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Home My WebLink About1 LEGOLAND DR; ; CBC2022-0014; PermitBuilding Permit Finaled (7city of Carlsbad Commercial Permit Print Date: 12/30/2022 Job Address: 1 LEGOLAND DR, CARLSBAD, CA 92008-4610 Permit Type: BLDG-Commercial Work Class: Parcel #: 2111000900 Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Occupant Load: Plan Check #: Code Edition: Sprinkled: Tenant Improvement Permit No: CBC2022-0014 Status: Closed - Finaled Applied: 01/13/2022 Issued: 09/08/2022 Finaled Close Out: 12/30/2022 Final Inspection: 12/30/2022 INSPECTOR: Kersch, Tim Project Title: Description: LEGOLAND: PLAYGROUND STRUCTURES,SURFACING, SHADE STRUCTURES Property Owner: Contractor: LEGOLAND CALIFORNIA LLC PACIFIC PLAY SYSTEMS INC P0 BOX 543185 3288 GREY HAWK CT DALLAS, TX 75354 CARLSBAD, CA 92010-6651 (760) 599-7355 FEE AMOUNT BUILDING PLAN CHECK FEE (manual) $420.00 BUILDING PLAN REVIEW - MINOR PROJECTS (LDE) $194.00 BUILDING PLAN REVIEW - MINOR PROJECTS (PLN) $98.00 CERTIFICATE OF OCCUPANCY $15.00 INSPECTIONS -OTHER MISC $387.00 SB1473 - GREEN BUILDING STATE STANDARDS FEE $1.00 Total Fees: $1,115.00 Total Payments To Date: $1,115.00 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2719 1 760-602-8560 f I www.carlsbadca.gov COMMERCIAL Plan Check CJP2oZL- (1314 Fcity of BUILDING PERMIT Est. Value _____________ Carlsbad APPLICATION PC Deposit hour / LA B2 Date ______________ Job Address One Legoland Dr, Carlsbad, CA 92008 Suite: APN:_________________________ Tenant Name #: Lot #: Year Built: 1999 Year Built: Occupancy: Construction Type:______ Fire sprinklers(ES®NO A/C:CYES€NO BRIEF DESCRIPTION OF WORK: installation of playground structure, surfacing, and shade structures Addition/New: New SF and Use, New SF and Use SF Deck, SF Patio Cover, SF Other (Specify)________ Tenant Improvement: 0 SF, Existing Use: 9800 Proposed Use: 9800 SF, Existing Use: Proposed Use: LII Pool/Spa: SF Additional Gas or Electrical Features? Solar: KW, Modules, Mounted: ORoof OGround Reroof: Plumbing/Mechanical/Electrical Fl Other: PRIMARY APPLICANT PROPERTY OWNER Name: Pacific Play Systems, Inc Name: Merlin Entertainments Group, C/O LEGOLAND California Address: 3288 Grey Hawk Ct Address: One Legoland Dr City: Carlsbad State: CA Zip: 9201° City: Carlsbad State: CA Zip: 92008 Phone: 760-599-7355 Phone: (888) 690-5346 Email: ALEXCPACIFICPLAYINC.COM Email: DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Business Name: Pacific Play Systems, Inc Address: Address: 3288 Grey Hawk Ct City: State: Zip: City: Carlsbad State:CA Zip:92010 Phone: 7605997355 Email: Email: ALEXCPACIFICPLAYINC.COM Architect State License: CSLB License #:957776 Class:A, B Carlsbad Business License It (Required): 13LNR1236847 APPLICANT CERTIFICATION: Icertify that/ have read the application andst ate that the above information is correct and that the information on the plans is accurate. !agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): ALEXANDRE CAMPOS SIGN:_________________ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 AYKs11$lI FIA DATE: 01/11/2022 Email: Building@carlsbadca.gov THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A):LICENSED CONTRACTOR DECLARATION: Iherebyaffirm under penaltyofperjury thatlam licensedunderprovisionsof Chapter 9 (commencing with Section7000)ofDivision3 of the Business and Professions Code, andmy license is in full force and effect. I also affirm under penaltyof perjuryoneof the following declarations (CHOOSE ONE): Ei have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit Is Issued. PolicyNo.____________________________________________________________________________________________________ have and will maintain worker's 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 insurance carrier and policy number are: Insurance Company Name: StateFund Policy No. 9045761-2021 Expiration Date: 03/0212022 jCertificate 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 $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is a construction lending agency for the performance of the work this permit Is Issued (Sec. 3097 (I) Civil Code). Lender's Name: Lender's Address: CONTRACTOR CERTIFICATION: IcertifythatIhaveread the application andstate that the above information is correctand that the information on the plans isaccurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): ALEXANDRE CAMPOS SIGNATURE:__________________ DATE: 1/11/2022 Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION 6): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 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. 44, 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). 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). exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, ElFORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copyofthe applicable law, Section 7044 of the Business andProfessions code, isavailableupon request when this application is submitted or at the following Web site: http:/ Iwww.Leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: Icertify that lhavereadthe application and state that the above information is correctand that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIGN: DATE: Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 07/21 VNER M M ff, N S.P,. E 1,HSM0,PtYJM(1G B!C-2.0 OR- 0 0 14 Permit Type: BLDG-Commercial Application Date: 01/13/2022 Owner: LEGOLAND CALIFORNIA LLC Work Class: Tenant Improvement Issue Date: 09/08/2022 Subdivision: CARLSBAD TCT#94-09 UNIT#02 & 03 Status: Closed - Finaled Expiration Date: 05/22/2023 Address: 1 LEGOLAND DR IVR Number: 38088 CARLSBAD CA 92008-4610 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Paperwork and certificates needed. Yes BLDG-Plumbing Final P Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Friday, December 30, 2022 Page 2 of 2 (7-' ty of Building Permit Inspection History Finaled Carlsbad Permit Type: BLDG-Commercial Application Date: 01/13/2022 Owner: LEGOLAND CALIFORNIA LLC Work Class: Tenant Improvement Issue Date: 09/08/2022 Subdivision: CARLSBAD TCT#94-09 UNIT#02 & 03 Status: Closed - Finaled Expiration Date: 05/22/2023 Address: 1 LEGOLAND DR CARLSBAD, CA 92008-4610 IVR Number: 38088 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/13/2022 09/13/2022 BLDG-SW-Pre-Con 191419-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/07/2022 10/06/2022 BLDG-11 193638-2022 Cancelled Tim Kersch Reinspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/11/2022 10/11/2022 BLDG-11 193777-2022 Partial Pass Tim Kersch Reinspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/18/2022 11/18/2022 BLDG-lI 196901-2022 Cancelled Tim Kersch Reinspection Incomplete Foundation!Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/21/2022 11/21/2022 BLDG-11 197005-2022 Passed Tim Kersch Complete Foundation!Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/27/2022 12/27/2022 BLDG-Final Inspection 199624-2022 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Paperwork and certificates needed. No BLDG-Plumbing Final P Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes 12/30/2022 12/30/2022 BLDG-Final Inspection 199993-2022 Passed Tim Kersch Complete Friday, December 30, 2022 Page 1 of 2 B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 (916) 850-5071 Playground Safety Inspection General Information Owner: Legoland Facility: Legoland 2-5 Address: 1 Legoland Drive Carlsbad, CA 92008 Manufacturer: Playcraft Type of materials: Metal/Plastic Certified Playground Inspector: Chris Tait Certified Playground Safety Inspector # 50513-0324 Date of Inspection: 12/28/22 This playground complies with ASTM F1487-21 Safety Performance Specification [J This playground does not comply with ASTM F1487-21 Safety Performance Specification Intended User: J 2 years to 5 year years to 12 years J 2 years to 12 years Priority Ranking Priority 1- May cause life threatening or permanently debilitating Injury. Priority 2 - May cause serious injury such as broken bones etc. Priority 3 - May cause small scrapes and bruises or has noncompliant issues such as missing labels. Compliant - Compliant with all of the requirements of the current California Playground Safety Regulations. Equipment Not Covered By This Inspection Home playground equipment, toys, amusement rides, sports equipment, fitness equipment intended for users over the age of 12, public use play equipment for children 6 through 23 months, and soft contained play equipment are not included in this inspection. Products or materials (site furnishings) that are installed outside the equipment use zone, such as benches, tables, independent Shade Structures, and borders,used to contain protective surfacing, are not considered playground equipment and are not included in this inspection. Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Accessibility to Play Area Worksheet (Complete one worksheet for each Playground) This worksheet only applies to the access ramp into the play area, All elements of the access route shall comply with ADA Standards 2010 Yes No N/A General (ASTM F 1487-21 Section 10) (ADA Standards 2010 - Chapter 4) El 0 0 The Playground has an access point Accessible Curb Ramp (ADA Standards 2010 - Chapter 4, Section 406) El 0 121 Maximum slope is 1:12 (8.3%) A slope greater than 1:20 (5%) is considered a ramp. Actual [J The Minimum clear width of the curb ramp is 36" exclusive of curbs or side flairs. Actual D D .1 i Ramp has minimum two inch high curbs Actual Actual 0 0 121 Maximum slope of side flairs is 1:10(10%) Actual 0 0 nV Maximum cross slope is 1:48 Actual 0 0 J Maximum length without handrails is less than 72" O 0 J Vertical Changes of level under 1/4 inch high maximum are allowed U 0 121 Changes in level between 1/4 inch and 1/2 inch are beveled with a slope of less than 1:2 Priority: Priority 1 Priority 2 Priority 3 El Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Ground Level Access Route in Play Area Worksheet (Complete one worksheet for each Playground) Yes No N/A General (ASTM F 1487-21 Section 10) (ADA Standards 2010 - Chapter 10 Section 1008) I 0 0 The Playground has an access point (See Accessibility to Play Area Worksheet) EZI 121 U Entire use zone of playground is surfaced with an accessible material (not Required) 0 U 12] If entire use zone is not accessible, at least one route shall be provided from perimeter to all accessible play structures or components. 0 0 When the access and egress points are not the same, an accessible route is provided to each. U El IZI Accessible play opportunities with different access and egress points must allow the user the opportunity to return unassisted to the original transfer point. Ground Level Access Route in Play Area [] [J [J Maximum Running slope is 1:16 121 (21 El Maximum cross slope is 1:48 0 (2J Vertical change of level under 1/4 inch high maximum is permitted IZI 0 U Changes in level between 1/4 inch and 1/2 inch are beveled with a slope of less than 1:2 Width of Accessible Rout (Play Areas that are more than 1000 Square Feet) 121 C] El The minimum clear width of the accessibility route within the play area is 60" El [J 12) Restricted Minimum width is 24 inches for a distance of 60 inches El 0 EZI Multiple Restricted Minimum width sections are separated by segments that are 60 inches wide and 60 inches long Width of Accessible Rout (Play Areas that are less than 1000 Square Feet) 121 El [J The minimum clear width of the accessibility route within the play area is 44" 0 El Accessible Routs exceeding 30 feet have at least one turning space that is 60' radius or T shaped O 0 [ZI Restricted Minimum width is 24 inches for a distance of 60 inches 0 El EZl Multiple Restricted Minimum width sections are separated by segments that are 60 inches wide and 60 inches long Vertical Clearance 12] 0 0 The vertical clearance of the ground level access route is a minimum of 80" Handrails 0 0 IZ1 Handrails are not required for ground level routs in the play area Priority: flPriority 1 Priority 2 E] Priority 3 (2) Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Actual Actual Actual Actual Actual Actual Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Transfer Systems on Play Equipment Worksheet (Complete one worksheet for each Playground) Yes EZI El No N/A Ei General (ASTM F 1487-21, Section 10) (ADA Standards 2010- Chapter 10, Section 1008) Elevated Routes are exempt from the vertical clearance requirements EZI El 0 50% of elevated components must be on an accessible route reached by a ramp or transfer Play Areas with 20 Elevated Play Components ( see Accessibility of Equipment Worksheet) 0 12 7J 25% of elevated components or more are accessible by ramp 25% of elevated components are accessible by transfer R H n,/ EZI Play Equipment with less than 50% of play components accessible by ramp have additional ground level play components Actual Accessible Routs on the Structures (ADA Standards 2010 - Section 1008.2.4.2) Actual 171 0 El The minimum clear width of the access route on the equipment is 36" Actual 171 0 [2) Restricted Minimum width is 32 inches for a distance of 24 inches 171 El 0 Multiple Restricted Minimum width sections are separated by segments that are 48 inches wide and 36 inches long Transfer Station (ADA Standards 2010- Section 1008.3) 171 J El Between 11" and 18" above the accessible route or wheelchair accessible platform Adual 12 171 0 0 24" clear width Actual - 17] 0 0 14" deep Actual - [2] U 0 Transfer Station has Transfer Supports 121 LII LI Transfer station has transfer space 48 inches long and 30 inches wide 171 0 [J The 48 inch side is centered on and parallel to the 24 inch side 171 [2) 60" turning radius or minimum 36" wide T- shaped turning space 171 0 LI The maximum cross slope of the transfer space is 1:48 [2] 0 El The transfer station has an access step between the transfer station and the surfacing that complies with the requirements of accessible steps within the play structure. (Not Required) Accessible Platforms or steps within a play structure (ADA Standards 2010 - Section 1008.3) 171 [1 [] Vertical rise is less than 8" 171 0 0 24" clear width 0 0 14" deep Priority: [J Priority 1 Priority 2 Priority 3 [7) Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Materials and Manufacture Worksheet (Complete one worksheet for each Playground) Yes No N/A General (ASTM F 1487-21, Section 4.1) (CPSC #325-10, Section 2.5.5) 171 [I El Metals are painted, galvanized or otherwise treated. Equipment older than 1978 should be checked for lead paint. 121 1J 17J Woods is naturally rot and insect resistant or treated from the bottom of the footing to 6" above the surfacing (chromated copper arsenate (CCA), creosote, pentachlorophenal, tributal tin oxide and pesticides shall not be used on Playground equipment. 171 0 U] Plastics are protected against ultraviolet light. Fasteners (ASTMF 1487-21, Section 4.2) 171 U] 0 All fasteners are corrosion resistant or provided with corrosion resistant coating. I Li 0 Lock washers, self locking nuts or other locking means are provided for all nuts and bolts. 171 [21 0 Hardware in moving joints and deck supports are secured against unintentional loosening. 0 0 71 Moving suspended items are connected with bearings or bearing surfaces to reduce friction and wear. (Steel cable affixed to a hanger assembly performs as a bearing surface) 1jJ 71 Cable ends are inaccessible or capped. 121 0 0 Hooks and connecting devices comply with all protrusion and entanglement requirements. 171 0 0 All bolts are trimmed to a maximum of two threads Tires (ASTM F 1487-21, Section 4.3) Tires do not trap water. 0 0 71 Tires do not have exposed steel belts. Maintenance Condition: l71Good ONeeds repair Priority: nPriority I E] Priority 2 OPriority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION General Hazards Worksheet (Complete one worksheet for each Playground) Yes No N/A General Requirements (ASTMF 1487-21, Section 5) (CPSC #325-10 Section 3) 17 [J [J Play equipment designed for a specific age group shall have all play activities on that equipment meet the requirements for that age group. 0 C] Play structures are anchored to the ground or not be intended to be relocated. Designated Play Surfaces (ASTMF 1487-21, Section 7.5.5 Section 7.5.6 Section 8.3.6 and Section 8.6.1.2) 0 0 Guardrails, Barriers, Equipment Support Posts and Swing Structures and do not have designated play surfaces. Head and Neck Entrapment (ASTM F 1487-21, Section 6.1) (CPSC #325-10 Section 3.3.1) 171 EJ U All completely bounded openings are less than 3.5' or larger than 9" (Openings that have the fall-surface as the lower boundaries are exempt.) 171 0 IJ All partially bound openings are in compliance (ASTM F 1487-11, Section 6.1.4) (Partially bound openings less than 24 inches above the surface are exempt) i:zi El 0 Depth of penetration issues comply with CPSC #325-10 Appendix B 2.5.4 0 0 Non rigid climbing components comply with CPSC #325-10, Appendix B 2.5.5 171 0 El All angles are greater than 55 degrees. (CPSC #325-10, Section 3.3.2) (Angles that slope down or are horizontal are exempt.) Sharp Points and Sharp Edges (ASTMF 1487-21, Section 6.2) (CPSC #325-10 Section 3.4) / There shall be no sharp points or sharp edges on public play equipment / The ends of all tubing shall be provided with caps or plugs that can not be removed. I Chimes, tubes and other musical equipment is exempt I Cut off bolts shall be free of burrs, sharp points and sharp edges. Protrusions/Lmpalements(ASTMF 1487-21, Section 6.3) (CPSC #325-10 Section 3.2) 171 0 0 No protrusions extend beyond the face of any of the three test gauges shown in Fig. A 1.10 ii C] A manipulative device attached to a rope, cable, or chain is exempt from meeting the projection criteria using the large 3-in. (76.2 mm) interior diameter projection gauge. Entanglements (ASTM F 1487-21, Section 6.4) (CPSC #325-10 Section 3.2) 171 0 El There are no entanglement hazards on play equipment Crush, and Shearing Points (ASTMF 1487-21, Section 6.5) (CPSC #325-10 Section 3.1) El i: i:zi There are no accessible crush, or shearing points on playground equipment that could entrap a .62 dia. rod. Suspended Hazards (ASTMF 1487-21, Section 6.6) (CPSC #325-10 Section 3.5) o o i:zi No single cables, wires, ropes or similar flexible components are suspended between play units or from the ground to a unit within 45 degrees of horizontal unless it is above 84 inches high. U C] 171 Single single cables, wires, ropes or similar flexible components are a minimum of 1" at its widest dimension. 0 0 171 The rope, cable or chain shall be fixed at both ends and not be capable of being looped back on itself, creating an inside loop perimeter greater than 5 inches. 171 The rope or cable is brightly colored or contrast with its surroundings. R 171 Chains and cables used for swings are exempt. / Rope, cables and chain less than 7 inches long are exempt. 0 0 / Ropes are not used to suspend swings. Tripping Hazards (CPSC # 325 Section 9.7) (CPSC #325-10 Section 3.6) 0 All anchoring devices, including horizontal bars and footings are below ground level. 1 There are no broken or raised sections of walkways [ZI H There are no damaged (including separated vinyl) surfacing on the decks and ramps. 0 El [Zi The Geotextile fabric under the Loose Fill surfacing is not exposed. Maintenance Condition: Good C] Needs repair Priority: C] Priority 1 C] Priority 2 Priority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 ('PQT c(c12JvvM Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Guardrails and Barriers Worksheet (Complete one worksheet per Playground) Guardrails and Barriers are not required to surround designated play surfaces on play equipment for 2-12 year old users unless specifically required in ASTM F 1487-21 Section 8 Yes No N/A Guardrails (ASTMF 148 7-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) I Guardrails completely surround elevated surfaces except for entrances and exit openings necessary for each event. I Guardrails contain no designated play surfaces I The maximum clear opening without a top horizontal guardrail is 15" (Stairs, Ramps, upper body components and components that provide a transfer point are exempted) / Accessible ramps have a 2' high curb on both sides if the guardrail is beyond the edge of the ramp I Accessible ramps have a 2" high curb on both sides unless the guardrail is within 1" of the ramp surface I Accessible ramps have a 2" high curb on both sides if the ramp has two handrails and no barrier. 2 to 5 year old users I Decks over 20" but not over 30" have guardrails / Guardrails are required on upper platforms if the height difference exceeds 20 inches / Minimum height of top guardrail is 29" I Maximum height of lower guardrail is 23" 1 Accessible ramps less than or equal to 30" have two handrails on both sides I Top handrail on each side of ramps is between 26" and 28" I Bottom handrail on each side of ramps is between 12" and 16" 5 to 12 year old users 9 v' Decks over 30" but not over 48' have guardrails / Guardrails are required on upper platforms if the height difference exceeds 30 inches R / Minimum height of top guardrail is 38" I Maximum height of lower guardrail is 28" R I Accessible ramps less than or equal to 48" have guardrails on both sides I Top handrail on each side of ramps is between 26' and 28" 0 Bottom handrail on each side of ramps is between 12" and 16" Barriers (ASTMF 148 7-21 Section 7.5.6) (CPSC #325-10 Section 5.1.3) 121 0 0 Barriers completely surround elevated surfaces except for entrances and exit openings necessary for each event 0 0 Barriers contain no designated play surfaces [ZI 0 [J The maximum clear opening without a top horizontal guardrail is 15" (Stairs, Ramps, upper body components and components that provide a transfer point are exempted) I Accessible ramps that require barriers have a handrail on both sides between 26" and 28" I Accessible ramps with barriers have a 2" high curb on each side if the barrier is beyond the edge of the ramp / Accessible ramps have a 2" high curb on both sides unless the barrier is within 1" of the ramp surface I Stairways with steps greater than 48" above the protective surface have Barriers (The height of the barrier is the distance from the top front edge of a step to the top of the barrier) 2 to 5 year old users I Decks over 30" have Barriers. I Barriers are required on upper platforms when the height difference exceeds 30 inches / Minimum height of barrier is 29" / The openings preclude passage of the 3.5" torso probe 5 to 12 year old users I Barriers on decks over 48". I Barriers are required on upper platforms when the height difference exceeds 48 inches / Minimum height of barrier is 38" / The openings preclude passage of the 3.5" torso probe Maintenance Condition: [ZjGood IJNeeds repair Priority []Priority 1 Priority 2 [_]Priority 3 [] Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Platforms/Decks Worksheet (Complete one worksheet per Playground) Yes No N/A Audit Platforms (ASTMF 1487-21 Section 7.5) (CPSC #325-10 Section 5.1.1) I C] El Platform surfaces are horizontal within +2* l 0 0 Platforms, landings, walkways and ramps do not trap water or debris. J 0 Max. difference in height for 2 to 5 year old users is 12" unless an access component is provided El 0 Max. difference in height for 5 to 12 year old users is 18" unless an access component is provided 121 0 C] An access component is provided 91 0 0 Infill openings on all decks and platforms comply with head entrapment requirements. 121 0 i: Infihl openings on decks and platforms over 30" do not exceed 3.5 "for 2 to 5 year old users (CPSC #325-10 Section 5.1.2) 0 0 121 InflIl openings on decks and platforms over 48" do not exceed 3.5 "for 5 to 12 year old users (CPSC #325-10 Section 5.1.2) Use zone (ASTM F 1487-21 Section 9.1) (CPSC #325-10 Section 5.3.2.1.4) Mm. 72' in all directions from the perimeter of the unit 0 C] [J Minimum distance between adjacent structures that are under 30" high is 72'. [21 0 C] Minimum distance between adjacent structures that are over 30" high is 108'. Overhead Clearance (ASTMF 1487-21 Section 9.8.4) 12] 0 0 Minimum clearance of 84' above designated play surfaces or pivot points of swings. 0 0 [21 Minimum clearance of 42 inches above the pivot point of swings for entire use zone of Swings (as per Fig A1.58) The heights of Platforms/Decks given in this report are actual heights measured in the field not design heights. In the case of loose fill surfacing the difference in height from the design height to actual height may indicate that the surfacing material needs to be maintained or new material must be added. Maintenance Condition: 12jGood flNeeds repair Priority: 0 Priority 1 0 Priority 2 0 Priority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Stairways, Ladders and Ramps Worksheet (Complete one worksheet per Playground 2-12 year old users) Not intended to meet ADA/ABA specifications Yes No N/A General (ASTMF 1487-21 Section 7.2) (CPSC #325-10 Section 5.2. 1) t:i El IZI Rung ladders, arch climbers, tire climbers are not used as sole means of access to equipment intended for use by 2 to 5 year old users. 0 El [7] Platforms over 6' high have an intermediate standing surface to allow the user to halt the ascent and use an alternate means of decent. (CPSC #325-10 Section 5.2) (2] 0 0 Stairways and Ladders comply with the dimensions shown on Table 2. (Attached) 17] 0 0 Steps and rungs shall be evenly spaced within a tolerance of .25 inches vertically. (ASTM F 1487-21 Section 7.2. 1) 171 El El Risers are closed if the space is between 3.5" and 9" 17] [J [J When risers are closed, tread design prevents accumulation of sand, water or other materials 17] 0 0 One set of stairs on a composite structure must have a transfer platform. 171 U [J The transfer platform has an access step (not required) (7( 121 [J Rungs and handrails have a diameter between .95" and 1,55". The preferred diameter is 1.25' 17] 0 0 Handrails are available at the beginning of first step. 17] 0 0 Handrails are not required for rung ladders (ASTM F 1487-21 Section 7.2.6) 171 0 0 Stairways and Ladders that have more than one tread have continuous handrails on both sides. EZI 0 0 Stairways and ladders that only have one tread have hand support on both sides. Rv [J [J The vertical distance from front edge of step to the top surface of the handrail is between 22 and 38" El 0 El Accesses such as rung ladders, flexible climbers, arch climbers and tire climbers have alternate hand gripping support i: IJ The depth of tread on the outer edge on spiral stairs is 7 inches or greater (ASTM F 1487-21 Section 7.3.1) El El El If the design of the spiral stairs does not permit handrails on both sides, a continuous handrail is provided on the outside perimeter. and stepladders have a continuation of handrails from the access to the platform (ASTM F 1487-21 Section 7.4) v' [J H Stairs Stairways with steps greater than 48" above the surfacing have protective barriers (ASTM F 1487-21 Section 7.5.6.1.1) Maintenance Condition: El Good 0 Needs repair Priority: Priority 1 Priority 2 0 Priority 3 Compliant Comments:: Not Applicable Type of Access i 2-5 Year Old Users 15-12 Year Old Users Pam PS (not intended to meet AJABA Specifications) Slope (vertical:horizontal) 1:8 Width (single) - - Width (double) Stairways siW - <5bg <51 Tread width (single) Tread width (double) >7 Tread depth (open riser >7' >8 Tread depth (closed riser) >9" Vertical rise <12W Step Ladder 50-75 deg Slope 50-75 deg 16" Tread width (single) 12-21 >36" Tread width (double) Not appr1liate >3•'______ Tread depth (open riser) Tread depth (closed riser) - Vertical rise <9" <12W Rung ladders 75-0Odeg Slope 75-0-dcg RWInl 1" Vertical rise <12' <12" Rung diarriter 0.95-1.55 0.95-1.55 * entrapment reconnwndation apply to all openings in access components B SAFE - Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Roofs Worksheet (Complete one worksheet per Structure) Roofs do not have Fall Height Requirements Yes No N/A General (ASTMF 1487-21 Section 8.14) H R / Roofs that are 84 inches above the underlaying designated Play Surface may be any angle /Roofs that are an integral part of a play structure and less than 84 inches above the underlaying designated Play Surface have no designated play surfaces [J Roof support members are designed to discourage climbing and have no designated play surfaces / Roof support members do not have designated Play Surfaces / Roofs over swings must be a minimum of 84 inch radius above the pivot point of the swing. / Roofs must be a minimum of 42 inches above the pivot point of the swings for the entire use zone of the swings. Maintenance Condition: IZI Good 0 Needs Repair Priority: 0 Priority 1 0 Priority 2 Priority 3 [] Compliant Comments: B SAFE Playground inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Signs and Labels Worksheet (Complete one worksheet for each Playground) Yes No N/A General (ASTM F 1487-21 Sections 14 and 15) (CPSC #325-10 Section 2.2.6) ili EJ Signs or labels are readily visible to the intended viewer. tZl U [=1 Age appropriateness Message [Z] (=1 0 The correct user group is identified. EZI LI El Adult Supervision recommended [Zi U 0 All play structures have the correct manufacturer's identification. [I U] [Z] Custom equipment carries the identification of the designer. El El J Freestanding signs are outside of the equipment use area. 12] [1 0 Removal of helmets, drawstrings or accessories around the neck Warning message I 0 El Drawstring warning labels are attached near slides and other equipment where potential entanglement may occur. (CPSC #325-10 Section 3.2.1) IZI 0 iJ Hazard of hot play surfaces and/or surfacing Warning message, when applicable. 121 0 J Hazard of installation of play equipment located over hard surfaces Warning message, when applicable. Labels ]Signs U] Labels 2]Signs The warning labels meet legibility requirements. (The site management must replace labels if they are missing or not legible) The Warning labels must alert the viewer to the potential hazard in time to take appropriate action. Playcraft Manufacturer: Custom Design by: Community Built: Maintenance Condition: 91 Good 11 Needs repair Priority: 0 Priority I 0 Priority 2 0 Priority 3 0 Compliant Comments: Recommend adding post stiockers noting Age 2-5 and Adult Supervision is recommended. Free standing sign should be outside the 72" use zone. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Surfacing Material Worksheet (Complete one form per Playground) Fall heights (ASTM F 1487-21, Section 8) (CPSC #325-10 Section 2.4 and 4.3) Climbers - the maximum height of the climbing component Platforms - the maximum height is: Merry-Go-Round - the maximum height of any part on the perimeter is Seesaws - the maximum attainable height is: Spring Rockers - the height of the seat or designated play surface is: Swings - the height of the pivot point is: Upper Body Equipment - the maximum height of the equipment Unacceptable surfacing materials (CPSC #325-10 Section 2.4) O Asphalt 0 Dirt 0 Concrete Grass surfaces Unitary Materials fl Tile Z1 Poured-In-Place IJ Mat 0 Bonded Wood Fiber Loose Fill Materials i: Recycled Rubber Pea Gravel Sand Wood Mulch (non CCA treated) Yes No N/A Loose Fill Installation if installed over Hard Surfacing 0 0 F1 Installation complies with CPSC #325-10, Section 2.4.2.3 O CCA Treated Wood Mulch O Carpet not tested to ASTM F 1292 Synthetic Turf Synthetic Turf with sand fill Synthetic Turf with Crumb Rubber Fill O Wood Chips OEngineered Wood Fiber *Certificates of Compliance from the supplier stating that the surfacing material complies with the requirements of ASTM F 1292 - Impact Attenuation and ASTM F 1951 - Accessibility should be maintained on file for all man made loose fill and unitary products used on the playground. Manufacturer or Product: Poured-In-Place Product Depth: Impact Test DYes ONo Manufacturer or Product: Product Depth: Impact Test []Yes ONo Manufacturer or Product: Product Depth: Impact Test DYes [-]No Surfacing Material appears to be adequate: EYes EJ No 0 Additional Material required Maintenance Condition: Good DNeeds attention * All loose fill materials must be leveled on a regular basis, (daily or weekly as required) to assure that there is sufficient fall material in all wear areas such as the ends of slides and to cover all footings. * Additional loose fill materials must be added regularly (once a year or as required) to maintain the required depth. Most equipment has markings on the poles to indicate the proper elevation of the fall materials, if not please refer to the attached table. NOTE: This worksheet only measures the depth of the surfacing materials used and identifies the product if possible. Depth comparison to available charts from CPSC and from suppliers is only an approximation of surface Impact Values. The only way to be assured that the surfacing provides the proper impact attenuation value is to conduct Impact Attenuation Field Testing as specified by ASTM F 1292. The California Playground Specifications only requires visual inspection "insofar as it can be seen without disassembling it or digging into the surfacing". This inspection does not include Field Testing for Impact Attenuation. Compliance with ASTM F 1292 and ASTM F 1951 is not certified or implied by this report. Priority: 0 Priority 1 0 Priority 2 Priority 3 F1 Compliant Appears to be Compliant - no Impact Test Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leo1and 2-5 PLAYGROUND SAFETY INSPECTION Climbers Worksheet (Complete one worksheet for each Climber) Intended age of user: X 2 to 5 year old fl 5 to 12 year ol I F1 2to12 year old Installation Free Standing J Deck Access Deck #1 Ht:. 34 Deck #2 Ht: Climber Ht: 34 Type: Rigid Cozy Climber []Non Rigid Designated play surface Ht: 34 Yes No N/A General (ASTMF 1487-21 Section 7.3.2 and Section 8.2) (CPSC #325-10 Section 5.3.2) 121 0 0 Rigid rungs do not twist or rotate around its own axis. 12] El El Rigid rungs used for hand support are between .95" and 1.55" 0 0 121 Flexible components used as hand gripping components shall be between 0.62 and 1.55 in. (16 and 39.4 mm) in diameter. 121 0 U Climbers do not have interior climbing bars or other ridged structural components that a child may fall on. 0 0 i:zi Climbers used for access are securely anchored at each end C] C] 121 When one end of a flexible component is connected to the ground the anchor is beneath the minimum depth of protective surface. (Tensioning devices are not considered to be part of the anchoring devise) El Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.6.5 (the head probe passes through the space with a force of less than 50#) E] [J 2] The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) El El 121 Free standing arch climbers are not recommended for 2 to 5 year old users El EJ 12] Arch climbers and flexible components are not sole access to other components for 2-5 year old users. (ASTM F 1487-21 Section 7.3.2.1 and CPSC #325-10 Section 5.3.2.2) El ElRV Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-21 Section 7.3.2.4)1 121 0 0 The opening in the guardrail or barrier is less than 15" or has the top rail of a Guardrail. (ASTMF 1487-21 Section 7.5.6.3) (Stairs ramps and upper body equipment is exempt) 121 U] The stepping surface for final access is not above the deck height. (ASTMF 1487-21 Section 7.4.3) fl 2] Ropes cables and chains are secured at both ends (CPSC #325-10 Section 5.3.2.3) C] 0 J Ropes cables and chains are not capable of being looped back on itself creating a loop with an inside circumference of > 5" (CPSC #325-10 Section 3.5) Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) El El 2-5 year old users Guardrails (20" to 30" decks) IZI C] El Barrier Panels (30" + decks) or on all decks 5-12 year old users El U IZI Guardrails (30" to 48" decks) El El 12] Barrier Panels (48" + decks) or on all decks Use Zone (ASTMF 1487-1219.3.2) (CPSC #325-10 Section 5.3.2.1.4) Minimum 72" in all directions from the perimeter of the unit C] El [2] Minimum 72" between adjacent structures that are under 30" high 12] El 0 Minimum 108' between adjacent structures if one of them is more than 30" high 121 0 C] Part of a composite Structure El El 12] Part of a Play Functionally Linked Group Maintenance Condition: [Z]Good El Needs Repair Priority: []Priority 1 [—]Priority 2 DPriority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leoland 2-5, PLAYGROUND SAFETY INSPECTION Climbers Worksheet (Complete one worksheet for each Climber) Intended age of user: X 2 to 5 year old 5to12 year old fl2to12 year old Installation []Free Standing N Deck Access Deck #1 Ht:. 33 Deck #2 Ht: Climber Ht: 33 Type: [11 Rigid Vertical Climber []Non Rigid Designated play surface Ht: 33 Yes No N/A General (ASTMF 1487-21 Section 7.3.2 and Section 8.2) (CPSC #325-10 Section 5.3.2) [Z] El El Rigid rungs do not twist or rotate around its own axis. [ZI El El Rigid rungs used for hand support are between .95" and 1.55" E] El [21 Flexible components used as hand gripping components shall be between 0.62 and 1.55 in. (16 and 39.4 mm) in diameter. (Z] El El Climbers do not have interior climbing bars or other ridged structural components that a child may fall on. ElEl 171 Climbers used for access are securely anchored at each end ElEl 123 When one end of a flexible component is connected to the ground the anchor is beneath the minimum depth of protective surface. (Tensioning devices are not considered to be part of the anchoring devise) El El 71 Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.6.5 (the head probe passes through the space with a force of less than 50#) El El [21 The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) ElEl [2] Free standing arch climbers are not recommended for 2 to 5 year old users ElEl 171 Arch climbers and flexible components are not sole access to other components for 2-5 year old users. (ASTM F 1487-21 Section 7.3.2.1 and CPSC #325-10 Section 5.3.2.2) El 0 71 Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-21 Section 7.3.2.4)1 171 0 0 The opening in the guardrail or barrier is less than 15" or has the top rail of a Guardrail. (ASTMF 1487-21 Section 7.5.6.3) (Stairs ramps and upper body equipment is exempt) 12] El The stepping surface for final access is not above the deck height. (ASTMF 1487-21 Section 7.4.3) 0 0 121 Ropes cables and chains are secured at both ends (CPSC #325-10 Section 5.3.2.3) El 0 123 Ropes cables and chains are not capable of being looped back on itself creating a loop with an inside circumference of > 5" (CPSC #325-10 Section 3.5) Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) 2-5 year old users El 0 [ZI Guardrails (20" to 30" decks) 171 0 0 Barrier Panels (30" + decks) or on all decks 5-12 year old users I1 El 121 Guardrails (30' to 48" decks) 0 El Barrier Panels (48' + decks) or on all decks Use Zone (ASTMF 1487-1219.3.2) (CPSC #325-10 Section 5.3.2.1.4) 12] El El Minimum 72" in all directions from the perimeter of the unit El 0 [21 Minimum 72" between adjacent structures that are under 30" high [] [] [] Minimum 108" between adjacent structures if one of them is more than 30" high 171 r:i 0 Part of a composite Structure 0 El [71 Part of a Play Functionally Linked Group Maintenance Condition: Good flNeeds Repair Priority: DPnorit' 1 DPnon' 2 ElPriorit' 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Stationary Play Equipment Worksheet Type Elevated Elevated Ground Level Ground Level Accessible Accessible Talk Tubes Sand Boxes Sand and Water Tables Activity Tables Activity Walls Play Panels Play Houses Benches Wheels Telescopes Megaphones Digger Toys Log Rolls Others Description - Elevated: 4 4 1 1 1 1 Hole, Tic Tac Toe, Spinner, Treasure Panels. Wheel and Telescope. Description - at Grade: Activity Panel Yes No N/A Use Zone ASTMF 1487-21 Section 9.2. 