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2800 N Main St Unit# 1100 - Plan
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2800 N Main St Unit# 1100 Bldg# 2810
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2800 N Main St Unit# 1100 - Plan
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Last modified
2/13/2026 5:03:22 AM
Creation date
2/13/2026 5:00:40 AM
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Template:
Plan
Permit Number
20185547
40140186
101124821
Full Address
2800 N Main St Unit# 1100 Bldg# 2810
Street Number
2800
Street Direction
N
Street Name
Main
Street Suffix
St
Building Number
2810
Unit Number
1100
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Round 1 Bowling and Amusement 12/09/2024 Paradigm Design <br />Main Place Mall Expansion Grand Rapids, MI <br />Santa Ana, California <br />Project #2309147GR <br />1.4 ACTION SUBMITTALS <br />A.Product Data: For each type of product. <br />1.Include rated load, rated deflection, and overload capacity for each vibration isolation <br />device. <br />2.Illustrate and indicate style, material, strength, fastening provision, and finish for each <br />type and size of vibration isolation device and seismic-restraint component required. <br />a.Tabulate types and sizes of seismic restraints, complete with report numbers and <br />rated strength in tension and shear as evaluated by an agency acceptable to <br />authorities having jurisdiction. <br />b.Annotate to indicate application of each product submitted and compliance with <br />requirements. <br />3.Interlocking Snubbers: Include ratings for horizontal, vertical, and combined loads. <br />B.Shop Drawings: <br />1.Detail fabrication and assembly of equipment bases. Detail fabrication including <br />anchorages and attachments to structure and to supported equipment. Include adjustable <br />motor bases, rails, and frames for equipment mounting. <br />2.Vibration Isolation Base Details: Detail fabrication including anchorages and attachments <br />to structure and to supported equipment. Include adjustable motor bases, rails, and frames <br />for equipment mounting. <br />C.Delegated-Design Submittal: For each vibration isolation and seismic-restraint device. <br />1.Include design calculations and details for selecting vibration isolators, seismic restraints, <br />and vibration isolation bases complying with performance requirements, design criteria, <br />and analysis data signed and sealed by the qualified professional engineer responsible for <br />their preparation. <br />2.Design Calculations: Calculate static and dynamic loading due to equipment weight, <br />operation, and seismic and wind forces required to select vibration isolators and <br />seismic and wind restraints and for designing vibration isolation bases. <br />a.Coordinate design calculations with wind load calculations required for equipment <br />mounted outdoors. Comply with requirements in other Sections for equipment <br />mounted outdoors. <br />3.Riser Supports: Include riser diagrams and calculations showing anticipated expansion <br />and contraction at each support point, initial and final loads on building structure, spring <br />deflection changes