1) (CPSC #325-10 Section 5.3.9) O 0Mv Equipment that requires the child to be standing or sitting at ground level and to maintain constant contact with the ground during play has no individual use zone but must have sufficient space between it and adjacent equipment for play and circulation. 0 0 [] The use zone of two or more stationary play structures that are play functionally linked are determined as if the separate equipment are part of a composite structure. i: 0 121 Stationary equipment does not require a use zone but may not infringe on the use zone of any other component. Accessibility for 2-5 Year Old Users ( ASTM F 1487-21 Section 10) (AD-4 2010 Section 1008.4.3) O 0 Play Tables may provide parallel approach with a maximum height of 31 inches. O 0 Reach range is 20" to 36" (ADA 2010 Section 1008.4.2) (Wheelchair access only, not appropriate for Transfer system access) Accessibility for 5-12 Year Old Users (ASTM F 1487-21 Section 10) (ADA 2010 Section 1008.4.3) 0 0 The minimum Vertical leg clearance under tables is 24" 0 0 The minimum horizontal clearance under tables is 17" 0 0 121 The maximum table height is 30" El U J Reach Range is 18" to 40 " for 5-8 year old users (Wheelchair access only, not appropriate for Transfer system access) Reach Range is 16" to 44" for 9-12 year old users (Wheelchair access only, not appropriate for Transfer Maintenance Condition: system access) 121 Good Needs Repair Priority: [J Priority 1 Priority 2 [J Priority 3 IZI Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Aviano Parcel C Park PLAYGROUND SAFETY INSPECTION Slide Worksheet (Complete one worksheet for each Slide) Spiral Slides with more than (360 deg.) are not recommended for 2 to 5 year old users Intended age of user: 212 to 5 year old Os to 12 year old 02 to 12 year old Type of slide: Straight DCurvelDSpiral DRoller DTube Height of Slide: 36 Description Double Yes No N/A General (ASTMF 1487-21, Section 8.5) (CPSC #325-10 Section 5.3.6) Platform El 0 0 Slides with more than (360 deg.) are not recommended for 2 to 5 year old users El 0 0 Minimum length is 14" El 0 El Width is equal to or wider than width of slide 12] 0 0 Handholds are on both sides of slide (2] 0 0 The slide entry channels the user into a sitting position (guardrail, hood etc.) Slide El i:i The height/length ratio of the sliding surface does not exceed 0.577 (30 deg.) El 0 0 No span of the sliding surface has a slope that exceeds 50 deg.. El 0 The side rail on flat slides is a min. of 4" high for full length of the slide (2] C] [J The slide chute width for 2 to 5 year old users is 12 inches or greater O 0 El The slide has a maximum rotation of 360 degrees (2-5 year old users) i:i El j2] The slide chute width for 5 to 12 year old users is 16 inches or greater 0 .0 -El Side height with curved cross section is 4" above 12" horizontal for 2 to 5 year old users o El 2] Side height with curved cross section is 4" above 16" horizontal for 5 to 12 year old users O 0 El The minimum interior diameter of tube slides is 23" 0 0 El Roller slides do not have any spaces more that 3/16" (ASTMF 1487-21, Section 8.9.2.1) o o [El Embankment slide chute is maximum height of 12 inches above the underlying ground surface. (CPSC #325-10 Section 5.3.6.3.1) Exit region Actual El 0 0 The slide has an exit region with a minimum length of 11" Actual 4 tEl 0 0 The slope is between 0 and -10 Actual El 0 0 Slides no more than 4' high have exit height no greater than 11'' El 0 tEl Slides over 4' high to have an exit height between 7" and 15" 0 0 tEl The exit height of Embankment slides shall be no greater than 12 inches. O 0 tEl The fall height in the exit zone of an embankment slide shall be a minimum of 40 inches Actual (2] 0 0 Exit region to be rounded or curved Actual Use Zone (ASTMF 1487-21, Section 9.6) (CPSC #325-10 Section 5.3.6.5) El 0 0 6' from all portions of structure . Actual o 0 El Exit use zone is equal to height of slide (6 foot minimum - 8 foot maximum) Actual Slide Exit Clearance Zone (ASTMF 1487-21, Section 9.6.3) El 0 0 Slide clearance zone extends to the end of the use zone El 0 0 Side clearance is 21" horizontal from inside face of side wall at top of sidewalls (Spiral slides are exempt on the inside radius) 0 El El Side clearance zones of parallel slides may overlap El 0 0 60" vertical from slide surface. (Spiral slides are exempt) 0 0 El Clearance zones of merging slides do not overlap Slide Entanglement Zone (ASTMF 1487-21, Section 64.1) (CPSC #325-10 Appendix B 2.3) tEl 0 0 The slide is free of entanglement hazards Maintenance Condition: ElGood 0 Needs repair Priority: []Priority 1 DPriority 2 Priority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-024 Project: Legoland 2-5 PLAYGROUND SAFETY INSPECTION Generic Equipment Worksheet (Complete one worksheet for each Component) Intended user age: N 2 to 5 years, [Ii] 5 to 12 years Manufacturer Description Concrete Seatwall Fall Height Play equipment manufacturers are designing and producing new equipment that is often very different from traditional equipment These items must be fairly but thoroughly evaluated. They cannot just be declared "non compliant" because they are not specifically described in the present standards When in doubt about what the product is, contact the manufacturer for specific installation and descriptive information, then use the appropriate Equipment Requirements Yes No N/A General The structure is installed as per manufacturers Instructions. Rung diameter is between .95" and 1.55" All components comply with the requirements listed on the General Worksheet. All components comply with the requirements listed on the Materials Worksheet. All applicable Access / Egress Requirements are met. Seats are not hard Drainage holes are provided where appropriate. The support structure has no designated play surfaces Moving Parts (ASTMF 1487-21 Section 4) E R Hardware in moving joints are secured against unintentional loosening LJ Moving suspended elements are connected to the fixed support with bearings or bearing surfaces that serve to reduce friction or wear. Use Zone Minimum 72" in all directions from the perimeter of the unit Minimum 72 " between adjacent structures if both are less than 30" high Minimum 108" between adjacent structures if one is more than 30" high. EJJ Part of a composite structure lJ Part of a Play Functionally Linked Group Overhead Obstructions (ASTMF 1487-21 Section 9.8.4) The vertical clearance is a minimum of 84" above highest designated play surface or designated height.. Maintenance Condition: Good, Needs repair Priority: [I] Priority 1 El Priority 2 Priority 3 [1] Compliant Comments: North side concrete seat wall/angled concrete wall to concrete lip. This area is not part of the traditional play equipment but in the play area. This area is painted like a rock wall. Children are climbing up the angle concrete wall to an upper lip. This is potentially a hazard. Owner should consider the following modifications: Repaint angled wall so it does not look like boulders. Apply poured in place rubber on the seating surface so if a child falls from the angled concrete, they will fall on a soft rubber surface. Add "No Climbing" stencil on the angled wall. And other mitigation measures that the Owner or play equipment designer might recommend. Again, this is a potential hazard. B SAFE playground inspection services, Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 LLi C eflit1cate 01 Cnpha±ne This certifies that Carlsbad, CA Legolan d Playground 2-5 Playground complies with the ASTM 1487-21 Standard Consumer Safety Performance Specification For Playground Equipment for Public Use it SAVE p!ayground inspection services, inc 10349 Ormond Street Sun1and CA 91040 Signature a/fr/s 1ii/f Date: 12/29/22 Chris Taft, Inspector Certified Playground Safety Inspector # 505130324 Certified by National Recreation and Park Association - B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 (916) 850-5071 Playground Safety Inspection General Information Owner: Legoland Facility: Legoland Playground 5-12 Address: 1 Legoland Drive Carlsbad, CA 92008 Manufacturer: Playcraft Type of materials: Metal/Plastic Certified Playground Inspector: Chris Tait Certified Playground Safety Inspector # 50513-0324 Date of Inspection: 12/28/22 This playground complies with ASTM P1487-21 Safety Performance Specification 0 This playground does not comply with ASTM F1487-21 Safety Performance Specification Intended User: [J 2 years to 5 year [] 5 years to 12 years [J 2 years to 12 years Priority Ranking Priority 1- May cause life threatening or permanently debilitating Injury. Priority 2 - May cause serious injury such as broken bones etc. Priority 3 - May cause small scrapes and bruises or has noncompliant issues such as missing labels. Compliant - Compliant with all of the requirements of the current California Playground Safety Regulations. Equipment Not Covered By This Inspection Home playground equipment, toys, amusement rides, sports equipment, fitness equipment intended for users over the age of 12, public use play equipment for children 6 through 23 months, and soft contained play equipment are not included in this inspection. Products or materials (site furnishings) that are installed outside the equipment use zone, such as benches, tables, independent Shade Structures, and borders,used to contain protective surfacing, are not considered playground equipment and are not included in this inspection. Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Accessibility to Play Area Worksheet (Complete one worksheet for each Playground) This worksheet only applies to the access ramp into the play area. All elements of the access route shall comply with ADA Standards 2010 Yes No N/A General (ASTM F 1487-21 Section 10) (ADA Standards 2010 - Chapter 4) El 0 0 The Playground has an access point Accessible Curb Ramp (ADA Standards 2010 - Chapter 4, Section 406) 0 0 j Maximum slope is 1:12 (8.3%) A slope greater than 1:20(5%) is considered a ramp. Actual C] 0 El The Minimum clear width of the curb ramp is 36" exclusive of curbs or side flairs. Actual 0 0 El Ramp has minimum two inch high curbs Actual C] [] El Maximum slope of side flairs is 1:10 (10%) Actual Actual 0 0 El Maximum cross slope is 1:48 Actual O 0 El Maximum length without handrails is less than 72" O 0 El Vertical Changes of level under 1/4 inch high maximum are allowed C] C] El Changes in level between 1/4 inch and 1/2 inch are beveled with a slope of less than 1:2 Priority: [J Priority 1 C] Priority 2 C] Priority 3 El Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Ground Level Access Route in Play Area Worksheet (Complete one worksheet for each Playground) Yes No N/A 21 1:1 1:1 DD DD DD DD DD DD DD Ev DD DD DD 21 General (ASTM F 1487-21 Section 10) (ADA Standards 2010- Chapter 10 Section 1008) The Playground has an access point (See Accessibility to Play Area Worksheet) Entire use zone of playground is surfaced with an accessible material (not Required) If entire use zone is not accessible, at least one route shall be provided from perimeter to all accessible play structures or components. When the access and egress points are not the same, an accessible route is provided to each. Accessible play opportunities with different access and egress points must allow the user the opportunity to return unassisted to the original transfer point. Ground Level Access Route in Play Area Maximum Running slope is 1:16 Maximum cross slope is 1:48 Vertical change of level under 1/4 inch high maximum is permitted Changes in level between 1/4 inch and 1/2 inch are beveled with a slope of less than 1:2 Width of Accessible Rout (Play Areas that are more than 1000 Square Feet) The minimum clear width of the accessibility route within the play area is 60' Restricted Minimum width is 24 inches for a distance of 60 inches Multiple Restricted Minimum width sections are separated by segments that are 60 inches wide and 60 inches long Width of Accessible Rout (Play Areas that are less than 1000 Square Feet) Actual Actual Actual Actual Actual Actual O El El The minimum clear width of the accessibility route within the play area is 44" 0 El Accessible Routs exceeding 30 feet have at least one turning space that is 60" radius or I shaped El 0 Restricted Minimum width is 24 inches for a distance of 60 inches 0 0 EJ Multiple Restricted Minimum width sections are separated by segments that are 60 inches wide and 60 inches long Vertical Clearance jjJ J The vertical clearance of the ground level access route is a minimum of 80" Handrails [J [J nw, Handrails are not required for ground level routs in the play area Priority: [jPriority 1 Priority 2 [J Priority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Transfer Systems on Play Equipment Worksheet (Complete one worksheet for each Playground) Yes No N/A General (ASTM F 1487-21, Section 10) (ADA Standards 2010 - Chapter 10, Section 1008) El U [J Elevated Routes are exempt from the vertical clearance requirements El U U 50% of elevated components must be on an accessible route reached by a ramp or transfer Play Areas with 20 Elevated Play Components ( see Accessibility of Equipment Worksheet) El 25% of elevated components or more are accessible by ramp El 25% of elevated components are accessible by transfer R H El Play Equipment with less than 50% of play components accessible by ramp have additional ground level play components Actual Accessible Routs on the Structures (ADA Standards 20 10 - Section 1008.2.4.2) Actual El [J [J The minimum clear width of the access route on the equipment is 36" Actual El 0 0 Restricted Minimum width is 32 inches for a distance of 24 inches El 0 0 Multiple Restricted Minimum width sections are separated by segments that are 48 inches wide and 36 inches long Transfer Station (ADA Standards 2010 - Section 1008.3) El i:i 0 Between 11" and 18" above the accessible route or wheelchair accessible platform Actual El U] 0 24" clear width Actual El 0 0 14" deep Actual [El 0 0 Transfer Station has Transfer Supports El 0 121 Transfer station has transfer space 48 inches long and 30 inches wide EEl 1=1 EJ The 48 inch side is centered on and parallel to the 24 inch side El U] 0 60" turning radius or minimum 36" wide T- shaped turning space El [J [J The maximum cross slope of the transfer space is 1:48 [2] [J [J The transfer station has an access step between the transfer station and the surfacing that complies with the requirements of accessible steps within the play structure. (Not Required) Accessible Platforms or steps within a play structure (ADA Standards 2010 - Section 1008.3) El i:i [J Vertical rise is less than 8" [2] 0 [J 24" clear width 21 0 0 14" deep Priority: U] Priority 1 [J Priority 2 U] Priority 3 [2]Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Materials and Manufacture Worksheet (Complete one worksheet for each Playground) Yes No N/A General (ASTMF 1487-21, Section 4.1) (CPSC #325-10, Section 2.5.5) El 0 C] Metals are painted, galvanized or otherwise treated. Equipment older than 1978 should be checked for lead paint. [J [J [] Woods is naturally rot and insect resistant or treated from the bottom of the footing to 6 above the surfacing (chromated copper arsenate (CCA), creosote, pentachlorophenal, tributal tin oxide and pesticides shall not be used on Playground equipment. El 0 0 Plastics are protected against ultraviolet light. Fasteners (ASTMF 1487-21, Section 4.2) El C] C] All fasteners are corrosion resistant or provided with corrosion resistant coating. El 0 [:] Lock washers, self locking nuts or other locking means are provided for all nuts and bolts. El 0 0 Hardware in moving joints and deck supports are secured against unintentional loosening. El [J i:i Moving suspended items are connected with bearings or bearing surfaces to reduce friction and wear. (Steel cable affixed to a hanger assembly performs as a bearing surface) El [=1 i:i Cable ends are inaccessible or capped. El U 0 Hooks and connecting devices comply with all protrusion and entanglement requirements. [?i 0 0 All bolts are trimmed to a maximum of two threads C] U El Tires (ASTM F 1487-21, Section 4.3) Tires do not trap water. 0 0 nv Tires do not have exposed steel belts. Maintenance Condition: ElGood ONeeds repair Priority: npriority 1 [] Priority 2 DPnority 3 ElComp1iant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project; Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION General Hazards Worksheet (Complete one worksheet for each Playground) Yes No N/A General Requirements (ASTMF 1487-21, Section 5) (CPSC #325-10 Section 3) El 0 0 Play equipment designed for a specific age group shall have all play activities on that equipment meet the requirements for that age group. 121 0 0 Play structures are anchored to the ground or not be intended to be relocated. Designated Play Surfaces (ASTMF 1487-21, Section 7.5.5 Section 7.5.6 Section 8.3.6 and Section 8.6.1.2) El 0 0 Guardrails, Barriers, Equipment Support Posts and Swing Structures and do not have designated play surfaces. Head and Neck Entrapment (ASTM F 1487-21, Section 6.1) (CPSC #325-10 Section 3.3. 1) tEl 0 J All completely bounded openings are less than 3.5" or larger than 9" (Openings that have the fall-surface as the lower boundaries are exempt.) El U All partially bound openings are in compliance (ASTM F 1487-11, Section 6.1.4) (Partially bound openings less than 24 inches above the surface are exempt) El 0 0 Depth of penetration issues comply with CPSC #325-10 Appendix B 2.5.4 El 0 0 Non rigid climbing components comply with CPSC #325-10, Appendix B 2.5.5 12] [J [J All angles are greater than 55 degrees. (CPSC #325-10, Section 3.3.2) (Angles that slope down or are horizontal are exempt.) Sharp Points and Sharp Edges (ASTMF 1487-21, Section 6.2) (CPSC #325-10 Section 3.4) V There shall be no sharp points or sharp edges on public play equipment V The ends of all tubing shall be provided with caps or plugs that can not be removed. V Chimes, tubes and other musical equipment is exempt V Cut off bolts shall be free of burrs, sharp points and sharp edges. Protrusions/Lmpalements(ASTMF 1487-21, Section 6.3) (CPSC #325-10 Section 3.2) El 0 0 No protrusions extend beyond the face of any of the three test gauges shown in Fig. A 1.10 El U A manipulative device attached to a rope, cable, or chain is exempt from meeting the projection criteria using the large 3-in. (76.2 nun) interior diameter projection gauge. Entanglements (ASTM F 1487-21, Section 6.4) (CPSC #325-10 Section 3.2) tEl 0 0 There are no entanglement hazards on play equipment Crush, and Shearing Points (ASTMF 1487-21, Section 6.5) (CPSC #325-10 Section 3.1) 0 0 El There are no accessible crush, or shearing points on playground equipment that could entrap a .62 dia. rod. Suspended Hazards (ASTMF 1487-21, Section 6.6) (CPSC #325-10 Section 3.5) tEl 0 0 No single cables, wires, ropes or similar flexible components are suspended between play units or from the ground to a unit within 45 degrees of horizontal unless it is above 84 inches high. El 0 0 Single single cables, wires, ropes or similar flexible components are a minimum of 1" at its widest dimension. El 0 0 The rope, cable or chain shall be fixed at both ends and not be capable of being looped back on itself, creating an inside loop perimeter greater than 5 inches. The rope or cable is brightly colored or contrast with its surroundings. V Chains and cables used for swings are exempt. V, Rope, cables and chain less than 7 inches long are exempt. 0 0 V Ropes are not used to suspend swings. Tripping Hazards (CPSC # 325 Section 9.7) (CPSC #325-10 Section 3.6) All anchoring devices, including horizontal bars and footings are below ground level. There are no broken or raised sections of walkways There are no damaged (including separated vinyl) surfacing on the decks and ramps. 0 i:i ' The Geotextile fabric under the Loose Fill surfacing is not exposed. Maintenance Condition: 12] Good U Needs repair Priority: 0 Priority 1 [J Priority 2 Priority 3 El Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 ('P'T 11-01A Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Guardrails and Barriers Worksheet (Complete one worksheet per Playground) Guardrails and Barriers are not required to surround designated play surfaces on play equipment for 2-12 year old users unless specifically required in ASTM F 1487-21 Section 8 Yes No N/A Guardrails (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) VI Guardrails completely surround elevated surfaces except for entrances and exit openings necessary for each event. VI Guardrails contain no designated play surfaces VI The maximum clear opening without a top horizontal guardrail is 15" (Stairs, Ramps, upper body components and components that provide a transfer point are exempted) VI Accessible ramps have a 2" high curb on both sides if the guardrail is beyond the edge of the ramp VI Accessible ramps have a 2" high curb on both sides unless the guardrail is within 1" of the ramp surface VI Accessible ramps have a 2" high curb on both sides if the ramp has two handrails and no barrier. 2 to 5 year old users VI Decks over 20" but not over 30" have guardrails VI Guardrails are required on upper platforms if the height difference exceeds 20 inches VI Minimum height of top guardrail is 29" VI Maximum height of lower guardrail is 23" VI Accessible ramps less than or equal to 30" have two handrails on both sides VI Top handrail on each side of ramps is between 26" and 28" VI Bottom handrail on each side of ramps is between 12" and 16" 5 to 12 year old users Decks over 30" but not over 48' have guardrails VI Guardrails are required on upper platforms if the height difference exceeds 30 inches VI Minimum height of top guardrail is 38" VI Maximum height of lower guardrail is 28" VI Accessible ramps less than or equal to 48" have guardrails on both sides VI Top handrail on each side of ramps is between 26" and 28" VI Bottom handrail on each side of ramps is between 12" and 16" Barriers (ASTMF 1487-21 Section 7.5.6) (CPSC #325-10 Section 5.1.3) [El 0 [3 Barriers completely surround elevated surfaces except for entrances and exit openings necessary for each event [] [J Barriers contain no designated play surfaces El 0 [3 The maximum clear opening without a top horizontal guardrail is 15" (Stairs, Ramps, upper body components and components that provide a transfer point are exempted) VI Accessible ramps that require barriers have a handrail on both sides between 26" and 28" VI Accessible ramps with barriers have a 2" high curb on each side if the barrier is beyond the edge of the ramp VI Accessible ramps have a 2" high curb on both sides unless the barrier is within 1" of the ramp surface VI Stairways with steps greater than 48" above the protective surface have Barriers (The height of the barrier is the distance from the top front edge of a step to the top of the barrier) 2 to 5 year old users VI Decks over 30" have Barriers. VI Barriers are required on upper platforms when the height difference exceeds 30 inches V Minimum height of barrier is 29" VI The openings preclude passage of the 3.5" torso probe 5 to 12 year old users Barriers on decks over 48", V Barriers are required on upper platforms when the height difference exceeds 48 inches VI Minimum height of barrier is 38" VI The openings preclude passage of the 3.5" torso probe Maintenance Condition: nvl Good flNeeds repair Priority []Priority 1 [3Priority 2 []Priority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Platforms/Decks Worksheet (Complete one worksheet per Playground) Yes No N/A Audit Platforms (ASTMF 148 7-21 Section 7.5) (CPSC #325-10 Section 5.1.1) El U U Platform surfaces are horizontal within +2* Platforms, landings, walkways and ramps do not trap water or debris. U 0 El Max. difference in height for 2 to 5 year old users is 12" unless an access component is provided El U U Max. difference in height for 5 to 12 year old users is 18" unless an access component is provided El 0 IJ An access component is provided [2] 0 0 Infihl openings on all decks and platforms comply with head entrapment requirements. 0 0 21 Infihl openings on decks and platforms over 30" do not exceed 3.5 "for 2 to 5 year old users (CPSC #325-10 Section 5.1.2) ii 0 0 Infill openings on decks and platforms over 48" do not exceed 3.5 "for 5 to 12 year old users (CPSC #325-10 Section 5.1.2) Use zone (ASTMF 1487-21 Section 9.1) (CPSC #325-10 Section 5.3.2.1.4) El 0 0 Mm. 72' in all directions from the perimeter of the unit E] C] [2] Minimum distance between adjacent structures that are under 30" high is 72'. [2] 0 [] Minimum distance between adjacent structures that are over 30" high is 108'. Overhead Clearance (ASTMF 1487-21 Section 9.8.4) El [] 0 Minimum clearance of 84' above designated play surfaces or pivot points of swings. U U El Minimum clearance of 42 inches above the pivot point of swings for entire use zone of Swings (as per Fig A1.58) The heights of Platforms/Decks given in this report are actual heights measured in the field not design heights. In the case of loose fill surfacing the difference in height from the design height to actual height may indicate that the surfacing material needs to be maintained or new material must be added. Maintenance Condition: ElGood F-1 Needs repair Priority: Priority 1 Priority 2 Priority 3 MV Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Stairways, Ladders and Ramps Worksheet (Complete one worksheet per Playground 2-12 year old users) Not intended to meet ADA/ABA specifications Yes No N/A General (ASTMF 1487-21 Section 7.2) (CPSC #325-10 Section 5.2.1) El El El Rung ladders, arch climbers, tire climbers are not used as sole means of access to equipment intended for use by 2 to 5 year old users. 0 [J El Platforms over 6' high have an intermediate standing surface to allow the user to halt the ascent and use an alternate means of decent. (CPSC #325-10 Section 5.2) El 0 0 Stairways and Ladders comply with the dimensions shown on Table 2. (Attached) El C] 0 Steps and rungs shall be evenly spaced within a tolerance of .25 inches vertically. (ASTM F 1487-21 Section 7.2. 1) El 0 0 Risers are closed if the space is between 3.5" and 9" [i I:J 0 When risers are closed, tread design prevents accumulation of sand, water or other materials El C] [] One set of stairs on a composite structure must have a transfer platform. El [J The transfer platform has an access step (not required) El [] [] Rungs and handrails have a diameter between .95" and 1,55". The preferred diameter is 1.25" El 0 0 Handrails are available at the beginning of first step. El 0 [J Handrails are not required for rung ladders (ASTM F 1487-21 Section 7.2.6) El 0 0 Stairways and Ladders that have more than one tread have continuous handrails on both sides. El 0 0 Stairways and ladders that only have one tread have hand support on both sides. El [J [J The vertical distance from front edge of step to the top surface of the handrail is between 22 and 38" El C] [J Accesses such as rung ladders, flexible climbers, arch climbers and tire climbers have alternate hand gripping support 0 0 El The depth of tread on the outer edge on spiral stairs is 7 inches or greater (ASTM F 1487-21 Section 7.3. 1) EJ U El If the design of the spiral stairs does not permit handrails on both sides, a continuous handrail is provided on the outside perimeter. Stairs and stepladders have a continuation of handrails from the access to the platform (ASTM F 1487-21 Section 7.4) Stairways with steps greater than 48" above the surfacing have protective barriers (ASTM F 1487-21 Section 7.5.6.1.1) H/ H H Maintenance Condition: El Good 0 Needs repair Priority: C] Priority 1 C] Priority 2 C] Priority 3 nV Compliant Comments:: ACFItImt.SB Type of Access 12-5 Year Old Users 1 5-12 Year Old Users Ramps (not intended to meet _ADA/BA specifications) tR" Slope (vertical :horizontal) e"18 rl:8 Width (single) - - Width (double) Stairways Tread width (single) Tread wWih(doub) Tread depth (open riser >7" >8" Tread depth (dosed riser) >9" Vertical rise <12 Step Ladder 50-75 deg Slope 50-75 deg >16 Tread width (single) 12-21" Tread width (double) Not appruiate >3' Tread depth (open riser) Tread depth (dosed riser) - - Véi(cail <9" <12" Rung ladders 75-90-dog Slope Rung Width Vertical rise <12 <12" Rung diarriter 0.95-1.55" 0.95-1.55 * entrapnwnt recornmndation apply to all openings in access conponents B SAFE Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Roofs Worksheet (Complete one worksheet per Structure) Roofs do not have Fall Height Requirements Yes V No N/A General '111 1117-21 Section 8.14) Roofs that are 84 inches above the underlaying designated Play Surface may be any angle V Roofs that are an integral part of a play structure and less than 84 inches above the underlaying designated Play Surface have no designated play surfaces El 0 Roof support members are designed to discourage climbing and have no designated play surfaces V Roof support members do not have designated Play Surfaces V Roofs over swings must be a minimum of 84 inch radius above the pivot point of the swing. V Roofs must be a minimum of 42 inches above the pivot point of the swings for the entire use zone of the swings. Maintenance Condition: El Good 0 Needs Repair Priority: 0 Priority 1 0 Priority 2 M Priority 3 [] Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 Yes No N/A DD DD DD DD DD DD DD DD DD PLAYGROUND SAFETY INSPECTION Signs and Labels Worksheet (Complete one worksheet for each Playground) General (ASTM F 1487-21 Sections 14 and 15) (CPSC 4325- 10 Section 2.2.6) Signs or labels are readily visible to the intended viewer. Age appropriateness Message The correct user group is identified. Adult Supervision recommended All play structures have the correct manufacturer's identification. Custom equipment carries the identification of the designer. Freestanding signs are outside of the equipment use area. Removal of helmets, drawstrings or accessories around the neck Warning message Drawstring warning labels are attached near slides and other equipment where potential entanglement may occur. (CPSC #325-10 Section 3.2.1) El Labels 0 Signs El Labels DSigns El El 0 Hazard of hot play surfaces and/or surfacing Warning message, when applicable. El 0 0 Hazard of installation of play equipment located over hard surfaces Warning message, when applicable. The warning labels meet legibility requirements. (The site management must replace labels if they are missing or not legible) The Warning labels must alert the viewer to the potential hazard in time to take appropriate action. Playcraft Manufacturer: - Custom Design by: Community Built: Maintenance Condition: Good Needs repair Priority: [J Priority 1 0 Priority 2 0 Priority 3 El Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Surfacing Material Worksheet (Complete one form per Playground) Fall Heights (ASTM F 1487-21, Section 8) (CPSC #325-10 Section 2.4 and 4.3) Climbers - the maximum height of the climbing component Platforms - the maximum height is: Merry-Go-Round - the maximum height of any part on the perimeter is Seesaws - the maximum attainable height is: Spring Rockers - the height of the seat or designated play surface is: Swings - the height of the pivot point is: Upper Body Equipment - the maximum height of the equipment Unacceptable surfacing materials (CPSC #325-10 Section 2.4) C] Asphalt C] Dirt Concrete [J Grass surfaces Unitary Materials [:]Tile Poured-In-Place O Mat C] Bonded Wood Fiber Loose Fill Materials ORecycled Rubber []Pea Gravel 0Sand C] Wood Mulch (non CCA treated) Yes No N/A Loose Fill Installation if installed over Hard Surfacing 0 0 J Installation complies with CPSC #325-10, Section 2.4.2.3 O CCA Treated Wood Mulch O Carpet not tested to ASTM F 1292 Synthetic Turf Synthetic Turf with sand fill Synthetic Turf with Crumb Rubber Fill O Wood Chips OEngineered Wood Fiber *Certificates of Compliance from the supplier stating that the surfacing material complies with the requirements of ASTM F 1292 - Impact Attenuation and ASTM F 1951 - Accessibility should be maintained on file for all man made loose fill and unitary products used on the playground. Manufacturer or Product: Poured-In-Place Product Depth: Impact Test []Yes n,, No Manufacturer or Product: Product Depth: Impact Test DYes DNo Manufacturer or Product: Product Depth: Impact Test DYes C] No Surfacing Material appears to be adequate: EYes 0 No C] Additional Material required Maintenance Condition: Good C]Needs attention * All loose fill materials must be leveled on a regular basis, (daily or weekly as required) to assure that there is sufficient fall material in all wear areas such as the ends of slides and to cover all footings. * Additional loose fill materials must be added regularly (once a year or as required) to maintain the required depth. Most equipment has markings on the poles to indicate the proper elevation of the fall materials, if not please refer to the attached table. NOTE: This worksheet only measures the depth of the surfacing materials used and identifies the product if possible. Depth comparison to available charts from CPSC and from suppliers is only an approximation of surface Impact Values. The only way to be assured that the surfacing provides the proper impact attenuation value is to conduct Impact Attenuation Field Testing as specified by ASTM F 1292. The California Playground Specifications only requires visual inspection "insofar as it can be seen without disassembling it or digging into the surfacing". This inspection does not include Field Testing for Impact Attenuation. Compliance with ASTM F 1292 and ASTM P1951 is not cernfled or implied by this report. Priority: C] Priority 1 C] Priority 2 C] Priority 3 [J Compliant Appears to be Compliant - no Impact Test Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 505 13-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Play Bridges and Ramps Worksheet (Complete one worksheet for each Bridge or Ramp does not apply to accessible ramps) Intended age of user: 2 to 5 year old El to 12 year old 1=12 to 12 year old Ground Level Height of top deck: Height of bottom deck: Type: El Solid ............El Arched n Flat E] Flexible ......... Belt 0 Cable 0 Chain OClatter 0 Disk E] Pod Spring Description: Yes No N/A General (ASTMF 1487-21 Section 8.2) (CPSC #325-10 Section 5.2.1) [El D 0 Rigid rungs do not twist or rotate Rung diameter is between .95" and 1.55" [J [] The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3. El El Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-17 Section 7.3.2.4) 0 0 El Ropes, chains and cables are secured at both ends. [] 0 [] The spaces between the sections of the flexible bridge and or between the sections of the bridge and the decks are not pinch crush hazards. Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) 2-5 year old users El El El Guardrails (20" to 30" decks) El El [El Barrier Panels (30" + decks) or on all decks El 0 El Play ramps are exempt El El 5-12 year old users Guardrails (30" to 48" decks) El El 0 Barrier Panels (48" + decks) or on all decks 0 0 E] Play Ramps are exempt Use Zone El 0 0 Minimum 72" in all directions from the perimeter of the unit i=i t=i El Minimum 72" between adjacent structures that are under 30" high El 0 1=] Minimum 108" between adjacent structures if one of them is more than 30" high El 0 0 Part of a composite Structure 0 0 El Part of a Play Functionally Linked Group Maintenance Condition: [E]Good El Needs Repair Priority: Priority 1 [] Priority 2 0 Priority 3 El Compliant Comments: West Structure above. Incline Bridge, West Structure, Compliant. Arch Bridge, West Structures, Compliant East Structure: Bridge B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leoland Plavround 5-12 PLAYGROUND SAFETY INSPECTION Climbers Worksheet (Complete one worksheet for each Climber) Intended age of user: 2 to 5 year old !J 5 to 12 year ol Installation []Free Standing jj Deck Access Type: FN Rigid Poly Climber LI Non Rigid l 2tol2 year old Deck #1 Ht:. Deck #2 Ht: Climber Ht: Designated play surface Ht: Yes No N/A General (ASTMF 1487-21 Section 7.3.2 and Section 8.2) (CPSC #325-10 Section 5.3.2) 0 CI [El Rigid rungs do not twist or rotate around its own axis. CI 0 [El Rigid rungs used for hand support are between .95" and 1.55" LI LI [E] Flexible components used as hand gripping components shall be between 0.62 and 1.55 in. (16 and 39.4 mm) in diameter. C] CI El Climbers do not have interior climbing bars or other ridged structural components that a child may fall on. CI LI [El Climbers used for access are securely anchored at each end LI [I [El When one end of a flexible component is connected to the ground the anchor is beneath the minimum depth of protective surface. (Tensioning devices are not considered to be part of the anchoring devise) LI LI [E] Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.6.5 (the head probe passes through the space with a force of less than 50#) 0 0 [El The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) 0 0 [] Free standing arch climbers are not recommended for 2 to 5 year old users LI LI [El Arch climbers and flexible components are not sole access to other components for 2-5 year old users. (ASTM F 1487-21 Section 7.3.2.1 and CPSC #325-10 Section 5.3.2.2) 0 0 [E Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-21 Section 7.3.2.4)\ [El 0 0 The opening in the guardrail or barrier is less than 15" or has the top rail of a Guardrail. (ASTMF 1487-21 Section 7.5.6.3) (Stairs ramps and upper body equipment is exempt) El 0 CI The stepping surface for final access is not above the deck height. (ASTMF 1487-21 Section 7.4.3) LI LI [El Ropes cables and chains are secured at both ends (CPSC #325-10 Section 5.3.2.3) 0 0 IEI Ropes cables and chains are not capable of being looped back on itself creating a loop with an inside circumference of > 5" (CPSC #325-10 Section 3.5) Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) LI 0 tEl 2-5 year old users 30" decks) Guardrails (20" to LI 0 EEl Barrier Panels (30" + decks) or on all decks 5-12 year old users 0 CI tEl Guardrails (30" to 48" decks) El LI [J Barrier Panels (48" + decks) or on all decks Use Zone (ASTMF 1487-1219.3.2) (CPSC #325-10 Section 5.3.2.1.4) [El 0 Minimum 72" in all directions from the perimeter of the unit 0 El Minimum 72" between adjacent structures that are under 30" high 0 Minimum 108" between adjacent structures if one of them is more than 30" high " Part of a composite Structure LI 0 [El Part of a Play Functionally Linked Group Maintenance Condition: [EJGood ONeeds Repair Priority: C]rioriti 1 flPnority 2 C]Priority 3 Compliant Comments: West Structure above. Poly Incline Climber, Compliant. Poly Rock Climbere, Compliant. 2 Pod Climber, Compliant. East Structure: Poly Climber, Compliant. Incline Poly Climber, Compliant. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leoland Plavround 5-12 PLAYGROUND SAFETY INSPECTION Climbers Worksheet (Complete one worksheet for each Climber) Intended age of user: LI 2 to 5 year old • 5 to 12 year old LI 2 to 12 year old Installation []Free Standing [j] Deck Access Deck #1 Ht:. Deck #2 Ht: Climber Ht: Type: [I Rigid Loop Arch Climber LI Non Rigid Designated play surface Ht: Yes No N/A General (ASTMF 1487-21 Section 7.3.2 and Section 8.2) (CPSC #325-10 Section 5.3.2) [2] LI Rigid rungs do not twist or rotate around its own axis. [21 C] [=1 Rigid rungs used for hand support are between .95" and 1.55" LI LI [2] Flexible components used as hand gripping components shall be between 0.62 and 1.55 in. (16 and 39.4 mm) in diameter. [El LI 0 Climbers do not have interior climbing bars or other ridged structural components that a child may fall on. LI El [El Climbers used foraccess are securely anchored at each end U [] EEl When one end of a flexible component is connected to the ground the anchor is beneath the minimum depth of protective surface. (Tensioning devices are not considered to be part of the anchoring devise) LI LI [E Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.6.5 (the head probe passes through the space with a force of less than 5011) LI El [2] The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) LI El Free standing arch climbers are not recommended for 2 to 5 year old users 0 LI El Arch climbers and flexible components are not sole access to other components for 2-5 year old users. (ASTM F 1487-21 Section 7.3.2.1 and CPSC #325-10 Section 5.3.2.2) LI LI 1:21 Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-21 Section 7.3.2.4)1 [2] 0 0 The opening in the guardrail or barrier is less than 15" or has the top rail of a Guardrail. (ASTMF 1487-21 Section 7.5.6.3) (Stairs ramps and upper body equipment is exempt) El 0El The stepping surface for final access is not above the deck height. (ASTMF 1487-21 Section 7.4.3) LI 0 [2] Ropes cables and chains are secured at both ends (CPSC #325-10 Section 5.3.2.3) LI 0 [2] Ropes cables and chains are not capable of being looped back on itself creating a loop with an inside circumference of > 5" (CPSC #325-10 Section 3.5) Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) 2-5 year old users LI LI [2] Guardrails (20" to 30" decks) LI LI [2] Barrier Panels (30" + decks) or on all decks 5-12 year old users LI [El Guardrails (30" to 48" decks) 12] Barrier Panels (48" + decks) or on all decks Use Zone (ASTMF 1487-1219.3.2) (CPSC #325-10 Section 5.3.2.1.4) El El LI Minimum 72" in all directions from the perimeter of the unit LI LI 12] Minimum 72" between adjacent structures that are under 30" high 12] 0 0 Minimum 108" between adjacent structures if one of them is more than 30" high LI Part of a composite Structure 0 [2] Part of a Play Functionally Linked Group Maintenance Condition: ElGood []Needs Repair Priority: Dpriorit I []Priority 2 DPriorit3' 3 ElCompliant Comments: West Structure above. Interior Pipe Climber, Compliant. Vertical Pipe Climber, Compliant. East Structure: Vertical Ladder Pipe Climber, Compliant. Vertical Ladder Climber, Compliant. Interior Vertical Ladder Climber, Compliant. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Climbers Worksheet (Complete one worksheet for each Climber) Intended age of user: 2 to 5 year old • 5 to 12 year old 2 to 12 year old Installation Free Standing []Deck Access Deck #1 Ht:. Deck #2 Ht: Climber Ht: Type: fl Rigid RE Non Rigid Cable Climber Designated play surface Ht: Yes No N/A General (ASTMF 1487-21 Section 7.3.2 and Section 8.2) (CPSC #325-10 Section 5.3.2) 0 0 El Rigid rungs do not twist or rotate around its own axis. El 0 El Rigid rungs used for hand support are between .95" and 1.55" [El C] 0 Flexible components used as hand gripping components shall be between 0.62 and 1.55 in. (16 and 39.4 mm) in diameter. 0 0 El Climbers do not have interior climbing bars or other ridged structural components that a child may fall on. C] 0 El Climbers used for access are securely anchored at each end El [J C] When one end of a flexible component is connected to the ground the anchor is beneath the minimum depth of protective surface. (Tensioning devices are not considered to be part of the anchoring devise) El 0 0 Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.6.5 (the head probe passes through the space with a force of less than 50#) El 0 [] The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) 0 [J El Free standing arch climbers are not recommended for 2 to 5 year old users C] U El Arch climbers and flexible components are not sole access to other components for 2-5 year old users. (ASTM F 1487-21 Section 7.3.2.1 and CPSC #325-10 Section 5.3.2.2) C] 121 El Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-21 Section 7.3.2.4)1 O C] In, The opening in the guardrail or barrier is less than 15" or has the top rail of a Guardrail. (ASTMF 1487-21 Section 7.5.6.3) (Stairs ramps and upper body equipment is exempt) C] 121 tEl The stepping surface for final access is not above the deck height. (ASTMF 1487-21 Section 7.4.3) El 0 [J Ropes cables and chains are secured at both ends (CPSC #325-10 Section 5.3.2.3) El [J [J Ropes cables and chains are not capable of being looped back on itself creating a loop with an inside circumference of > 5" (CPSC #325-10 Section 3.5) Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) C] C] El 2-5 year old users 30" decks) Guardrails (20" to U] U] El Barrier Panels (30" + decks) or on all decks 5-12 year old users C] C] Guardrails (30' to 48" decks) D El V Barrier Panels (48" + decks) or on all decks Use Zone (ASTMF 1487-1219.3.2) (CPSC #325-10 Section 5.3.2.1.4) El C] [J Minimum 72" in all directions from the perimeter of the unit 0 C] El Minimum 72" between adjacent structures that are under 30" high [El U] [J Minimum 108" between adjacent structures if one of them is more than 30" high U] E Part of a composite Structure V 0 0 Part of a Play Functionally Linked Group Maintenance Condition: [ElGood ONeeds Repair Priority: C]Priority 1 Priority 2 U]Priority 3 ElComp1iant Comments: East Structures above. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leo1and Playground 5-12 PLAYGROUND SAFETY INSPECTION Climbers Worksheet (Complete one worksheet for each Climber) Intended age of user: F1 to 5 year old j 5 to 12 year old [12 to 12 year old Installation F-1 Free Standing F-1 Deck Access Deck #1 Ht:. Deck #2 Ht: Climber Ht: Type: [1 Rigid Non Rigid Disc Designated play surface Ht: Yes No N/A General (ASTMF 1487-21 Section 7.3.2 and Section 8.2) (CPSC #325-10 Section 5.3.2) 0 [1 21 Rigid rungs do not twist or rotate around its own axis. O 0 El Rigid rungs used for hand support are between .95" and 1.55" El 0 0 Flexible components used as hand gripping components shall be between 0.62 and 1.55 in. (16 and 39.4 mm) in diameter. Li C] El Climbers do not have interior climbing bars or other ridged structural components that a child may fall on. 0 U El Climbers used for access are securely anchored at each end El El 0 When one end of a flexible component is connected to the ground the anchor is beneath the minimum depth of protective surface. (Tensioning devices are not considered to be part of the anchoring devise) El i: El Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.6.5 (the head probe passes through the space with a force of less than 50#) El [1 C] The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) 0 [1MV Free standing arch climbers are not recommended for 2 to 5 year old users 0 El El Arch climbers and flexible components are not sole access to other components for 2-5 year old users. (ASTM F 1487-21 Section 7.3.2.1 and CPSC #325-10 Section 5.3.2.2) J F,11 Flexible components used as access to other components of equipment used by 2 to 5 year old users shall allow users to bring both feet to the same level before ascending to the next level. (ASTMF 1487-21 Section 7.3.2.4)1 0 J n-1 The The opening in the guardrail or barrier is less than 15" or has the top rail of a Guardrail. (ASTMF 1487-21 Section 7.5.6.3) (Stairs ramps and upper body equipment is exempt) 0 0 J The stepping surface for final access is not above the deck height. (ASTMF 1487-21 Section 7.4.3) El 0 0 Ropes cables and chains are secured at both ends (CPSC #325-10 Section 5.3.2.3) El 0 0 Ropes cables and chains are not capable of being looped back on itself creating a loop with an inside circumference of > 5" (CPSC #325-10 Section 3.5) Guardrails and Barrier Panels (ASTMF 1487-21 Section 7.5.5) (CPSC #325-10 Section 5.1.3) 2-5 year old users 0 0 " Guardrails (20" to 30" decks) El El V Barrier Panels (30" + decks) or on all decks 5-12 year old users 0 El Guardrails (30" to 48" decks) 0 El Barrier Panels (48" + decks) or on all decks Use Zone (ASTMF 1487-1219.3.2) (CPSC #325-10 Section 5.3.2.1.4) HV 0 Minimum 72" in all directions from the perimeter of the unit El V Minimum 72" between adjacent structures that are under 30" high El [1 Minimum 108" between adjacent structures if one of them is more than 30" high 9' Part of a composite Structure V [1 Part of a Play Functionally Linked Group Maintenance Condition: ElGood ONeeds Repair Priority: [-]Priority 1 []Priority 2 OPriority 3 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Crawl Tubes Worksheet (Complete one worksheet for each Crawl Tube) Intended age of user: 2 to 5 year old Z 5 to 12 year old Installation: E Surface 21 Deck Yes No N/A Shape: I I Straight 90 degree H' "S" shape "C" shape Level H R Sloped Material: r1 Coated Mesh " Concrete Plastic Steel E H H Openings: Open Ports windows 2 to 12 year old Height of Top Deck: Height of Lower Deck: Guardrails and Barrier Panels (ASTM F 1487-17 Section 7.5.5) (CPSC #325-10 Section 5.1.3) 2-5 year old users E H Guardrails (20 to 30 inch decks) ' Barrier Panels (30 inch + decks) or on all decks 5-12 year old users ' Guardrails (30 to 48 inch decks) Barrier Panels (48 inch + decks) or on all decks Use Zone (ASTMF 1487-17 Section 9.3.2) (CPSC #325-10 Section 5.3.2.1.4) Minimum 72" in all directions from the perimeter of the unit " Minimum 72" between adjacent structures that are under 30" high Minimum 108" between adjacent structures if one of them is more than 30" Part of a composite structure ' Part of a play functionally linked group Maintenance Condition: Good DNeeds Repair Priority: OPriority 1 D Priority 2 n Priority 3 J Compliant Comments: West Structure above. Crawl Tunnel, Ground, Compliant. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Leo1arid Plavround 5-12 PLAYGROUND SAFETY INSPECTION Slide Worksheet (Complete one worksheet for each Slide) Spiral Slides with more than (360 deg.) are not recommended for 2 to 5 year old users Intended age of user: 02 to 5 year old [05 to 12 year old 02 to 12 year old Type of slide: OStraight OCurvedOspiral []Roller El Tube Height of Slide: 72 Description Double Yes No N/A General (ASTMF 1487-21, Section 8.5) (CPSC #325-10 Section 5.3.6) Platform El 0 0 Slides with more than (360 deg.) are not recommended for 2 to 5 year old users El 0 0 Minimum length is 14" El 0 0 Width is equal to or wider than width of slide El 0 0 Handholds are on both sides of slide El 0 0 The slide entry channels the user into a sitting position (guardrail, hood etc.) Slide El 0 The height/length ratio of the sliding surface does not exceed 0.577 (30 deg.) [El 0 0 No span of the sliding surface has a slope that exceeds 50 deg.. o o El The side rail on flat slides is a mm. of 4" high for full length of the slide O 0 El The slide chute width for 2 to 5 year old users is 12 inches or greater o 0 El The slide has a maximum rotation of 360 degrees (2-5 year old users) El 0 0 The slide chute width for 5 to 12 year old users is 16 inches or greater E] 0 El Side height with curved cross section is 4" above 12" horizontal for 2 to 5 year old users 0 0 (El Side height with curved cross section is 4" above 16" horizontal for 5 to 12 year old users O 0 El The minimum interior diameter of tube slides is 23" 0 0 El Roller slides do not have any spaces more that 3/16" (ASTMF 1487-21, Section 8.9.2.1) 0 0 El Embankment slide chute is maximum height of 12 inches above the underlying ground surface. (CPSC #325-10 Section 5.3.6.3.1) Exit region Actual El 0 0 The slide has an exit region with a minimum length of 11" Actual 10 El 0 0 The slope is between 0 and -10 Actual O 0 El Slides no more than 4' high have exit height no greater than 11' El 0 0 Slides over 4' high to have an exit height between 7" and 15" O 0 [El The exit height of Embankment slides shall be no greater than 12 inches. O 0 El The fall height in the exit zone of an embankment slide shall be a minimum of 40 inches Actual El 0 0 Exit region to be rounded or curved Actual Use Zone (ASTMF 1487-21, Section 9.6) (CPSC #325-10 Section 5.3.6.5) El 0 0 6' from all portions of structure Actual El 0 0 Exit use zone is equal to height of slide (6 foot minimum - 8 foot maximum) Actual Slide Exit Clearance Zone (ASTMF 1487-21, Section 9.6.3) El 0 0 Slide clearance zone extends to the end of the use zone El 0 0 Side clearance is 21" horizontal from inside face of side wall at top of sidewalls (Spiral slides are exempt on the inside radius) 0 0 El Side clearance zones of parallel slides may overlap El 0 0 60' vertical from slide surface. (Spiral slides are exempt) 0 0 El Clearance zones of merging slides do not overlap Slide Entanglement Zone (ASTMF 1487-21, Section 6.4.1) (CPSC #325-10 Appendix B 2.3) El 0 0 The slide is free of entanglement hazards Maintenance Condition: [E]Good 0 Needs repair Priority: []Priority 1 []Priority 2 Priority 3 (ECompliant Comments: West Structure. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPST 50513-0324 Project: Leoland PIavround 5-12 PLAYGROUND SAFETY INSPECTION Slide Worksheet (Complete one worksheet for each Slide) Spiral Slides with more than (360 deg.) are not recommended for 2 to 5 year old users Intended age of user: 02 to 5 year old5 to 12 year old 02 to 12 year old Type of slide: RIStraight CurvedDSpiral DRoller OTube Height of Slide: Description El Tunnel Slide Yes No N/A General (ASTMF 1487-21, Section 8.5) (CPSC #325-10 Section 5.3.6) Platform El 0 0 Slides with more than (360 deg.) are not recommended for 2 to 5 year old users El 0 0 Minimum length is 14" El El 0 Width is equal to or wider than width of slide El D El Handholds are on both sides of slide El 0 0 The slide entry channels the user into a sitting position (guardrail, hood etc.) Slide El 0 0 The height/length ratio of the sliding surface does not exceed 0.577 (30 deg.) El 0 0 No span of the sliding surface has a slope that exceeds 50 deg.. 0 0 El The side rail on flat slides is a mm. of 4" high for full length of the slide 0 0 The slide chute width for 2 to 5 year old users is 12 inches or greater O 0 (a The slide has a maximum rotation of 360 degrees (2-5 year old users) U 0 El The slide chute width for 5 to 12 year old users is 16 inches or greater El El [] Side height with curved cross section is 4" above 12" horizontal for 2 to 5 year old users 0 i:i El Side height with curved cross section is 4" above 16" horizontal for 5 to 12 year old users El 0 0 The minimum interior diameter of tube slides is 23" F-1 o El Roller slides do not have any spaces more that 3/16" (ASTMF 1487-21, Section 8.9.2.1) o 0 El Embankment slide chute is maximum height of 12 inches above the underlying ground surface. (CPSC #325-10 Section 5.3.6.3.1) Exit region Actual El 0 The slide has an exit region with a minimum length of 11" - Actual - El 0 0 The slope is between 0 and -10 Actual - 0 0 El Slides no more than 4' high have exit height no greater than 11'' El 0 0 Slides over 4' high to have an exit height between 7" and 15" E] o El The exit height of Embankment slides shall be no greater than 12 inches. 0 El j The fall height in the exit zone of an embankment slide shall be a minimum of 40 inches Actual 2 El 0 0 Exit region to be rounded or curved Actual - Use Zone (ASTMF 1487-21, Section 9.6) (CPSC #325-10 Section 5.3.6.5) El 0 0 6' from all portions of structure Actual - El 0 0 Exit use zone is equal to height of slide (6 foot minimum - 8 foot maximum) Actual - Slide Exit Clearance Zone (ASTMF 1487-21, Section 9.6.3) El 0 0 Slide clearance zone extends to the end of the use zone El El El Side clearance is 21" horizontal from inside face of side wall at top of sidewalls (Spiral slides are exempt on the inside radius) 0 0 El Side clearance zones of parallel slides may overlap E3 o [2] 60" vertical from slide surface. (Spiral slides are exempt) 0 0 El Clearance zones of merging slides do not overlap Slide Entanglement Zone (ASTMF 1487-21, Section 6.4.1) (CPSC #325-10 Appendix B 2.3) [2] 0 0 The slide is free of entanglement hazards Maintenance Condition: ElGood 0 Needs repair Priority: []Priority 1 Dprmority 2 0 Priority 3 ElCompliant Comments: West Structureabove.El Tunnel Slide & El Tunnel Slide (NW), & Spyro Tunnel Slide & Curved TunnelCompliant East Structure: Curved Tunnel Slide, Compliant. Spyro Tunnel Slide, Compliant. El Tunnel Slide, Compliant. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 5013-0324 Project: Leo1and Plavaiound 5-12 PLAYGROUND SAFETY INSPECTION Slide Worksheet (Complete one worksheet for each Slide) Spiral Slides with more than (360 deg.) are not recommended for 2 to 5 year old users Intended age of user: 02 to 5 year old5 to 12 year old 02 to 12 year old Type of slide: 0 Straight CurvedSpira1 0Roller OTube Height of Slide: Description Spyroslide Yes No N/A General (ASTMF 1487-21, Section 8.5) (CPSC #325-10 Section 5.3.6) Platform El 0 0 Slides with more than (360 deg.) are not recommended for 2 to 5 year old users El 0 0 Minimum length is 14" El 0 0 Width is equal to or wider than width of slide El 0 0 Handholds are on both sides of slide El 0 D The slide entry channels the user into a sitting position (guardrail, hood etc.) Slide El 0 0 The height/length ratio of the sliding surface does not exceed 0.577 (30 deg.) El 0 0 No span of the sliding surface has a slope that exceeds 50 deg.. C] o 9 The side rail on flat slides is a rain, of 4" high for full length of the slide O 0 9 The slide chute width for 2 to 5 year old users is 12 inches or greater O 0 El The slide has a maximum rotation of 360 degrees (2-5 year old users) M o 9 The slide chute width for 5 to 12 year old users is 16 inches or greater 0 0 El Side height with curved cross section is 4" above 12" horizontal for 2 to 5 year old users 9 0 0 Side height with curved cross section is 4" above 16" horizontal for 5 to 12 year old users 0 0 El The minimum interior diameter of tube slides is 23" O 0 El Roller slides do not have any spaces more that 3/16" (ASTMF 1487-21, Section 8.9.2.1) O 0 El Embankment slide chute is maximum height of 12 inches above the underlying ground surface. (CPSC #325-10 Section 5.3.6.3.1) Exit region Actual El 0 0 The slide has an exit region with a minimum length of 11" Actual : 0 0 0 The slope is between 0 and -10 Actual - o 0 El Slides no more than 4' high have exit height no greater than 11'' El 0 0 Slides over 4' high to have an exit height between 7" and 15" 0 0 El The exit height of Embankment slides shall be no greater than 12 inches. 0 0 El The fall height in the exit zone of an embankment slide shall be a minimum of 40 inches Actual .. 9 0 0 Exit region to be rounded or curved Actual - Use Zone (ASTMF 1487-21, Section 9.6) (CPSC #325-10 Section 5.3.6.5) 2] 0 6' from all portions of structure Actual 0 0 0 Exit use zone is equal to height of slide (6 foot minimum - 8 foot maximum) Actual Slide Exit Clearance Zone (ASTMF 1487-21, Section 9.6.3) 0 0 0 Slide clearance zone extends to the end of the use zone o o El Side clearance is 21" horizontal from inside face of side wall at top of sidewalls (Spiral slides are exempt on the inside radius) 0 0 El Side clearance zones of parallel slides may overlap O 0 El 60" vertical from slide surface. (Spiral slides are exempt) 0 0 El Clearance zones of merging slides do not overlap Slide Entanglement Zone (ASTMF 148 7-21, Section 6.4.1) (CPSC #325-10 Appendix B 2.3) El 0 0 The slide is free of entanglement hazards Maintenance Condition: 9Good 0 Needs repair Priority: [—]Priority 1 []Priority 2 0 Priority 3 2]Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 ('.PST 50513-0324 Project: Leuoland Plavroimd 5-12 PLAYGROUND SAFETY INSPECTION Stationary Play Equipment Worksheet Type Elevated Elevated Ground Level Ground Level Accessible Accessible Talk Tubes Sand Boxes Sand and Water Tables Activity Tables Activity Walls Play Panels Play Houses Benches Wheels Telescopes Megaphones Digger Toys Log Rolls Others 1 1 Descriptioll - Elevated: West: Nmia. Castle Panels. Incline Bubble Panels (2). East: Bubble.(3). Bell. Ball.(2) Panels. Tic Tac Toe. Match 8 Panel. Chimes. Rocket (2. Seat. Gear. Imane. Zoo (2) Panels Description - at Grade: West: Door. Castle. Seat. East: Seat. Driver. Activity Panel. D Panel. Hole.Panel. Table Panel Yes No N/A Use Zone ASTMF 1487-21 Section 9.2.1) (CPSC #325-10 Section 5.3.9) 0 0 EJ Equipment that requires the child to be standing or sitting at ground level and to maintain constant contact with the ground during play has no individual use zone but must have sufficient space between it and adjacent equipment for play and circulation. 0 0 El The use zone of two or more stationary play structures that are play functionally linked are determined as if the separate equipment are part of a composite structure. 0 U f Stationary equipment does not require a use zone but may not infringe on the use zone of any other component. Accessibility for 2-5 Year Old Users ( ASTM F 1487-21 Section 10) (ADA 2010 Section 1008.4.3) 0 0 Play Tables may provide parallel approach with a maximum height of 31 inches. 0 0 j Reach range is 20" to 36" (ADA 2010 Section 1008.4.2) (Wheelchair access only, not appropriate for Transfer system access) Accessibility for 5-12 Year Old Users (ASTM F 1487-21 Section 10) (ADA 2010 Section 1008.4.3) [J [J [] The minimum Vertical leg clearance under tables is 24" 0 0 El The minimum horizontal clearance under tables is 17" O 0 in/ The maximum table height is 30" 0 0 El Reach Range is 18" to 40 " for 5-8 year old users (Wheelchair access only, not appropriate for Transfer system access) Reach Range is 16" to 44 " for 9-12 year old users (Wheelchair access only, not appropriate for Transfer Maintenance Condition: system access) EEl Good 0 Needs Repair Priority: Priority 1 [J Priority 2 [J Priority 3 El Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY INSPECTION Upper Body Equipment Worksheet Complete one worksheet for each Unit) Type: Horizontal ladders Chinning Bars 0 Ring Ladders Turning Bar Parallel Bars Others: Installation: D Free standing E] Deck Mount Description: Circular Horizontal Ladder Yes No N/A General (ASTMF 1487-21 Section 8.3) (CPSC #325-10 Section 5.3.2.4) F7 Hand gripping devices do not twist or rotate FV Rung diameter is between .95" to 1.55" diameter V The max. horizontal distance from leading edge of landing to first handhold is 10' Actual V The first handhold of either end is not directly over a platform or rung. V If access and egress is provided by rungs, the horizontal distance from leading edge of landing Actual to first handhold is a mm. of 8" and a max. of 10" V If overhead rings are suspended by chains, the maximum length is 7" Actual RH .' The maximum distance between the uppermost pivot and the bottom of the handgrip device Actual shall be no greater than 15" O 0 (2] Guardrails and barriers are not required on landing structures for upper body equipment. Intended user age 2 to 5 years 0 0 El Horizontal ladders and overhead rings are not recommended for children under 4 years old. o o Maximum height for use by 4 year old users is 60" Actual o 0 (2] Maximum height of landing structure for use by 4 year old users is 18" Actual 0 [El Maximum center to center distance between rungs is 12" Actual O [EJ Horizontal ladders intended for 4 year old users have rungs that are parallel to one another and evenly spaced. Intended user age 5 to 12 years El 0 0 The Maximum height for use by 5 to 12 year old users is 84" Actual V V H H Maximum height of landing structure for use by 5 to 12 year old users is 36" Maximum to distance between rungs is 15 center center Actual Actual (Does not apply to overhead rings) Wheelchair users o o The maximum height for wheelchair users is 54" Use Zone (ASTM F 1487-21 Section 9.2. 1) V 0 0 Minimum 72" in all directions from the perimeter of the unit Actual V 0 0 Minimum 108" between adjacent structures Actual 0 [E] Part of a composite structure [El 0 0 Part of a Play functionally Linked Group Maintenance Condition: El Good D Needs repair Priority: n Priority 1 [] Priority 2 0 Priority 3 Compliant Comments: East Structure above. Tri Pine Honzontl Ladder, Comnliant. B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: PLAYGROUND SAFETY INSPECTION Upper Body Equipment Worksheet Complete one worksheet for each Unit) Type: D Horizontal ladders Chinning Bars tEl Ring Ladders Turning Bar [J Parallel Bars 9 Others: Installation: F1 Free standing []Deck Mount Description: Ring Bridge Ladder Yes No N/A General (ASTMF 1487-21 Section 8.3) (CPSC #325-10 Section 5.3.2.4) o " Hand gripping devices do not twist or rotate o v Rung diameter is between .95" to 1.55" diameter El The max. horizontal distance from leading edge of landing to first handhold is 10" Actual The first handhold of either end is not directly over a platform or rung. If access and egress is provided by rungs, the horizontal distance from leading edge of landing Actual - to first handhold is a mm. of 8" and a max. of 10" If overhead rings are suspended by chains, the maximum length is 7" H H Actual H - The maximum distance between the uppermost pivot and the bottom of the handgrip device Actual - shall be no greater than 15" o o Guardrails and barriers are not required on landing structures for upper body equipment. Intended user age 2 to 5 years 0 0 9 Horizontal ladders and overhead rings are not recommended for children under 4 years old. E] o El Maximum height for use by 4 year old users is 60" Actual - E] 0 9 Maximum height of landing structure for use by 4 year old users is 18" Actual - 0 Q 9 Maximum center to center distance between rungs is 12" Actual - 0 0 9 Horizontal ladders intended for 4 year old users have rungs that are parallel to one another and evenly spaced. Intended user age 5 to 12 years 0 0 0 The Maximum height for use by 5 to 12 year old users is 84" Actual 76 v i' Maximum height of landing structure for use by 5 to 12 year old users is 36" Maximum to distance between rungs is 15 center center Actual - - Actual (Does not apply to overhead rings) - Wheelchair users 0 0 El The maximum height for wheelchair users is 54" Use Zone (ASTM F 1487-21 Section 9.2. 1) El 0 Minimum 72" in all directions from the perimeter of the unit Actual - El 0 H Minimum 108" between adjacent structures Actual - El 0 El Part of a composite structure El 0 0 Part of a Play functionally Linked Group Maintenance Condition: 9 Good E Needs repair Priority: El Priority 1 [J Priority 2 0 Priority 3 9 Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 Project: Legoland Playground 5-12 PLAYGROUND SAFETY AUDIT Vertical Axis Rotating EQuipment General: Description of units: Fall Height . Sninner I . 12 3. _______________________________________ 3. 4. 4. The Fall height is the height of the perimeter where the user is expected to sit or stand. Yes No N/A General (ASTM F 1487-21 Section 8.8) (CPSC #325-10 Section 5.3.4) I-] [21 Maximum height of standing surface when designed for use by 2-5 year old's is 14" El 0 Maximum height of standing surface when designed for use by 5-12 year old's is 18" 0 El Minimum clearance under platform is 9" (Platforms with diameter less than 20 " are exempt) 0 0 El There is no oscillation motion. 0 C] El Speed is limited to 13 ft/sec (Equipment with diameters less than 20" are exempt) 0 0 [2] Difference between minimum and maximum radii does not exceed 2" o 0 [2] No components extend beyond the perimeter of the platform El Handgrips are provided for platforms on which children sit, or the platform is dish or tub like R D 0 El The surface of the platform is continuous and any opening between the axis and the platform comply with the requirements in ASTM F 1487-21 Sections 6.3 and 6.5 El C] El There are no accessible sheering or crushing mechanisms in the undercarriage El C] El Flexible Components (ASTMF 1487-21 Section 8.2.5) H El El The mesh structure does not have a clear opening between flexible members with a vertical dimension greater than 72". The diameter of the vertical space is no greater than 18 inches when intended for users 2-5 year old's. The diameter the is than 20 inches intended for 5-2 El D El of vertical space no greater when users year old's. Spaces between flexible components comply with CPSC #325-10 Appendix Section B 2.5.5 (the head probe passes through the space with a force of less than 50#) o o [El The perimeter of any flexible opening is less than 17 inches or greater than 28 inches (CPSC #325-10 Section 5.3.2.3) 0 0 [2] Use Zone (ASTMF 1487-21 Section 9.3) (CPSC #325-10 Section 5.3.4.1) Single user equipment such as sand diggers which require the user to maintain contact with the ground during play have no individual use zone requirements Minimum 72" in all directions from the perimeter of the unit No other equipment use zones may overlap the use zone of equipment that rotates around a vertical axis.. Rotating equipment less than 20" in diameter is exempt if the height of adjacent equipment is less than 30" Minimum 72" between adjacent structures that are under 30" high Minimum 108" between adjacent structures if one of them is more than 30" high Maintenance Condition: J Good M Needs repair Priority: Priority 1 0 Priority 2 D Priority 3 J Compliant Comments: B SAFE Playground Inspection Services Inc. 10349 Ormond Street Sunland, CA 91040 CPSI 50513-0324 paoffo@ Phu I1EIflU 3288 G,ei,I/a '1 Court Cafislail 082810 eriiail: SOS@DaCihCia!1iL]C.CO[aTl tiefa: tJ.DaCitic12113c.00E3 POflQ: 160-590-1355 FO: 160-599-1385 Thursday, July 21, 2022 Carlsbad, California Legoland Aquazone Playground Project This letter has the purpose of listing the corrections addressed in the submittal herein attached, which includes: Interwest's plan review correction list; IPEMA certification sheets in lieu of engineering calculations for the playground equipment, with a letter from the manufacturer Playcraft Systems; Stamped and signed engineering calculations of the shade structures: one set for 10' single cantilever umbrella shades and one set for 10' double cantilever shades. Thank you, Alexandre Campos VP, Design Management Pacific Play Systems, Inc. alexc@pacificplayinc.com C WA (4' INTERNATIONAL PLAY EQUIPMENT SSOCIATION Amedca IiEE®jj1 M111NsIE ISSUE DATE: January 12,2021 Requested By Kassi Hove ) / / / ) / -Self j In the interest of public playground safety, IPEMA provides a third party certificatio'h service whereby TOy SOD America validates a manufacturer's certification of conformance to ASTM F1292-18 Standard Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment Standard, Section 4.2, Performance Criterion and/or ASTM F3351-19 Standard Test Method for Playground Surface Impact Testing in Laboratory at Specified Test Height. The manufacturers listed below have received written validation from TOy SOD America that the products listed conform with the requirements of ASTM Fl 292-18, Section 4.2 and/or ASTM F3351-19. f - ,- -... , f f \ ç testing The validation is made by test at the specified fall height rating requested by the manufacturer based upon its experience and knowledge of its products,' roducts instead of the critical fall height used in ASTM F1292-18. TUV SUD Ameridäyalidates that the impact attenuating performance criterion specified by ASTM Fl 292-18 (Section 4.2) and/or ASTM F3351-19 has been met or exceeded. MODEL # COMMERCIAL NAME OF PRODUCT PRODUCT LINE THKIHT MANUFACTURER SP5 SpectraPour SP6 SpectraPour SP7 SpectraPour SP8 SpectraPour ' \ \SP1O t \ / SpectraPour SpectraPour Safety Surfacing SpectraPour Safety Surfacing SpectraPour Safety Surfacing SpectraPour Safety Surfacing ) - SpectraPor Safety Surfacing \/ 2°/5' SpectraTurf 2.5°! 6' SpectraTurf 3" / 7' SpectraTurf 3•50 /8' SpectraTurf 4.25"! 10' SpectraTurf 7 i \f )[\ f . i \ -,-- :A J\ .1 . J \J PLAYCNAFT® I•'- — k'iI A FLAYCORE Company March 25, 2022 RE: PAC2 1 7D576C-3_LEGOLAND-AQUAZONE To Whom It May Concern: The playground equipment for Legoland-Aquazone manufactured under the name Playcraft Systems, when properly installed, and over compliant surfacing, meets or exceeds the current design of safety guidelines found in the CAN/GSA Z614-20, ASTM F-1487-21, ADA and the Consumer Product Safety Commission (USCPSC), where applicable, for playground designed for public use. Additionally, Playcraft Systems is a member of the International Play Equipment Manufacturers Association (IPEMA), with IPEMA Certified products. IPEMA provides Third Party Certification service whereby a designated independent laboratory validates a manufacture's certification of conformance to ASTM F-1487. We also offer a wide range of accessible equipment designed to meet the latest guidelines developed is by the Federal Access Board. Please feel free to contact me with any questions. Sincerely, C.J. Schatza Vice President/General Manager Playcraft Systems. LLC (541) 955-9199, ext. 101 123 North Valley Drive, Grants Pass, OR 97526 www.playcraftsytems.com 541-955-9199 jj Gmail Anna Goodson <anna@pacificplayinc.com> N: 211-100-09-00 PLAN CHECK NO: CBC2022-0014 Jason Pasiut <Jason.Pasiutcarlsbadca.gov> Thu. Feb 10, 2022 at 9:47 AM To: Laura Coury <Laura.Courycarlsbadca.gov>, Anna Goodson <anna@pacificplayinc.com> Good morning, please send all IPEMA certifications / ASTM standards for the play structures to the plan examiner. Perhaps there is a letter from IPEMA stating that the specific equipment is in conformance with the standards as well? The city will accept the these documents in leu of structural calculations. Please use this e-mail in your response back to the Interwest Plan Examiner. Thank you City of Carlsbad 0 Jason Pasiut MPA, CBO, CASp #886 [CC San Diego Chapter President Building and Code Enforcement Manager I Community Development Department City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 760-602-27881760-720-8558 fax I Jason.pasiutcarlsbadca.gov Facebook I Twitter I You Tube I Pinterest lEnews From: Laura Coury <Laura.CourycarIsbadca.gov> Sent: Wednesday, February 9, 2022 4:09 PM To: Anna Goodson <anna@pacificplayinc.com> Cc: Jason Pasiut <Jason.Pasiutcarlsbadca.gov> [Quoted text hidden] 0 [Quoted text hidden] ej87 iO1LJ4!! Ame:: Effil %Or -.E.MA-TA-'- AN111F.00- i MUD M1 ISSUE DATE: May 22, 2022 Requested By: Alexandre Campos - Pacific Play Project Legoland (Aquazone Playground) — Jn the interest of public playground safety, IPEMA provides a third-party certification service whereby.TU V. SOD America validates a; manufacturer's certification of conformance to the ASTM F1487-21 (excluding sections 7.1.1, 10, 11.2, 11.3, 13.1.1, 13.1.2, 13.2, and ]l 13.3) Standard Consumer Safely Performance Specification for Playground Equipment for Public Use. The manufacturer listed below has received written validation from TUV SOD America that the product(s) listed conform with the requirements of ASTM F1487-21 (excluding sections 7.1.1, 10, 11.2, 11.3, 13.1.1, 13.1.2, 13.2, and 13.3). This certificate is invalid if any component or part is replaced, unless purchased from the original manufacturer and assembled in accordance with the original equipment manufacturer's instructions. Check with the manufacturer to determine the validity of the certification of the product(s) listed prior1to using this certificate for proof of certification / I) , MODEL # COMMERCIAL NAME OF PRODUCT PRODUCT LINE J'MANUFACTURER 1617 WINDOW PANEL \" R5 Playcraft Playcraft Systems 1417-R WALL TRAVERSE R5 R5 Playcraft Playcraft Systems 1306-R5 WALL SIT DOWN HOOD DOUBLE R5 R5 Playcraft Playcraft Systems 1212-R3 Vertical Step Climber 3'H R5 Playcraft Playcraft Systems 1210-6 Vertical Ladder 6'H R3.5 Playcraft Playcraft Systems 1102R1. TR1DECKR5 ,. ç R5 Playcraft Playcraft Systems .1209-48R Transfer Station 12760 / ,i R5 Playcraft Playcraft Systems 1232-3F\ \rrack Climber 3'H .. . ./ ;\R5 Playcraft Playcraft Systems •.. 1831-A ''Telescope on Post R5 R5 Playcraft Playcraft Systems 1206-48R STEPS ADA 48-26 WI WALLS R5 Playcraft Playcraft Systems 1812-R Steering Wheel to Post R5 Playcraft Playcraft Systems 1101-R SQUARE DECK R5 R5 Playcraft Playcraft Systems 1707-8 Slide Tube 8 Section R5 Playcraft Playcraft Systems 1707-7 Slide Tube Section- \ R5 Playcraft... - ,-Playcraft Systems 1707-6 1Slide.Tube6 Section \ R5 Playcráft, 'i. .Plàycraft Systems 1702-6 SLIDE DOUBLE 6'H \\ R5 Playcraft ' PIacraft Systems 1702-3 SLIDE DOUBLE 3'H R5 Playcraft Playcraft Systems 1618 SEEK PANEL R5 Playcraft Playcraft Systems 1706-S-6 Sectional Spiral Slide 72" R5 Playcraft Playcraft Systems 1963-R Seaton Post R5 R5 Playcraft Playcraft Systems 1803-R Roof Hex Poly R5 Playcraft Playcraft Systems 1806-Re Roof Hex Extended Poly ', c (\ R5 Playcraft Playcraft Systems .. / 1961-R - ROCK STEP I Independent Playcraft Systems '1409-R '\'RING TRAVERSE 90 DEG R5 ' ' R5Playcraft ' PlaycráftSystem 1525-135 RAMP LINK R5 R5 Playcraft Playcraft Systems 1009-135 POST 9'R-5 STEEL R5 Playcraft Playcraft Systems 1007-R5 POST 7'R-5 STEEL R5 Playcraft Playcraft Systems 1005-R5 POST 5'R-5 STEEL R5 Playcraft Playcraft Systems 1023-R5 POST 23'R-5 STEEL R5 Playcraft Playcraft Systems 1021 135 POST 21'R75 STEEL '\ R5 Playcraft \ 7 'Playcraft Systems 11020-135 POST 20 R76 STEELc.. R5 Playcraft Playcraft Systems MODEL # COMMERCIAL NAME OF PRODUCT ('r_- 1018-95 -'j-. I -' '-\ :POST 1B' R5 STEEL 1016-115 POST i6'R5STEEC\\ 1014-R5 POST 14'R-5 STEEL 1013-R5 POST 13'R-5 STEEL 1012-R5 POST 12'R-5 STEEL 1011-135 POST 1 1'R-5 STEEL 1010-R5 POST 10'R-5 STEEL 1962-R PLAY SEAT R5 i600 /\ PANEL, TYPE I (ROTOMOLDED FRAME) 1646-RSHPPANELSHIPDRIVERR5 1661-R5 "Panel Pal Bell R5 1608 MEMORY PANEL 1634 LABYRINTH PANEL 1301-lW Infinity Wall 1514-A Inclined Arch Bridge A5 1420-R, Horizontal.Ladder 360°R5 1106-R HALF HEX DECK R5, POST UNDER CENTER STYLE) 1103-Ri' HALF HEX DECK R5 (POST THRU CENTER STYLE) 1105-A HALF DECK R5 1626 GRATE PANEL 1419-R Disc Traverse R5 1233-5 Disc Climber 5'H 1110 Deck Filler 12"H 1500-4,t CRAWL TUBE, 4-SECTION\ 1604 CHIME PANEL 1509-R5 \Burma Bridge R5 1228-56 BEDROCK CLIMBER 5'-6'H 1109-R BALCONY DECK WITH WALL R5 PRODUCT LINE MANUFACTURER -'c R5 Playcraft , \ Playcraft Systems R5'PIayoraft'\\Playcraft Systems R5 Playcraft -PIaycraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft , Playcraft Systems , R5 Playcraft ) Playcraft Systems / R5 Playcraft - Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems A5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5Plàycraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft PIáycraft Systems R5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems RS Playcraft Playcraft Systems R5 Playcraft Playcraft Systems R5 Playcraft'' Playcraft Systems / R5 Playcraft ' Playcrátt Systems / R5 Playcraft ' - Playcraft Systems R3.5 Playcraft Playcraft Systems R5 Playcraft Playcraft Systems -• - - " \ 7 - 0 S EM D OJ!! N . I N"- Elm EMM2IiEiiTiI F.icrEML'IN:sE ISSUE DATE: May 22, 2022 Requested By: Alexandre Campos - Pacific Play Project: Legoland (Aquazone Playground) -LPL 1, /0/ - 17izi7 r','jj; ,-.--- P,t#, 91 10I0ai ~ e tlz 3 Sits .pd*. L 2//7/ZZ 1 '-1 A. S3081 * EXP. 6/30/2023 * * €v5 7C,4 C,4ic71'i s CM-ihi-p, A7 ' 'fk /oweb' L ue ,v\)o 5 ,;/ "Structure attaching to existing concrete slab to be Field Verified by others for applied loading and integrity** £iS4jA& "1 IftPe F443(. r '- YD _ C4wPft.V-i rire. 1 L4'j,V3 ?&( (JO' *M"r htDP6 FpP4C 4-Do7 f 1.i'iJ 5ess'?' j.,+s ve,A $,1L.*4A L 0 A-V PC- A.Wn'e'N IE*O t..AD P#fdvC.. a&FEi5 )4. ,f*'e& 4,sv i/c ,c =00 .iL t/. P L.,', --b- 140t ['kp a p4w,4p, 1440 t t..4- do $J#jij ja4 As 4i £.*1I.#4LI fr'X. SW'' 4 /Ap LD AS 7/( 'I) 110 W-P~l L"YZ2 - 00 4 ,/ 1131W) Pi U? [A,p p st fo' t41V1 3 r L jAAe&WrAc irnp LeAj TD Lot LUA, p;( W A E XorL. ill '-a - c "2- - 517-VT 4I'/5 jAe 1410,. - P441X.. SrPur 4,3P3 4I4i, sfll(/f 'Y rpt p l*C LS . CIIvU. b(4 A47.7J/J £srr • /$4 -- __ I 10 000) "Ic jç, rt )) /$4t P Cift -4- 4k Lk4L' t(Ic-)-z *.t t. e&o 7/c-B a I 30107 S 1/' A-i +- le - .0 SJ rItcf" t-,0 141 Y 15 / 1°' 6*wr. I4j4JLL - DI"T744 M.t 4, Cvt.4w.,j Pr 'Vyt4Ø1 EII1 S"• 7ie4d , P C4-r &--& - V 7/g r pktk r -0 /JD -t z-e- / e r e ry r, DD- i lop x YL —vsg O2V3 (Lf) e;' LecL Ip £z Pd16's ,r- ,e 4 ---r -C-e ) &T 1/L4 S144 4 , 6 DL+WL Load (Al csc1ee4-e Factor Fr- 3 A )z)lz_I )w p/4 L2? 0 (47'3 P15t / °' 611, Tue4 QuM-tA e4i4 c- c- fZe1I 'ft 5peeM-( Ca: (.s.4fsJ We-U 10 /ia /,v sve-IJ iuueI t i1-t tow rr"A, ft+Tum*-~~ IA)' •rn'/5 vr,M Ai2.Gt ftj RU S 7 Designer : WCE Feb 21, 2022 Company : CCI : 5:59 PM U00p,04SA Job Number ATrupbY Checked By: Model Name : Lego Land (Global) Model Settings Display Sections for Member Calcs 10 Max Internal Sections for Member Calcs 100 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in "2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration (ftIsec'2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1 .E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16): ASD Adjust Stiffness? Yes(Tau=1.0) RlSAConnection Code AISC 15th(360-16): ASD Cold Formed Steel Code AISI S100-16: ASD Wood Code AWC NDS-15: ASD Wood Temperature <100F Concrete Code ACt 318-14 Masonry Code TMS 402-16: ASD Aluminum Code AAADM1-15: ASD - Building Stainless Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Tau=1 .0) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET_ASTMA615 Mm % Steel for Column 1 Max % Steel for Column 18 RISA-313 Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-legoland dbl 1Oxl0 cant umbrella.r3d] Page 1 Designer : WCE Feb 21, 2022 U00F,OSA Company = CCI Job Number : 5:59 PM Checked By: Model Name : Lego Land (Global) Model Settings, Continued Seismic Code UBC 1997 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .035 CtZ .035 T X (sec) Not Entered T Z (sec) Not Entered R 8.5 R 8.5 Ca .36 Cv .54 Nv 1 Occupancy Category 4 Seismic Zone 3 )mZ 1 )mX 1 Rho Rho 1 - Hot Rolled Steel Properties heI F Tksil ( Fksfl Nii Therm (I1Eflensitv1kIft Yieldfksil Rv riirksil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 - 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 _. A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.2 58 1.1 General Material Properties Label F Fksil c NO Nu Therm (/1 E5 A Densitvlk/ft"31 1 pen Conc3NW 3155 1372 .15 .6 .145 - gen_Conc4NW 3644 1584 .15 .6 .145 3 pen Conc3LW 2085 906 .15 .6 .11 _4_ gen_Conc4LW 2408 1047 .15 .6 .11 5 pen Alum 10600 4077 .3 1.29 .173 gen_Steel 29000 1 11154 .3 .65 .49 7 RIGID le+6 1 ____________ .3 0 0 - Joint Coordinates and Temperatures Label X ff1 Y ff1 Z Ifti Temo fF1 Detach From DiaD _j_ Ni .75 -2 N2 .75 7 0 0 N3 9.25 8 0 0 _4_ N4 17.75 7 0 0 _._. N5 9.25 11.93 0 0 N6 9.25 10 0 0 N7 9.25 7 -8.5 0 _._ N8 9.25 7 8.5 0 9 N9 9.25 7.415794 4.965753 0 10 N10 9.25 7.415794 -4.965753 0 ii Nil 14.215753 7.415794 0 N14 0 12 .75 8 -8.5 N15 0 13 .75 7 -17 0 14 N16 .75 11.93 -8.5 0 RISA-3D Version 17.0.4 [DA ... \ ... Custom Canopies\Risa\cc-Iegoland dbl 10x10 cant umbrella.r3d] Page 2 Designer : WCE 5:59 PM Company : CCI Feb 21, 2022 Job Number : Checked By: Model Name : Lego Land Joint Coordinates and Temperatures (Continued) Label X Ff11 Y Fftl Z Fftl Temo FF1 Detach From Diao... 15 N17 .75 10 -8.5 16 N18 -7.75 7 -8.5 0 17 N20 5.715753 7.415794 -8.5 0 18 N21 -4.215753 7.415794 -8.5 0 19 N22 .75 7.415794 -13.465753 0 Joint Boundary Conditions Joint Label X [k/in) Y [k/in) Z [k/in) X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] I 1 I Ni Reaction I Reaction I Reaction I Reaction I Reaction I Reaction Member Primary Data I ahel I .lnint .1 Joint K Anint Rotate( Spc.tion/Shane Tvnp Desion List Material Desion R 1 Ml Ni N2 PIPE 6.0 Column Pipe A500 Gr.42 TyDical M2 N3 N5 PI-50_8 Column Pipe A500 Gr.42 Typical 3 M3 N2 N7 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical 4 M4 N7 N4 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical 5 M5 N4 N8 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical M6 N8 N2 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical 7 M7 N2 N3 PIPE 5.0 Beam Pipe A500 Gr.42 Typical 8 M8 N3 N10 PI-250 11 earn Pipe A500 Gr.42 Typical 9 M9 N3 N11 P1-250 11 cust earn Pipe A500 Gr.42 Typical 10 M10 N3 N9 PI-250 11Beam Pipe A500 Gr.42 Typical ii Mil N9 N8 P1-250 11 cust earn Pipe A500 Gr.42 Typical 12 M12 N10 N7 Pl-250_1t Beam Pipe A500 Gr.42 Typical 13 M13 Nil N4 P1-250 1ict earn Pipe A500 Gr.42 Typical 14 M14 N6 N10 PI-15_14 VBrace I Pipe A500 Gr.42 Typical 15 M15 N6 Nil P1-15 14 VBrace I Pipe A500 Gr.42 Typical 16 M16 N6 N9 P1-1514 VBrace Pipe A500 Gr.42 Typical 17 M18 N14 N16 P1-50 8 Column Pipe A500 Gr.42 Typical _i& M19 N2 N18 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical 19 M20 N18 N15 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical 20 M21 N15 N7 5/8" Dia. Rod Beam BAR A36 Gr.36 Typical 21 M23 N2 N14 PIPE 5.0 Beam, Pipe A500 Gr.42 Typical .22 M24 N14 N21 P1-250_11 cust e Pipe A500 Gr.42 Typical 23 M25 N14 N22 P1-250 ilcust Beam Pipe A500 Gr.42 Typical 4_. M26 N14 N20 P1-250_11 cust eap Pipe A500 Gr.42 Typical 25 M27 N20 N7 P1-250 ii cust Beam Pipe A500 Gr.42 Typical 26 M28 N21 N18 PI-25011cust Beam Pipe A500 Gr.42 Typical 27 M29 N22 N15 P1-250 ilcust Beam Pipe A500 Gr.42 Typical 28 M30 N17 N21 PI-15 14 VBrace Pipe A500 Gr.42 Typical 29 M31 N17 N22 P1-15 14 VBrace Pipe A500 Gr.42 Typical 30 M32 N17 N20 I P1-IS 14 VBrace Pipe A500 Gr.42 Typical - Member Advanced Data Label I Release J Release I Offsetlinl J Offsetfinl T/C Only Physical Defi RaL.Analvsis ... Inactive Seismic. I Ml Yes ** NA ** None 2 M2 Yes ** NA ** None 3 M3 BenPIN BenPIN Yes Exclude None 4 M4 BenPIN BenPIN Yes Exclude None 5 M5 BenPIN BenPIN Yes Exclude None 6 M6 BenPIN BenPIN ________ ________ ______ Yes Exclude None 7 M7 _______ ________ ________ ______ Yes I None RISA-31D Version 17.0.4 [D:\ ... \ ... \Custom Canopies\Risa\cc-legoland dbl 10x10 cant umbrella.r3d] Page 3 : CCI Feb 21, 2022 UDOF'OSA Company Designer : WCE 5:59 PM Job Number : Checked By: Model Name : Lego Land Member Advanced Data (Continued) I II I I I rwftrin1 I ('lfftFin1 TI(' ('nI*, Ph*,i,-I flfl Pf A—kicie In,'fh, Simu 8 M8 Yes None 9 M9 Yes None 10 M10 Yes None 11 Mu Yes None j M12 Yes None 13 M13 Yes None 14 M14 BenPIN BenPIN Yes ** NA ** None 15 M15 BenPIN BenPIN Yes ** NA ** None 16 M16 BenPIN BenPIN Yes ** NA ** None 17 M18 Yes ** NA ** None 18 M19 BenPIN BenPIN Yes Exclude None 19 M20 BenPIN BenPIN Yes Exclude None 20 M21 BenPIN BenPIN Yes Exclude None 21 M23 Yes None 22 M24 Yes None 23 M25 Yes None 24 M26 Yes None 25 M27 Yes None 26 M28 Yes None 27 M29 Yes None 28 M30 BenPIN BenPIN Yes ** NA ** None 29 M31 BenPIN BenPIN Yes ** NA ** None 30 M32 BenPIN BenPIN Yes ** NA ** None . Hot Rolled Steel Design Parameters I I I I frFfflI kn+rf+1I j,sn, V, (h ,,n,'Hnn I MI PIPE 6.0 9 Lbvv Lateral 2 M2 PI-50_8 3.93 Lbyy Lateral 3 M3 /8' Dia. Roc 12.021 Lbvv Lateral _4_ M4 /8" Dia. Roc 12.021 Lbyy Lateral 5 M5 /8' Dia. Roc 12.021 Lbyv Lateral 6 M6 /8" Dia. Roq 12.021 Lbyy -Lateral 7 M7 PIPE 5.0 8.559 Lbvv _Lateral M8 PI-250_lic ... 5 Lbyy -Lateral 9 M9 P1-250_11 c.. 5 Lbvv Lateral JQ M10 13I-250_11c.. 5 Lbyy Lateral 11 Mu PI-250_ilc ... 3.559 Lbw -Lateral 12 M12 PI-250_lic ... 3.559 Lbyy -Lateral 13 M13 PI-250_llc ... 3.559 Lbvv -Lateral 14 M14 PI-15_14 5.598 Lbyy Lateral 15 M15 P1-15 14 5.598 Lbvv -Lateral 16 M16 PI-15 14 5.598 Lbyy -Lateral 17 M18 P1-50 8 1 3.93 Lbvv -Lateral J. M19 /8" Dia. Roc 12.021 Lbyy Lateral 19 M20 I8' Dia. Roc 12.021 Lbvv -Lateral 20 M21 W8" Dia. Roc 12.021 Lbyy -Lateral 21 M23 PIPE 5.0 8.559 Lbvv -Lateral 22 M24 PI-250_11c.. 5 Lbyy -Lateral 23 M25 PI-250_11c.. 5 Lbvv -Lateral 4.. M26 PI-25011c.. 5 Lbyy Lateral 25 M27 PI-250_lic ... 3.559 Lbvv -Lateral 26 M28 PI-250_ilc ... 3.559 Lbyy Lateral 27 M29 PI-25011c.. 3.559 Lbw -Lateral 28 M30 PI-15_14 5.598 Lbyy _.. -Lateral 29 M31 P1-15 14 5.598 Lbvv -Lateral RISA-31) Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10xlO cant umbrella.r3d] Page 4 [1 Company : CCI Feb 21, 2022 U UDE DSz Designer : WCE 5:59 PM Job Number : Checked By: Model Name : Lego Land Hot Rolled Steel Design Parameters (Continued) Label ShaDe LengthFftl LbwIftl Lbzzlftl Lcomo toDlftlLcomD botFifiL-tora... Kvv Kzz Cb Function 30 I M32 I PI-15_14 I 5.598 1 I 1 Lbyy I I I I I I Lateral Joint Loads and Enforced Displacements (BLC 3: wind x) mint I ahI I DM Direction Mann itudpF(kk-f) (inrad (k*sA2/ft iii N7 L X .118 2 N8 L X .118 3 N5 L X .475 _4_ N2 L Y -.69 5 N4 L Y .69 N2 L Y -.69 N15 L Y .69 N16 L X .475 N18 L X .118 10_ N7 L X .118 Joint Loads and Enforced Displacements (BLC 4: wind z) Joint Label L.D.M Direction Maanitudel(k.k-ft). (in.rad). (k*s2/ft. _j N2 L Z .118 2 N4 L Z .118 3 N5 L Z .475 4 N7 L Y -.69 5 N8 L Y .69 6 N2 L Z .118 7 N15 L Z .118 N16 L Z .475 9 N18 L Y -.69 10 N7 L Y .69 Member Point Loads Member Label Direction Magnitudelk.k-ft LocationFft.%J No Data to Print ... Member Distributed Loads (BLC 3: wind x) Member Distributed Loads (BLC 4: wind z) Member Distributed Loads (BLC 5: BLC I Transient Area Loads) Member Label Direction Start Maanitude1k/ft. End MaanitudeFklft.F... Start LocationrfL%1 End LocationFft%1 1 M3 Y -8e-6 - -.000109 0 - 2.003 - 2 M3 Y -.000109 -.000246 2.003 4.007 3 M3 Y -.000246 -.000339 4.007 6.01 4 M3 Y -.000339 -.000272 6.01 8.014 M3 Y -.000272 -.000131 8.014 10.017 6 M3 Y -.000131 -2e-5 10.017 12.021 7 M7 V -1.7e-5 -.000146 0 1.926 RISA-3D Version 17.0.4 [DA ... \ ... \Custom CanopiesRisa\cc-legoland dbl l0xl0 cant umbrella.r3d] Page 5 Company : CCI Feb 21, 2022 U00ruSA Designer : WCE 5:59 PM Job Number : Checked By: Model Name : Lego Land Member Distributed Loads (BLC 5: BLC I Transient Area Loads) (Continued) Mn,hr I hI flirtinn trt MnnifiirIgFk/ft Fznfi ftAinniiiir1Fk/ft P thrt I rutirnFff O/, Fnrl I rtinn1ff O/ 8 M7 Y -.000146 -.000204 1.926 3.851 _9_ M7 V -.000204 -.000248 3.851 5.777 10 M7 V -.000248 -.00035 5.777 7.703 11 M8 V -2e-5 -.000154 0 1.667 12 M8 Y -.000154 -.000169 1.667 3.333 13 M8 V -.000169 -4.3e-5 3.333 5 14 M12 V -.000145 -5.8e-5 0 1.423 15 M12 V -5.8e-5 6e-6 1.423 2.847 16 M4 V -7e-6 -6.7e-5 0 2.003 17 M4 V -6.7e-5 -.000137 2.003 4.007 18 M4 Y -.000137 -.000178 4.007 6.01 19 M4 Y -.000178 -.000137 6.01 8.014 20 M4 V -.000137 -6.7e-5 8.014 10.017 21 M4 V -6.7e-5 -7e-6 10.017 12.021 22 M8 V -.000116 -.000116 4.156 5 23 M9 Y -.000232 -.000232 4.156 5 24 M12 Y -7e-6 -.000116 0 2.847 25 M13 Y -1.4e-5 -.000232 0 2.847 26 M8 V -4e-5 -.000142 .5 2 27 M8 V -.000142 -.00013 2 3.5 28 M8 V -.00013 -1.7e-5 3.5 5 29 M9 V -7.9e-5 -.000283 .5 2 30 M9 Y -.000283 -.00026 2 3.5 31 M9 V -.00026 -3.4e-5 3.5 5 32 M10 V -4e-5 -.000142 .5 2 33 MIO V -.000142 -.00013 2 3.5 34 M10 V -.00013 -1.7e-5 3.5 5 35 M5 V -7e-6 -6.7e-5 0 2.003 36 M5 V -6.7e-5 -.000137 2.003 4.007 37 M5 V -.000137 -.000178 4.007 6.01 38 MS V -.000178 -.000137 6.01 8.014 39 MS V -.000137 -6.7e-5 8.014 10.017 40 M5 V -6.7e-5 -7e-6 10.017 12.021 41 MIO V -.000116 -.000116 4.156 5 42 Mil V -7e-6 -.000116 0 2.847 43 M6 V -le-5 -6.6e-5 0 2.003 44 M6 V -6.6e-5 -.000136 2.003 4.007 45 M6 V -.000136 -.000169 4.007 6.01 46 M6 V -.000169 -.000123 6.01 8.014 47 M6 V -.000123 -5.4e-5 8.014 10.017 48 M6 V -5.4e-5 -4e-6 10.017 12.021 49 M10 V -2e-5 -.000154 0 1.667 50 MIO V -.000154 -.000169 1.667 3.333 51 M10 V -.000169 -4.3e-5 3.333 5 52 Mil V -.000146 -5.8e-5 0 1.423 53 Mil V -5.8e-5 6e-6 1.423 2.847 54 M19 V -4e-6 -5.4e-5 0 2.003 55 M19 V -5.4e-5 -.000123 2.003 4.007 56 M19 V -.000123 -.00017 4.007 6.01 57 M19 V -.00017 -.000136 6.01 8.014 58 M19 V -.000136 -6.6e-5 8.014 10.017 59 M19 V -6.6e-5 -le-5 10.017 12.021 60 M23 V -1.7e-5 -.000146 0 1.926 61 M23 V -.000146 -.000204 1.926 3.851 62 M23 V -.000204 -.000248 3.851 5.777 63 M23 V 1 -.000248 -.00035 5.777 7.703 64 M24 V I -2e-5 1 -.000154 0 1.667 - RISA-3D Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10x10 cant umbrella.r3d] Page 6 ~j Company : CCI Feb 21, 2022 U0 0ROSA Designer : WCE 5:59 PM Job Number : Checked By: FV DP Model Name : Lego Land Member Distributed Loads (BLC 5: BLC I Transient Area Loads) (Continued) Mmhcr I qhPI r)irtinn Rtqrt Mirinitin1pFk/ft Fnrl MnnitI.dArk/ft F Start I nritinn1ft%i Fnrl I nrtinnFft%1 65 M24 Y -.000154 -.000169 1.667 - 3.333 - 66 M24 Y -.000169 -4.3e-5 3.333 5 67 M28 Y -.000145 -5.8e-5 0 1.423 68 M28 V -5.8e-5 6e-6 1.423 2.847 69 M20 V -7e-6 -6.7e-5 0 2.003 70 M20 Y -6.7e-5 -.000137 2.003 4.007 71 M20 V -.000137 -.000178 4.007 6.01 72 M20 V -.000178 -.000137 6.01 8.014 73 M20 Y -.000137 -6.7e-5 8.014 10.017 74 M20 V -6.7e-5 -7e-6 10.017 12.021 75 M24 Y -.000116 -.000116 4.156 5 76 M25 V -.000232 -.000232 4.156 5 77 M28 Y -7e-6 -.000116 0 2.847 78 M29 V -1.4e-5 -.000232 0 2.847 79 M24 V -4e-5 -.000142 .5 2 80 M24 V -.000142 -.00013 2 3.5 81 M24 V -.00013 -1.7e-5 3.5 5 82 M25 V -7.9e-5 -.000283 .5 2 83 M25 V -.000283 -.00026 2 3.5 84 M25 V -.00026 -3.4e-5 3.5 5 85 M26 V -4e-5 -.000142 .5 2 86 M26 V -.000142 -.00013 2 3.5 87 M26 Y -.00013 -1.7e-5 3.5 5 88 M21 V -7e-6 -6.7e-5 0 2.003 89 M21 V -6.7e-5 -.000137 2.003 4.007 90 M21 V -.000137 -.000178 4.007 6.01 91 M21 V -.000178 -.000137 6.01 8.014 92 M21 V -.000137 -6.7e-5 8.014 10.017 93 M21 Y -6.7e-5 -7e-6 10.017 12.021 94 M26 V -.000116 -.000116 4.156 5 95 M27 V -7e-6 -.000116 0 2.847 96 M26 V -2e-5 -.000154 0 1.667 97 M26 Y -.000154 -.000169 1.667 3.333 98 M26 V -.000169 -4.3e-5 3.333 5 99 M27 V -.000146 -5.8e-5 0 1.423 1001 M27 V -5.8e-5 6e-6 1.423 2.847 - Member Distributed Loads (BLC 6: BLC 2 Transient Area Loads) Mmhr I nhal Iirr-fin thrI TtAnnti ir1Fk/ft Pnei Mnnif, .drk/ff F thrf I rtirnFff 0/_i Fnrl I Arflnnfft 0/_i I M3 V -.000544 -.008 0 - 2.003 - 2 M3 V -.008 -.017 2.003 4.007 3 M3 V -.017 -.024 4.007 6.01 M3 Y -.024 -.019 6.01 8.014 5 M3 Y -.019 -.009 8.014 10.017 6 M3 V -.009 -.001 10.017 12.021 7 M7 V -.001 -.01 0 1.926 M7 V -.01 -.014 1.926 3.851 9 M7 V -.014 -.017 3.851 5.777 JQ M7 V -.017 -.024 5.777 7.703 11 M8 V -.001 -.011 0 1.667 12 M8 V -.011 -.012 1.667 3.333 13 M8 V -.012 -.003 3.333 5 14 M12 Y -.01 -.004 0 1.423 15 M12 V -.004 .000409 1.423 2.847 16 M4 Y -.000508 -.005 0 2.003 17 M4 V -.005 -.01 1 2.003 4.007 RISA-3D Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 1Oxl0 cant umbrella.r3d] Page 7 Company : CCI Feb 21, 2022 U IJ9EJs Designer : WCE 5:59 PM Job Number : Checked By: FPf)f%UPY Model Name : Lego Land Member Distributed Loads (BLC 6: BLC 2 Transient Area Loads) (Continued) Mmhr I nhal 1ir,4inn frt Mnnif,u1FkIR Fnrl Mnniti0fk/ft Start I nttinnrft 0/0 Pnd I nrntinnfft O/ 18 M4 Y -.01 -.012 4.007 6.01 _19_ M4 V -.012 -.01 6.01 8.014 20 M4 V -.01 -.005 8.014 10.017 21 M4 V -.005 -.000508 10.017 12.021 22 M8 V -.008 -.008 4.156 5 23 M9 V -.016 -.016 4.156 5 24 M12 V -.000494 -.008 0 2.847 25 M13 V -.000989 -.016 0 2.847 26 M8 Y -.003 -.01 .5 2 27 M8 V -.01 -.009 2 3.5 28 M8 V -.009 -.001 3.5 5 29 M9 V -.005 -.02 .5 2 30 M9 V -.02 -.018 2 3.5 31 M9 V -.018 -.002 3.5 5 32 M10 V -.003 -.01 .5 2 33 M10 V -.01 -.009 2 3.5 34 MIO V -.009 -.001 3.5 5 35 M5 V -.000508 -.005 0 2.003 36 M5 V -.005 -.01 2.003 4.007 37 M5 V -.01 -.012 4.007 6.01 38 M5 V -.012 -.01 6.01 8.014 39 M5 V -.01 -.005 8.014 10.017 40 M5 V -.005 -.000508 10.017 12.021 41 M10 V -.008 -.008 4.156 5 42 Mill V -.000495 -.008 0 2.847 43 M6 V -.000707 -.005 0 2.003 44 M6 Y -.005 -.009 2.003 4.007 45 M6 V -.009 -.012 4.007 6.01 46 M6 Y -.012 -.009 6.01 8.014 47 M6 V -.009 -.004 8.014 10.017 48 M6 V -.004 -.000272 10.017 12.021 49 M10 V -.001 -.011 0 1.667 50 M10 V -.011 -.012 1.667 3.333 51 MIO V -.012 -.003 3.333 5 52 Mil V -.01 -.004 0 1.423 53 Mil V -.004 .00041 1.423 2.847 54 M19 V -.000272 -.004 0 2.003 55 M19 V -.004 -.009 2.003 4.007 56 M19 V -.009 -.012 4.007 6.01 57 M19 V -.012 -.009 6.01 8.014 58 M19 V -.009 -.005 8.014 10.017 59 M19 V -.005 -.000707 10.017 12.021 60 M23 V -.001 -.01 0 1.926 61 M23 V -.01 -.014 1.926 3.851 62 M23 V -.014 -.017 3.851 5.777 63 M23 V -.017 -.024 5.777 7.703 64 M24 V -.001 -.011 0 1.667 65 M24 V -.011 -.012 1.667 3.333 66 M24 V -.012 -.003 3.333 5 67 M28 V -.01 -.004 0 1.423 68 M28 V -.004 .000409 1.423 2.847 69 M20 V -.000508 -.005 0 2.003 70 M20 V -.005 -.01 2.003 4.007 71 M20 V -.01 -.012 4.007 6.01 72 M20 V -.012 -.01 6.01 8.014 73 M20 V -.01 -.005 8.014 10.017 74 M20 V -.005 -.000508 10.017 12.021 - RISA-3D Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10xl0 cant umbrella.r3d] Page 8 Designer : WCE 5:59 PM U00CIUSA Company : CCI Feb 21, 2022 Job Number : Checked By:.._ Model Name : Lego Land Member Distributed Loads (BLC 6: BLC 2 Transient Area Loads) (Continued) Member Label Direction Start MaanitudeFklft.... End Maanitudelklft.F.... Start Locationlft.%1 End LocationFft.%1 75 M24 Y -.008 - -008 - 4.156 - 5 - 76 M25 Y -.016 -.016 4.156 5 77 M28 Y -.000494 -.008 0 2.847 78 M29 Y -.000989 -.016 0 2.847 79 M24 Y -.003 -.01 .5 2 80 M24 Y -.01 -.009 2 3.5 81 M24 Y -.009 -.001 3.5 5 82 M25 Y -.005 -.02 .5 2 83 M25 Y -.02 -.018 2 3.5 84 M25 Y -.018 -.002 3.5 5 85 M26 Y -.003 -.01 .5 2 86 M26 Y -.01 -.009 2 3.5 87 M26 Y -.009 -.001 3.5 5 88 M21 Y -.000508 -.005 0 2.003 89 M21 Y -.005 -.01 2.003 4.007 90 M21 V -.01 -.012 4.007 6.01 91 M21 Y -.012 -.01 6.01 8.014 92 M21 Y -.01 -.005 8.014 10.017 93 M21 Y -.005 -.000508 10.017 12.021 94 M26 V -.008 -.008 4.156 5 95 M27 Y -.000495 -.008 0 2.847 96 M26 V -.001 -.011 0 1.667 97 M26 Y 1 -.011 -.012 1.667 3.333 98 M26 Y -.012 -.003 3.333 5 99 M27 Y -.01 -.004 0 1.423 100 M27 Y -.004 .00041 1.423 2.847 _ Member Area Loads (BLC 1: dead) Joint A Joint R Joint C Joint D Direction Distribution Macinitudelksfl 1 I N2 N7 N10 N3 V Two Way -7.2e-5 - N7 N4 Nil NiO V Two Way -7.2e-5 3 N3 N10 Nil V Two Way -7.2e-5 N3 Nil N9 V Two Way -7.2e-5 5 Nil N4 N8 N9 V Two Way -7.2e-5 N2 N3 N9 N8 V Two Way -7.2e-5 7 N2 N18 N21 N14 V Two Way -7.2e-5 N18 N15 N22 N21 V Two Way -7.2e-5 9 N14 N21 N22 Y Two Way -7.2e-5 10 N14 N22 N20 V Two Way -7.2e-5 ii N22 N15 N7 N20 Y Two Way -7.2e-5 12 N2 N14 N20 N7 V Two Way -7.2e-5 - Member Area Loads (BLC 2: live) Joint A Joint B Joint C Joint D Direction Distribution MaanitudeFksfl 1 N2 N7 N10 N3 Y Two Way -.005 - 2 N7 N4 Nil N10 V Two Way -.005 3 N3 N10 Nil Y Two Way -.005 N3 Nil N9 V Two Way -.005 5 Nil N4 N8 N9 Y Two Way -.005 N2 N3 N9 N8 V Two Way -.005 7 N2 N18 N21 N14 V Two Way -.005 N18 N15 N22 N21 V Two Way -.005 9 N14 N21 N22 V Two Way -.005 10 N14 N22 N20 V Two Way -.005 11 N22 N15 N7 N20 V Two Way -.005 - RISA-3D Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10x10 cant umbrella.r3d] Page 9 Designer : WCE 5:59 PM El u Company : CCI Feb 21,2022 Job Number : Checked By:_ A flUP Model Name : Lego Land Member Area Loads (BLC 2: live) (Continued) Joint A Joint B Joint C Joint 0 Direction Distribution MagnitudeFksfl 12 N2 I N14 I N20 I N7 Y Two Way I -.005 Basic Load Cases I f' fl,'nn+inn V ,h, V 7 (rs,ih, Innf Dnint flit4hnt r(M irfg'c I dead DL -1 12 2 live RLL 12 3 wind WLX 10 2 4 wind WLZ 10 2 5 BLC I Transient A.. None 100 6 BLC 2 Transient &I None 100 Load Combinations I..........4....... O...I 0 OD DI f' ...,,4 Mi r' C....e DI r' C..,..4 DI F' C......4 DI F' C..,...+ DI f' DI F' DI f' DI f' DI F' Envelope Joint Reactions I,.n+ v Fill ir' v riii i r' 7 rl,1 I r' riv ri,_c+i if' iiv rk_fii I r RA7 fk_ifi Envelope Joint Displacements V r;.,1 I V r;...1 I 7 r;..1 I t' V 0... I V D,.I..b...., r...,..I1 I 7D- I _L Ni rn. 0 8 _Q 81 0 8 0 18 0 2 m.01010 1 01 0 101 . N2 m....998 2 _Q_ 8 ..L 1.7 0 2 ti.. 4 m.--.639 8 -.002 2 -.998 2-2 -8.101 e-3 4 -I.2 5 N3 m. 1.344 2 1.613 8 1.695 7 1.18... 7 -2.22e-5 11.65... 8 6 m. -.83 8-2.932-1212 Z. -i.174e-2 4382 ..i_ N4 rj.. 7_1j..7 -6.892e-5 1333... 8 m....713 8-63622.965 2_* -i.172e-2 4-329. 9 N5 m. 2.948 2 1.613 8 2.254 7 1.18... 7 -1.927e-5 1 1.52... 4-3.40..12 10 m. 1.56 8 -2.931 2 -2.107 2 -1.89...2 -1.174e-2 ii N6 m. 2.159 2 1.613.8 1.979 7 1.18... 7 -1.927e-5 1. i• 12 m. -1.206 8 -2.9312-1.667 2 1-1-89--.2 -1.174e-2 4,-3.40.42 13 N7 Im. 1.667 5 1.231 7 1.5931 7 7.06... 7 0 1 14 m. .259 1 -4.9522 -.979 2 -2.27..2 -1.046e-2 4-2.29..5 15 N8 rn. 95423.12681492 7 241...7 2.279e-4 16 m. -1.8128 -1.6535 -.974 2 -3.70...6 -1.181e-2 1.61 6-2 8-3.37..2 IL N9 m111322.01281.60371.74...7 2.197e-4 18 _____ m. -1.3978 -1.8 2 -1.077 2 -2.66...6 -i.156e-2 1 41-3.37 If Ni0 m. 1.455 5 1.25 8 1.62 7 7.80... 7 3.498e-4 2 1.6 m. -.07 81-4.06 2 -1.082 2 -1.95.. 2 -1 .07e-2 7 -2. RISA-3D Version 17.0.4 [DA ... \ ... \Custom CanopiesRisa\cc-legoIand dbl 10x10 cant umbrella.r3d] Page 10 1] Company : CCI Feb 21, 2022 Iii I0iiiSA Designer : WCE 5:59 PM Job Number : Checked By:..._.. A F:JFTr rjw&jr Model Name : Lego Land Envelope Joint Displacements (Continued) ln,nf V r,i I V rini I 7 r;nl I r' V Pn I V Rninn lrQrll I 7 Rn I 21 Nil m. 1.106 2 2.613 8 2.146 7 1.19...7 -5.965e-5 - 11.89.7 22 rn. -.729 8 -4.9542 -1.071 2 -1.88..2 -1.166e-2 4-3.34-.2 23 N14 rn. 1.906 5 2.035 7 54 7 25...7 9.37e-5 2 1.90... 24 n i8 -29312-t3442-3 8..2 -1.152e-2 3-1.88.. 25 N15 m ...2.507 5 5.62 7 .465 7 5.01... 7 3.026e-4 2 26 04.255 11-6.36212 -944 2 -3.29.2 -i.172e-2 41-1-88-21 27 N16 m..2.738 5 2.035 7 2.167 7 2.74... 71 8.308e-5 2 08... 28 m. -768-2312-2.9482-3A0..2 -i.15e-2 3-1.89.. 29 N17 m. 2.322 5 2.035 7 1.53 7 2.74... 7 8.308e-5 2 2.08... 30 m..-.277 8 -2.9312 -2.159 2 -3.40..2 -i.15e-2 3-1.89..2 31 N18 nj. 1.7475 2.044 7-253 1 26.7 -7.694e-5 4.38-18 32 m. .257 1 -3.9054 -1.596 6 -3.37..2 -i.147e-2 4-2.05..2 33 N20 1-. ..1.78 5 1.667 7 1.297 7 1.54... 7 -9.623e-5 11.90... 83 34 m. .285 1 -4.06 2 -1.116 2 -2.76..2 -1.098e-2 4 -2.04--5 .. N21 m 1.791 5 2.338 7 7 7 55. 7 -6.203e-5 36 m284 i-2.8846-t3766-3.37..2 -1.16e-2 4 L N22 m.. 2.268 5 37 7 .692 7 3J4... 7 2.407e-4 1 3J.10- 38 . .282 1 -4.9542 -1.108 2 -1.174e-2 4 Envelope Member Section Forces RA.-..-...I....... ... I fl .. .fIA I .. CI..-MA If' I I (' I _L Ml i_ max 2.247 2 .993 3 .032 2 3.688 4 5.66 7 10.131 _ 2 mm .469 7 -.006 4 -.988 8 0 1 -8.864 2 -5.626 8 - 3 2 max 2.229 2 .976 3 .032 2 3.688 4 5.656 7 9.372 5 4 mm .458 7 -.006 4 -.971 8 0 1 -8.832 2 -5.622 8 5 3 max 2.211 2 .959 3 .032 2 3.688 4 5.652 7 8.799 2 6 min, .448 7 -.006 4 -.955 8 0 1 -8.8 2 -5.618 8 7 4 max 2.193 2 .942 3 .032 2 3.688 4 5.648 7 8.767 2 8 mm .437 7 1 -.006 4 -.938 8 0 1 -8.768 2 -5.614 8 9 5 max 2.176 2 .925 3 .032 2 3.688 4 5.644 7 8.735 2 10 mm .427 7 -.006 4 -.921 8 0 1 -8.736 2 -5.61 8 11 6 max 2.158 2 .909 3 1 .032 2 3.688 4 5.64 7 8.703 _2_ 12 min, .416 7 -.006 4 -.904 8 0 1 -8.703 2 -5.606 8 13 7 max 2.14 2 .892 3 .032 2 3.688 4 5.636 7 8.671 2 14 mm .405 7 -.006 4 -.887 8 0 1 -8.671 2 -5.602 8 15 8 max 2.123 2 .875 3 .032 2 3.688 _4.. 5.632 7 8.639 _2_ 16 mm .395 7 -.006 4 -.871 8 0 1 -9.082 6 -5.598 8 17 9 max 2.105 2 .866 3 .032 2 3.688 4 5.628 7 8.607 2 18 mip .384 _L -.006 _4_ -.861 8 0 _l -9.712 6 -5.594 A_ 19. iQ max 2.087 2 .857 3 .032 2 3.688 4 5.624 7 8.575 Z... 20 mm .373 _L -.006 4 -.853 8 0 1 -10.336 6 -5.59 8_ 21 M2 I max .289 2 .765 4 .781 4 .008 7 .002 7 1.523 4 22 mm -.38 8 1 -1.058 7 -.001 7 -.006 2 -1.012 4 -1.546 7 23 2 max .285 2 .765 4 .781 4 .008 7 .001 7 1.189 4 24 mm -.382 8 -1.058 7 -.001 7 -.006 2 -.671 4 -1.084 7 25 3 max .281 2 .765 4 .781 4 .008 7 0 7 .855 4 26 mm -.384 8 -1.058 7 -.001 7 -.006 2 -.33 4 -.622 7 27 4 max .277 2 .765 4 .781 4 .008 7 1 .017 8 .521 4 28 mm -.386 8 -1.058 7 -.001 7 -.006 2 -.059 2 -.159 7 29 5 max .274 2 .765 4 .781 4 .008 7 .354 8 .303 1 3 30 mm -.389 8 -1.058 7 -.001 7 -.006 2 -.022 2 .002 1 31 6 max .015 6 .285 3 0 Z. 0 A .498 8 .498 i 32 min 009 7 0 4 -.285 8 0 1 0 2 0 4 33 7 max .011 6 .285 3 1 0 1 2 0 8 .373 8 .373 3 34 mm .007 7 0 4 1 -.285 1 8 0 1 t 0 2 0 4 RISA-3D Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10x10 cant umbrella.r3d] Page 11 Designer : WCE 5:59 PM El Company : CCI Feb 21, 2022 Job Number : Checked By: AWF UPY Model Name : Lego Land S Envelope Member Section Forces (Continued) RA-hr Q., AviQirki I ( t, hrfk1 I C hcr1k1 I ( Thrnnrk.. I C u..0 Unma I r. , Unma I r. 35 8 max .007 6 .285 3 0 - 2 0 - 8 .249 1 8 .249 3 min .004 7 0 4 -.285 8 0 1 0 2 0 4 37 9 max .004 6 .285 3 0 2 0 8 .124 8 .124 3 38 mm .002 7 0 4 -.285 8 0 1 0 2 0 4 39 10 max 0 8 .285 3 0 2 0 8 0 8 0 8 40 I min, 0 1 0 4 -285 8 0 1 0 1 0 1 41 M7 1 max 1.193 8 1.07 2 -.004 1 .682 4 1.98 4 8.463 2 42 mm -.854 2 -.567 8 -.252 4 .018 _1 - .02 1 -3.804 8 43 2 max 1.192 8 1.054 2 -.004 1 .682 4 1.741 4 7.453 2 44 mm -.856 2 -.575 8 -.252 4 .018 1 .017 1 -3.501 7 45 3 max 1.191 8 1.034 2 -.004 1 .682 4 1.501 4 6.459 2 46 mm -.858 2 -.583 8 -.252 4 1 .018 1 .013 1 -3.209 7 AL _4_ max 1.19 8 1.01 2 -.004 1 .682 4 1.262 _4_ 5.487 2 48 mm -.861 2 -.591 8 -.252 4 .018 1 .009 1 -2.909 7 49 5 max 1.189 8 .985 2 -.004 1 .682 4 1.022 4 4.539 2 50 mm -.864 2 -.599 8 -.252 4 .018 1 .006 1 -2.602 7 51 6 max 1.188 8 .958 2 -.004 1 .682 4 .783 4 3.615 2 52 min -.867 2 -.606 8 -.252 4 .018 1 .002 1 -2.287 7 53 7 Imax 1.187 8 .929 2 -.004 1 .682 4 .543 4 2.717 2 54 mm -.871 2 -.614 8 -.252 4 .018 1 -.011 2 -1.965 7 55 8 max 1.186 8 .898 2 -.004 1 .682 4 .304 8 1.848 2 56 !i! -.874 _Z -.622 8 -.252 _4 .018 1 -.025 2 -1.635 .L. 57 9 max 1.186 8 .864 2 -.004 1 .682 4 .115 7 1.312 6 58 mm -.878 2 -.63 8 1 -.252 4 .018 1 -.04 2 -1.298 7 59 10 max 1.185 8 .849 2 -.004 1 .682 4 -.004 7 1.364 4 60 mm -.88 2 -.638 8 -.252 4 .018 1 -.175 4 -.953 7 61 M8 1 max 1.922 7 .058 6 .014 6 .139 2 .06 3 .107 4 62 mm -.795 2 -.086 7 -.023 7 -.197 7 -.062 4 -.12 7 63 2 Imax, 1.922 7 .055 6 .014 6 .139 2 .048 3 .078 4 64 mm -.794 2 -.087 7 -.023 7 -.197 7 -.056 4 -.072 7 65 3 max 1.922 7 .051 4 .014 6 .139 2 .035 3 .049 8 66 mm -.794 2 -.089 7 -.023 7 -.197 7 -.051 4 -.024 3 67 4 max 1.922 7 .049 8 .014 6 .139 2 .022 3 .026 7 68 mm -.792 2 -.09 3 -.023 7 -.197 7 -.045 4 -.009 2 69 5 Imax, 1.922 7 .048 8 .014 6 .139 2 .01 5 .076 7 70 mm -.791 2 -.092 3 -.023 7 -.197 7 -.04 8 -.01 6 71 6 max 1.923 7 .046 8 .014 6 .139 2 .009 2 .128 _._ 72 min -.789 2 -.094 3 -.023 7 -.197 7 -.035 8 -.031 8 73 7 max 1.923 7 .045 8 .014 6 .139 2 .011 2 .181 3 74 mm -.788 2 -.099 5 -.023 7 -.197 7 -.03 8 -.056 8 75 8 Imax, 1.923 7 .044 8 .014 6 .139 2 .014 2 .235 3 76 mm -.786 2 -.108 5 -.023 7 -.197 7 -.029 7 -.081 8 77 9 max 1.923 7 .043 8 .014 6 .139 2 .017 2 .29 3 78 mm -.785 2 -.118 5 -.023 7 -.197 7 -.042 7 -.105 8 79 10 max 1.923 7 .041 8 .014 6 .139 2 .02 2 .346 3 80 mm -.784 2 -.126 5 -.023 7 -.197 7 -.055 7 -.128 8 81 M9 1 Imax, 1.997 8 .301 3 .01 7 .002 4 .003 2 .417 3 82 mm -.906 5 -.14 8 0 1 0 7 -.047 7 -.161 8 83 2 max 1.997 8 .299 3 .01 7 .002 4 .003 2 .251 3 84 mm -.906 5 -.141 8 0 1 0 7 -.042 7 -.083 8 85 3 max 1.997 8 .297 3 .01 7 .002 4 .004 2 .085 3 86 - min -.905 5 -.143 8 1 0 1 0 7 -.036 7 -.004 8 87 4 Imax, 1.997 8 .295 3 .01 7 .002 4 .004 2 .075 8 88 mm -.904 5 -.144 8 0 1 0 7 -.031 7 -.079 3 89 5 max 1.997 8 .293 3 .01 7 .002 1 4 .004 2 .156 8 90 min 1 -.903 5 -.145 8 0 1 0 7 -.025 7 -.243 3 91 6 max 1.997 8 .291 3 .01 7 .002 4 .004 1 2 .236 8 RISA-3D Version 17.0.4 [DA ... \...\Custom Canopies\Risa\cc-legoland dbl 10xl0 cant umbrella.r3d] Page 12 I 1iJ Designer : WCE 5:59 PM U00ROSA Company : CCI Feb 21, 2022 Job Number : Checked By: Model Name : Lego Land Envelope Member Section Forces (Continued) Mmhr q,.r AviIfk1 I ( ,Shrfk1 IC' Shr1k1 I ( TnrniiFk- I('. v-u Mnm I ( 7-7 MnMP I 92 mm -.902 5 -.146 8 0 1 0 7 -.02 7 -.405 3 93 7 max 1.997 8 .289 3 .01 7 .002 4 .004 2 .318 8 94 mm -.901 5 -.147 8 0 1 0 7 -.014 3 -.566 3 95 8 max 1.998 8 .287 7 .01 7 .002 4 .006 6 .4 8 96 mm -.9 5 -.149 8 0 1 0 7 -.012 5 -.726 3 97 9 max 1.998 8 .286 7 .01 7 .002 4 .008 6 .483 1 8 98 mm -.898 5 -.15 8 0 1 0 7 -.012 5 -.885 3 99 10 max 1.998 8 1 .285 7 .01 7 .002 4 .011 6 .567 8 100 mm -.897 5 1 -.151 4 0 1 0 7 -.011 5 -1.043 3 101 MIO I max 1.816 7 1 .294 4 .009 5 .003 8 -.003 1 .423 4 102 min -.88 2 -.134 7 -.002 6 -.003 3 -.053 5 -.199 7 103 2 Imax, 1.816 7 .292 4 .009 5 .003 8 -.003 1 .261 _4_ 104 mm -.879 2 -.135 7 -.002 6 -.003 3 -.048 5 -.125 7 105 3 max 1.817 7 .29 4 .009 5 .003 8 -.003 1 .099 8 106 mm -.878 2 -.136 7 -.002 6 -.003 3 -.043 5 -.049 7 107 4 max 1.817 7 .288 4 .009 5 .003 8 -.003 1 .027 7 108 min -.877 2 -.137 7 -.002 6 -.003 3 -.038 5 -.062 _ 109 5 max 1.817 7 .286 4 .009 5 .003 8 -.002 1 .103 7 110 - min -.875 2 -.138 7 -.002 6 -.003 3 .036 3 -.221 4 111 6 max 1.817 7 .284 4 .009 5 .003 8 0 8 .181 7 112 - min -.874 2 -.14 7 -.002 6 -.003 . -.033 3 -.379 4_ 113 7 max 1.817 7 .282 4 .009 5 .003 8 .004 8 .258 i_ 114 min -.872 2 -.141 7 -.002 6 -.003 3 -.031 7 -.536 4 115 8 max, 1.817 .i_ .28 8 .009 _ .003 8 .009 8 .337 .i_ 116 - min -.871 2 -.142 7 -.002 6 -.003 3 -.03 7 -.692 _4_ 117, 9max 1.817 7 .279 8 .009 5 .003 8 .014 8 .416 7 118 min -.869 2 -.143 7 -.002 6 -.003 3 -.028 7 -.846 4 119 10 max 1.818 7 .278 8 .009 5 .003 8 .019 8 .496 .j_ 120 mm -.868 2 -.145 3 -.002 6 -.003 3 -.027 7 -1 4 121 M11 I Imax, 1.2 8 .144 3 .008 7 0 8 .02 8 .496 7 122 mm -.994 2 -.277 8 -.006 8 -.001 5 -.028 7 -1 4 123 2 maxI 1.2 8 .143 7 .008 7 0 8 .018 8 .44 7 124 mm -.993 2 -.278 8 -.006 8 -.001 5 -.025 7 -.891 4 125 3 max 1.2 8 .142 7 .008 1 7 0 8 .016 8 .383 7 126 mm -.992 2 -.279 8 -.006 8 -.001 5 -.022 7 -.781 4 127 4 max 1.2 8 .142 7 .008 7 0 8 .013 8 .327 7 128 mm -.992 2 -.28 4 -.006 8 -.001 5 -.019 7 -.671 4 129 5 max 1.2 8 .141 7 .008 7 0 8 .011 8 .271 7 130 mm -.991 2 -.281 4 -.006 8 -.001 5 -.016 7 -.56 4 131 6 max 1.2 8 .14 7 .008 7 0 8 .009 8 .216 7 132 mm -.991 2 -.283 4 -.006 8 -.001 5 -.012 7 -.448 4 133, 7 max 1.2 8 .139 7 .008 7 0 8 .007 8 .161 7 134 min -.99 2 -.284 4 -.006 8 -.001 5 -.009 7 -.336 4 135 8 max 1.201 8 .138 7 .008 7 0 8 .005 8 .106 7 136 min -.99 2 -.285 4 -.006 8 -.001 5 -.006 7 -.224 1 4 137 9 max 1.201 8 .137 7 .008 7 0 8 .002 8 .051 7 138 min -.989 2 -.287 4 -.006 8 -.001 5 -.003 7 -.111 4 139 10 max 1.201 8 .137 7 .008 7 0 8 0 8 .003 4 140 min -.989 2 -.288 4 -.006 8 -.001 5 0 5 -.003 7 141 M12 I max 1.219 7 .177 3 .014 6 .152 2 .015 2 .346 3 142 min -.994 2 -.051 4 -.023 7 -.217 7 -.048 7 -.128 8 143 2 max 1.219 7 .176 7 .014 6 .152 2 .019 2 .285 5 144 min -.993 2 -.052 4 1 -.023 7 -.217 7 -.057 7 -.108 8 145 3 max 1.219 7 .175 7 .014 6 .152 2 .023 2 .231 5 146 min -.992 2 -.053 4 -.023 7 -.217 7 -.066 7 -.088 8 147 4 max 1.219 7 .175 7 .014 6 .152 2 .027 2 .178 5 148 miii -.992 2 -.055 4 -.023 7 -.217 7 -.075 7 -.067 8 RISA-3D Version 17.0.4 [D:\...\ ... \Custom Canopies\Risa\cc-IegoIand dbl 10xl0 cant umbrella.r3d] Page 13 Company : CC[ Feb 21, 2022 uuonsh Designer : WCE 5:59 PM Job Number : Checked By.-- Model Name : Lego Land Envelope Member Section Forces (Continued) Mcmhr Sr AviIFk1 I r v Shr1k1 I r 7 Shpirfk1 I C Tnrr,iipFk- I ( v-v KAnmp I ( 7-7 MomA 149 5 max 1.219 7 .174 7 .014 6 .152 2 .031 2 .127 5 150 mm -.991 2 -.056 4 -.023 7 -.217 7 -.084 7 -.046 8 151 6 max 1.219 7 .173 7 .014 6 .152 2 .035 2 .115 2 152 mm -.991 2 -.058 4 -.023 7 -.217 7 -.093 7 -.024 8 153 7 max 1.219 7 .172 7 .014 6 .152 2 .039 2 .124 2 154 mm -.99 2 -.059 4 -.023 7 -.217 7 -.102 7 -.076 7 155 8 max 1.219 7 .171 7 .014 6 .152 2 .044 6 .134 2 156 mm -.99 2 -.061 6 -.023 7 -.217 7 -.111 7 -.144 7 157 9 max 1.219 7 .17 7 .014 6 .152 2 .05 6 .145 2 158 mm -.989 2 -.062 6 -.023 7 -.217 7 -.121 7 -.212 1 7 159 10 max 1.22 7 .17 7 .014 6 .152 2 .055 6 .158 6 160 - mm -.989 2 -.064 6 -.023 7 -.217 7 -.13 7 -.279 _L 161 M13 1 max 1.215 8 .164 4 .003 5 .001 8 .011 6 .567 8 162 min -1.014 2 -.29 7 -.003 6 0 2 -.011 5 -1.043 3 163 2 max 1.215 8 .163 8 .003 5 .001 8 .01 6 .502 8 164 mm -1.014 2 -.291 7 -.003 6 0 2 -.01 5 -.929 3 165 3 max 1.215 8 .162 8 .003 5 .001 8 .009 6 .438 8 166 min, -1.014 2 -.291 7 -.003 6 0 2 -.009 5 -.814 3 167 4 max 1.215 8 .161 8 .003 5 .001 8 .007 6 .374 8 168 min -1.013 2 -.292 7 -.003 6 1 0 2 -.008 5 -.699 3 169 5 max 1.215 8 .161 8 .003 5 .001 8 .006 6 .31 8 170 min -1.013 2 -.294 3 -.003 6 0 2 -.006 5 -.583 3 171 6 max 1.215 8 .16 8 .003 5 .001 8 .005 1 6 .247 8 172 min, -1.012 2 -.295 3 -.003 6 0 2 -.005 5 -.467 3 173 7 max 1.215 8 .159 8 .003 5 .001 8 .004 6 .184 8 174 min -1.011 2 -.296 3 -.003 6 0 2 -.004 5 -.35 3 175 8 max 1.215 8 .158 8 .003 5 .001 8 .002 6 .122 8 176 mm -1.01 2 -.298 3 -.003 6 0 2 -.002 5 -.232 3 177 9 max 1.216 8 .157 8 .003 5 .001 8 .001 6 .059 8 178 mm -1.01 2 -.299 3 -.003 6 0 2 -.001 5 -.114 3 179 10 max 1.216 8 .156 8 .003 5 .001 8 0 8 .004 7 180 mm -1.01 2 -.3 3 -.003 6 0 2 0 2 -.003 4 181 M14 1 max .243 8 .003 6 0 8 .014 2 0 8 0 8 182 mm -.77 3 .002 7 0 1 -.021 7 0 1 0 1 183 2 max .243 8 .002 6 0 8 .014 2 0 8 0 8 184 mm -.77 3 .001 7 0 1 -.021 7 0 1 -.002 1 185 3 max .243 8 .002 6 0 8 .014 2 0 8 -.002 8 186 mm -.77 3 0 7 0 1 -.021 7 0 1 -.003 1 187 4 max .243 8 0 6 0 8 .014 2 0 8 -.002 8 188 min -.769 3 0 7 0 1 -.021 7 0 1 -.003 1 189 5 max .243 8 0 6 0 8 .014 2 0 8 -.002 8 190 mm -.769 3 0 7 0 1 -.021 7 0 1 -.004 1 191 6 Imax .243 8 1 0 8 0 8 .014 2 0 8 -.002 8 192 min -.769 3 0 1 0 1 -.021 7 0 1 1 -.004 1 193 7 max .244 8 0 8 0 8 .014 2 0 8 -.002 8 194 min -.768 3 0 1 0 1 -.021 7 0 1 -.003 1 195 8 max .244 8 0 8 0 8 .014 2 0 8 -.002 8 196 min -.768 3 -.002 1 0 1 -.021 7 1 0 1 -.003 1 197 9 max .244 8 -.001 8 0 8 .014 2 0 8 0 8 198 min -.768 3 -.002 1 0 1 -.021 7 0 1 -.002 1 199 10 max .244 8 -.002 8 0 8 .014 2 0 8 0 8 200 min -.767 3 -.003 1 0 1 -.021 7 0 1 0 1 201 M15 1 Imax, 1.513 7 .003 6 0 8 0 7 0 8 0 8 202 min -.842 4 .002 7 0 1 1 0 6 0 1 0 1 203 2 max 1.513 7 .002 6 0 8 0 7 0 8 0 8 204 min -.842 4 .001 1 7 0 1 0 6 1 0 1 -.002 1 205 3 max 1.513 7 .002 1 6 0 8 0 7 1 0 8 -.002 8 RISA-3D Version 17.0.4 [DA ... \ ... \Custom Cartopies\Risa\cc-IegoIand dbl 10xl0 cant umbrella.r3d] Page 14 Designer : WCE 5:59 PM Company : CCI Feb 21, 2022 Job Number : Checked By:__ AF flUP Model Name : Lego Land Envelope Member Section Forces (Continued) Mmhr Sr#r AeiiIFk1 I ( v Shar1k1 IC z Shrfk1 LC TnrnijFk- [C v-v Mome - [C z-z Mome. - [C 2061 mm -.842 4 0 7 0 1 0 6 0 1 -.003 1 207 4 max 1.514 7 0 6 0 8 0 7 0 8 -.002 8 208 mm -.841 4 0 7 0 1 0 6 0 1 -.003 1 209 5 max 1.514 7 0 6 0 8 0 7 0 8 -.002 8 210 min. -.841 4 0 7 0 1 0 6 0 1 -.004 1 211 6 max 1.514 7 0 8 0 8 0 7 0 8 -.002 8 212 min -.841 4 0 1 0 1 0 6 0 1 -.004 1 213 7 max 1.514 7 0 8 0 8 0 7 0 8 -.002 8 214 min -.84 4 0 1 0 1 0 6 0 1 -.003 1 215 8 max l.5147 0 8 1 0 8 1 0 7 0 8 -.002 8 216 mm -.84 4 -.002 1 0 1 0 6 0 1 -.003 1 217 9 max 1.515 7 -.001 8 0 8 0 7 0 8 0 8 218 min -.84 4 -.002 1 0 1 0 6 0 1 -.002 1 219 10 max 1.515 7 1 -.002 8 0 8 0 7 0 8 0 8 220 mm -.839 4 -.003 1 0 1 0 6 0 1 0 1 221 M16 I max 1.45 8 .003 6 0 8 .003 7 0 8 0 1 8 222 mm -.783 3 .002 7 0 1 -.002 4 0 1 0 1 223 2 max 1.451 8 .002 6 0 8 .003 7 0 8 0 8 224 mm -.783 3 .001 7 0 1 -.002 4 0 1 -.002 1 225 3 max 1.451 8 .002 6 0 8 .003 7 0 8 -.002 8 226 mm -.783 3 1 0 7 0 1 -.002 4 0 1 -.003 1 227 4 max 1.451 8 0 6 0 8 .003 7 0 8 -.002 8 228 mm -.782 3 0 7 0 1 -.002 4 0 1 -.003 1 229 5 max 1.451 8 0 6 0 8 .003 7 0 8 -.002 8 230 mm -.782 3 0 7 0 1 -.002 4 0 1 -.004 1 231 6 max 1.451 8 0 8 0 8 .003 7 0 8 -.002 8 232 mm -.782 3 0 1 0 1 -.002 4 0 1 -.004 1 233 7 max 1.452 8 0 8 0 8 .003 7 0 8 -.002 8 234 mm -.781 3 0 1 0 1 -.002 4 0 1 -.003 1 235 8 ImaxI 1.452 8 0 8 0 8 .003 7 0 8 1 -.002 8 236 min -.781 3 -.002 1 0 1 -.002 4 0 1 -.003 1 237 9 max 1.452 8 -.001 8 0 8 .003 7 0 8 0 8 238 mm -.781 3 -.002 1 0 1 -.002 4 0 1 -.002 1 239 10 max 1.452 8 1 -.002 8 0 8 .003 7 0 8 0 8 240 mm -.78 3 -.003 1 0 1 -.002 4 0 1 0 1 241 M18 I Imax, .704 4 .085 2 1 .136 2 .007 6 2.249 7 .412 5 242 min .081 1 -1.047 8 -1.138 7 -.013 7 -.26 2 -2.091 8 243 2 max .701 4 .085 2 .136 2 .007 6 1.839 8 .424 3 244 min .078 1 -1.047 8 -1.138 7 -.013 7 -.201 2 -1.634 8 245 3 max .697 4 .085 2 .136 2 .007 6 1.478 8 .458 3 246 min .074 1 -1.047 8 -1.138 7 -.013 7 -.141 2 -1.177 8 247 4 Imax, .693 4 .085 2 .136 2 .007 6 1.117 8 .493 1 3 248 min .07 1 -1.047 8 -1.138 7 -.013 7 -.082 2 -.72 8 249, 5 max .69 4 .065 2 .136 2 .007 6 .756 8 .528 3 250 mm .067 1 -1.047 8 -1.138 7 -.013 7 -.023 2 -.262 8 251 6 max .015 6 .285 3 0 2 0 8 1 .498 8 .498 3 252 min .009 7 0 4 -.285 8 0 1 0 2 0 4 253 7 Imax, .011 6 .285 3 0 2 0 8 .373 8 .373 3 254 mm .007 7 0 4 -.285 8 0 1 0 2 0 4 255 8 max .007 6 .285 3 0 2 0 8 .249 8 .249 3 256 min .004 7 0 4 -.285 8 0 1 0 2 0 4 257 9 max .004 6 .285 3 0 2 0 8 .124 8 .124 3 258 min .002 7 0 4 -.285 8 0 1 0 2 0 4 259 10 max 0 8 .285 3 0 2 0 8 0 8 0 8 260 min o 1 0 4 -.285 8 0 1 0 1 1 0 1 261 M23 I ImaxI 1.282 7 1.428 6 .015 2 1.965 8 2.482 7 1 9.908 6 262 Iminl -1.145 6 -.416 7 -.314 7 -.644 3 1 .075 2 1 -5.568 1 7 RISA-3D Version 17.0.4 [DA ... \ ... Custom CanopiesRisa\cc-IegoIand dbl l0xl0 cant umbrefla.r3d] Page 15 [] Designer : WCE 5:59 PM Company : CCI Feb 21, 2022 Job Number : Checked By: FUPY Model Name : Lego Land Envelope Member Section Forces (Continued) Member Sec AxilFk1 [C v Shearlkl [C z Sheariki LC lorauelk-. LC v-v Mome LC z-z Mome LC 263 2 max 1.281 7 1.413 - 6 .015 - 2 1.965 1 8 1 2.183 1 7 8.557 6 264 mm -1.147 6 -.424 7 -.314 7 -.644 3 -.061 2 -5.169 7 265 3 max 1.28 7 1.394 6 .015 2 1.965 8 1.885 7 7.222 6 266 min -1.149 6 -.432 7 -.314 7 -.644 3 -.047 2 -4.762 7 267 4 max 1.279 7 1.373 6 .015 2 1.965 8 1.586 3 5.906 6 268 miii -1.152 6 1 -.44 7 -.314 1 7 -.644 3 -.032 2 -4.348 7 269 5 max 1.278 7 1.351 6 .015 2 1.965 8 1.288 3 4.611 6 270 mm -1.154 6 -.447 7 -.314 7 -.644 3 -.018 2 -3.926 7 271 6 max 1.277 7 1.327 6 .015 2 1.965 8 .99 3 3.615 2 272 min -1.157 6 -.455 7 -.314 7 -.644 3 -.004 2 -3.497 7 273 7 max 1.276 7 1.303 6 .015 2 1.965 8 .692 3 2.717 2 274 mm -1.16 6 1 -.463 7 -.314 7 -.644 3 .002 1 -3.06 7 275 8 max 1.275 7 1.276 6 .015 2 1.965 8 .393 3 1.848 2 276 min -1.163 6 -.471 7 -.314 7 -644 3 .005 1 -2.616 7 277 9 max 1.274 7 1.247 6 .015 2 1.965 8 .097 5 1.01 2 min -1.166 6 -.479 7 -.314 7 -.644 3 -.005 8 -2.164 7 279 10 max 1.273 7 1.233 6 .015 2 1.965 8 .054 2 .196 2 280 min -1.168 6 -.487 7 -.314 7 -.644 3 -.207 7 -2.198 8 281 M24 1 max 2.313 7 .064 2 .013 7 .005 4 .048 6 .069 2 282 min -.88 2 -.243 8 -.015 6 0 1 -.062 7 -.307 8 283 2 max 2.313 7 .06 2 .013 7 .005 t .039 6 .035 2 284 min -.879 2 -.244 8 -.015 6 0 1 -.055 7 -.183 7 285 3 max 2.313 7 .052 2 .013 7 .005 4 .031 6 .004 2 286 min -.878 2 -.245 8 -.015 6 0 1 -.048 7 -.084 7 287 4 max 2.313 7 .041 2 .013 7 .005 4 .023 6 .1 8 288 min -.877 2 -.246 8 -.015 6 0 1 -.041 7 -.023 2 289 5 max 2.313 7 .028 2 .013 7 .005 4 .015 6 .237 8 290 mm -.875 2 -.247 8 -.015 6 0 1 -.034 7 -.042 2 291 6 max 2.314 7 .015 2 .013 7 .005 4 .007 2 .375 8 292 min. -.874 2 -.249 8 -.015 6 0 1 -.027 7 -.054 2 293 7 max 2.314 7 .003 1 .013 7 .005 4 .006 2 .514 8 294 mm -.872 2 -.25 8 -.015 6 0 1 -.02 3 -.058 2 295 8 max 2.314 7 .001 1 .013 7 .005 4 .004 2 .653 8 296 mm -.871 2 -.251 8 -.015 6 0 1 -.016 5 -.055 2 297 9 max 2.314 7 0 1 .013 7 .005 4 .002 2 .793 8 298 mm -.869 2 -.252 8 -.015 6 0 1 -.017 6 -.046 2 299 10 max 2.314 7 -.003 1 .013 7 .005 4 .001 7 .933 8 300 mm -.868 2 -.254 4 -.015 6 0 1 -.025 6 -.03 2 301 M25 1 max .143 7 .259 3 .01 5 .005 8 .029 8 .328 3 302 mm -1.91 6 .016 1 -.006 8 -.003 3 -.057 3 .019 1 303 2 max .143 7 .258 3 .01 5 .005 8 .026 8 .184 3 304 min -1.91 6 .014 1 -.006 8 -.003 3 -.052 3 .011 1 305 3 max .144 7 .256 3 .01 5 .005 8 .022 8 .041 3 306 mm -1.91 6 .012 1 -.006 8 -.003 3 -.047 3 -.044 8 307 4 max .144 7 .254 3 .01 5 .005 8 .018 8 -.002 1 308 mm -1.909 6 .01 1 -.006 8 -.003 3 -.042 3 -.101 4 309 5 max .144 7 .252 3 .01 5 .005 8 .015 8 -.007 1 310 min. -1.907 6 .008 1 -.006 8 -.003 3 -.037 3 -.241 3 311 6 max .144 7 .25 3 .01 5 .005 8 .011 8 -.011 1 312 mm -1.906 6 .006 1 -.006 8 -.003 3 -.032 3 -.38 3 313 7 max .144 7 .248 3 .01 5 .005 8 .008 8 -.014 1 314 min -1.905 6 0 2 -.006 8 -.003 3 -.027 7 -.518 3 315 8 max .144 7 .246 7 .01 5 .005 8 .004 4 -.015 1 316 mm -1.904 6 -.011 2 -.006 8 -.003 3 -.023 7 -.655 3 317 9 max .144 7 .244 7 .01 5 .005 8 .003 6 -.015 1 318 mm -1.903 6 -.023 1 2 -.006 1 8 -.003 3 -.018 7 -.791 3 319 10 ImaxI .145 7 .243 1 7 .01 1 5 .005 8 .002 6 -.011 2 RISA-3D Version 17.0.4 (DA ... \ ... \Custom CanopiesRisa\cc-IegoIand dbl 10x10 cant umbrella.r3d] Page 16 Designer : WCE 5:59 PM Company : CCI Feb 21, 2022 Job Number : Checked By: AF flUPY Model Name : Lego Land . Envelope Member Section Forces (Continued) Member Sc AxialFkl [C v ShrFk1 [C z Sheariki LC TomueFk-. [C v-v Mome LC z-z Mome LC 320 mm -1.902 6 -.037 2 -.006 1 8 -.003 1 3 -.014 7 -.925 3 321 M26 1 max 1.91 7 .028 2 .028 7 .234 7 .005 2 .023 2 322 mm -1.31 6 -.069 8 -.005 2 -.143 6 -.125 7 -.181 8 323 2 max 1.91 7 .024 2 .028 7 .234 7 .002 2 .009 2 324 mm -1.31 6 -.07 8 -.005 2 -.143 6 -.11 7 -.142 8 325 3 Imax, 1.91 7 1 .017 2 1 .028 7 1 .234 7 1 0 1 .008 7 326 mm -1.309 6 -.072 8 -.005 2 -.143 6 -.095 3 -.103 4 327 4 max 1.911 7 .006 2 .028 7 .234 7 0 1 .041 7 328 mm -1.308 6 -.073 8 -.005 2 -.143 6 -.079 3 -.063 4 329 5 max 1.911 7 -.002 1 .028 7 .234 7 -.002 1 .075 7 330 - mm -1.307 6 -.074 4 -.005 2 -.143 6 -.064 3 -.023 6_ 331 6 max 1.911 7 -.004 1 .028 7 .234 7 -.003 1 .11 3 332 mm -1.305 6 -.076 4 -.005 2 -.143 6 -.049 3 0 2 333 7 max 1.911 7 -.006 1 .028 7 .234 7 -.004 1 .147 3 334 mm -1.304 6 -.081 6 -.005 2 -.143 6 -.034 3 .003 1 335 8 max 1.911 7 -.008 1 .028 7 .234 7 -.005 1 .185 3 336 mm -1.303 6 -.091 6 -.005 2 -.143 6 -.021 6 .006 1 337 9 max 1.911 7 -.01 1 .028 7 .234 7 -.002 7 .224 3 338 mm -1.302 6 -.1 6 -.005 2 -.143 6 -.022 6 .011 1 339 10 max 1.911 7 -.012 1 .028 7 .234 7 .014 7 .279 5 340 mm -1.301 6 -.108 6 -.005 2 -.143 6 -.022 6 .017 1 341 M27 I max 1.381 7 .142 3 .037 7 .261 7 .004 7 .279 5 342 mm -1.741 6 0 1 -.012 6 -.152 6 -.02 4 .017 1 343 2 max 1.381 7 .141 7 .037 7 .261 7 .018 7 .234 5 344 mm -1.741 6 -.002 1 -.012 6 -.152 6 -.024 6 .018 1 345 3 max 1.381 7 .14 7 1 .037 7 .261 7 .033 7 .19 5 346 mm -1.74 6 1 -.005 2 -.012 6 -.152 6 -.028 6 .019 1 347 4 max 1.381 7 .139 7 .037 7 .261 7 .048 7 .167 6 348 mm -1.74 6 -.01 2 -.012 6 -.152 6 -.033 1 6 .021 1 349 5 max 1.381 7 .138 7 .037 7 .261 7 .062 7 .155 6 350 mm -1.739 6 -.014 2 -.012 6 -.152 6 -.037 6 .023 1 351 6 max 1.381 7 .137 7 .037 7 .261 7 .077 7 .144 6 352 mm -1.739 6 -.019 2 -.012 6 -.152 6 -.042 6 -.02 7 353 7 max 1.381 7 .137 7 .037 7 .261 7 .091 7 .135 6 354 mm -1.739 6 -.023 2 -.012 6 -.152 6 -.046 6 -.075 7 355 8 max 1.381 7 .136 7 .037 7 .261 7 .106 7 .134 2 356 mm -1.738 6 -.028 2 -.012 6 -.152 6 -.051 6 -.128 7 357 9 max 1.381 7 .135 7 .037 7 .261 7 .12 7 .145 2 358 mm -1.738 6 -.03 2 -.012 6 -.152 6 -.056 6 -.182 7 359 10 max 1.382 7 .134 7 .037 7 .261 7 .135 7 .157 2 360 mm -1.738 6 -.031 2 -.012 6 -.152 6 -.06 6 -.235 7 361 M28 I max 1.407 7 .267 8 .007 6 .001 5 .002 7 .933 8 362 mm -1.638 6 .002 1 0 7 0 1 -.024 6 -.03 2 363 2 max 1.407 7 .266 8 .007 6 .001 5 .002 7 .828 1 8 364 mm -1.637 6 0 1 0 7 0 1 -.022 6 -.034 2 365 3 max 1.407 7 .265 8 .007 6 .001 5 .002 7 .723 8 366 mm -1.637 6 0 1 0 7 0 1 -.019 6 -.036 2 367 4 Imax, 1.407 7 .264 8 .007 6 .001 5 .001 7 .618 8 368 mm -1.637 6 -.003 2 0 7 0 1 -.016 6 -.036 2 369 5 max 1.408 7 .263 8 .007 6 .001 5 .001 7 .514 8 370 mm -1.636 6 -.007 2 0 7 0 1 -.013 6 -.034 2 371 6 max 1.408 7 .263 8 .007 6 .001 1 5 0 7 .41 8 372 mm -1.636 6 -.012 2 0 7 0 1 -.011 6 -.03 2 373, 7 max 1.408 7 .262 8 .007 6 .001 5 0 7 .306 8 3741 _ mm -1.635 1 6 1 -.017 2 0 7 0 1 -.008 6 -.025 2 375 8 max 1.408 7 .261 8 .007 6 .001 5 0 7 .203 8 3761 IminI-1.635 1 6 1-.021 2 0 1 7 0 1 -.005 6 1 -.017 2 RISA-3D Version 17.0.4 (DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10x10 cant umbrella.r3d] Page 17 11 [] Designer : WCE 5:59 PM El ii Company : CCI Feb 21, 2022 Job Number : Checked By: Model Name : Lego Land Envelope Member Section Forces (Continued) Member See AxiIFk1 LC v Shear[k] [C z Shear[k] [C ThraueFk- LC v-v Mome... LC z-z Mome... LC FYZI __ ICI*1 I11 RISA-3D Version 17.0.4 [DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10xl0 cant umbrella.r3d] Page 18 S [] 0El %Designer : WCE 5:59 PM Company : CCI Feb 21, 2022 Job Number : Checked By: A Model Name : Lego Land Envelope Member Section Forces (Continued) RAnhr Q., AviIrk1 I P ,QhrFk1 I ' , I C' TrL I C' RArn I P , I C' ZT1___Mm _wr _K. mm mm M Envelope AISC 15th(360-16): ASD Steel Code Checks ttAn,h, C,r4 Ph I n,4ff1 hr C' I ,,' I C' On.'.I,n, r6i OnAln IAn*,s,I RA-1 P1, P- 1 Mi PIPE-6.0 574 0 209 _0 4 113.628 1307 22.216 22.216 1.013 H1-1b _2_ M2 PI-50_8 .230 0 4 .058 0 4 - 59.946 62.811 806. 8 3.007 Hi-lb M7 PIPE-5.0 .595 0 2 .074 8. 8 - 84.097 1005 14.314 14.314 1.687 HI-lb ...4_ M8 PI-250_... .258 5 3 .152 5 - 7 19.118 25.225 LZZ 1.877 2.198 Hi-lb _ M9 PI-250_... .630 5 3 .040 0 3 19.118 25.225 1.677 1.677 2.141 Hi-lb 8 Mi0 PI-250_... .601 5 4 .041 _Q 4 - 19.118 25.225 1.677 1.677 2.145 Hi-lb .J_ M11 PI-250.. .622 0 8 .039 . 4 - 21.92 25.225 1877 1.677 1.653 Hi-lb _8_ M12 PI-250 ... .234 0 3 .177 .Q 7 - 21.92 25.225 iYT 1.77 2.224 Hi-lb _ M13 PI-250_... .645 0 7 .040 3. 3 - 21.92 25.225 1.677 1.677 1.654 Hi-lb 10. M14 Pl-15_14 .087 5.598 8 .075 0 - 7 2.814 8.337 18 1.14 Hlib* Ii M15 PI-15_14 .547 2.884 3 .004 55. 6 2.814 8.337 .316 .316 1.14 H1-1a 12_ M16 PI-15_I4 .524 2.884 4 .010 0 1 3 2.814 8.337 .316 .316 1 1.14 H1-1a 13 M18 P1-50 8 .382 0 18 .071 0 8 59.946 62.811 8.06 8.061 2.995 H1-1b 14_ M23 PIPE _5.0 .702 0 16, .186 Q 4 - 84.097 100.85 14.314 14.314 1.893 H1-1b .15 M24 PI-250_... .562 5 8 .037 5 - 4 19.118 25.225 1.677 1.7_7 2.156 Hi-lb 16 M25 PI-250_... .554 5 7 .036 0 3 19.118 25.225 1.677 1.677 2.137 H1-1b IL M26 PI-250_... .206 5 3 .175 5 - 7 19.118 25.225 1.677 1.677 2.08 Hi-lb 1.8_. M27 PI-251L... .193 3.559 7 .204 0 7 - 21.92 25.225 1.71 1.677 2.25 Hi-lb 1.9 M28 PI-250_... .581 0 8 .036 0 4 - 21.92 25.225 1.677 1.7 1.666 H1-1b 20 M29 PI-250 ... .581 0 3 .036 . 3 - 21.92 25.225 1.677 1.677 1.649 Hi-lb ZL M30 PI-15_14 .107 2.771 4 .017 5.5.. 4 2.814 8.3371 .316 A18 1 1.14 Hi-lb 22 M31 PI-15 14 .466 2.884 3 .014 5.5..j 4 2.814 8.337 .316 .316 1 1.14 H1-1a 23 M32 PI-15_14 .050 2.771 151 .101 ! - 7 2.8148.3-371 .316 1 .3161 1.14 1 Hi-lb RISA-3D Version 17.0.4 (DA ... \ ... \Custom Canopies\Risa\cc-IegoIand dbl 10x10 cant umbrella.r3d] Page 19 Job Number Designer : WCE Feb 21, 2022 Company : CCI : 5:59 PM unoipush% A Checked By: Model Name : Lego Land . Material Takeoff MtriI Si7p PiprAs I Pnnthrftl WAinhtlKl 1 Hot Rolled Steel 2 A36 Gr.36 5/8" Dia. Rod 7 84.1 .088 3 A500 Gr.42 P1-15 14 6 33.6 .038 4 A500 Gr.42 PI-250_11cust 12 51.4 .175 5 A500 Gr.42 P1-50 8 2 7.9 .067 A500 Gr.42 PIPE 5.0 1 2 17.1 1 .234 7 A500 Gr.42 PIPE 6.0 1 9 .159 8 Total HR Steel 30 203.1 .761 RISA-31D Version 17.0.4 [D:\...\ ... Custom Canopies\Risa\cc-legoland dbl 10x10 cant umbrella.r3d] Page 20 [I JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: Main Wind-Force Resisting System Wall Pressures - ASCE 7.16 I For Buildings of All Heights General parameters: Risk Category (I, II, Ill, IV): Basic Wind Speed, V: Mean recurrence interval: MRI factor: Adjusted Basic Wind Speed, V: Building properties: II Mean Roof Height, h: 15 ft 110 mph Parapet Height: 0 ft 50 year Typical length in x-direction, L1: 55 ft 1.00 Typical length in y-direction, L2: 55 ft 110 mph Velocity pressure coeff. Kb: 0.85 Velocity pressure q: 22.4 psf Exposure Category (B, C, D): C a: 9.50 900 Topographic factor, K: 1.00 Wind directionality factor, Kd: 0.85 Gust Effect Factor, G (x-dir. wind): 0.95 Gust Effect Factor, G (y-dir. wind): 0.95 Internal pressure coefficient, +GC 1: 0.00 Internal pressure coefficient, -GC 1: 0.00 Windward pressure coefficient, C: 0.80 Side pressure coefficient, C: -0.70 Parapet: Total Force of Both Parapets (x-dir.) 0.0 k Total Force of Both Parapets (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Recommended Gust Effect Factors: Damping ratio, : 0.015 Building period, T (x-dir.): 1.00 sec Building period, T (y-dir.): 1.00 sec Gust Effect Factor, G (x-dir.): 0.85 Gust Effect Factor, G (v-dir.): 0.85 L2 H Simplified Parapet Calculations: Total Force of Both Par. (x-dir.) 0.0 k Total Force of Both Par. (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Base moments and shears: Distance from ground level (z=0) to foundation: Base shear due to x-direction wind (excluding ground level): Base moment due to x-direction wind at ground level (z=0): Base moment due to x-direction wind at foundation: Base shear due to y-direction wind (excluding ground level): Base moment due to y-direction wind at ground level (z0): Base moment due to y-direction wind at foundation: 3 f 31 k -1,358 k-ft -1,266 k-ft 31 k -1,358 k-ft -1,266 k-ft Notes: .1. Positive and negative pressures signify pressures acting toward and away from the surfaces, respectively. 2. Refer to Figure 27.4-1, ASCE 7-10 for wind pressure diagrams. JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: Main Wind-Force Resisting System Wall Pressures - ASCE 7-16 I For Buildings of All Heights Buildings properties and Results: X-direction wind Y-direction wind z (user) L1 (user) L2 (user) K qz L1 L2 p F p F (ft) (if) (if) (psf) (if) (if) (psf) (k) (psf) (k) 15 0.85 22.4 55 55 27.6 -125 27.6 -125 180 1.43 37.7 55 55 39.3 -157 39.3 -157 160 1.40 36.8 55 55 38.6 42 38.6 42 140 1.36 35.8 55 55 37.8 42 37.8 42 120 1.32 34.6 55 55 36.9 41 36.9 41 100 1.27 33.3 55 55 35.9 40 35.9 40 80 1.21 31.8 55 55 34.8 38 34.8 38 60 1.14 29.9 55 55 33.4 37 33.4 37 40 1.04 27.5 55 55 31.5 35 31.5 35 20 0.90 23.7 55 55 28.7 24 28.7 24 10 0.85 22.4 55 55 27.6 15 27.6 15 0 0.85 22.4 55 55 27.6 8 27.6 8 B1A Title: Job # Dsgnr: Date: Description: Scope: L Steel Column Base Plate Description 5" Arm - End Plate General Information Loads Steel Section P5std Section Length 5.563 in Axial Load 1.30 k Section Width 5.563 in X-X Axis Moment 12.00 k4t Flange Thickness 0.258 in Ahh Thi,.frn fl 958 in Plate Dimensions Plate Length 8.000 in Allowable Stresses Plate Width 8.000 in Concrete ft 3,000.0 psi Plate Thickness 0.738 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 24.000 in Dist. from Plate Edge 2.000 in Pier Width 24.000 in Bolt Count per Side 2 Tension Capacity 8.400 k Bolt Area 0.440 in2 {L Summary II Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 1,344.7 psi Allow per AC1318-95, A3.1 Partial Bearing : Bolts in Tension = 0.3 * f'c * Sqrt(A2IA1) * LDF 2,394.0 psi S Allow per AISC J9 2,793.0 psi Plate Bending Stress Thickness OK Actualfb 31,745.7 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 7.618 k Allowable 8.400 k 40 fLIl u.TLrUI Hilti PROFIS Engineering 3.0.75 Lego Land Double 10' Cant. Umbrella Base Plate Design www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Concrete - Feb 21, 2022 Page: 1 Specifier: E-Mail: Date: 2/21/2022 Specifiers comments: /'_ Increase to 7/8" for ductility HIT-HY 200 V3 + HAS-V-36 (ASTM F1554 Gr.36) 3/4 IL 385433 HAS 5.8 3/4x11' (element) I not available (adhesive) heta = 9.000 in. (hef limit = - in.) 5.8 ESR-4868 11/1120211111112022 Design Method ACI 318-14/ Chem e, = 0.000 in. (no stand-off); t = 1.000 in. Ix lxt = 12.000 in. x 12.000 in. x 1.000 in.; Steel pipe, PIPE6STD; (Lx W x T) = 6.630 in. x 6.630 in. x 0.280 in. cracked concrete, 3000, = 3,000 psi; h = 12.000 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition A, shear condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar I Anchor Design 1.1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate CBFEM • Profile: Base material: Installation: Reinforcement: 0 CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) Geometry [in.] & Loading [lb, in.lb] j Design loads . Sustained loads x Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2022 Huh AG, FL-9494 Schaan HIS Is a registered Trademark of HIM AG, Schaan Shear force x Shear force y 1 41 -1 -15 1 -41 -1 15 ID:=56::01 Hilt! PROMS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Concrete - Feb 21, 2022 Page: 2 Specifier: E-Mail: Date: 2/21/2022 1.1.1 Design results Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%) 1 Combination 1 N = -755; V = 0; V, =0; no 99 M = 0; M = 194,516; M = 0; Nsus = 0; Mx,sus = 0; y'sus= 0; ALY 03 0 Tension Compression 01 02 1.2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force 1 11,957 41 2 -1 15 3 11,964 41 4 -1 15 resulting tension force in (x/y)=(-4.000/0.001): 23,918 [lb] resulting compression force in (x/y)=(3.962/0.005): 25,136 [lb] Anchor forces are calculated based on a component-based Finite Element Method (CBFEM) 1.3 Tension load Load Nue [lb] Capacity$ N [lb] Utilization PN = NUJ4 N Status Steel Strength* 11,964 15,762 76 OK Bond Strength** 23,920 24,294 99 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Failure 23,920 24,440 98 OK * highest loaded anchor **anchor group (anchors in tension) . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan HIM is a registered Trademark of Hilti AG, Schaan AM ID:==~Jl Hilti PROFIS Engineering 3.0.75 www.hiltLcom Company: Address: Phone I Fax: Design: Fastening point: 1.3.1 Steel Strength N = ESR value 4) Ns. N Concrete - Feb 21, 2022 refer to ICC-ES ESR-4868 ACI 318-14 Table 17.3.1.1 Page: Specifier E-Mail: Date: 2/21/2022 Variables A N [in.'] fut. [psi] 0.33 72,500 Calculations N. [lb] 24,250 Results N [Ib] 0 steel 41 N [lb] N [lb] 24,250 0.650 15,762 11,964 S Onput data and results must be checked for confomitty with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2022 hllti AG. FL-9494 Schaan I-lull Is a registered Trademark of HUll AG, Sc$iaan B3B ILJIunHJ1 Hilt! PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 4 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21, 2022 Date: 2/21/2022 Fastening point: 1.3.2 Bond Strength Nag = (±ti.) edNa '1ec2,Na Wed,Na Wcp,Na Nba ANaO Nag N 5 ANa see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) ANaO = (2 cNS) 2 a =10d9'\l uncr - 1100 1' 'ec,Na = (1 + eN ) <1.0 CNa 1Ved,Na = 0.7 + 0.3 (oo) ~1.0 CNa NJ cp Na - MAX( L. - Nba = X a t r d ACI 318-14 Eq. (17.4.5.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) Variables k.cuncr [psi] d5 (in.] hei [in.] Camin [in] Uoverhead 'rkd [psi] 2,261 0.750 9.000 18.000 1.000 1,283 is e1 [in.] ec2,N [in.] c [in.] X 0.000 0.001 22.580 1.000 Calculations CN8 [in.) AN. (in.2] '4'rriao [in.2] edNa 10.704 629.54 458.28 1.000 edNa NJec2.Na 'Vcp,Na Nba [lb] 1.000 1.000 1.000 27,211 Results N85 [lb] 4 bond 4) N8 [lb] Nua [lb] 37,375 0.650 24,294 23,920 . Input data and results must be checked for conformity with the existing conditions and for plauslbilityl PROFIS Engineering (c ) 2003-2022 FIlth AG, FL-9494 Schaan Hub Is a registered Trademark of Hllti AG, Schaan B3C tLII u nHJI Hilti PROMS Engineering 3.0.75 www.hilti.com Company: Page: 5 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 2/21/2022 Fastening point: 1.3.3 Concrete Breakout Failure Ncb9 = () W eC,N N'ed,N Wc,N Wcp,N No ACI 318-14 Eq. (17.4.2.1b) 4) Ncbg N 8 ACI 318-14 Table 17.3.1.1 ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO = 9 hef ACI 318-14 Eq. (17.4.2.1c) W ec,N = (1 i) 1.0 ACI 318-14 Eq. (17.4.2.4) + ed,N = 0.7 + 0.3 () < 1.0 ACI 318-14 Eq. (17.4.2.5b) Wcp,N = MAX(Efl,4!t!) 1.0 ACI 318-14 Eq. (17.4.2.7b) Cac ac Nb = k a ACI 318-14 Eq. (17.4.2.2a) Variables het [in.] eCIN [in.] e>3N [in.] Capin [in.] >l c,w 9.000 0.000 0.001 18.000 1.000 [in.] kc Xa f0 [psi] W 22.580 17 1.000 3,000 Calculations AN, [in.2] A[in.2] 'Vec1,N Wec2.N >ed,N Wcocp,N 945.00 729.00 1.000 1.000 1.000 1.000 Results N,>,> [lb] 4> concrete 4) N,,q [lb] N 8 [lb) 32,587 0.750 24,440 23,920 25,140 . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (C ) 2003-2022 Hilt AG, FL-9494 Schaan Hilt is a registered Trademark of Hilt AG, Schaan ME tLI[Umr1JI Hilt! PROFIS Engineering 3.0.75 *www.hilti.com Company: Address: Phone I Fax: I Design: Concrete - Feb 21, 2022 Fastening point: 1.4 Shear load Load Vua [lb] Page: 6 Specifier: E-Mail: Date: 2/21/2022 Capacity III V [lb] Utilization N = vJ V, Status 8,730 1 OK N/A N/A N/A 14,786 1 OK 17,409 1 OK Steel Strength* 41 Steel failure (with lever arm)* N/A Pryout Strength (Concrete Breakout 41 Strength controls)* Concrete edge failure in direction y- 56 * highest loaded anchor **anchor group (relevant anchors) 1.4.1 Steel Strength V = ESR value refer to ICC-ES ESR-4868 4 ACl318-14 Table 17.3.1.1 Variables Asv [in. 2]fut. [psi] 0.33 72.500 Calculations 0 V. [lb] 14,550 Results V [lb] steel 4 V [lb] V, [lb] 14,550 0.600 8,730 41 ,tend results must be checked for conformity with the existing conditions and for plausibility! IN LLI-HJ1 Hilt! PROFIS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Concrete - Feb 21, 2022 Page: Specifier: E-Mail: Date: 7 2/21/2022 1.42 Pryout Strength (Concrete Breakout Strength controls) vcp NcO -k [(ANC \ Nb] - -) Nad,N cN VcpN 4)vcp 2! vu. ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANCO = 9t1et 1 WeCN ( = 2 eN)<1.0 3 her WedN =0.7+0.3() <1.0 1.5hef - (c.n 1.5h6f\ cp,N = MAX C8 ' cac ) ~ 1.0 Nb =k'Rh 1.5 ACI 318-14 Eq. (17.5.3.1 a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Variables kcp h0f [in.] eC1,N [in.] ecN [in.] camin [in.] 2 9.000 0.000 0.000 18.000 S c,N c0 [in.] kc X a c [psi] 1.000 22.580 17 1.000 3,000 Calculations A [in.'] AN [in.2] ecl,N Vec2,N Wed,N cp,N Nb [tb] 306.25 729.00 1.000 1.000 1.000 1.000 25,140 Results Vq, [lb] concrete 0 V p [lb] V58 21,123 0.700 14,786 41 . Input data and results must be checked for conformity with the existing conditions and for plausibility! PRORS Engineering ( c ) 2003-2022 Huh AG, FL-9494 Schaan Hilti Is a registered Trademark of Hilt] AG, Schaan B3F ILIIumr1J1 Hilt! PROMS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Concrete - Feb 21, 2022 Page: 8 Specifier: E-Mail: Date: 2/21/2022 1.4.3 Concrete edge failure in direction y- AVc Vth9 = () ec,V Wed,V Wc,V W h,V VparaUel,v Vb tt V Vua A 0 see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) A 00 =4.5c 1 1 Vec,v = (1+2) < 1.0 \ " 0.7+0.3(T ;2 ) <1.0 h,V >1.0 - V5 1.5 =9? ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2b) Variables Cal [in.] c82 [in.] ery [in.] 'V c,V he fin.] 18.000 18.000 1.882 1.200 12.000 S le [in.] a de [in.] i. [psi] W parstiei,v 6.000 1.000 0.750 3,000 1.000 Calculations A 0 [in.2] AvcO [in .2] 'V ec.v 'Ved,V 'Vh,V Vb [lb] 636.00 1,458.00 0.935 0.900 1.500 37,645 Results V q [lb] 4) concrete 4i V 1,0 [lb] V 8 [lb] 24,869 0.700 17,409 56 1.5 Combined tension and shear loads 0 Pv Utilization [iN,V [%] Status 0.985 0.005 1.000 83 OK DNV (ON +V)h1.2<— 1 . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (C ) 2003-2022 HiS AG, FL-9494 Schaan Huh is a registered Trademark of Hilti AG, Schaan B3G I DQ His{J] Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 9 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 2/21/2022 Fastening point: 1.6 Warnings The anchor design methods in PROFIS Engineering require rigid anchor plates as per current regulations (ETAG 001 /Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFlSAnchorDesignGuide/ Attention! In case of compressive anchor forces a buckling check as well as the proof of the local load transfer into and within the base material (incl. punching) has to be done separately. Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment." S . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 HiS AG, FL-9494 Schaan Hilti Is a registered Trademark of 111111 AG, Schaan B3H ID:==~Jl Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 10 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21 2022 Date: 2/21/2022 Fastening point: 1.7 Installation data Profile: Steel pipe, P1PE6STD; (Lx W x T) = 6.630 in. x 6.630 in. x 0.280 in. Hole diameter in the fixture: df = 0.812 in. Plate thickness (input): 1.000 in. Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 3/4 Hilti HAS Carbon steel threaded rod with Hilti HIT-NY 200 V3 Safe Set System Anchor type and diameter: HIT-HY 200 V3 + HAS-E 3/4 Item number: 385433 HAS 5.8 3/4'xl1" (element) / not available (adhesive) Maximum installation torque: 1,200 in.lb Hole diameter in the base material: 0.875 in. Hole depth in the base material: 9.000 in. Minimum thickness of the base material: 10.750 in. 1.7.1 Recommended accessories Drilling Cleaning Setting Suitable Rotary Hammer • Compressed air with required accessories • Dispenser including cassette and mixer Properly sized drill bit to blow from the bottom of the hole • Torque wrench Proper diameter wire brush S Coordinates Anchor [In.] Anchor x y C. C., cly C,5 1 4.000 -4.000 18.000 - 18.000 - 2 4.000 4.000 26.000 - 18.000 - 3 -4.000 4.000 18.000 - 26.000 - S 4 4.000 4.000 26.000 - 26.000 Input data a - nd results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 hllti AG, FL-9494 Schaan Hilti is registered Trademark of Hilti AG, 5chaan Hilt! PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 11 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 2121/2022 Fastening point: 2 Anchor plate design 2.1 Input data Anchor plate: Shape: Rectangular l x l, x t = 12.000 in x 12.000 in x 1.000 in Calculation: CBFEM Material: ASTM A36; Fy = 36,000 psi; £m = 5.00% Anchor type and size: HIT-NY 200 V3 + HAS-E 3/4, hef = 9.000 in Anchor stiffness: The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. Design method: AISC and LRFD-based design using component-based FEM Stand-off installation: eb = 0.000 in (No stand-off); t = 1.000 in Profile: Base material: Welds (profile to anchor plate): Mesh size: 2.2 Summary P1PE6S1D; (Lx W x Tx Fl) = 6.630 in x 6.630 in x 0.280 in x - Material: ASTM A500 Gr.B Rect; Fy = 46,000 psi; Elim = 5.00% Eccentricity x: 0.000 in Eccentricity y: 0.000 in Cracked concrete; 3000; fc,cyl = 3,000 psi; h = 12.000 in Type of redistribution: Plastic Material: E70xx Number of elements on edge: 8 Mm. size of element: 0.394 in Max. size of element 1.969 in Description Profile Anchor plate Concrete [%] CEd [psi] Epi (%] CEd [psi] &PI [%] Hole bearing [%] Combination 1 35,966 0.00 20,194 0.00 1 12 2.3 Anchor plate classification Results below are displayed for the decisive load combinations: Combination 1 Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method (CBFEM) anchor plate design Anchorl 11,3151b 11,9571b Anchor 2 Anchor 3 Anchor 4 -1 lb 11,964 lb -1 lb User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can be applied. 2.4 Profile/Stiffeners/Plate Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical cross sections which should be performed outside of PROFIS Engineering. 2.4.1 Equivalent stress and plastic strain . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hull AG, FL-9494 Schaan HIll is a registered Trademark of Huh AG, Sdman B3J Page: Specifier: E-Mail: Date: Ed [psi] Cp [%] 20,194 35,966 0.00 0.00 12 2/21/2022 Status OK OK Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: I Design: Concrete - Feb 21, 2022 Fastening point: Part Load Material f [psi] Slim [%] combination Plate Combination 1 ASTM A36 36,000 5.00 Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 Rect 2.4.1.1 Equivalent stress Results below are displayed for the decisive load combination: 1 - Combination 1 46,000 psi 0 psi Input data and results must be checked for conformity with the existing conditions and for plausibility! PR0F15 Engineering (c ) 2003-2022 Hilfi AG, FL-9494 Schaan Hilti is a registered Trademark of HIS AG, 5chaan B3K x V[lb] øR [lb] Anchor 1 41 78,300 Anchor 2 15 78,300 Anchor 3 42 78,300 Utilization [%] Status OK OK OK Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21, 2022 Date: Fastening point: 2.4.1.2 Plastic strain Results below are displayed for the decisive load combination: 1 - Combination 1 13 2/21/2022 5.00% 2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3 Decisive load combination: 1 - Combination 1 Equations 0.00% Rn = min(1 .2 ic t F 2.4 d t F) (AISC 360-16 J3-6a, c) Rn = 0.75 R V 1TR Variables l [in] t [in] Anchor 1 1.594 1.000 Anchor2 7.188 1.000 Anchor 3 1.594 1.000 Anchor4 7.188 1.000 Results F [psi] 58,000 58,000 58,000 58,000 d [in] 0.750 0.750 0.750 0.750 R [lb] 104,400 104,400 104,400 104.400 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan B3L Hilti PROFIS Engineering 3.015 www.hilti.com Company: Address: Phone I Fax: I Design: Concrete - Feb 21 2022 Fastening point: V[lb] Anchor 4 15 Page: Specifier: E-Mail: Date: [lb] Utilization [%] 78,300 OK 14 2/21/2022 2.5 Concrete Decisive load combination: 1 - Combination 1 2.5.1 Compression in concrete under the anchor plate 927 psi Opsi 2.5.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8 Equations F = (D fp,niax A2 A2 fp,rnax = 0.85 f' J( ) ~ At 1.7 f; ( ) 5 2 Ai N Al Utilization = CT F Variables N [lb] fc• [psi] 0 Al [in2] 25,136 3,000 0.65 64.33 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hitti AG, Schaan A2 [in'] 1,485.91 B3M lc:cII umrU Hilti PROFIS Engineering 3.0.75 . www.hilti.com Company: Page: 15 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21, 2022 Date: 2/21/2022 Fastening point: Results Load combination F [psi] a [psi] Utilization [%] Status Combination 1 3,315 391 12 OK 2.6 Symbol explanation At Loaded area of concrete A2 Supporting area d Nominal diameter of the bolt Itm Limit plastic strain FpI Plastic strain from CBFEM results fc Concrete compressive strength Concrete compressive strength Fu Specified minimum tensile strength of the connected material Fp Concrete block design bearing strength fp,max Concrete block design bearing strength maximum fy Yield strength ic Clear distance, in the direction of the force, between the edge of the hole and the edge of the adjacent hole or edge of the material N Resulting compression force CY Average stress in concrete cYEd Equivalent stress S Resistance factor (DR Factored resistance Thickness of the anchor plate V Resultant of shear forces Vy, Vz in bolt. 2.7 Warnings By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and adequacy for your specific jurisdiction and project requirements. The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2022 Hilti AG, FL-9494 Schaan HIM is a registered Trademark of HiS AG, Schaan B3N llgiu:LnHJl Hilt! PROFIS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Concrete - Feb 21, 2022 Page: 16 Specifier: E-Mail: Date: 2/21/2022 3 Summary of results Design of the anchor plate, anchors, welds and other elements are based on CBFEM (component based finite element method) and AISC. Load combination Max. utilization Status Anchors Combination 1 99% OK Anchor plate Combination 1 57% OK Concrete Combination 1 12% OK Profile Combination 1 79% OK Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c )2003-2022 Hiltt AG, FL-9494 Schaan Hilti is a registered Trademark of HiW AG, Schaan FAAMEIRVERTMOR Fabric Registration LICENSE NUMBER: F-094501 Product Marketed by: ALNET PTY (LTD) MOORSOM AVENUE, EPPING, INDUSTRY II Issue Date: 06/03/2021 CAPE TOWN, S. AFRICA Expiration Date: 06/30/2022 Co MMg — UM= Ty" tic.,,.. Nurther Ficat Nente Lad Na,,,. Contpeny Name Pvoduct Name AMman Addrme Eapifaden 0*,. Flame Retardant F-094501 Patrick Law ALNET PT?(LTD) EXIltA BLOCK 255PR6MER1A BLVD MOORSOM AVENUE WJO!2022 Program and Fabrics. SItYDECLOTh STE 160. LAKE MARY. EPPING, INDUSTRY IL Fabric Rst,o4 A. 32746 CAPE TOWN. S. New Appbcaon MICA This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. iç Issued By Vikkie Raby Reviewed and Approved By Patricia Setter Fire Engineering License Manager Deputy State Fire Marshal III Fire Engineering Division Fire Engineering Division OFFICE OF THE STATE FIRE MARSHAL Please visit calfire.govmotus.org for more information on Licensing and Permitting with CAL FIRE Dl [I: Lgiv (411, /' hi& r! s413h1 it- EXP. 6/30/2023 i) u-/ 1' 41 1-e-Lu 4 OF cA\- - 249 /? e6C fOrO c4.U& - fO' #'O CIl'44f-p J'etk,. - .Saplc Desi#/ "Structure attaching to existing concrete slab to be Field Verified by others for applied loading and integrity** /0 X(O "?fei VC #' 144 ___ • ItPp .Fi4%4(.. r rsr.A6rn, i efrrn-1' g,%J -r *Jr 13 1;;vej 't-1 - Alm 3 Sipes •Ft.ftp I! 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A4 40,6 r '- 1154.. flietm wtlh .- '••d( £.k!iiI ,W e,E.1, Ii sn '//,$. r .1.1 = & '4!f14) j '$4o). 71 S I/W Y('f;flei— Ai LRI, 1 ,fro-"r'-1 ,4,et - 'Pp%cS' /_/ ;t Vtt001: c7-f1- flth ,),r141L /44 ( rc-4 40 tljo t4 1c! k'dcL e rr)ee -j 4e(cL %,,' '+4 44-117ze,p lye. /-zj-,1) i%vp L6114J& 211 7/ fl 7 ' 1/ (4MJ I 4f.v AI 6PAt" ,00 /3 IAJ 4-0 -V$E L4-jfM,Z0'"3 (ft) 4, c4-tA - p z- f4e ç. 2-vt i%i'S 4 DL+WL Load P&(3) Factor 'I) 1ç57(r'- Fr Vt4--" p. ;, A — )tc 1 Z-,c / p/41 LA? eJI 4,1~,Vr. aok" ',' " 1-0 ILl Turt Q-t-tA q1a,i 5pee/A-? r1dPJ 'SThvt. (.4ps (AIE-4J ,13otP. 07 tIo /' f, aie1d ameI S t A-u taw it/ /4S5,i 77Ifrf 1t ft H:,*CL; fcxi 0 ~-x S S Envelope Only Solution 01CCI SK-1 WCE b-X S S Envelope Only Solution ca SK-2 WCE fl Designer : WCE Company : CCI Job Number : Checked By: AMCMKCOMP Model Name (Global) Model Settings Display Sections for Member Calcs 10 Max Internal Sections for Member Calm 100 Include Shear Deformation? No Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in '2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration (ftlsecA2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16): ASD Adjust Stiffness? Yes(Tau1.0) RlSAConnection Code AISC 15th(360-16): ASD Cold Formed Steel Code AISI S100-16: ASD Wood Code AWC NDS-15: ASD Wood Temperature <100F Concrete Code ACI 318-14 Masonry Code TMS 402-16: ASD Aluminum Code AA ADM 1-15: ASD - Building Stainless Steel Code AlSC 14th(360-10): ASD Adjust Stiffness? Yes(Tau=1 .0) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min i Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Mm % Steel for Column I Max % Steel for Column 8 RISA-3D Version 17.0.4 Page 1 Designer : WCE a ROSA Company : CCI Job Number : Checked By: Model Name S (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .035 CtZ .035 I X (sec) Not Entered T Z (sec) Not Entered R 8.5 R 8.5 Ct Exp. X .75 Ct Exp. Z .75 SD1 I_________________________ SIDS 1 st 1 IL (sec) Not Entered Risk Cat I or II Drift Cat Other OM 1 OmX 1 dZ 4 CdX 4 Rho 1 Rho I • - Hot Rolled Steel Properties Label E lksil G Fksil Nu Therm (/lEflensitvlk/fL YiId1kgi1 Rv Fii1ki1 Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 j 2 A572Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 A500Gr.46 29000 11154 .3 .65 .49 46 1.2 58 1.1 - General Material Properties Label E lksil Nu Thrm (/1 F F'i fl nqthjFk/ffA _j pen Conc3NW 3155 1372 .15 .6 .145 genConc4NW 3644 1584 .15 .6 .145 3 pen_ Conc3LW 2085 906 .15 .6 .11 4 gen_Conc4LW 2408 1047 .15 .6 .11 5 pen Alum 10600 4077 .3 1.29 .173 6 gen_Steel 1 29000 1 11154 .3 1 .65 1 .49 7 RIGID 1 1e+6 1 .3 1 0 1 0 - Joint Coordinates and Temperatures Label X ifti V mi 7 Iffi Thmn Ffl fltrh Frrm flin Ni .75 -2.4 0 N2 .75 7.1 0 0 3 N3 9.25 8 0 0 N4 17.75 7 0 0 N5 9.25 11.93 0 0 6 N6 9.25 1 10 0 0 N7 9.25 1 7 -8.5 0 8 N8 9.25 7 8.5 0 9 N9 9.25 7.415794 4.965753 0 RISA-3D Version 17.0.4 Page 2 S Company : CCI III Designer : WCE Job Number : Checked By: AIMETSC#ktAPAN' Model Name S Joint Coordinates and Temperatures (Continued) Joint Boundary Conditions Joint Label X [k/in] Y 1k/mi Z [k/in] X Rot.lk-ftlradi V Rot.(k-ft/rad] Z Rot.[k-ft/radi 1-1 I Ni I Reaction I Reaction I Reaction I Reaction I Reaction I Reaction Member Primary Data I hiI I mint I mint V Ii,in+ 0nfit1 I 1.+ RA..4........I . D I Mi Ni N2 PIPE 5.0 Column Pe A36 Gr.36 Typical 2 M2 N3 N5 PI-50_8 Column Pipe A36 Gr.36 Typical M3 N2 N7 1.5-rod HBrace None A36 Gr.36 Typical _4_ M4 N7 N4 1.5-rod HBrace None A36 Gr.36 Typical M5 N4 N8 1.5-rod HBrace None A36 Gr.36 Typical M6 NB N2 1.5-rod HBrace None A36 Gr.36 Typical 7 M7 N2 N3 PIPE 5.0 Beam Pipe A36 Gr.36 Typical _ M8 N3 NIO PI-250_llcusLH... Beam Pipe A36 Gr.36 Typical 9 M9 N3 Nil Pl-250_llcust_H... Beam Pipe A36 Gr.36 Typical jQ M10 N3 N9 PI-250_11cusLH... Beam Pipe A36 Gr.36 Typical Ii Mil N9 N8 PI-250_llcusLH... Beam Pipe A36 Gr.36 Typical 12 M12 Ni0 N7 P1-250 llcusL H... Beam Pipe A36 Gr.36 Typical 13 M13 Nil N4 Pl-250_llcusLH... Beam Pipe A36 Gr.36 cal 14 M14 N6 NIO PI-15 14 VBrace Pipe A36 Gr.36 cal 15 M15 N6 Nil P1-15 14 VBrace Pipe A36 Gr.36 ITical 16 M16 N6 N9 P1-15 14 VBrace Pipe A36 Gr.36 cal Member Advanced Data I I O.-j....,..#. I fl..I.......... I ria.....*r:.., I r%tt....,r:...1 ri,' r..I.. nL....:..._i n_a n-s a__..._ •___s.-_ 1 Mi Yes ** NA ** None 2 M2 Yes ** NA ** None 3 M3 BenPIN BenPIN Yes ** NA ** Exclude None 4 M4 BenPIN BenPIN Yes ** NA ** Exclude None M5 BenPIN BenPIN Yes ** NA ** Exclude None 6 M6 BenPIN BenPIN Yes ** NA ** Exclude None 7 M7 Yes None 8 MB Yes None 9 M9 Yes None 10 MIO Yes None 11 Mu Yes None 12 M12 Yes None 13 M13 Yes None 14 M14 BenPIN BenPIN Yes ** NA ** None 15 M15 BenPIN BenPIN Yes ** NA ** None 16 M16 BenPIN BenPIN Yes ** NA ** None Hot Rolled Steel Design Parameters I iihiiJ Qh.,.s I n,.41,It1 I k ,,.,ri I I-.fIi I 4.....fI.1l i.....r$.ii 5....... Il.... ..'..... i Mi PIPE 5.0 9.5 Lbw Lateral 2 M2 I PI-50_8 3.93 Lbyy Lateral 3 M3 1.5-rod 12.021 Lbvv Lateral 4 M4 1.5-rod 12.021 Lbyv Lateral RISA-31D Version 17.0.4 Page 3 S S S Designer : WCE Mono Company : CCI Job Number : Checked By: Model Name Hot Rolled Steel Design Parameters (Continued) I kI I ..n,.+kIiI I k,rft1 I I i....r#iI I+rc.1I ...... ii.... v... r'i. 5 M5 1.5-rod 12.021 Lbyy Lateral 6 M6 1.5-rod 12.021 Lbyy -Lateral _L_ M7 PIPE 5.0 8.548 Lbvy Lateral _ M8 PI-250_llc ... 5 Lbyy Lateral 9 M9 PI-250_lic ... 5 Lbvv Lateral - 10 M10 PI-250_1ic.. 5 Lbyy -Lateral .ii M11 P1-250_1 ic.. 3.559 Lbw Lateral - 12 M12 Pl-25011c.4 3.559 Lbyy -Lateral 13 M13 PI-250 11c... 3.559 Lbvy Lateral - _14_. M14 P1-1514 5.598 Lbyy -Lateral 15 M15 P1-15 14 5.598 Lbw Lateral - 16 M16 P1-1514 5.598 Lbw ateral - Joint Loads and Enforced Displacements (BLC 3: wind x) I r PA .+...... .A...riL, I, I .-AX IL..*...A'IU N7 L X .123 _2_ N8 L X .123 N5 L X .492 4 N2 L Y -.668 5 N4 L Y .668 Joint Loads and Enforced Displacements (BLC 4: wind z) mini I ht I fl fA RAnn.,.ê ,.Ir,i, L, 41 1;., ..n.4 iI..*.iV,ia _j N2 L Z .123 _i_ N4 L Z .123 __ N5 L Z .492 4 N7 L Y -.668 N8 L Y .668 Member Point Loads Member Label Direction Magnitude[k.k-ft] Location[ft,%] I No Data to Print ... Member Distributed Loads (BLC 5: BLC I Transient Area Loads) I O1..4 AA........4..A...rbic. IA.... ....i..ri.,t. ff 0.-.. I 0/1 0/1 1 M7 Y -2.224e-5 -.0002612 0 1.539 M7 Y -.0002612 -.0004264 1.539 3.077 3 M7 V -.0004264 -.0005436 3.077 4.616 4 M7 V -.0005436 -.0003911 4.616 6.154 5 M7 Y -.0003911 -2.224e-5 6.154 7.693 6 1 M8 Y -4.926e-5 -.0001378 0 1 M8 V -.0001378 -9.055e-5 1 2 8 M8 V -9.055e-5 -.0001374 2 3 9 M8 V -.0001374 -.0003303 3 4 10 M8 V -.0003303 -.0004392 4 5 11 M12 V -.0002319 -.000186 0 .89 12 M12 V -.000186 -.0001182 .89 1.779 13 M12 V -.0001182 -5.385e-5 1.779 2.669 14 M12 V -5.385e-5 -1.466e-5 2.669 3.559 15 M8 V 1.128e-5 -.0001669 2.5 3.75 M8 V -.0001669 -.0003902 3.75 5 17 M9 V 2.255e-5 -.0003338 2.5 3.75 RlSA-3D Version 17.0.4 Page 4 Designer : WCE M0110SA Company : CCI Job Number : Checked By: Model Name . Member Distributed Loads (BLC 5: BLC I Transient Area Loads) (Continued) Mmhr I qhpl r)ir-.tinn qtqrt Mnnitiu1p1k/ft Pnd Mnnitiirp1kiff P Rtnrt I rti,n1ff O,j Fnrl I rittkn1ft OJ 18 M9 Y -.0003338 -.0007802 3.75 5 19 M12 Y -.0001438 -.000172 0 1.186 20 M12 Y -.000172 -.0001094 1.186 2.372 21 M12 Y -.0001094 -6.689e-6 2.372 3.559 22 M13 Y -.0002875 -.000344 0 1.186 23 M13 Y -.000344 -.0002188 1.186 2.372 24 M13 Y -.0002188 -1.338e-5 2.372 3.559 25 M8 V -3.954e-5 -.0001416 .5 2 26 M8 V -.0001416 -.0001302 2 3.5 27 M8 V -.0001302 -1.697e-5 3.5 5 28 M9 Y -7.908e-5 -.0002831 .5 2 29 M9 V -.0002831 -.0002603 2 3.5 30 M9 V -.0002603 -3.393e-5 3.5 5 31 MIO V -3.954e-5 -.0001416 .5 2 32 M10 V -.0001416 -.0001302 2 3.5 33 WO V -.0001302 -1.697e-5 3.5 5 34 M10 V 1.127e-5 -.0001669 2.5 3.75 35 MIO V -.0001669 -.0003901 3.75 5 36 M11 V -.0001437 -.000172 0 1.186 37 Mu V -.000172 -.0001094 1.186 2.372 38 Mu 1 V -.0001094 -6.695e-6 2.372 3.559 39 MIO V -4.923e-5 -.0001379 0 1 40 M10 V -.0001379 -9.064e-5 1 2 41 MIO V -9.064e-5 -.0001373 2 3 42 M10 V -.0001373 -.0003299 3 4 43 M10 V -.0003299 -.0004386 4 5 44 Mil V -.0002319 -.000186 0 .89 45 Mil V -.000186 -.0001183 .89 1 1.779 46 Mil V -.0001183 -5.385e-5 1.779 2.669 47 Mil V -5.385e-5 -1.467e-5 2.669 3.559 - Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) Mmhr I nhal Iir,-hnn fr+ FtAnn.I,drk/ff P.A RA ,nh,,1rkIf+ 42t.4 I i...rc+ 0L1 I ,,...+.....rc+ OL 1 M7 V -.002 -.018 0 1.539 M7 V -.018 -.03 1.539 3.077 3 M7 V -.03 -.038 3.077 4.616 M7 V -.038 -.027 4.616 6.154 5 M7 V -.027 -.002 6.154 7.693 M8 V -.003 -.01 0 1 7 M8 V -.01 -.006 1 2 8 M8 V -.006 -.01 2 3 M8 V -.01 -.023 3 4 10 M8 V -.023 -.03 4 5 11 M12 V -.016 -.013 0 .89 12 M12 V -.013 -.008 .89 1.779 13 M12 Y -.008 -.004 1.779 2.669 14 M12 V 1 -.004 -.001 2.669 3.559 15 M8 V .000783 -.012 2.5 3.75 16 M8 V -.012 -.027 3.75 5 17 M9 V .002 -.023 2.5 3.75 18 M9 V -.023 -.054 3.75 5 19 M12 V -.01 -.012 0 1.186 20 M12 V -.012 -.008 1.186 2.372 21 M12 V -.008 -.0004645 2.372 3.559 22 M13 V -.02 -.024 0 1.186 23 M13 V -.024 -.015 1 1.186 1 2.372 RISA-3D Version 17.0.4 Page 5 S S Designer : WCE U Company : CCI Job Number : Checked By: AHEMETHEKCOMPAN Model Name S Member Distributed Loads (BLC 6: BLC 2 Transient Area Loads) (Continued) I Q..+ rA ..l,..rl,Ice t oil ...i • .....rg. O/l 24 M13 Y - -.015 -.0009294 2.372 3.559 25 M8 Y -.003 -.01 .5 2 26 M8 Y -.01 -.009 2 3.5 .27 M8 Y -.009 -.001 3.5 5 28 M9 Y -.005 -.02 .5 2 29 M9 Y -.02 -.018 2 3.5 30 M9 V -.018 -.002 3.5 5 31 MIO V -.003 -.01 .5 2 32 WO V -.01 -.009 2 3.5 33 MIO V -.009 -.001 3.5 5 34 M10 V .0007828 -.012 2.5 3.75 35 MIO V -.012 -.027 3.75 5 36 Mu 1 V -.01 -.012 0 1.186 37 Mill Y -.012 -.008 1.186 2.372 38 Mu 1 V -.008 -.0004649 2.372 3.559 39 M10 V -.003 -.01 0 1 40 M10 V -.01 -.006 1 2 41 MIO V -.006 -.01 2 3 42 M10 V -.01 -.023 3 4 43 M10 V -.023 -.03 4 5 44 Mil V -.016 -.013 0 .89 45 Mil V -.013 -.008 .89 1.779 46 Mil V -.008 -.004 1.779 2.669 47 Mill V -.004 -.001 2.669 3.559 - Member Area Loads (BLC I :dead) mint A mint Q I,..;.... t_ I..., fl n:.......,:...... n:..,..:L..s:.... .. --- s. ..j...r.._n N2 N7 N10 N3 Y TWO Way 7.2e5 N7 N4 N11 N10 V Two Way -7.2e-5 3 N3 N10 Nil Y Two Way -7.2e-5 _4_ N3 Nil N9 V Two Way -7.2e-5 5 Nil N4 N8 N9 V Two Way -7.2e-5 6 N2 N3 N9 N8 V Two Way -7.2e-5 - Member Area Loads (BLC 2: live) A I#J..+ 0 I N2 N7 N10 N3 V Two Way -.005 2 N7 N4 Nil N10 V Two Way -.005 3 N3 N10 NIl V Two Way -.005 4 N3 NIl N9 V Two Way -.005 5 N11 N4 N8 N9 V Two Way -.005 -61 N2 N3 N9 N8 Y Two Way -.005 Basic Load Cases RI C flacr,4ntinn V r......:*. V i dead DL --.--.., --.... .-...' 2 IN RLL --.- ..-..-J 6 wind WLX 5 ..-.. 4 wind WLZ 5 5 BLC 1 Transient A.. None 47 6 BLC 2 Transient A..j None 47 RISA-3D Version 17.0.4 Page 6 S UODRUSIA Designer : WCE Company : CCI Job Number Checked By: AUEME1SCHEKCOMPP Model Name S Load Combinations flr'rinf,nn Q^I Pfl QQ P1 ( v't P1 I' ,.t Pt ('M Pt (''f 911 ('-f Pt ('.-+ 921 C Pt (',4 Pt C ,.+ Dl C -- Envelope Joint Reactions v ni I C V (IA I F' 7 (IA I F' liv Fl.. tfl I F AAV rL Lfl I I' •n7 n.. a, 1 Ni max 0 12 1.418 3 0 11 4.312 6 2.025 6 11.125 3 2 min -203 5 .412 ii -.203 6 0 ii 0 ii -1.623 11 3 Totals: max 0 12 1.418 3 0 ii 4 min -.203 5 .412 ii -.203 6 Envelope Joint Displacements - Irsint V r.,i I C V flni I r' 7 r;,i i P v i C V DS+•.•S i t' 7 D...+...+,..., r I C Ni max 0 121 0 12 1 0 12 0 12 0 12 0 12 _2 mmin 0 1 0 J_ 0 j_ 0 .j_ 0 ..j 0 J_ N2 max 2.578 3 0 12 0 11 0 11 0 Ii 1.06e-2 11 mm -.53 11 -.002 3 -1.157 6 -2.155e-2 6 -8.686e-3 6 -4.491e-2 3 5 N3 max 3.203 3 1.603 11 0 11 0 11 0 it 1.946e-2 fl 6 mm -.701 Ii -5.89 3 -.414 12 -4.489e-2 12 -1.314e-2 6 -6.415e-2 3 7 N4 max 2.459 3 4.396 11 1.861 6 0 11 0 11 3.961 e-2 11 mm -.374 11 -12.259 3 0 ...._ -5.359e-2 12 -1.714e-2 6 -5.893e-2 3 _9_ N5 max 6.234 3 1.603 11 0 ii -1.066e-8 11 0 11 2.029e-2 11 10 mm -1.658 11 -5.89 3 -2.741 12 -5.007e-2 12 -1.315e-2 6 -6.43e-2 3 11 N6 max 4.745 3 1.603 11 0 11 -1.066e-8 11 0 ji 2.05e-2 11 12 mm -1.186 11 -5.89 3 -1.58 12 -5.028e-2 12 -1.315e-2 6 -6.43e-2 13 N7 max 3.372 8 1.086 ii .402 8 3.717e-3 3_ -2.004e-4 2 2.067e-2 11 14 min -.446 11 -9.59 8 -.022 3 -8.173e-2 12 -1.485e-2 6 -6.175e-2 3 15 N8 max 2.485 3 4.754 12 .442 8 1.312e-2 11 4.643e-4 ii 2.067e-2 11 16 mm -.77 12 -5.75 3 -.068 11 8.353e-2 ia -1.449e-2 6 -6.174e-2 . 17 N9 max 2.777 3 1.569 11 .14 8 6.493e-3 11 4.634e-4 3 2.017e-2 ii 18 min, -.563 11 -5.886 3 -.06 12 -6.603e-2 12 -1.473e-2 6 -6.277e-2 3 .1 N10 max 3.127 8 1.569 11 .133 8 1.964e-3 3 -1.713e-4 11 2.017e-2 Ill 20 mm, -.563 11 -7.283 . -.064 12 -6.504e-2 12 -1.512e-2 6 -6.277e-2 3 21 Nil max 2.756 3 2.836 i ll .885 6 0 11 0 .íi 2.953e-2 11 .22 min -.556 11 -9.713 1 3 0 3 -5.017e-2 12 -1.651e-2 6 -6.186e-2 I 3 Envelope Member Section Forces Mmhr AviIfk1 I C ,har1k1 I C' Qhr1I,1 I C' T,.r,., I C s,., RA,...., I C RA-..,. I ' 1 Ml 1 max 1.418 3 .201 5 0 3 2.025 6 0 11 11.125 3 2 mm .412 11 .003 12 -.196 12 0 11 -4.312 6 -1.623 11 3 2 max 1.403 3 .201 5 0 E&I 2.025 6 0 11 11.073 3 4 mm .403 11 .003 12 -.196 0 11 -4.515 6 -1.834 11 RISA-3D Version 17.0.4 Page 7 S Designer : WCE Company : CCI Job Number : Checked By: AUMTScCO4PM Model Name S Envelope Member Section Forces (Continued) Member Sec AxiI1k1 [C v ShrFk1 IC 7 ShrFk1 I C Thrnrjplk- I C v-u Mnm I C 7-7 MnMP I C 5 3 max 1.389 3 1 .201 5 0 3 2.025 6 0 11 11.021 3 6 mm .394 11 .003 12 -.196 12 0 11 -4.718 6 -2.045 11 7 4 max 1.375 3 .201 5 0 3 2.025 6 0 11 10.969 3 8 min .386 11 .003 12 -.196 12 0 11 -4.921 6 -2.256 11 9 5 max 1.36 3 .201 5 0 3 2.025 6 0 11 10.918 3 10 min 1 .377 II .003 12 -.196 12 0 11 -5.125 6 -2.466 II 11 6 max 1.346 3 .201 5 0 3 2.025 6 0 11 10.866 3 12 mm .368 11 .003 12 -.196 12 0 11 -5.328 6 -2.677 11 13 7 max 1.331 3 .201 5 0 3 2.025 6 0 11 10.814 3 14 min .36 11 .003 12 -.196 12 0 11 -5.532 12 -2.888 11 15 8 max 1.317 3 .201 5 0 3 2.025 6 0 11 10.763 3 16 min, .351 11 .003 12 -.196 12 0 11 -5.74 12 -3.099 1 11 17 9 max 1.303 3 .201 5 0 3 2.025 6 0 11 10.711 3 18 mm .342 11 .003 12 -.196 12 0 11 -5.947 12 -3.31 11 19 10 max 1.288 3 1 .201 5 0 3 2.025 6 0 11 10.659 3 20 min .334 11 .003 12 -.196 12 0 11 -6.154 12 -3.521 11 21 M2 1 max .388 7 .125 8 3.437 12 .007 12 0 11 .247 8 22 min, .044 1 -.89 5 0 11 0 1 -6.612 12 -1.519 5 23 2 max .384 7 .125 1 8 3.437 12 .007 12 0 11 .193 1 8 24 mm .04 1 -.89 5 0 11 0 1 -5.111 12 -1.13 5 25 3 max .38 7 .125 8 3.437 12 .007 12 0 11 .138 8 26 - min .036 _1_ -.89 5 0 11 0 1 -3.61 12 -.742 5 27 4 max .377 7 .125 8 3.437 12 .007 1 12 0 11 .083 8 28 min, .032 1 -.89 5 0 11 0 1 -2.109 12 -.353 5 29 5 Imax .373 7 .125 8 3.437 12 .007 12 0 11 .042 1 7 30 mm .029 1 -.89 5 0 11 0 1 -.608 12 -.005 1 31 6 max .015 10 .135 5 0 11 0 12 .235 12 .235 5 32 _ mm .009 11 0 12 -.134 12 0 1 0 3 0 12 j_ max .011 10 .135 5 0 11 0 12 .176 12 .176 5 34 mm .007 11 0 12 -.134 12 0 1 0 3 0 12 35 8 max .007 10 .135 5 0 11 0 12 .117 12 .117 5 36 min .004 11 0 12 -.134 12 0 1 0 3 0 12 37 9 max .004 10 .135 5 1 0 11 0 12 1 .059 12 .059 5 38 min .002 11 0 12 -.134 12 1 0 1 0 1 0 12 39 10 max 0 12 .135 5 0 11 0 12 0 12 0 12 40 Imin, 0 1 1 0 12 -.13412 0 1 0 1 0 1 1 41 M7 1 max .909 11 1.36 3 0 11 6.137 6 1.389 6 10.594 3 42 min -1.059 3 -.224 11 -.201 6 0 11 0 7 -3.446 11 43 2 max .908 11 1.34 3 1 0 11 6.137 6 1 1.199 6 9.311 3 44 mm -1.061 3 -.232 11 -.201 6 0 11 0 7 -3.23 11 45 3 max .907 11 1.311 3 0 11 1 6.137 6 1.008 6 8.051 3 46 min, -1.064 3 -.24 11 -.201 6 0 11 0 7 -3.006 11 47 4 max .906 11 1.275 3 0 11 6.137 6 .818 6 6.822 3 48 min -1.068 3 -.248 11 -.201 6 0 11 0 1 7 -2.774 11 49 5 max .905 11 1.233 3 0 11 6.137 1 6 .627 1 6 5.631 3 50 mm -1.072 3 -.256 11 -.201 6 0 11 0 3 -2.535 11 51 6 max .904 11 1.185 3 0 11 6.137 6 .454 8 4.482 3 52 min, -1.077 3 -.264 11 -.201 6 0 11 0 3 -2.288 11 53 7 max .904 11 1.14 3 0 11 6.137 6 .289 8 3.378 3 54 min -1.082 3 -.272 11 -.201 6 0 11 0 3 -2.034 11 55 8 max .903 11 1.103 3 1 0 11 6.137 6 .124 8 2.314 3 56 mm -1.086 3 -.28 11 -.201 6 0 11 0 3 -1.772 11 57 9 max .902 11 1.079 3 0 11 6.137 6 0 11 1.279 3 58 mm -1.089 3 -.288 11 -.201 6 1 0 11 -.166 12 -1.502 11 59 10 max .901 1 11 1.066 3 0 11 6.137 6 0 11 .318 8 60 !min! -1.09 1 3 -.295 11 -.201 6 0 11 -.345 12 -1.258 5 61 M8 I I ImaxI 1.891 1 11 .09 6 3 .006 1 11 .03 7 1 .12 1 8 .127 3 RISA-3D Version 17.0.4 Page 8 S hPuSA Designer : WCE Company : CCI Job Number : Checked By: f.KaMPAW Model Name . Envelope Member Section Forces (Continued) Member Sec AxialFkl LC v Shear[k] LC z Shearfkl LC Tornuelk-. LC v-v Mome. LC z-z Mome LC 62 mm -1.113 3 -.291 12 -.035 8 -.03 12 -.008 11 -.279 12 63 2 max 1.891 11 .092 3 .006 11 .03 7 .101 8 .074 3 64 mm -1.113 3 -.292 12 -.035 8 -.03 12 -.005 11 -.134 11 65 3 max 1.891 11 .083 3 .006 11 .03 7 .082 8 .058 8 66 mm -1.112 3 -.293 12 -.035 8 -.03 12 -.002 11 -.055 11 67 4 max 1.891 11 .072 3 .006 11 .03 7 .064 6 .208 12 68 I min, 1.11 3 -.294 12 -.035 8 -.03 12 .001 11 -.017 3 69 5 max 1.891 11 .061 3 .006 11 .03 7 .049 6 .372 12 70 mm -1.109 3 -.296 12 -.035 8 -.03 12 .004 11 -.054 3 71 6 max 1.892 11 .049 3 .006 11 .03 7 .038 12 .537 12 72 mm -1.108 3 -.297 12 -.035 8 -.03 12 .005 1 -.085 3 73 7 max 1.892 11 .034 3 .006 11 .03 7 .027 12 .702 12 74 mm -1.106 3 -.298 12 -.035 8 -.03 1 12 .005 8 -.108 3 75 8 max 1.892 11 .011 3 .006 11 .03 7 .016 12 .868 12 76 mm -1.103 3 -.299 12 -.035 8 -.03 12 -.015 8 -.121 3 77 9 max 1.892 11 0 2 .006 11 .03 7 .017 11 1.035 12 78 mm -1.1 3 -.301 12 -.035 8 -.03 12 -.034 8 -.12 3 79 10 max 1.892 11 -.003 2 .006 11 .03 7 .02 11 1.202 12 80 mm -1.096 3 1 -.302 12 -.035 8 -.03 12 -.053 8 -.102 3 81 M9 I max .009 11 .23 7 0 11 .105 12 .131 12 .32 7 82 mm -1.191 3 .015 12 -.015 6 0 3 0 1 .021 12 83 2 max .01 11 .228 7 0 11 .105 12 .123 12 .193 7 84 mm -1.191 3 .013 12 -.015 6 0 3 0 1 .013 1 85 3 max .01 11 .222 7 0 11 .105 12 .115 1 12 .068 7 86 mm -1.19 3 .012 12 -.015 6 1 0 3 0 1 .002 1 87 4 max .01 11 .214 7 1 0 11 .105 12 .106 12 0 12 88 mm -1.189 3 .011 12 -.015 6 0 3 0 1 -.061 5 89 5 max .01 11 .211 5 0 11 .105 12 .098 12 -.006 12 90 mm -1.187 3 .01 12 -.015 6 0 3 0 1 -.179 5 91 6 max .01 11 .209 5 0 11 .105 12 .09 1 12 -.011 1 12 92 mm -1.186 3 .009 12 -.015 6 1 0 3 0 1 -.296 5 93 7 max .01 11 .207 5 0 11 .105 12 .081 12 -.016 12 - mm -1.184 3 .007 12 -.015 6 0 3 0 7 -.411 5 95 8 max .01 11 .205 5 0 11 .105 12 .073 12 -.019 12 96 mm -1.181 3 .006 12 -.015 6 0 3 0 7 -.525 5 97 9 max .011 11 .202 5 0 11 .105 12 .065 12 -.022 12 98 mm -1.178 3 -.005 3 -.015 6 0 3 0 7 -.638 5 99 10 max .011 11 .201 11 0 11 .105 12 .056 12 -.024 12 100 mm -1.174 3 -.037 3 -.015 6 0 3 0 7 -.75 5 101 M10 I max 1.891 11 .321 12 .009 7 -.011 2 .087 6 .315 12 102 mm -2.686 6 -.14 11 -.026 8 -.052 8 1 -.035 7 -.212 1 11 103 2 Imax, 1.891 11 1 .32 12 1 .009 7 -.011 2 .074 6 .144 8 104 mm -2.686 6 -.141 11 -.026 8 -.052 8 -.03 7 -.134 11 105 3 max 1.891 11 .319 12 .009 7 -.011 2 .062 6 .026 3 106 mm -2.686 6 -.142 11 -.026 8 -.052 8 -.026 7 -.055 11 107 4 max 1.891 11 .318 12 .009 7 -.011 2 .05 12 .024 11 108 mm -2.685 6 -.144 11 -.026 8 -.052 8 1 -.021 7 -.219 6 109 5 max 1.891 11 1 .316 12 1 .009 7 1 -.011 2 .041 12 .105 11 110 mm -2.685 6 -.145 _11 -.026 8 -.052 8 -.016 7 -.394 ..12 111 6max 1.892 11 .315 _1 .009 7 -.011 2 .031 12 .185 j 112 mm -2.685 6 -.146 11 -.026 8 -.052 8 -.013 3 -.569 12 11. j.. max 1.892 .fl... .314 _1 . .009 ..L.. -.011 ...2.. .022 12 .267 1 Ji. 114 - min -2.685 6 -.147 ii -.026 8 -.052 . -.013 1 8 -.744 ..12.. 115 8 max 1.892 11 .313 _12 .009 7 -.011 2 .013 12 .349 11 116 rnio 1 -2.684 6 -.149 _li -.026 8 -.052 8 -.028 8 -.918 12 117 9 max 1.892 11 .311 12 .009 7 -.011 2 .004 12 .432 ji 118 minl 2.684 1 6 1 -.15 11 -.026 8 -.052 8 -.042 8 -1.092 12 RISA-3D Version 17.0.4 Page 9 S Designer : WCE hllosh% Company : CCI Job Number : Checked By: AEME1scKccMPNy Model Name S Envelope Member Section Forces (Continued) Member Sec AxialFkl [C v Shear[k] [C z SherFk1 [C lnrnijelk- I C v-v Mnmp I C 7-7 Mnmp I C 119 10 max 1.892 11 .31 12 .009 7 -.011 2 .008 7 .515 11 120 mm -2.684 6 -.152 5 -.026 8 -.052 8 -.057 8 -1.264 12 121 Mil 1 max 1.081 11 .174 11 .014 8 -.012 2 .009 7 .515 11 122 mm -1.231 3 -.395 12 -.004 7 -.058 8 -.055 8 -1.264 12 123 2 max 1.081 11 .173 11 .014 8 -.012 2 .007 7 .447 11 124 mm -1.229 3 -.396 12 -.004 7 -.058 8 -.049 8 1 -1.108 12 125 3 max 1.081 11 .172 11 .014 8 -.012 2 .006 7 .379 11 126 mm -1.228 3 -.396 12 -.004 7 -.058 8 -.044 8 -.951 12 127 4 max 1.081 11 .171 11 .014 8 -.012 2 .005 7 .311 11 128 mm -1.227 3 -.397 12 -.004 7 -.058 8 -.038 8 -.794 12 129 5 max 1.081 11 .17 11 .014 8 -.012 2 .003 7 .244 1 11 130 mm -1.226 3 -.398 12 -.004 7 -.058 8 -.033 8 -.637 1 12 131 6 max 1.081 11 .169 11 .014 8 -.012 2 .002 7 .177 11 132 mm -1.225 3 -.399 12 -.004 7 -.058 8 -.027 8 -.48 12 133 i_ max 1.081 11 .168 11 .014 8 -.012 2 0 7 .11 11 134 min -1.224 3 -.4 _12 -.004 7 -.058 8 -.022 8 -.322 12 135 max 1.081 ji .168 11 .014 8 -.012 _2_ 0 7 .044 36 -1.223 3 -.401 12 -.004 _L -.058 8_ -.017 8 -.163 12.. 37 9 maxI 1.081 11 .167 11 .014 8 1 -.012 2 -.001 2 .009 3 38 mm -1.223 3 -.402 12 -.004 7 -.058 8 -.011 8 -.023 11 39 10 max 1.082 11 .166 11 .014 8 -.012 2 -.001 2 .157 6 140 mm -1.222 3 -.402 12 -.004 7 -.058 8 -.006 8 -.088 11 141 M12 I max 1.081 11 .379 12 .015 8 .031 3 .02 11 1.202 12 142 mm -1.231 3 -.002 1 -.005 11 -.034 12 -.053 8 -.102 3 143 2 max 1.081 11 .379 12 .015 8 .031 3 .018 11 1.052 12 144 mm -1.229 3 -.006 3 -.005 11 1 -.034 12 -.047 8 -.102 3 145 3 max 1.081 11 .378 12 .015 8 .031 3 .016 11 .903 12 146 mm -1.228 3 -.017 3 -.005 11 -.034 12 -.041 8 -.097 3 147 4 max 1.081 11 .377 12 .015 8 .031 3 .014 11 .754 12 148 mm -1.227 3 -.028 3 -.005 11 -.034 12 -.035 8 -.088 3 149 5 max 1.081 11 .376 12 .015 8 .031 3 .012 11 .605 12 150, mm -1.226 3 -.038 3 -.005 11 -.034 12 -.029 8 -.075 3 151 6 max 1.081 11 .375 12 .015 8 .031 3 .01 11 .456 12 152 mm -1.225 3 -.047 3 -.005 11 -.034 12 -.024 -.058 153 7 Imax, 1.081 11 .374 12 1 .015 8 .031 3 .008 11 .308 12 154 mm -1.224 3 1 -.054 3 -.005 11 -.034 12 -.018 8 -.038 3 155 8 max 1.081 11 1 .373 12 .015 8 .031 3 .006 11 .16 12 156 min -1.223 3 -.06 3 -.005 11 -.034 12 -.012 8 -.016 3 157 9 max 1.081 11 .372 12 .015 8 .031 3 1 .004 11 .014 6 158 mm -1.223 3 -.064 3 -.005 11 -.034 12 -.006 8 -.023 11 159 10 max 1.082 11 .372 12 .015 8 .031 3 .004 7 .034 3 160 mm -1.222 3 -.066 3 1 -.005 11 -.034 12 -.003 12 -.134 12 161 M13 I max 1.087 11 .004 3 0 7 .101 12 .058 12 -.024 12 162 mm -1.258 3 -.233 5 -.013 12 0 3 0 7 -.75 5 163 2 max 1.087 11 -.003 12 0 7 1 .101 12 .053 12 -.023 12 164 min -1.257 3 -.234 5 -.013 12 0 3 0 7 -.658 5 165 3 max 1.087 11 -.004 12 0 7 .101 12 .048 12 -.022 12 166 mm -1.256 3 -.236 5 -.013 12 0 3 0 7 -.565 5 167 4 max 1.088 11 -.005 12 0 7 .101 12 .042 12 -.02 12 168 mm -1.255 3 -.237 5 -.013 12 0 3 0 7 -.471 5 169 5 max 1.088 11 -.006 12 0 7 .101 12 .037 12 -.018 12 170 min -1.254 3 -.239 5 -.013 12 0 1 3 0 7 -.377 5 171 6 max 1.088 11 -.007 12 0 7 .101 12 .032 12 -.016 12 172 _____ min -1.252 3 -.24 5 -.013 12 0 3 0 7 -.282 5 173 7 max 1.088 11 1 -.008 12 0 7 .101 12 .027 12 -.013 12 174 mm -1.252 3 1 -.242 5 -.013 12 0 3 0 7 -.187 5 175 8 max 1.088 11 -.008 12 0 7 .101 12 .022 12 -.01 1 12 RISA-3D Version 17.0.4 Page 10 S Designer : WCE U00110SA Company : CCI Job Number : Checked By: ANMETSCHEKCOWY Model Name S Envelope Member Section Forces (Continued) Member Sec Axialiki LC v Sheariki LC z Shear[k] LC ToraueFk-. LC v-v Mome. LC z-z Mome, LC 176 mm -1.251 3 -.243 5 -.013 12 0 3 0 7 -.101 7 177 9 max 1.088 11 -.009 12 0 7 .101 12 .017 12 .008 11 178 mm -1.25 3 -.245 5 -.013 12 0 3 0 7 -.029 3 179 10 max 1.088 11 -.01 12 0 7 .101 12 .012 12 .103 11 180 mm -1.25 3 -.246 5 -.013 12 0 3 0 3 -.004 8 181 M14 I Imax, -.012 2 1 .003 10 0 12 .003 3 0 12 0 12 182 mm -1.978 12 .002 11 0 1 -.004 12 0 1 0 1 183 2 max -.012 2 .002 10 0 12 .003 3 0 12 0 12 184 mm -1.978 12 .001 11 0 1 -.004 12 0 1 -.002 1 185 3 max -.012 2 .002 10 0 12 .003 3 0 12 -.002 12 186 mm -1.978 12 0 11 0 1 -.004 12 0 1 -.003 1 187 4 Imax, -.011 2 1 0 10 0 12 .003 3 0 12 -.002 12 188 mm -1.978 12 0 11 0 1 -.004 12 0 1 -.003 1 189 5 max -.011 2 0 10 0 12 .003 3 0 12 -.002 12 190 mm -1.977 12 0 11 0 1 -.004 12 0 1 -.004 1 191 6 max -.011 2 0 12 0 12 .003 3 0 12 -.002 12 192 mm -1.977 12 0 1 0 1 -.004 12 0 1 -.004 1 193 7 Imax, -.01 2 1 0 12 1 0 12 1 .003 3 0 12 -.002 12 194 mm -1.977 12 0 1 0 1 -.004 12 0 1 -.003 1 195 8 max -.01 2 0 12 0 12 .003 3 0 12 -.002 12 196 mm -1.977 12 -.002 1 0 1 -.004 12 0 1 -.003 1 197 9 max -.01 2 -.001 12 0 12 .003 3 0 12 0 12 198 mm -1.977 12 -.002 1 0 1 -.004 12 0 1 -.002 1 199 10 I max, -.01 2 1 -.002 12 1 0 12 1 .003 3 0 12 0 12 200 mm -1.976 12 -.003 1 0 1 -.004 12 0 1 0 1 201 M15 1 max 1.152 5 .003 10 0 12 0 11 0 12 0 12 202 mm -.095 3 .002 11 0 1 -.004 12 0 1 0 1 203 2 max 1.153 5 .002 10 0 12 0 11 0 12 0 12 204 mm -.095 3 .001 11 0 1 -.004 12 0 1 -.002 1 205 3 Imax, 1.153 5 1 .002 10 0 1 12 0 11 0 12 -.002 1 12 206 mm -.095 3 0 11 0 1 -.004 12 0 1 -.003 1 207 4 max 1.153 5 0 10 0 12 0 11 0 12 -.002 12 208 mm -.094 3 0 11 0 1 -.004 _12 0 1 -.003 1 209 5 max 1.153 5 0 10 0 12 0 1 - 0 12 -.002 12 210 mm -.094 3 0 11 0 1 -.004 12 0 1 -.004 1 211 6 max 1.154 5 0 12 0 12 0 11 0 12 -.002 12 - m -.094 3 1 0 1 0 1 -.004 2 - 0 1 -.004 1 213 7 max 1.154 5 0 12 0 12 0 11 0 12 -.002 12 214 mm -.094 3 0 1 0 1 -.004 12 0 1 -.003 1 215 8 max 1.154 5 0 12 0 12 0 11 0 12 -.002 12 216 mm -.093 3 -.002 1 0 1 -.004 12 0 1 -.003 _j_ 217 9 max 1.155 5 -.001 12 0 12 0 11 0 12 0 12 218 - mm -.093 3 -.002 1 0 1 -.004 12 0 1 -.002 _L. 10 max 1.155 5 -.002 12 0 12 0 11 0 12 0 IZ.. 220 mm -.093 3 -.003 1 0 1 -.004 12 0 1 0 1 221 M16 I max 2.022 12 .003 10 0 12 0 11 0 12 0 12 22 min -.889 5 .002 11 0 1 -.006 6 0 1 0 1 223 2 max 2.022 12 .002 10 0 12 0 11 0 12 0 12 224 -.888 _ .001 11 0 _L -.006 6 0 1 -.002 1 225 3 max 2.022 12 .002 10 0 12 0 11 0 12 -.002 12 226 min -.888 5 0 11 0 1 -.006 6 0 L -.003 1.. 227 rn 2.022 12 0 10 0 12 0 11 0 12 -.002 i. 228 min -.888 5 . 0 11 0 1 -.006 6 0 1 -.003 1 229 max 2.023 12 0 10 0 12 0 11 0 12 -.002 12 230 min 1 -.888 5 0 ji 0 1 -.006 6 0 L -.004 1.. 231 ImaxI 2.023 12 0 12 0 12 0 11 1 0 12 1 -.002 ..j 1 2321 1 - mn -.887 5 0 1 0 1 -.006 6 1 0 j1 -.004 1 RISA-3D Version 17.0.4 Page 11 S Designer : WCE UPOIROSA Company : CCI Job Number : Checked By: AM1SCKCOAPA2Y Model Name S Envelope Member Section Forces (Continued) C..,. A.,;..IrI,1 I .,Ck..fI,1 I .. 233 7 max 2.023 12 0 12 0 12 0 11 - 0 12 -.002 12 234 mm -.887 5 0 1 0 1 -.006 6 0 1 -.003 1 8 max 2.023 12 0 12 0 12 0 11 0 12 -.002 12 236 mm -.887 5 -.002 1 0 1 -.006 6 0 1 -.003 1 237 9 max 2.023 12 -.001 12 0 12 0 11 0 12 0 12 238 rnjp 1 -.886 5 -.002 L 0 _j_ -.006 i.. 0 1 -.002 _L 239 10 ImaxI 2.024 12 -.002 12 0 12 0 ii 0 12 0 12 1 240 1 rnJn -.886 5 -.003 _.j. 0 1_j 1 -.006 1 6_ 0 1 0 1- Envelope AISC 15th(360-16): ASD Steel Code Checks Mmhr (nd. Ch I ,4ffl Qhr f' I I C' Dn,.b..,, rIrI Dr.+I.. (IA..rn,I r*An,,I ('h i_ Ml PIPE-5.01 917 0 13 190 Q 6 1 71.353 86443 12269 t? 1.017 Hi-lb 2 M2 P1-50 8 .960 0 12 .214 Q - 12 51.726 53.838 6.908 6.908 3.019 H1-1b M7 PIPE-&O .960 0 8 .577 0 - 6 74.008 86.443 12.269 12.269 1.68 H3-6 _4.. M8 PI-250_... .924 5 12 .071 5 - 12 16.503 21.622 18 1.358 2.007 Hi-lb M9 Pl-250_... .560 5 5 .090 Q - 12 16.503 2122 1.358 1.358 2.134 Hi-lb Ml0 Pl-250_... .986 5 .089 Q - 6 _16.503 21.622 1._8 1.358, 2.004 Hi-lb ..i_ M11 Pl-250_... .941 0 12 .106 35 - 6 _18.856 21.622 1._8 1.358 1.793 Hi-lb M12 Pl-250_... .897 0 12 .087 Q1 12 _18.856 121.622 1.8 1.358 1.792 Hi-lb _ M13 PI-250_... .574 0 11 .086 3. - 12 _19.856 121.622 1.8 1.358 1.811 Hi-lb 10 M14 PI-15-14 .289 2.771 6 .019 5.5.. - 12 2.814 7.146 .271 .271 1.14 H1-1a 11 MiS PI-15 141 .423 2.827 5 .018 0 - 6 2.814 7.146 .271 1 .271 1.14 1 H1-1a 12 M16 PI-15 141 .729 2.827 6 .027 5.5.. - 6 2.814 7.146 .271 1 .271 1.14 1 Hi-la Material Takeoff 0...... I i..rsn i Hot Rolled Steel A36 Gr.36 1.5-rod 4 48.1 .289 3 A36 Gr.36 P1-15 14 3 16.8 .019 4 A36 Gr.36 Pl-250_11cust HRA 6 25.7 .088 5 A36 Gr.36 P1-50 8 1 3.9 .033 6 A36 Gr.36 PIPE 5.0 1 2 18 1 .246 7 Total HR Steel 1 16 112.5 1 .675 RISA-3D Version 17.0.4 Page 12 JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: Main Wind-Force Resisting System Wall Pressures -ASCE 7.16 I For Buildings of All Heights General parameters: Risk Category (I, II, Ill, IV): Basic Wind Speed, V: Mean recurrence interval: MRI factor: Adjusted Basic Wind Speed, V: Building properties: Il Mean Roof Height, h: 15 ft 110 mph Parapet Height: 0 ft 50 year Typical length in x-direction, L1: 55 ft 1.00 Typical length in y-direction, L2: 55 ft 110 mph Velocity pressure coeff. K,1: 0.85 Velocity pressure q: 22.4 psf S C 9.50 900 1.00 0.85 0.95 0.95 0.00 0.00 0.20 -0.70 Exposure Category (B, C, D): a: Topographic factor, K: Wind directionality factor, K,: Gust Effect Factor, G (x-dir. wind): Gust Effect Factor, G (y-dir. wind): Internal pressure coefficient, +GC21: Internal pressure coefficient, -GC 1: Windward pressure coefficient, C2: Side pressure coefficient, C2: Recommended Gust Effect Factors: Damping ratio, : 0.015 Building period, T (x-dir.): 1.00 sec Building period, T (y-dir.): 1.00 sec Gust Effect Factor, G (x-dir.): 0.85 Gust Effect Factor, G (y-dir.): 0.85 L2 Parapet: Total Force of Both Parapets (x-dir.) 0.0 k Total Force of Both Parapets (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Base moments and shears: Distance from ground level (z=0) to foundation: Base shear due to x-direction wind (excluding ground level): Base moment due to x-direction wind at ground level (z0): Base moment due to x-direction wind at foundation: Base shear due to y-direction wind (excluding ground level): Base moment due to y-direction wind at ground level (z=0): Base moment due to y-direction wind at foundation: L1 Simplified Parapet Calculations: Total Force of Both Par. (x-dir.) 0.0 k Total Force of Both Par. (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft 3 f 31 k -1,358 k-ft -1,266 k-ft 31 k -1,358 k-ft -1,266 k-ft Notes: 1. Positive and negative pressures signify pressures acting toward and away from the surfaces, respectively. 2. Refer to Figure 27.4-1, ASCE 7-10 for wind pressure diagrams. 191 JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: Main Wind-Force Resisting System Wall Pressures - ASCE 716 I For Buildings of All Heights Buildings properties and Results: X-direction wind Y-direction wind z (user) L1 (user) L2 (user) Kz qz L1 L2 p F p F (ft) (ft) (ft) (psf) (ft) (ft) (psf) (k) (psf) (k) 15 0.85 22.4 55 55 27.6 -125 27.6 -125 180 1.43 37.7 55 55 39.3 -157 39.3 -157 160 1.40 36.8 55 55 38.6 42 38.6 42 140 1.36 35.8 55 55 37.8 42 37.8 42 120 1.32 34.6 55 55 36.9 41 36.9 41 100 1.27 33.3 55 55 35.9 40 35.9 40 80 1.21 31.8 55 55 34.8 38 34.8 38 60 1.14 29.9 55 55 33.4 37 33.4 37 40 1.04 27.5 55 55 31.5 35 31.5 35 20 0.90 23.7 55 55 28.7 24 28.7 24 10 0.85 22.4 55 55 27.6 15 27.6 15 0 0.85 22.4 55 55 27.6 8 27.6 8 S BIA Title: Job # Dsgnr: Date: Description: Scope: [IJ Steel Column Base Plate : Ii Description 5" Arm - End Plate General Information Loads Steel Section P5std Axial Load 1.30 k Section Length 5.563 in Section Width 5.563 in X-X Axis Moment 12.00 k-ft Flange Thickness 0.258 in Plate Dimensions Web Thickness 0.258 in Plate Length 8.000 in Allowable Stresses Plate Width 8.000 in Concrete fc 3,000.0 psi Plate Thickness 0.738 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 24.000 in Dist. from Plate Edge 2.000 in Pier Width 24.000 in Bolt Count per Side 2 Tension Capacity 8.400 k Bolt Area 0.440 in2 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 1,344.7 psi Allow per AC1318-95, A3.1 Partial Bearing : Bolts in Tension = 0.3 * f"c * Sqrt(A2/A1) * LDF 2,394.0 psi • Allow per AISC J9 2,793.0 psi Plate Bending Stress Thickness OK Actual fb 31,745.7 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 7.618 k Allowable 8.400 k B2 Lego Land jD I I LLru U1 10' Cant. Umbrella Base Plate Design Hilti PROFIS Engineering 3.0.75 11 www.hilti.com Company: Page: 1 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 3/7/2022 Fastening point: Specifier's comments: I Anchor Design 1.1 Input data Anchor type and diameter: HIT-HY 200 V3 + HAS-V-36 (ASTM F1554 Gr.36) 314 [ - Item number: 2198031 HAS-V-36 314°x12' (element) / not available (adhesive) Effective embedment depth: heia, = 9.000 in. (het5mit = - in.) Material: ASTM F1554 Grade 36 Evaluation Service Report: ESR-4868 Issued I Valid: 11/1/2021 I 11/1/2022 Proof: Design Method ACI 318-14 / Chem Stand-off installation: eb = 0.000 in. (no stand-off); t = 1.000 in. Anchor plate tM: I x l, X t = 12.000 in. x 12.000 in. x 1.000 in.; Profile: Steel pipe, P1PE5S1D; (Lx W x T) = 5.560 in. x 5.560 in. x 0.258 in. Base material: cracked concrete, 3000, = 3,000 psi; h = 11.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition A, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) Geometry [in.] & Loading [lb, inib] Design toads ',:!m Sustained loads Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering (c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HIM AG, Schaan NN 0 I Hilti PROMS Engineering 30.75 www.hilti.com Company: Page: 2 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21 2022 Date: 3/7/2022 Fastening point: 1.1.1 Design results Case Description Forces [lb] I Moments [in.lb] Seismic Max. Util. Anchor [%] 1 Combination 1 N = -660; V = 0; V, = 0; no 98 M0 = 0; M = 186,900; M = 0; N0 = 0; M000 = 0; y'sus= 0; 1.2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (s-Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 11,885 33 0 33 2 -1 10 -0 -10 3 11,891 33 0 -33 4 -1 10 -0 10 • resulting tension force in (x/y)=(-4.000/0.001): 23,774 [lb) resulting compression force in (x/y)=(3.575/0.004): 25,053 [lb] ALY 03 0 Tension Compression 01 02 Anchor forces are calculated based on a component-based Finite Element Method (CBFEM) 1.3 Tension load Load Nua fib] Capacity$ N [lb] Utilization PN = NUJ+ N Status 14,550 82 OK 24,295 98 OK N/A N/A N/A 24,440 98 OK Steel Strength* 11,891 Bond Strength** 23,776 Sustained Tension Load Bond Strength N/A Concrete Breakout Failure** 23,776 * highest loaded anchor **anchor group (anchors in tension) . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c )2003-2022 Huh AG, FL-9494 Schaan HiS is registered Trademark of Huh AG, Schaan B3A IE11LLiiHjj Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 1.3.1 Steel Strength N = ESR value 4' N > N,, Variables AreN [in. 2] 0.33 Calculations N [lb] 19,400 Concrete - Feb 21, 2022 refer to ICC-ES ESR-4868 ACI 318-14 Table 17.3.1.1 ',,,, [psi] 58,000 Page: Specifier: E-Mail: Date: 3/7/2022 Results N [lb] 4' steel 4' N [lb] Nua [lb] 19,400 0.750 14,550 11,891 S Input data and results must be checked for conformity with the existing conditions and for plausibility! PRtDFIS Engineering (c ) 2003-2022 Hilt AG, FL-9494 Schaan Hilt! Is a registered Trademark of Hilti AG, Schaan ID:==~Jl Hilti PROFIS Engineering 3.0.75 S www.hilti.com Company: Page: 4 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 3/7/2022 Fastening point: 1.3.2 Bond Strength ANa N = ag (_) V edNa Vec2,Na Wed,Na lcp.Na Nbe ANa0 itt Nag Nua AN. see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) ANaO = (2 cNa)2 CNa =10da 1 1' Wee Na = (1 + eN)< to CNa WedNa =°.7+0.3() 1.0 CNa WcpNa - —MAX(Ed Nba = a Tk,c 11 d hat ACI 318-14 Eq. (17.4.5.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) Variables k.c,uncr [psi] da (in.] het [in.] camin [in.] aovaeond 'ic.c [psi] 2,261 0.750 9.000 18.000 1.000 1,283 eClN [in.] e2 [in.] ca. [in.] X a 0.000 0.001 23.391 1.000 Calculations cNa [in.] AN,, (in.2] ANaO [in.2] V edNa 10.704 629.54 458.28 1.000 V aetNa WeNa Vcp,Na Nba fib] 1.000 1.000 1.000 27,211 Results Nag [lb] bond + Nag [lb] Nua [lb] 37,376 0.650 24,295 23,776 . input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c )2003-2022 Hilti AG, FL-9494 Sthaan HIM Is registered Trademark of Hilti AG, 5chaan B3C [Liv'--flI Hilt! PROFIS Engineering 3.015 www.hilti.com Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: Fastening point: 1.3.3 Concrete Breakout Failure N ( -At WN N'ed,N N'c,N 'VCP,NNb ACI 318-14 Eq. (117.4.2.1 b) 4) Ncbg ~: N 8 ACI 318-14 Table 17.3.1.1 ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) AN CO 9 hef ACI 318-14 Eq. (17.4.2.1c) ecN ' W 1+1 = 2eN) <1.0 ( ACI 318-14 Eq. (17.4.2.4) N' ed,N = 0.7 + 0.3 (:) ~ 1.0 ACI 318-14 Eq. (17.4.2.5b) N' cp,N = MAX(!!!, 1w5h f) < 1.0 ACI 318-14 Eq. (17.4.2.7b) cac Cac Nb = kc 7, a ' h 5 ACI 318-14 Eq. (17.4.2.2a) Variables hef [in.] eCIN [in.] ec2N [in.] camin [in.] N' c,N 9.000 0.000 0.001 18.000 1.000 . cac [in.] k afc [psi] 23.391 17 1.000 3,000 Calculations ANC [in.2] AN [in.2] N' ecI,N N'e02,N N'ed,N Wcp,N Nb [lb] 945.00 729.00 1.000 1.000 1.000 1.000 25,140 Results Not, Fib] 4)concrete N [lb] Nua [lb] 32,587 0.750 24,440 23,776 3/7/2022 . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( C )2003-2022 HIS AG, FL-9494 Schaan Hilti is a registered Trademark of HiS AG, Schaan B3D lciaDEiFo Hilt! PROFIS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: I Design: Concrete - Feb 21 2022 Fastening point: 1.4 Shear load Load Vua [lb] Page: 6 Specifier: E-Mail: Date: 3/7/2022 Capacity V [lb] Utilization Pv = VJ V Status 7,566 1 OK N/A N/A N/A 14,786 1 OK 16,538 1 OK Steel Strength* 33 Steel failure (with lever arm)* N/A Pryout Strength (Concrete Breakout 33 Strength controls)* Concrete edge failure in direction y. 43 * highest loaded anchor **anchor group (relevant anchors) 1.4.1 Steel Strength V = ESR value refer to ICC-ES ESR-4868 + V5 > V ACl 318-14 Table 17.3.1.1 Variables [in.2] f515 [psi] 0.33 58,000 Calculations 11,640 Results V [lb] 0 steel + V [lb] V 8 [lb] 11,640 0.650 7,566 33 S Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2022 HlIti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan WA I DQi5y,01 Hilt! PROMS Engineering 3.0.75 www.hilti.com Company: Page: 7 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21, 2022 Date: 3/7/2022 Fastening point: 1.4.2 Pryout Strength (Concrete Breakout Strength controls) [(AN V = k r ) - N, ed,N l"c,N Wcp,N Nb] vcp ~! vu. AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANI =9her WecN = ( ~1.0 3 he,, ed,N _O.7+0.3( ) <1.0 he - V cp,N = MAX(T!!, i..f' ~• cac cac I Nb = kc ? ACI 318-14 Eq. (17.5.3.1 a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1 c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Variables kq, het [in.] eClN [in.] e [in.] cam15 [in.] 2 9.000 0.000 0.000 18.000 c,N cac [in.] kc X a t [psi] 1.000 23.391 17 1.000 3,000 Calculations ANC [in .2] AN [in.2] V ecl.N Vec2,N Ved,N Vcp,N Nb [lb] 306.25 729.00 1.000 1.000 1.000 1.000 25,140 Results V p [lb] 0 concrete 4) V, [lb] Vua [lb] 21,123 0.700 14,786 33 . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (C) 2003-2022 Hull AG, FL-9494 Schaan Hdti is a registered Trademark of Hilti AG, Schaan B3F Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21 2022 Date: Fastening point: 8 3/7/2022 1L1TrLrL Hilti PROMS Engineering 3.0.75 www.hilti.com 1.4.3 Concrete edge failure in direction y- = () ec,V W ed,V W c,V Wh,V '1paraIIeI,V Vb ACI 318-14 Eq. (17.5.2.1b) 4) V V ACI 318-14 Table 17.3.1.1 A 5 see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) 4.5 c al ACI 318-14 Eq. (17,5.2.1c) = ( 2ev ) <1.0 ACI 318-14 Eq. (17.5.2.5) w ,v = 0.7 + 0.3(T—) <1.0 ACI 318-14 Eq. (17.5.2.6b) 5cel V h,V = > 1.0 ACI 318-14 Eq. (17.5.2.8) Vb = 9 ? I? c ACI 318-14 Eq. (17.5.2.2b) Variables ; [in.] c82 [in.] ecv [in.] V c,v he [in.] 18.000 18.000 2.108 1.200 11.000 to [in.] a da (in.] f0 [psi] V paraflel,V 6.000 1.000 0.750 3,000 1.000 Calculations A 5 [in.2] Ave [in.2] V ecV tled,V 'I'h,V Vb [lb] 583.00 1,458.00 0.928 0.900 1.567 37,645 Results V,0 [I b] concrete 4) V,q [lb] V 8 [lb] 23,626 0.700 16,538 43 1.5 Combined tension and shear loads ON Iv Utilization PNN [%] Status 0.979 0.004 1.000 82 OK Iv = (I3N + f3) /1.2 <= 1 . Input data and results must be checked for conformity with the existing conditions and for plausibitityl PROFIS Engineering (c ) 2003-2022 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Huh AG, Sthaan B3G 1LIInrHi1 Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 9 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 3/7/2022 Fastening point: 1.6 Warnings The anchor design methods in PROFIS Engineering require rigid anchor plates as per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFlSAnchorDesignGuide/ Attention! In case of compressive anchor forces a buckling check as well as the proof of the local load transfer into and within the base material (incl. punching) has to be done separately. Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001 /Annex C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment." S . Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (C ) 2003-2022 Huh AG, FL-9494 Sctiaan Hilti is registered Trademark of HIS AG. Schaan S S IL1IIFfl1 Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 10 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 3/7/2022 Fastening point: 1.7 Installation data Profile: Steel pipe, P1PE5STD; (Lx W x T) = 5.560 in. x 5.560 in. x 0.258 in. Hole diameter in the fixture: df = 0.812 in. Plate thickness (input): 1.000 in. Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 3/4 Hilti HAS Carbon steel threaded rod with Hilti HIT-HY 200 V3 Safe Set System 1.7.1 Recommended accessories Anchor type and diameter: HIT-HY 200 V3 + HAS-V-36 (ASTM F1554 Gr.36) 3/4 Item number: 2198031 HAS-V-36 3/4x12 (element) / not available (adhesive) Maximum installation torque: 1,200 in.lb Hole diameter in the base material: 0.875 in. Hole depth in the base material: 9.000 in. Minimum thickness of the base material: 10.750 in. Drilling Cleaning Setting Suitable Rotary Hammer • Compressed air with required accessories • Dispenser including cassette and mixer Properly sized drill bit to blow from the bottom of the hole Torque wrench Proper diameter wire brush Coordinates Anchor [in.] Anchor x y c, C.X c1, c.y 1 -4.000 -4.000 18.000 - 18.000 - 2 4.000 -4.000 26.000 - 18.000 - 3 -4.000 4.000 18.000 - 26.000 - 4 4.000 4.000 26.000 - 26.000 - Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering (C) 2003-2022 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of HIS AG, Schaan ID:=:5EF01 Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 11 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21 2022 Date: 317/2022 Fastening point: 2 Anchor plate design 2.1 Input data Anchor plate: Shape: Rectangular l x l, x t = 12.000 in x 12.000 in x 1.000 in Calculation: CBFEM Material: ASTM A36; Fy = 36,000 psi; Elim = 5.00% Anchor type and size: HIT-HY 200 V3 + HAS-V-36 (ASTM F1554 Gr.36) 3/4, hef = 9.000 in Anchor stiffness: The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. Design method: AISC and LRFD-based design using component-based FEM Stand-off installation: eb = 0.000 in (No stand-off); t = 1.000 in Profile: PlPE5STD; (Lx W x Tx FT) = 5.560 in x 5.560 in x 0.258 in x - Material: ASTM A500 Gr.B Rect; Fy = 46,000 psi; Elim = 5.00% Eccentricity x: 0.000 in Eccentricity y: 0.000 in Base material: Cracked concrete; 3000; fc,cyl = 3,000 psi; h = 11.000 in Welds (profile to anchor plate): Type of redistribution: Plastic Material: E70xx Mesh size: Number of elements on edge: 8 S Mm. size of element: 0.394 in Max. size of element: 1.969 in 2.2 Summary Description Profile Anchor plate Concrete [%] tYEd [psi] Ept [%] EEd [psi] EPI [%] Hole bearing [%J Combination 1 46,004 0.01 24,853 0.00 1 12 2.3 Anchor plate classification Results below are displayed for the decisive load combinations: Combination 1 Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method (CBFEM) anchor plate design Anchor 1 10,876 lb 11,885 lb Anchor 2 -1 lb -1 lb Anchor 3 10,875 lb 11,891 lb Anchor 4 -1 lb -1 lb User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can be applied. 2.4 Profile/Stiffeners/Plate Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical cross sections, which should be performed outside of PROFIS Engineering. 2.4.1 Equivalent stress and plastic strain Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c)2003-2022 HO AG, FL-9494 Schaan HIM is a registered Trademark of Hilti AG, Schaan B3J 46,000 psi N N N 0 psi x Hilti PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 12 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21 2022 Date: 3/7/2022 Fastening point: Part Load Material f [psi] slim [%] GEd [psi] Cpt [%J Status combination Plate Combination 1 ASTM A36 36,000 5.00 24,853 0.00 OK Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 46,004 0.01 OK Rect 2.4.1.1 Equivalent stress Results below are displayed for the decisive load combination: 1 - Combination 1 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c ) 2003-2022 Hilti AG, FL-9494 5chaan Hilti is a registered Trademark of Hilti AG, 5chaan www.hilti.com Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 13 3/7/2022 0.00% Hilti PROFIS Engineering 3.0.75 Fastening point: 2.4.1.2 Plastic strain Results below are displayed for the decisive load combination: 1 - Combination 1 2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3 Decisive load combination: 1 - Combination 1 Equations = min(1.2 l It F5 ,2.4 d t F5) (AISC 360-16 J3-6a, c) = 0.75 R V Variables I [in] t [in] F [psi] d [in] R [lb] Anchor 1 1.594 1.000 58,000 0.750 104,400 Anchor 7.188 1.000 58,000 0.750 104,400 Anchor 3 1.594 1.000 58,000 0.750 104,400 Anchor4 7.188 1.000 58,000 0.750 104,400 Results V [lb] [lb] Utilization [%] Status Anchor 1 33 78,300 1 OK Anchor2 10 78,300 1 OK Anchor 3 33 78,300 1 OK Input data and results must be checked for conformity with the existing conditions and for plausibility' PROFIS Engineering (c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HiS AG, Sct,aan B3L www.hilti.com - - - Company: Page: Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Feb 21, 2022 Date: Fastening point: 14 3/7/2022 Hilti PROFIS Engineering 3.0.75 V fib] øRn [lbj Utilization [%] Status Anchor 4 10 78,300 1 OK 2.5 Concrete Decisive load combination: 1 - Combination 1 2.5.1 Compression in concrete under the anchor plate 931 psi . . . S 2.5.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8 Equations F = qj fp,max fp,max = 0.85 f0' '( -_ ) < 1.7 f; J( ) 15 2 N a - Al Utilization = a F Variables N [lb] f [psi] 0 At [in 2] 25,053 3,000 0.65 68.35 Input data and results must be checked for conformity with the existing conditions and for plausibility' PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HIS AG, Schaan 0 psi A2 [in2] l,523.1 B3M [EJInri Hilt! PROFIS Engineering 3.0.75 www.hilti.com Company: Page: 15 Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete - Feb 21, 2022 Date: 3/7/2022 Fastening point: Results Load combination F [psi] Cr [psi] Utilization [%] Status Combination 1 3,315 367 12 OK 2.6 Symbol explanation Ai Loaded area of concrete A2 Supporting area d Nominal diameter of the bolt Ijm Limit plastic strain Plastic strain from CBFEM results fc Concrete compressive strength Concrete compressive strength F Specified minimum tensile strength of the connected material Fp Concrete block design bearing strength fp,max Concrete block design bearing strength maximum f Yield strength Ic Clear distance, in the direction of the force, between the edge of the hole and the edge of the adjacent hole or edge of the material N Resulting compression force a Average stress in concrete EyEd Equivalent stress Resistance factor EDRn Factored resistance Thickness of the anchor plate V Resultant of shear forces Vy, Vz in bolt. 2.7 Warnings By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and adequacy for your specific jurisdiction and project requirements. The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilt AG, FL-9494 Schaan Hilli is a registered Trademark of Hiffi AG, Schaan B3N ILITh-nHJI Hilti PROMS Engineering 3.0.75 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Concrete - Feb 21, 2022 Page: 16 Specifier: E-Mail: Date: 3/7/2022 3 Summary of results Design of the anchor plate, anchors, welds and other elements are based on CBFEM (component based finite element method) and AISC. Load combination Max. utilization Status Anchors Combination 1 98% OK Anchor plate Combination 1 70% OK Concrete Combination 1 12% OK Profile Combination 1 100% OK Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility'. PROFIS Engineering (c ) 2003-2022 Hull AG, FL-9494 Schaan Hilti is a registered Trademark of HiC AG, Schaan IBM Fabric Registration LICENSE NUMBER: F-094501 Product Marketed by: ALNET PTY (LTD) MOORSOM AVENUE, EPPING, INDUSTRY II Issue Date: 06/03/2021 CAPE TOWN, S. AFRICA Expiration Date: 06/30/2022 co.lwsny Mnq Corçiy Pliyikal lie.,,.. Tp. Uc.e.. PM,.b.e FInS N.... tag Na.n. Coutpsny N.m. Peoduct N.... Add.... Addrm. C..... Dot. Fimia Keta,dnt F-450I PaU1d toe. AUPET PTY (LiD) DMA BLOCK 255 PFJMERIA BLVD MOOPSOP4 AVENUE Q3012022 Progrom and Fabriro. SHADECLOTh STE 160, LAKE MAKY, EPPING. INDUSTRY H. Fabric Rahtr8do4 FL 32746 CAPE TNN. S. N.WApP6cat1OO APRICH. This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. Issued By Vikkie Raby Reviewed and Approved By Patricia Setter Fire Engineering License Manager Deputy State Fire Marshal III Fire Engineering Division Fire Engineering Division OFFICE OF THE STATE FIRE MARSHAL Please visit calfire.govmotus.org for more information on Licensing and Permitting with CAL FIRE Dl PLAYGROUND LEGOLAND — AQUAZONE SITE PLAN ADA ACCESSIBILITY GUIDELINE• ADAAG CONFORMANCE FOR KIDS ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES AGES 9/14 14 26/18 11/5 im [Mixed] - GENERAL NOTES: - - This Pr m ear Site Plans based on rasisrements that vein provided in the initial - planning phase. All dimensions must be verified poor to the - submission of a purchase order Playcralt Systems will not bc held responsible for any discrepancies between actual ! in the dimensionsand phase affect dimensions. Therefore, before preparing the site, we L '1 The Minimum Use Zone for a final drawings from the factory (available after the order is sliDe P placed and included in the - ZONE - Assembly Manual) UIINMUM WARNING Accessible safety surfacing material is required beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest Z 6rT accessible part of this equipment Refer to the CPSC S Handbook For Public -, Playground Safety. Section 4 'A Surfacing ' - 7 FT ZONE NINIMW USE SIUM SUM MINIMUM IN MU ZONE MMUM USE ZONE Hr . PROJECT/f: PAC217D576C-3 PLAYCRAFT REP DATE: 1/4/2022 MIN. USE ZONE: 131'x 87 Pacific Play Systems, Inc. 2110 Infinity Enclosure wall 21W Infinity (above) Enclosure Orate Wan Panel 21 '" Infinity Enclosure Wag - 01 (above) Grate 04 Panel (below) Veal Ladd.rwl Caastle Access Crenel Indinec Arch Beleqe (below) wag Castle Access I LEGOLAND — AQUAZONE TOP VIEW Tube Slide Easy Access Step Ladder ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE FOR KIDS ELEVATED ACCESSIBLE RAMPACCESSIBLE GROUND TYPES AGES AS 16 11/8 0 11/5 3/3 [_512 GENERAL NOTES: This conceptual plan is based on information provided prior to construction. Detailed site information, including the following, should be obtained, evaluated, and utilized in the final project design. Exact site dimensions, topography, Deep existing utilities, soil conditions Rung and drainage solutions. Neil Climbei Tube W/ Castle Slide WARNING: Accessible safety Access Peaked Cr0501 surfacing material is required foote) beneath and around this Flan equipment that has a critical 1— Castle height value (Fall Height) Archers Piayseat Dual appropriate for the highest Creole (betewt Express Window 5040W! accessible part of this 90 HOOd equipment. Refer to the CPSC'S Handbook For Public 96 Playground Safety, Section 4: Surfacing. -'-I Ramp ' eD 77' 11110 S-Shaped Hex Rout Crawl Tube WI Flee we Skylights custom Panel Bedrock Inclined Climber /wo WI Castle Bridge Access Creole 6(r Climber Clirobarwl CaSIO Q Castle 60' Access Aedlers Creflel Rodi Crenel Steps Window (4) Castle mmcm Pulp Take Slide Infinity Transfer Station STRUCTURE#: R50E5914C PROJECT#: PAC217D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 MIN. USE ZONE: 67'x 62 Pacific Play Systems. Inc. LEGOLAND - AQUAZONE TOP VIEW Push-Out Barrier Wall Above Wall Bug Eye Infinity Push-Out Enclosure Barrier Wall (below) fonclosufe Wall 0 \\-* 0 156" Push-Out Spira l - Barrier Wall 0 Above Wall Tube Slide — Bug Eye 0 wl Push-Out Skylights Barrier (below) Infinity En Hex Roof Wall (above) W/ Flag Window Infinity Panel Enclosure (below) Wall 0 0 ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES 16 11/8 0 11/5 3/3 Spiral Tube Slide FOR KIDS AGES 5-12 GENERAL NOTES: This conceptual plan is based on information provided prior to construction. Detailed site information, including the following, should be obtained, evaluated, and utilized in the final project design. Exact site dimensions, topography, existing utilities, soil conditions and drainage solutions. WARNING: Accessible safety surfacing material is required beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest accessible part of this equipment. Refer to the CPSCS Handbook For Public Playground Safety, Section 4: Surfacing. STRUCTURE#: R50E5914C PROJECT#: PAC21 7D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 MIN. USE ZONE: 67'x 62 Pacific Play Systems, Inc. Infinity Infinity Enclosure Enclosure Wall Wall (above) (above) Labyrinth Crawl Panel Thru Panel Infinity Enclosure Wall (above) Crawl Tube Panel (below) [01 Castle Window Panel Castle Tall Doorway Panel Castle Tall Doorway Panel Castle Tall Doorway Panel LEGOLAND — AQUAZONE TOP VIEW ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE FOR KIDS ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES AGES _ - 16 11/8 0 11/5 3/3 ,..,rl... 5-12 GENERAL NOTES: This conceptual plan is based on information provided prior to construction. Detailed site information, including the following, should be obtained, evaluated, and utilized in the final project design. Exact site dimensions, topography, existing utilities, soil conditions and drainage solutions. WARNING: Accessible safety surfacing material is required Castle Tall beneath and around this Doorway equipment that has a critical Panel height value (Fall Height) appropriate for the highest Castle Tall accessible part of this equipment Refer to the CPSC'S Doorway Handbook For Public Panel Playground Safety, Section 4: C : Surfacing. 101 Castle Wall Pa nel Castle Tall ' Doorway Panel " STRUCTURE#: R50E5914C PROJECT#: PAC217D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 MIN. USE ZONE: 67'x 62 Pacific Play Systems. Inc. LEGOLAND - AQUAZONE SW VIEW I i') FOR KIDS AGES - -•-•' 5-12 1>1 - -.------------ - -- - - STRUCTURE#: R50E5914C PROJECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE SE VIEW 1 IFOR KIDS! AGES r - .. 5-12 STRUCTURE#: R50E5914C PROJECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE NE VIEW FOR [5 AGES -12 D1 STRUCTURE*: R50E5914C PROJECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE .J FOR KIDS R NW VIEW IF\) AGES STRUCTURE#: R50E5914C PROJECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND — AQUAZONE TOP VIEW ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES 21 15/5 10/5 22/0 5/4 SentRy Ranw PRyvi LFOR 5 r] GENERAL NOTES: This conceptual plan is based on information provided prior to construction. Detailed site information, including the following, should be obtained, evaluated, and utilized in the final project design. Exact site dimensions, topography, existing utilities, soil conditions and drainage solutions. WARNING: Accessible safety surfacing material is required beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest accessible part of this equipment Refer to the CPSC'S Handbook For Public Playground Safety, Section 4: Surfacing. Baleony Sods WI Maids Gamo MiCro, PondPmd B4 flimSy Endonuso WxI ROCEnO Scare Panel Poe r— e— (boano) Sd Bainefy Deck W1 Box I So— .1 Pats STRUCTURE#: R507BOBOB PROJECT#: PAC21 7D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 MIN. USE ZONE: 59'x 68 Pacific Play Systems, Inc. Push-Oul C?) C?) Baffler Wall Above Wall Bug Eye Push-Out Infinity Barrier Enclosure (below) Wall (above) Infinity Enclosure Wall (above) Mosaic ; Infinity -'- Panel Enclosure Wall 156'" LEGOLAND - AQUAZONE TOP VIEW ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE I FOR KIDS ELEVATED ACCESSIBLE RAMPACCESSIBLE GROUND TYPES . AGES 21 15/5 10/5 22/0 5/4 [_ ,P 5-12 GENERAL NOTES: This conceptual plan is based on information provided prior to construction. Detailed site information, including the following, should be obtained, evaluated, and utilized in the 0 final project design. Exact site dimensions, topography, existing utilities, soil conditions and drainage solutions. WARNING: Accessible safety surfacing material is required 0 beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest accessible part of this equipment- Refer to the CPSC'S Handbook For Public Playground Safety, Section 4: Surfacing. Spiral Tube Slide 11 W1 Skylights Steel Wall 1W Hex Poly 0 Tube Steel Wall I n Slide (Behind Ladder) E closuren 1= Deck to Push-Out Ranier Ladder Wall Above Wall Push-Out Barrier w/ Seat (below) STRUCTURE#: R507BOBOB PROJECT#: PAC21 7D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 MIN. USE ZONE: 59'x 68 Pacific Play Systems. Inc. LEGOLAND - AQUAZONE SW VIEW FOR AGES Ks 5-12 STRUCTURE#: R507BOBOB PROJECT#: PAC21 7D576C-3 DATE: 1/4/2022 N N LEGOLAND - AQUAZONE SE VIEW AGES FOR KIDS 5-12 STRUCTU RE#: R507BOBOB PROJECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE NE VIEW I D AGES 1 [OR KIDS J N............- STRUCTURE*: R507BOBOB PROJ ECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE NW VIEW I FOR KIDS I !u [ 5-12 AGESJ - STRUCTURE#: R507BOBOB PROJECT#: PAC217D576C-3 DATE: 1/4/2022 I EGOLAN D - AQUAZON E FOR KIDS TOP VIEW ELEVATED ACCESSIBLE RAMPACCESSIBLE GROUND TYPES - AGES I CONFORMANCE [1 8 6/4 0 2/3 2/3 2-5] GENERAL NOTES: Poly This conceptual plan is based Double on information provided prior Infinity to construction. Detailed site Slide W/ information, including the Transfer Hood following, should be obtained, Station evaluated, and utilized in the final project design. Exact site dimensions, topography, existing utilities, soil conditions Pirate Ship Ship Panel WARNING: Accessible safety Memo Treasure anddruinagesolusions. (above) ssurfacing material is required Panel Sail Step beneath and around this Ship Pirate equipment that has a critical Ship Step height value (Fall Height) Sail Panel Panel appropriate for the highest accessible part of this (below) equipment Refer to the CPSC'S Ship Handbook For Public Playground Safety, Section 4: Wheel on Post Telescope on Surfacing 36° 36" 36" Post 48" 48" Viking Stern Viking Bow Panel 48" Panel WI Dragon Head W/ Tail Maze 48° Tic-Tac-Toe Panel 36' 36" S lip 36" Panel Pal Pal Ac ess Seek P nel Pirate Panel Ship Vertical Custom Step Step Panel Panel Climber Pirate Crawl Ship Step Thru Panel Panel (below) Track Climber w/ Handrails & Ship Access Panel STRUCTURE#: 1150851347A PROJECT#: PAC217D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 MIN. USE ZONE: 38'x 30 Pacific Play Systems. Inc. LEGOLAND - AQUAZONE FOR KIDS] SW VIEW AGES 2-5 N. - STRUCTURE#: R50851347A PROJECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE r FOR KIDS] NE VIEW AGES 2-5 STRUCTURE#: R5085B47A PROJ ECT#: PAC217D576C-3 DATE: 1/4/2022 LEGOLAND - AQUAZONE TOP VIEW 4286-6G 6FT BENCH Wi BACK IN-GROUND ADA ACCESSIBILITY GUIDELINE - ADAAG CONFORMANCE ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES 0 0/0 0 0/0 0/0 GENERAL NOTES: This conceptual plan is based on information provided prior to construction. Detailed site information, including the following, should be obtained, evaluated, and utilized in the final project design. Enact site dimensions, topography, existing utilities, soil conditions and drainage solutions. WARNING: Accessible safety surfacing material is required beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest accessible part of this equipment Refer to the CPSC'S Handbook For Public Playground Safety, Section 4-- Surfacing. STRUCTURE#: 5 PROJECT#: PAC21 7D576C-3 PLAYCRAFT REP: DATE: 1/4/2022 Pacific Play Systems, Inc. LEGOLAND - AQUAZONE SW VIEW STRUCTURE*: 4 PROJECT*: PAC217D576C-3 DATE: 1/4/2022 PLYCRAFT Bill of Materials LEGOLAND - AQUAZONE Project# PAC217D576C-3 1/4/2022 Item Description Quantity R50E5914C HS-1004-R Collars 177 GF-7002 Dome Cap, R5 8 S-1016-115-16ft Post, 16ft R5 6 S-1018-R5-18ft Post, 18ft R5 8 S-1021-115-21ft Post, 21ftR5 4 S-1023-R5-23ft I Post, 23ft RS 6 S-1102-R5 Tr-Deck 4 S-1105-R5 Half Deck 2 S-1106-R5 Hex Deck, Half (4 Post) 4 S-1201-8R5 Easy Access Step Ladder, 961n 1 5-1209-481W Infinity Transfer Station, 60in-L 1 S-1210-84 Climber, Vertical Ladder 78-841n 1 S-1219-8 Climber, Deep Rung Arch 90-96in 1 S-1228-6 Climber, Bedrock 72in 1 I S-1233-5-HW -I Climber, Disc 54-60in (w/ HW) 1 S-1248-7 I Climber, Poly Climbing Wall 78-84in 1 S-12891-DD6-HEX Center Access Hex Deck (DID, 72in) 1 S-1301-1U21 Wall, Infinity (Below Deck, Above Panel, 72) 3 S-1301-1U36 Wall, Infinity (Below Deck, Above Wall, 78) 3 S-1301-1US3 175 Wall, Infinity (Above Panel, Roto Roof) 4 S-1301-R5P1675 Push-Out Barrier (Above Wall, Single Bar) ' 2 S-1306-115 i Double Slide SitDown Hood 1 S-1362-16132-R5 Push-Out Barrier (Bug Eye) , 2 S-1500-45R5 Crawl Tube, S-Shaped (Skylights, 96-102in) 1 S-1514-45R5 Bridge, Inclined Arch (45in) ------------------------------- 2 Page 1 of 6 itITt:TJi Bill of Materials (continued) Item Description Quantity S-1525-R5 Link, Ramp (Inclined 24in) 1 S-1600-CUST1-R5 : Custom Panel R5 (HDPE) 1 S-1600-R5G Crawl Thru Panel 1 S-1617-R5 Window Panel 1 S-1621 1-6OACC-R5 Castle Access Crenel (Tall) 2 S-16211-60ARCC Castle Archers Crenel Window 2 S-16211-60DOR Castle Doorway Panel (Tall) 6 S-16211-60WAL Castle Wall Panel (601n) 1 S-16211-60W1N Castle Window Panel 1 S-16211-ACC-R5 Castle Access Crenel 3 S-16211-TWR Castle Tower 8 S-1626-R5 Grate Panel 2 S-1634-R5G Labyrinth Panel 1 S-16801-R5G Crawl Tube Panel 1 S-1702-6115 Slide, Double 66 - 72in (Dual Express) 1 S-1707-13SKY-SPR5 Slide, Tube 156in (Spiral, Skylights, Right) 1 S-1707-13SKY-SR5 Slide, Tube 1561n (S-Shaped, Skylights, Right) 1 S-1707-135PR5 Slide, Tube 156in (Spiral, Right) 1 S-1707-6NOSKY-SR5 I Slide, Tube 72in (S-Shaped, Right) 1 S-1707-75-R5 Slide, Tube 84in (S-Shaped, Right) J 1 S-1707-85R5 I Slide, Tube 96in (S-Shaped, Right) 1 S-18018-R5-F Roof, Peaked w/ Flag (HDPE/Steel) ' 1 S-1803-1821-R5 Roof, Hex w/ Flag 2 S-1961-R Rock Step 2 S-1962-R5 Playseat 1 HS-1100-2 Deck to Deck Hardware I 4 R5O7BOBOB - I I HS-1004-R Collars 172 GF-7001 Flat Cap, R5 2 GF-7002 Dome Cap, R5 - - 11 Page 2 of 6 1q1'j A'W Bill of Materials (continued) Item Description Quantity -IuuD-rcDr--UI -uI rosi, 5TE, iifl DIin) S-1007-R5-07ft Post, 07ft R5 2 S-1009-R5-09ft Post, 09ft R5 2 S-1011-R5-11ft Post, lift R5 5 J S-1012-R5-12ft Post, 12ft R5 14 S-1014-R5-14ft Post, 14ft R5 1 I S-1018-R5-18ft Post, 18ftR5 6 S-1020-R5-20ft Post, 20ft R5 1 S-1023-R5-23ft Post, 23ft R5 6 S-1101-R5 Square Deck 3 S-1102-R5 Tr-Deck ii S-1103-R5 Hex Deck, Half (5 Post) 4 S-1109-R5 Balcony Deck 4 S-1110-R Filler, 12in I S-1206-481W ADA Stairs, 48in Rise w/ Infinity Walls S-1208-SRP Sensory Ramp 144in (Ground, Playful, Inc.) i 1 S-1210-72 Climber, Vertical Ladder 66-72in 2 F' S-1242-6R5 Deck to Deck Ladder (72in Rise) 1 S-1248-7 Climber, Poly Climbing Wall 78-84in 1 S-1283-R5 Climber, Matrix Rope Net Wall S-1301-64R5 Wall, Steel (64in, Behind Ladder) 1 S-1301-IU21 Wall, Infinity (Below Deck, Above Panel, 72) 1 S-i 301-IU36 Wall, Infinity (Below Deck, Above Wall, 78) S-1301-1U42 Wall, Infinity (Below Deck, Above Wall, 84) 1 S-1301-IU72 Wall, Infinity (Above Wall, Below Barrier) 1 S-1301-1U53175 Wall, Infinity (Above Panel, Roto Roof) 3 S-1301-lUS3475 H- Wall, Infinity (Above Wall, Roto Roof) 1 5-1301-lW Wall, Infinity (Standard) I 1 S-1301-R5 Wall, Steel 36in (Standard) S-1301-R5P1675 - Push-Out Barrier (Above Wall, Single Bar) 2 Page 3 of 6 PLYCRAFT Bill of Materials (continued) Item Description Quantity S-1309-IW-1L Infinity Half Wall (Left) 1 S-1309-IW-1R Infinity Half Wall (Right) 1 S-1309-IW-R5 Infinity Half Walls (Pair) 4 S-1362-13112-115 Push-Out Barrier (w/ Seat) 1 S-1362-16132-R5 Push-Out Barrier (Bug Eye) 1 S-1409-90R5 Traverse, Ring (90 deg. Curved) 1 S-1417-R5 Traverse, Wall (Single Section) 1 S-1419-1190 Traverse, Disc (90 Deg) 1 S-1420-115 Traverse, Horizontal Ladder (Small, 360 Deg) 1 S-1509-90TR5 Bridge, Burma W/ Traverse (90in) 1 S-1604-R5 I Chime Panel 1 S-1608-R5 Memory Panel 1 S-16571-GEAR Rocket Gear Panel 1 S-16571-OB Rocket Observation Panel 1 S-16571-SIDE Rocket Side Panel 1 S-16572-TB42 Space Port Tower Base (42in) 1 S-1661-115 Panel Pal, Bell 1 S-1663-115 Panel Pal, Maze 1 S-1664-115 Panel Pal, Tic-Tac-Toe 1 S-1665-115 Panel Pal, Dialer 1 S-1666-115 Panel Pal, Spinner 1 S-1667-115 I Panel Pal, Driver 1 S-1668-115 Panel Pal, Match Game 1 S-1669-115 Panel Pal, Mirror 1 S-1685-R5 Mosaic Panel 1 S-1689-DUT-R5 , Bank Drive-Up Teller Panel - I 1 S-1689-TSSWG I Train Station Switch Panel I 1 4 S-1689-VLT-R5G I Bank Vault Crawl - Thru Panel 1 S-1706-56R-R5 Slide, Twister Spiral 72in (R) 1 - S-1707-13SKY-SPR5 Slide, Tube 156in (Spiral, Skylights, Right) 1' Page 4 of 6 Bill of Materials (continued) Item Description Quantity S-1707-13SKY-SR5 Slide, Tube 156in (S-Shaped, Skylights, Right) 1 S-1707-71-115 Slide, Tube 84in (L-Shaped, Right) 1 S-1803-R5 Roof, Hex 2 S-1806-R5 Roof, Extended Hex t 1 S-1962-115 Playseat 1 S-1963-R5 Seat on Post 1 S-1974-R5 Gyro-Pod Spinner 1 S-1980-R5 Counter Connection MT-1 1 HS-1100-2 Deck to Deck Hardware 11 R5085B47A HS-1004-R Collars 66 GF-7002 Dome Cap, RS 13 S-1010-R5-10ft Post, 1 Oft R5 i 5 S-1011-R5-11ft Post, liftR5 5 S-1013-R5-13ft Post, 13ftR5 2 4 S-1020-R5-20ft Post, 20ft R5 1 S-1021-R5-21ft Post, 21ftR5 1 S-1101-R5 Square Deck 6 S-1105-R5 Half Deck 4 5-1209-241W Infinity Transfer Station, 36in-L - 1 S-1212-3R5 Climber, Vertical Step 30-36in 1 S-1232-3-HR Climber, Track 30-36in (w/ Hand Rails) 1 S-1306-R5 Double Slide SitDown Hood 1 S-1600-CUST1-R5 Custom Panel R5 (HDPE) 1 S-1600-R5 Crawl Thru Panel 1 S-1608-115 -I Memory Panel 1 S-1618-BEACHR5 Seek Panel (Beach) 1 S-16461-ACCOL-R5 Access Panel (Right, Outside) 1 L S-16461-HW-R5 Half Walls (Pair) 3 S-16461-STEP - - - - Step Panel (12in) - 4 Page 5 of 6 Bill of Materials (continued) Item Description Quantity S-1646-R5TC Treasure Panel 1 S-1663-R5 Panel Pal, Maze 1 S-1664-R5 Panel Pal, Tic-Tac-Toe 1 S-1676-RDRGHD Bow Panel (w/ Dragon Head) 1 S-1676-RDRGTL Stern Panel (w/ Tail) 1 - S-1676-RVKSAIL Ship Sail I 1 S-1676-RVKSAIL Viking Sail I 1 S-1702-3R5 Slide, Double 36in 1 S-1812-RSHP Ship Wheel (Post Mounted) - 1 S-1831-R5 Telescope (Post Mounted) 1 HS-1100-2 Deck to Deck Hardware 9 bench A3-4286-6G 4286-6G 6ft Bench (w/ Back, GM) 1 bench2 A3-4286-6G 4286-6G 61t Bench (w/ Back, GM) 1 bench3 A3-4286-6G 4286-6G 6ft Bench (w/ Back, GM) 1 bench4 A3-4286-6G 4286-6G 6ft Bench (w/ Back, GM) 1 bench5 I A3-4286-6G t 4286-6G 6ft Bench (w/ Back, GM) T 1 bench I A3-4286-6G 4286-6G 61t Bench (w/ Back, GM) 1 bench7 A3-4286-6G 4286-6G 6ft Bench (w/ Back, GM) 1 Page 6 of 6 PLAYGROUND. PLAYCRAFT® A FLAYCORE Company January 21, 2020 RE: Playcraft Systems—IPEMA, USCPSC, Safety and Accessibility Compliance Dear Customer: The playground equipment manufactured under the name Playcraft Systems, when properly installed, and over compliant surfacing, meets or exceeds the current design of safety guidelines found in the CAN/CSA Z614-14, ASTM F-1487-17, ADA and the Consumer Product Safety Commission (USCPSC), where applicable, for playground designed for public use. Additionally, Playcraft Systems is a member of the International Play Equipment Manufacturers Association (IPEMA), with IPEMA Certified products. IPEMA provides Third Party Certification service whereby a designated independent laboratory validates a manufacture's certification of conformance to ASTM F-1487. We also offer a wide range of accessible equipment designed to meet the latest guidelines developed by the Federal Access Board. Please feel free to contact me with any questions. Sincerely, C.J. Schatza Vice President/General Manager Playcraft Systems. LLC (541) 955-9199, ext. 101 123 North Valley Drive, Grants Pass, OR 97526 www.playcraftsytems.com 541-955-9199 SYSTEMS Manufactured By Krauss Craft, Inc. THIS CERTIFIES THAT American Park Specialities HAS SUCCESSFULLY DEMONS TRATED THE TECHNICAL PROFICIENCY AND INSTALLATION EXPERIENCE TO MEET THE CRITERIA ESTABLISHED BY KRAUSS CRAFT INC. TO BECOME A FACTORY AUTHORIZED PLAYGROUND INSTALLER. ISSUE DATE: January 1, 2013 ~~S, N;~ow.ao M PLAYCRAFT SPECIFICATIONS 2/03/2021 Playcraft Systems' commitment to craftmanship and commitment extends throughout all product offerings. and industry leading manufacturing techniques, our Round 5, Round 3.5, Revolution, and Freestanding ED to be in conformance with ASTM F1487 and CSA Z614-14 Standards. SECTION 1 - GENERAL SPECIFICATIONS (Playground Equipment) I Hardware/Fasteners all metal hardware shall be stainless steel, zinc plated, or galvanized as required to resist rust aU Pinned tamper resistant hardware with thread lock patch shall be used for all principal connections. U UV-Stabilized, polypropylene based plastic consisting of two parts, a base and crown. Specified hardwU to post support and finished with a crown to form a smooth tamper-resistant attachment point. All han] individual component-specific hardware packages. Rotationally Molded Polyethylene shall be manufactured from hot compounded linear low-density polyethylene resins. Hot compounded polyethylene resins include UV inhibitors and anti-static additives providing superior pen] resistance (tested to a long term UV16 rating), and a more uniform, colorfast appearance and thicknes low-density polyethylene plastic components shall be available in a variety of colors and have an aveEj components shall comply with ASTM D 638-02 (minimum 2500 PSI tensile strength), ASTM 0-790 (Flex Modu (Heat Distortion Temperature Test), ARM-STD (Low Temperature Impact Test). High Density Polyethylene - (HOPE) Sheet Stock Parts All HDPE components shall be manufactured from 1", 3/4, and 1/2' thick, high-density, hot extruded polyethylene sheet plastic specially formulated for optimum UV stability aU shall be cut or machined to size with routed design elements and available in a variety of solid or d9 shall comply with ASTM D1505 (density of .955 g/cc), ASTM D638 (tensile strength of 4000 PSI), D790 U (Heat Distortion Temperature Test). Powder Coating all steel, aluminum, and die cast components shall be thoroughly prepared prior to receiving final powder coat finish. Preparation includes quality inspection of every component and connection, grinding and hand filing oU material and spatter, cleansing in a multi-step process which includes a hot phosphatizing bath and nj seal for added corrosion resistance. Components shall be preheated and fully dried prior to receivingU applied epoxy primer coating (covering entire component - not just welds) for superior powder adhesio 8-11 mil thick architectural grade Super Durable polyester TGIC powder shall be electrostatically appU thickness of 11-16 mils. All polyester powder coatings shall comply with ASTM standards: D-522 (Flexi (Impact Resistance Test), B-ill (Salt Spray Weatherability Test), D-3363 (Pencil Hardness Test), D-2 D-3359B (Adhesion Crosshatching Test). Powder coatings are available in a variety of colors. Playluff" Coating shall be applied to specific metal components with a 120-160 mil thickness. Prior to PlayTuff" coatin components shall be thoroughly prepared and cleaned in a multi-stage phosphatizing wash, followed by U Playcraft formulated primer. Upon preheating to a minimum of 350 degrees, components shall be dipped U Chloride liquid followed by a 400 degree salt cured bath. All Play-Tuff'' Coated Parts shall comply wit Test), ASTM D-412 (Tensile Strength Test). PlayTuW" Coatings shall provide a slip resistant surface U colors. Tubular Steel and Metal Components shall be heavy-gauge and pre-galvanized including internal corrosion protection. Tube shall be formed and/or fabricated into required components and finished as specified. All tubular steel comU standards: A-500/A-513 (Steel Tubing). Prior to receiving Powder Coating or PlayTuffT" Coating, all meD plated, cadmium plated, or galvanized to resist rust and corrosion. Steel Walls shall be fabricated using 1.029' O.D. 14 gauge tube steel welded vertically on 4" centers between vefl gauge tube steel balusters and horizontal 1.315 O.D. 12 gauge tube steel rails, top & bottom. BrackeD each rail and between the verticals to provide attachment points. Walls shall be finished with a multU finish. Vertical Deck Fillers shall be designed to eliminate the crawl space between decks at different elevations. All deck in-fiD made from 12 gauge sheet steel and powder coated after fabrication. Punched Steel Surfaces steel decks, bridges, ramps, and steps shall be constructed using heavy duty, single piece 12-gauge U carbon sheet steel which shall be formed and fabricated into required designs. Below surface supportiD utilizing 12 gauge sheet steel to insure structural integrity. All punched steel standing surfaces anfl PlayTuff'" coating with a thickness of 120-160 mils and a uniform 5/16' diameter hole pattern. Deck fac attachment slots to accommodate face mounting components. There shall be no unsupported area larger t deck surfaces. All sheet steel shall conform to ASTM A1011-02. Post Caps shall be precision die-cast from high strength A-369.1 aluminum alloy and powder coated as specifiedU Playcraft Systems' exclusive self-sealing design with an overlapping lip (Factory installed and secure King Collars"' shall be precision die-cast from high strength A-369.1 aluminum alloy and powder coated as specifiedU to include Playcraft Systems' exclusive dove tail design and face to face connection eliminating strin hardware. King Collars" shall exhibit a tensile strength of 47,000 PSI and a yield strength of 28,000 Page 1 Climbing Grips shall be precision die-cast from high strength A-369.1 aluminum alloy and coated in a functionalizedU copolymer thermoplastic coating. All thermoplastic coatings shall comply with ASTM standards: ASTM B fl Test), B-117 (Salt Spray Weatherability Test), ASTM D-638 (Tensile Strength Test). A-369.1 aluminum strength of 47,000 PSI and a yield strength of 28,000 PSI. Chain Swings, Chain Nets, Chain Walks and Suspension Bridges shall be 4/0 and/or 5/0 galvanized steel. ChaD PlayTuff' coating coated as required. Steel-reinforced ropes shall be manufactured with tightly woven, polyester-wrapped, six-stranded galvanized steel cable. RoD extremely durable, vandal and abrasion resistant, color stable, and available in a variety of colors. Page 2 Aluminum Post Mechanical Properties: Yield Strength (mm): 35,000 PSI Tensile Strength (mm): 38,000 PSI % Elongation in 2 Inches: 10 Modulus of Elasticity: 10 x 106 PSI Steel Post Mechanical Properties: Yield Strength (mm): 50,000 PSI Tensile Strength (mm): 55,000 PSI % Elongation in 2 Inches: 25 Modulus of Elasticity: 30 x 106 PSI Posts, Attachment Fittings and Footing Requirements I ROUND-5 PLAY SYSTEM - General Specifications SPECIFICATIONS: Round-5 Aluminum Posts shall be constructed of 5" O.D. round 6061-T6 aluminum tubing with a .125" wall thickness. Each post shall be thoroughly prepared prior to receiving fi9 powder coat finish. All post shall include a self-sealing post cap. Post bases shall include a footing pin for securing p9 cement and shall include a minimum loose fill resilient surfacing sticker to be field installed as required. All aluminum posts shall exhibit the following mechanical properties: Tensile Strength of 38,000 PSI (minimum), Yield Strength of 35,000 PSI (minimum). All posts shall be available in a varijj of colors. Round-5 Steel Posts shall be constructed of 5' O.D. round 11-gauge steel tubing and shall receive a galvanized Flo-Coat inside and out after rolling. Each post shall be thoroughly prepared prior to receiving final powder coat finish. All posts shall include a self-sealing post cap. Post bases shall include a footing pin for securing posts in cement and shall include a minimum loose fill resilient surfacing sticker to be field installed as required. All steel posts shall exhibit the following mechlj properties: Tensile Strength of 55,000 PSI (minimum), Yield Strength of 50,000 PSI (minimum). All posts shall be available in a variety of colors. Round-5 Attachment Fittings (King Collars"' and Sockets) shall be two-part and precision die-cast from high strength 369.1 aluminum alloy with an ultimate tensile strength of 47,000 PSI and a yield strength of 28,000 PSI. Se)J collars form a unique and versatile method of component-to-post attachment, allowing multiple compone9 cleaner, more balanced design. King Collars"" and Sockets shall be powder coated and available in a var Round-5 Play System Footing Requirements shall vary depending on deck heights, components, and events attached to the structure. Most Round-5 components and posts are available for surface or in-ground mounting. Page 3 Posts, Attachment Fittings and Footing Requirements I REVOLUTION SYSTEM - General Specifications SPECIFICATIONS: Revolution Direct-Bolt Double-Wall Post System (Patent Pending). shall be constructed utilizing (4) primary components: Double-wall mounting sleeves, Core post, Top cap, and Bottom cap. Each mounting sleeve shall be preciEl high-strength A369.1 aluminum alloy specially formulated to withstand corrosion in harsh climates/envU be 5" diameter and individually finished with a smooth machined surface. All mounting sleeves shall in component attachment holes. Nylon Plugs shall be included for attachment holes not utilized during plfl shall be constructed of 3-1/2' O.D. 11-gauge galvanized steel tubing exhibiting the following mechaniEl 55,000 PSI and Yield Strength of 50,000 PSI. Top cap shall be precision die-cast from a high-strengthI formulated to withstand corrosion in harsh climates/environments with a powder coated as specified. P Systems' exclusive self-sealing design with an overlapping lip and are factory installed and secured i caps are available in a variety of colors. Bottom Cap shall be precision die-cast from a high-strengt formulated to withstand corrosion in harsh climates/environments with a powder coated as specified anD Steel Post Mechanical Properties: Yield Strength (mm): 50,000 PSI Tensile Strength (mm): 55,000 PSI % Elongation in 2 Inches: 25 Modulus of Elasticity: 30 x 106 PSI Tubular Steel and Metal Components shall be heavy-gauge and pre-galvanized including internal corrosion protection. Tube shall be formed and/or fabricated into required components and finished as specified. All tubular steel componEl standards: A-500/A-513 (Steel Tubing). Prior to receiving Powder Coating or PlayTuff" Coating, all metal components shall be zinc plated, cadmium plated, or galvanized to resist rust and corrosion. Revolution Play System Footing Requirements shall vary depending on post heights, components, and events attached to the structure. Most Revolution components and posts are available for surface or in-ground mounting. Page 5 I CONCRETE FOOTINGS I 06.1 IMPORTANT: The footing depth for support posts and other equipment must be adjusted to compensate for depth / thickness requirements of the selected impact attenuating safety surface. (i.e. wood chips vs. rubber matting). Rubber Surfacing Approx. Depth 2-3" Base MaterialPost Support Pipe I Approx. Depth 6 .,_.,. Top of Surfacing Top of Base ',._ ... . - Figure 6.1. 4 4 •. ,_ (_ 4' a a. _. - Slope Top Footing of X .' for Drainage* . . Concrete................ I Footing Footing - F. , . " Pin Support Block , AX Recommended Undisturbed Soil —0,121 MIN. Support Block Recommended Undisturbed Soil * If base material is concrete, 18' t4IN. footing does not to be sloped IMPORTANT: Use more concrete as required for supporting activities with movement such as the Track Rides, Traverses, Chinning Bars and Swings. 2 See specific Swing Assembly Instructions for swing post footings and ground cover requirements. - Larger footings (more concrete) may also be required due to weather conditions and poor (unstable, loose or 3 granitic) soil. Before changing footing dimensions we recommend that the footings be reviewed and approved by a registered Engineer. Base of the footing must be below the frost line. Determine depth of frost line for your area and adjust footing depth (not post and support depth) as required. PLAYCRAFT SYSTEMS Manufactured by Krauss Craft, Inc. Phone: (541) 955-9199 Fax: (541) 955-6130 104/09/2008 A Custom Canopies Intl. Inc. "SAFEST UNDER THE SUN" STANDARD SHADE SAIL & SHADE STRUCTURE SPECIFICATIONS Quality assurance All shade structures & shade sails shall be installed and rigged by a trained competent person. All equipment shall be free of sharp edges and corners, or extremely rough surfaces. All materials shall be new and conform to all standards as specified. The steel frame and concrete foundations for the shade structures or shade sails shall be designed by an engineer licensed in the state of installation. The steel frames and related concrete foundations for the shade structure to be designed in conformance with the latest version IBC or per local requirement. Wind Design Speed: 80 to 130 miles per hour or per local requirement. Basic live load: 5 psf Exposure: C Materials Steel: All carbon structural steel shall be ASTM A-36, except steel pipe columns, which shall be ASTM A-53, grade B, unless otherwise noted. All welds are performed using E70XX electrodes or gas metal arc welding using ER 70S3 wire. All fillet welds shall be a minimum of three-sixteenths (3/16) inch unless otherwise noted. Tensioning cable & hardware: Shall conform to FED. Spec. RR-W-410 Steel cable is determined based on calculated engineering load. For high and medium loads, 1/4 (minimal) galvanized 7x19 cable is to be used. For heavy loads, 5/16 - 3/8" (minimal) galvanized 7x19 cable is to be used. Cable connectors and fabric hardware shall be stainless steel or galvanized. Shade structure fabric shall meet the following list of requirements: High-density polyethylene to block out 90% of ultra violet rays. Monofilament and tape construction giving a stable material. Rachell knitted to ensure material will not unravel if cut. Strip tensile Strength: Warp lb/inch 278 lbs Per ASTM D5034 Weft lb/inch 340 lbs Per ASTM D5034 Fabric Mass Minimum: 9.6 oz / sq. yd. Fading: Minimum fading allowed after 5 years. Temperature stability: Minimum temp. -13 F Maximum temp. 176° F Fire rating: CAFM Title 19 CFSM, Section 1237 NFPA-701 #2 Weatherability: ASTM G53 All corners shall be strengthened with 13-16 oz non-tear vinyl material. Page 2 Thread: Gortex Tenara thread Shall be high density, low shrinkage, abrasion resistant, UV radiation immune, unaffected by cleaning agents, acid rain, mildew, chlorine, saltwater, and industrial pollutants. Should be warranted fora period often (10) years. Coatings Non-galvanized steel Where size of structure or determined loads require larger structural steel members or greater than 7 gauge thickness, carbon steel may be substituted. Cleaning and coating of carbon steel shall conform to the following: Degrease with mild alkaline cleaner at 140 degrees. Iron phosphate rinse to create a conversion layer on the steel. Prebake in oven at 350-400 degrees to burn off additional contaminants. Powdercoat with a TGIC polyester powder top coat. Mm. of 2.5 millimeters thick. Pre -galvanized steel Steel already has a triple layer of zinc protection with a polymer clear coat, which acts as a primer. Clean with a mild alkaline solution. Prebake in oven at 350-400 degrees to burn off additional contaminants. Powdercoat with a TGIC polyester powder top coat. Mm. of 2.5 millimeters thick. Installation: Install shade structures in a timely manner and coordinate with the work of other trades. Securely fasten all parts to be attached. Make sure all parts interact freely and smoothly without binding, sticking or excessive clearance. Install each shade structure and hardware item in compliance with the manufacturers' instructions and recommendations. Page 3 Warranty The structural integrity of the steel shall be warranted for twenty (20) years. The fabric and sewn composite shade covering shall have a limited warranty for 10 years. The product, when used in its designed capacity, must be guaranteed for a period of 10 years from original installation against: The steel frame corroding or deteriorating under normal conditions. The steel frame from deteriorating from faulty workmanship. Inappropriate design of supporting structure. All fabric tops shall be warranted for winds and gusts up to engineering requirement. The fabric warranty is void if winds or gusts are in excess of engineering. Excessive loss of color in the fabric under normal exposure conditions, including sunlight, rot and normal atmospheric chemicals that may render it unserviceable. Any wearing or blowouts due to wind caused by improper installation or design. Under extreme wind conditions that exceed our design capacity, it is advisable to remove the shade fabric from the structure. Structures are not warranted for damages caused by snowfall, cyclones, typhoons, or other acts of God. For canopies not engineered for snow loads, the fabric must be removed during months when snow or heavy wind and storms are expected. The contractor reserves the right to repair or replace any item covered by the warranty. Shade structures located in areas where they may be subject to damage during construction by handling, cleaning, etc. (i.e. painting, cleaning of concrete block) shall be protected and or removed from the location until the hazardous condition is terminated. Maintenance Canopies and shade sails must be inspected and maintenance must be done at least once a year. Refer to the maintenance book supplied. MIMC1111iYA11tv I iTflhiIii1TUI!IUT1ttIti1!r October 7, 2022 TO: Mr. All Bemanian Pacific Play Systems, Inc. 3288 Grey Haw Court Carlsbad, CA 92010 Via Email: abpacificp1a3inc.com Project No. 0205022 SUBJECT: Summary of Compaction, Filling of the Pool SUBJECT: Preliminary Geological/Geotechnical Investigation Proposed Playground Installation Legoland - One Legoland Drive, Carlsbad, CA 92008 February 28, 2022 Dear Mr. Bemanian: In accordance with your request, we have performed periodic site inspections to observe the filling of the pool within the Legoland park. The project consists of the conversion of the Aquazone Wave Racer attraction to a playground and picnic area. The purpose of our work was to determine the suitability of the graded sub- base and the existing geotechnical conditions. Our investigation consisted of a site reconnaissance, review of the referenced material, field observation of the compacted material, and engineering and geologic analysis of field data. The ensuing report summarizes our findings, conclusions, and recommendations. In general, we found the property suitable for the proposed project provided that the recommendations contained herein are adhered to. We are presenting herein our findings and recommendations. PROJECT AND SITE DESCRIPTION: The project is regarding conversion of the Aquazone Wave Racer attraction to a playground and picnic area within the Legoland theme park in Carlsbad California. When operational the attraction consisted of a shallow pool with two "racer" concrete loading pads that were connected to main park with metal bridges. The racers attached to and revolved around the concrete loading pads. The loading docks consisted of circular concrete platforms. The features associated with the Aquazone Wave Racer have been abandoned, demolished and/or removed. The pool void area was approximately 4 feet deep and has recently been backfilled with granular soil to facilitate the construction of a playground and picnic area. The playground will feature several Playcraft play structures, 10' x 10' cantilever shade umbrellas, and a rubberized surface placed over aggregate base. A layout of the proposed playground improvements is presented in the below plan. The play structures will be supported with metal post and pipe supports 1930 Watson Way, Suite A, Vista, CA 92081 Phone 760-599-8566 Fax 760-599-8901 R Civil Engineering Design Group embedded in concrete pier foundations. Playcraft recommends a minimum pier embedment of 30 inches below the pavement subgrade elevation and minimum diameter of 18 inches for post supports. A minimum pier embedment of 18 to 30 inches below the pavement subgrade elevation and minimum diameter of 12 inches for the support pipes. Playcraft specifies the piers be embedded in "undisturbed soil". SITE DESCRIPTION AND HISTORY The project site is located within the 128-acre Legoland theme park, California. Legoland is located at One Legoland Drive in the City of Carlsbad. The park is bounded on the north by commercial developments and Cannon Drive, on the east by The Crossings Drive, on the south by Palomar Airport Road, and on the west by Legoland Drive. Development on the Legoland theme park reportedly occurred during the late 1990s; the park officially opened in 1999. Prior to construction the park area was crossed by a major south draining canyon, which was filled to create the current condition. The subject site was located on the east wall of the canyon and was likely developed with only minor grading. The project site encompasses a level area of about 8,500 square feet near the southeast portion of the park area. Figure No. 1 (attached) shows the regional site vicinity and the approximate location of the Aquazone Wave Racer attraction within the Legoland Theme Park. A reported estimated 4 to 5 feet of fill was placed on the site to backfill the pool and demolition void. Portions of the pool bottom remained and have since been covered with imported backfill soil. FIELD TESTING We were not provided with any documentation regarding the backfill placement and "certification" of proper compaction. Therefore, this backfill is considered "undocumented" and cannot be used for support of structural improvements. CONCLUSIONS AND DISCUSSIONS Our general conclusions and summary of findings regarding the area of the proposed playground on the subject Legoland property and proposed remediation options are summarized below. Specific recommendations for site preparation and foundation design follow this section. The demolished Aquazone pool (future playground) site has been recently backfiled with up to 4.5 feet of fill soils that consist of good quality 1930 Watson Way, Suite A, Vista, CA 92081 Phone 760-599-8566 Fax 760-599-8901 R Civil Engineering Design Group ii manufactured sand with some aggregate-sized particles. The fills are underlain at depth with competent sedimentary formational deposits and/or controlled fill materials. The construction plans by Pacific Play Systems (2022) propose post supports be embedded in concrete piers. The plans specify a minimum pier embedment of 3-feet below the pavement subgrade. The plans also specify the piers shall bear on "undisturbed" soil. As stated above the undocumented, recent backfill shall not be used to support structural improvements. Therefore, it is recommended the pier supports extend through the pool and demolition backfill section and be founded on the original ground below the bottom of the removed pool. Also, if a portion of the old pool bottom is encountered the pier may be supported on the existing buried slab with no additional soil penetration. The circular concrete pad, loading platforms remain. It is our opinion these platforms are suitable to support any of the playground structures that encroach onto this area. Therefore, if any playground structures will be located over the concrete platform it may be possible to anchor the structure to the concrete in lieu of a deepened pier foundation. If such is the case the structural engineer shall provide details for the attachment. Large portions of the bottom of the pool have been removed. This has created a large earthen bottom to allow for drainage through the subsoil. RECOMMENDATIONS We are providing the following remedy for the foundation support of the proposed playground structures. Embedment of Foundation Support into Original Ground Option Deepening of the foundation is required for the support posts into the competent original soils underlying the recently placed backfill. The deepened footing may terminate and bear on remaining portions of the pre-existing pool slab. An adequate depth of embedment shall be determined by the geotechnical engineer and/or structural engineer. The depth of embedment should be verified in the field by the geotechnical engineer or engineering geologist. 1930 Watson Way, Suite A, Vista, CA 92081 Phone 760-599-8566 Fax 760-599-8901 M6111 ill it t1Is1!1 1GSIVAIMMSIJ1RIUICUUJnV4i!I FOUNDATIONS It is our opinion the support posts may be supported by the proposed concrete pier footings provided that they be founded in competent original ground. The on-site materials generally possess a low expansive potential and therefore, consideration for heaving soils is included in our recommendations. Dimensions and Embedment Pier foundations shall be designed to minimum specifications as detailed by the Playcraft plans. Playcraft recommends a minimum pier embedment of 30 inches below the pavement subgrade elevation and minimum diameter of 18 inches for post supports. A minimum pier embedment of 18 to 30 inches below the pavement subgrade elevation and minimum diameter of 12 inches for support pipes. Playcraft specifies the piers be embedded in "undisturbed soil". The foundations shall also extend through the undocumented backfill section and be embedded on competent "original" ground materials at a depth of approximately 4 to 5 feet below the existing grade. Deepened pier foundations may also terminate if the pool slab is encountered. Design pier diameters may be used for deepened footings. Soil Bearing Value A bearing capacity of 2000 psf may be assumed for footings when founded a on firm natural ground or properly compacted fill. This bearing capacity may be increased by one-third, when considering wind and/or seismic loading. Lateral Load Resistance Lateral loads against foundations may be resisted by friction between the bottom of the footing and the supporting soil, and by the passive pressure against the footing. The coefficient of friction between concrete and soil may be considered to be 0.4. The passive resistance may be considered to be equal to an equivalent fluid weight of 100 pounds per cubic foot as assigned to the portion of the footing extending through undocumented fill. A value of 325 pounds per cubic foot may be used for footing embedded entirely in documented and properly compacted fill. These values assume the footings are poured tight against undisturbed soil. If a combination of the passive pressure and friction is used, the friction value should be reduced by one-third. 1930 Watson Way, Suite A, Vista, CA 92081 Phone 760-599-8566 Fax 760-599-8901 J ¶'IlI cJsIvnLsS1T1RIutcITgupq4j Foundation Reinforcement Reinforcement requirements for foundations should be provided by a structural engineer. Anticipated Settlements Based on our experience with the soil types on the subject site, the soils should experience settlement in the magnitude of less than 0.5 inches under proposed structural loads. It should be recognized that minor hairline cracks normally occur in concrete slabs and foundations due to shrinkage during curing and/or redistribution of stresses and some cracks may be anticipated. Such cracks are not necessarily an indication of excessive vertical movements. Plan Review The finalized, structural plans (if available) should be submitted to this office for review to ascertain that the recommendations provided in this report have been followed and that the assumptions utilized in its preparation are still valid. Additional or amended recommendations may be issued based on this review. If you should have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, Civil Engineering Design Group Massood Gaskari, P.E. ,ou b NO. 047303 EXP. 12/31/23 1930 Watson Way, Suite A, Vista, CA 92081 Phone 760-599-8566 Fax 760-599-8901 LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specifications. Such plans and specifications should be made available to the Geotechnical Engineer and Engineering Geologist so that they may review and verify their compliance with this report and with Appendix A and the 2019 California Building Code. It is recommended that Civil Engineers Design Group be retained to provide soil-engineering services during the construction operations. This is to verify compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and on the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the Geotechnical Engineer so that he may make modifications if necessary. This office should be advised of any changes in the project scope or proposed site grading so that we may determine if the recommendations contained herein are appropriate. It should be verified in writing if the recommendations are found to be appropriate for the proposed changes or our recommendations should be modified by a written addendum. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they are due to natural processes or the work of man on this or adjacent properties. In addition, changes in the Standards-of-Practice and/or Government Codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the locations where our borings, surveys, and explorations are made, and that our data, interpretations, and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but shall not be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. It is the responsibility of the stated client or their representatives to ensure that the information and recommendations contained herein are brought to the attention of the structural engineer and architect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry out such recommendations during construction. The firm of Private Eyes Engineers shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to the issuance of this report. Our firm will not be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the Contractor. The Contractor should notify the Owner if he considers any of the recommended actions presented herein to be unsafe. SAN DIEGO REGIONAL OFFICE USE ONLY 7. HAZARDOUS MATERIALS RECORD ID # QUESTIONNAIRE BP DATE I Business Name Business Contact Telephone # Pacific Play Systems, Inc. Alex Campos 760-599-7355 Project Address (include suite) City State Zio Code APN# One Leaoland Dr Carlsbad CA 92008 Mailing Address (include suite) City State Zip Code Plan File# 3288 Grey Hawk Court Carlsbad CA 92010 Project Contact Applicant E-mail Telephone # Alex Campos alexc@pacificplayinc.com 760-599-7355 the following questions represent the facility's activities, NOT the specific project description. 21: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are cant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics J4, Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives If the answer to any of the Diego, CA 92123. El CaIARP Exempt Date Initials El CalARP Required Date Initials El CaIARP Complete Date Initials questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 170, S Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) El N Is your business listed on the reverse side of this form? (check all that apply). El S Will your business dispose of Hazardous Substances or Medical Waste in any amount? El S3 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? El ll Will your business store or handle carcinogens/reproductive toxins in any quantity? El IJ Will your business use an existing or install an underground storage tank? ElEJ Will your business store or handle Regulated Substances (CalARP)? El N Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? El ES Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at apcdcomn(Ssdcounty.ca.00v; (858)586-2650: or 10124 Old Grove Road, San Diego, CA 92131. YES NO El S3 Will the project disturb 100 square feet or more of existing building materials? El N Will any load supporting structural members be removed? El El (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building inspector course? El El (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. 0 N Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. El 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary? Briefly describe business activities: Briefly describe proposed project: Commercial play equipment supplier Installation of new playground equipment and surfacing. I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct. -Al FYANflRF ('AMPflS - . 01 / 11 / 2022 Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_______________________________________________________________________ BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply HM-9171 (10/19) County of San Diego - DEH - Hazardous Materials Division LEGOLAND CARLSBAD PRESENTED BY: PACIFIC PLAY SYSTEMS, INC. Pacific Play Systems, Inc. is a leader in design and installation of commercial playground equipment in southern California. JAN . 3 2021 CITY OF CARLSBAD BUILDING DIVISION 3288 Greg Hawk Court San Diego, CA 92010 USA 1-760-5W-7355 MVificiolayinc.cor ~~~ M Ot ~M~ 3208 Grey Hawfl Coon. Carlsbad, CA 92010 email: sales@paciticiflavinc.coni Well: WWW.11aCitiCIllaVinC.COm Phone: 160-599-1355 Fax: 160-599-1385 About Pacific Play Systems, Inc. Pacific Play Systems is a leading supplier of cutting edge commercial playground equipment, indoor playgrounds and resilient surfacing in southern California. We offer a full range of products that allows us to deliver a complete package that includes free consultation and design, equipment, safety surfacing, shade systems, site furnishings and amenities, as well as complete installation. When it comes to the planning and installation of high quality accessible commercial playground equipment, Pacific Play Systems offers a design build service which starts out with a free consultation and evaluation of existing site facilities, followed by a design proposal customized to the client's budget and special needs, all at no cost or obligation. Our seasoned staff has a proven track record with over twenty-five years of experience in the commercial playground equipment industry with expertise in design, manufacturing and construction. We also work closely with the factory designers and engineers at Playcraft to deliver the highest quality products and professional services to our clients. At Pacific Play Systems, we have assembled the highest quality American made products, manufactured by the most reputable and environmental-friendly local and regional playground equipment manufacturers to ensure longevity and years of trouble-free use. Our exciting line of Playcraft commercial playground equipment is manufactured right here on the west coast by Playcraft and comes with the best product warranty available. We also offer soft-play and soft-contained playground equipment, ideal for installation at indoor or outdoor locations. Pacific Play offers a full range of recreational related products and services that allows us to offer customers a complete package that includes equipment, surfacing, shade, site furnishings and installation. Pacific Play's Playcraft line of playground equipment and safety surfacing products meet or exceed the design and safety guidelines per ASTM F1487-17 and US CPSC publication 325 for playground equipment designed for public use. Pacific Play offers a wide range of accessible equipment designed to meet the latest guidelines developed by the Federal Access Board. Pacific Play Systems is a local company, located in Carlsbad, CA. Pacific Play has done extensive number of projects for cities, schools, multi-family homes, home builders, etc. and all the projects were completed on schedule. 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Pacific Play Systems, Inc. was founded in 2010. However, the management team at Pacific Play Systems, Inc. has been engaged in the commercial playground equipment industry since 1991 Business Type Pacific Play Systems, Inc. is a California corporation and was incorporated as an S-corporation in January of 2011 Licenses Pacific Play Systems is licensed as a general contractor in the State of California License number: 957776 Classifications: A, B, C61/D34 and C61/D12 Corporate Officers Ali Bemanian: President, Secretary, Treasurer Elizabeth Bemanian: Vice President Industry Experience and Expertise Management team at Pacific Play Systems has 25 years of experience in the commercial playground equipment industry with expertise in design, manufacturing and installation of commercial playground equipment and related products and services Company President, Ali Bemanian brings a unique perspective to the playground industry with a master's degree in architecture and years of experience and expertise in the related fields of design, construction and manufacturing Products Pacific Play Systems is southern California's sole distributor of Playcraft Systems as well as Dynamo Playgrounds and ID Sculpture. Additionally, we carry the following related products and accessories: Poured-in-place rubberized surfacing, made by Tot-Turf as well as other manufacturers Rubberized tiles manufactured by Sof-Surfaces as well as other manufacturers Various shade products such as shade structures, shelters, canopies and commercial shade umbrellas manufactured by Ultra Shelter, SII and Custom Canopies. National Recreation Systems bleachers and stadium seating, Bark Park (dog park toys), Ultra Site (site furnishings), Webcoat (site furnishings) and more Organic safety surfacing such as playground sand and engineered wood fibers Soft-contained and soft-play indoor and outdoor playground equipment Water park equipment and water play components 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Pacific Play Systems Inc. Cities, Parks & Recreation, Government Entities, Public Schools (Public Works Projects) Furnish and install playground equipment and splash pad for children with special needs City of Temecula, Temecula, CA, approx. cost, Phases I & II, approx. cost: $1,400,000 Furnish and install playground equipment for the City of San Bernardino (7 parks in progress) San Bernardino, CA, approx. cost $1,200,000 Furnish and install playground equipment for the City of Burbank (4 parks in progress) San Bernardino, CA, approx. cost $1, 000,000 Supply playground equipment to City of Encinitas, MacPherson Park and Viewpoint Park Supply and install playground equipment at Moonlight Beach Encinitas, CA, approx. cost $400,000 Supply playground equipment to City of Laguna Niguel, Clipper Cover Park and Seminole Park Laguna Niguel, CA, approx. cost $150,000 Furnish and install playground equipment at City of Santee Mast Park Santee, CA, approx. cost $350,000 Furnish and install playground equipment at City of Arcadia Eisenhower Park Arcadia, CA, approx. cost $250,000 Furnish and install playground equipment for the City of Chula Vista, various parks San Bernardino, CA, approx. cost $500,000 Furnish and install playground equipment at City of San Marcos Hollandia & Walnut Grove Park San Marcos, CA, approx. cost $500,000 Furnish and install playground equipment at City of San Marcos Davia Park, San Elijo & Woodland Park San Marcos, CA, approx. cost $500,000 Furnish and install playground equipment at City of San Marcos Connors Park San Marcos, CA, approx. cost $150,000 Furnish and install playground equipment at City of San Marcos Corky Smith Gym & Civic Center San Marcos, CA, approx. cost $200,000 Furnish and install playground equipment at City of San Marcos Santa Fe Hills Park, ValleyView Park San Marcos, CA, approx. cost $150,000 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Private Schools, Churches, Church Schools Furnish and install playground equipment, Yeshiva Hebrew Academy Los Angeles, CA, approx. cost $250,000 Furnish and install playground equipment, United Children's Academy North Hollywood, CA, approx. project cost $100,000 Furnish and install playground equipment and extensive shade Cornerstone Community Church, Wildomar, CA, approx. cost $250,000 Furnish and install playground equipment, Foothills Christian Church El Cajon, CA, approx. cost $100,000 Furnish and install playground equipment, Emmanuel Faith Community Church Escondido, CA approx. cost $300,000 Faith Community Church, Carlsbad, CA - Evangelical Formosan Church, Garden Grove, CA Emmaus Today Christian Montessori, San Diego, CA - Korean United Methodist Church, San Diego, CA Mater Dei Catholic School, Chula Vista, CA - Peninsula Montessori, Redondo Beach, CA Nativity School, Rancho Santa Fe, CA - Shepherd of the Hills, La Mesa, CA New Hope Church, San Diego, CA - Harvest Christian School, Riverside, CA Harvest Christian School, Irvine, CA - St. Didacus Parish School, San Diego, CA Calvary Church School, Yorba Linda, CA - Concordia Church and School, Chula Vista, CA Misc. Projects Export playground equipment to Mass-Set-Co, Ltd., Tokyo, Japan, approx. cost $1,000,000 Furnish & install playground equipment at the UTC Westfield Mall, Jolla, CA, approx. cost $750,000 Furnish & install playground equipment, liPay Indian Nation of Santa Ysabel, Santa Ysabel, CA Furnish and install playground equipment, Pacific Sports Resort, Del Mar, CA Furnish and install playground equipment, Desert Center Community Park, Desert Center, CA Furnish and install playground equipment, Grand Pacific Resort, Carlsbad, CA Furnish and install playground equipment, Wilshire Terrace, Los Angeles, CA Furnish & install playground equipment for MAAC Project Head Start, several locations, San Diego, CA Supply and install playground equipment donated by Los Angeles Rams in 2016, 2017, 2018, 2019 City of San Jacinto, City of Palm Desert, Several YMCA centers, Life Bridge Preschool, Boys & Girls Club of Greater San Diego Area, San Pasqual Band of Mission Indians, Kids on the Go, North County Serenity House, Corona Norco USD, Kids World Child Development Center, American Technologies, Warner Springs USD, Montney Park Christian School, Miller Children's Hospital, Bell Tower School, Carmel Valley Preschool, Scripps Exploring Academy, Rancho Carrillo HOA, Soboba Indian Tribe Preschool, Fullerton Hills Ap's, Windsong Community Association, - Home Builders Cal Atlantic Homes, Beazer Homes, KB Homes Lennar Homes, Pardee Homes, Richmond American Homes 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com - HOA's, Townhomes, Condominium Buildings Furnish and install playground at several properties for Bridge Property Management Throughout Arizona, California, Colorado, Utah, approx. cost $1,500,000 Furnish and install playground equipment, Eureka Springs HOA, Escondido, CA, approx. cost $300,000 Furnish and install playground at various sites, Ladera Ranch, CA, approx. cost $550,000 Furnish and install playground equipment, Camino Bernardo HOA Furnish and install playground equipment, San Diego County Estates HOA Furnish and install playground equipment, Terraces at Sunny Creek HOA Furnish and install playground equipment, La Costa Valley HOA Furnish and install playground equipment, Rancho Del Cerro HOA Furnish and install playground equipment, Gossamers Grove Park HOA Supply playground equipment for Summerlin Village, Las Vegas, NV Furnish and install playground equipment, Briarwood HOA, Wildomar, CA Furnish and install playground equipment, Meadow Creek HOA, Moreno Valley, CA Furnish and install playground equipment, Renaissance at Redhawk HOA, Temecula, CA Furnish and install playground equipment, Rosena Ranch, San Bernardino, CA Furnish and install playground equipment, Albers at University Park, Chino, CA Ambiance Condominium Homes, San Marcos, CA - Avocado HOA, San Marcos, CA Canyon Rim HOA, San Diego, CA - Carriage Hill HOA, Vista, CA Glen Oaks Townhomes, Sylmar, CA - Harbor View Estates, Santa Ana, CA LA Urban Homes, Los Angeles, CA - Magnolia Manor HOA, Carlsbad, CA Pacific West Development, Temecula, CA - Park Crest HOA, Rancho Cucamonga, CA Windermere HOA, La Jolla, CA - Scripps Highland HOA, San Diego, CA Apartments Acacia Park Apartments, Temecula, CA - Coachella Valley Apartments, Coachella, CA Downey Point Apartments, Downey, CA - El Paseo Apartments, Spring Valley, CA Emerald Vista Apartments, Vista, CA - Frazier Park Apartments, Baldwin Park, CA Indio Desert Palms Apartments, Indio, CA - Lakeshore Terrace Apartments, Lakeside, CA La Roca Apartments, Santee, CA - Lido Apartments, Lake Elsinore, CA Mill Creek Apartments, Vista, CA - Mission Grove Park Apartments, Riverside, CA Hillside Gardens Apartments, San Diego, CA - Latco Enterprises, Los Angeles, CA Barossa Place Apartments, Ranch Cucamonga, CA—the Crossings at Chino Hills, Chino Hills, CA Prooertv Manaeement ComDanies Avalon Management, First Service Residential, Bridge Property Management, Con Am Management, Covenant Management, Keystone Management, Klingbeil Property Management Company, PCM Property Management Company, Pilot Property Management, Prescott Management Company, Town Center Property Management, Westphal Property Management, Walters Management 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Pacific Play Systems. Inc. All Bemanian, President . Responsible for day to day operations of the company, oversees all projects in a supervisory role, oversees the design department and construction of ongoing projects. Pacific Play Systems is southern California's leading supplier of cutting-edge commercial playground equipment, resilient surfacing and related products and services. For more information, please visit the company web site http://www.pacificplayinc.com/ Licensed General Contractor, State of California Classifications: A, B, C61/D34 and C61/D12 Over 25 years of experience in construction management Over 10 Years of Experience in the Field of Architecture Extensive exposure to the design and construction industry Supervised the work of staff architects and designers for many large-scale projects Approx. 10 years of experience in managing commercial and multi-family residential projects Over 25 Years of Experience in the Playground Equipment Industry ./ Over 25 years of experience in the commercial playground equipment industry ,/ Completed approx. $100M worth of commercial playground equipment projects Completed several owner-builder projects, including a small residential sub-division Education Bachelor of Design, School of Architecture, University of Florida, Gainesville, FL, Graduated in 1981 Master of Architecture, School of Architecture, Cal Poly - San Luis Obispo, CA, Graduated in 1986 Elizabeth Bemanian, Vice President # Co-manages the day to day operations of the company, oversees the administration of projects, payroll, public relations, sales, and marketing. Over 25 Years of Experience in the Playground Equipment Industry .,. Over 25 years of experience in the commercial playground equipment industry Completed several multi-million-dollar playground projects Education Bachelor's Degree in English, Flagler College, St Augestine, FL, Graduated in 1981 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Alex Bemanian, Vice President . Responsible for day-to-day management of projects, project administration. Field observation of projects, coordination between customers, contractors, vendors. . Coordination of various trades, project administration and management. / Coordination between staff, clients, contractors, and vendors. Research and development, job walks, bid administration. s Project design, estimating, research and development, sales, marketing. Education Bachelor of the Arts in Communications, Cal State San Marcos, CA Alexandre Campos, VP, Graphics Dept Manager, Sr. Designer, Sr. Project Manager . Senior Project Designer, Estimator, Project Manager, Graphics Dept. Manager. Responsible for day-to-day management of ongoing projects. Responsible for day-to-day management of staff. .,l Assist with running day-to-day operations of the company. Project administration, field observation of ongoing projects. .1 Coordination between staff, clients, contractors and vendors. . Research and development, job walks, bid administration. Management of the RFQ process for proposals and upcoming bids. . Health and safety coordinator for the company. Education Bachelor of Science, Mechanical Engineering, Universidade Federal Fluminense, Brazil Salina Tuladhar, VP, Sr. Designer, Project Manager, IT Manager Senior Project Designer, Estimator, Project Manager # IT Manager oversees web site design and social media postings. . Assist with running day-to-day operations of of the company. Responsible for management of ongoing projects. Responsible for management of staff. , Responsible for management of outgoing bids. ./ Project administration, field observation of ongoing projects. . Coordination between staff, clients, contractors, and vendors. . Management of the RFQ process for proposals and upcoming bids. Education Bachelor's Degree in Civil Engineering, Marshall University, Huntington, WV 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Minh Phan, Designer, Construction Manager .,l Responsible for management of projects, administration and field observation. Permit processing, coordination between clients, contractors, vendors. Special projects, logistics management, overseeing the work of installers, project close outs. / Troubleshooting projects, resolving field issues, Designer, Estimator, Project Manager. Education Bachelor's Degree in Architecture, New School of Architecture, San Diego, CA Niloofar Bigonah, Designer, Jr. Project Manager '• Assist with project administration and management, project coordination. V Research and development, job walks, bid administration. Project design, estimating, research and development. Education Bachelor of Science in Architectural Engineering, Azad University Anna Goodson, Sales Coordinator, Territory Sales Manager Market research to expand sales volume within the given territory. Project research, sales and marketing, customer service, social media. Attending meetings with potential clients, presenting company's product offerings. Coordinate client's requirements with the design team, produce proposals. . Act as a liaison between the company and its clients in respective territory. Education Business & Marketing major, Cal State University, San Marcos, CA Jim Flood, Territory Sales . Market research to expand sales volume within the given territory. Project research, sales and marketing, customer service, social media. V Attending meetings with potential clients, presenting company's product offerings. .... Coordinate client's requirements with the design team, produce proposals. V Act as a liaison between the company and its clients in respective territory. Education Bachelor of Science, Construction Management, Arizona State University, Tempe, AZ 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Mike Hulshof, Territory Sales . Market research to expand sales volume within the given territory. .1 Attending meetings with potential clients, presenting company's product offerings. Coordinate client's requirements with the design team, produce proposals. .,. Act as a liaison between the company and its clients in respective territory. Education Bachelor of Arts in Speech Communication, Cal State, Long Beach, CA Pam Fleming, Project Administrator . Certified Payroll Reports (CPR) and wage determination for public works projects. . Quality control of CPR, management of state and federal CPR for Prevailing Wage Projects. ,. Special project research, investigate and trouble-shoot project administrative issues. Accounts receivable management. Insurance certificates, management of project administrative issues. Work Experience Approx. 25 years of experience in project administration, certified payroll reports, project coordination 3288 Grey Hawk Court, Carlsbad, CA 92010. Phone: 760-599-7355. Email: Sales@pacificplayinc.com Pacific Play Systems, Inc. merican Park Specialties 855 So Main Ave., Suite K #403 Fallbrook, Ca. 92028 Office: (760) 402-4285 Playcraft Factory Certified Commercial Playground Equipment Installer Contractors License, CA License 864006 Classifications: C61-D34 David Stann, owner of American Park Specialties has been in the construction industry for over twenty (20) years and has been engaged in the installation of commercial playground equipment for nearly fifteen (15) years. David's focus and commitment has been in providing fun and safe environments for families as well as to the preservation of the Earth's natural resources. David has done many installations throughout local parks, schools and military installations, including Camp Pendleton, Los Angeles AFB, MCCS and MCRD.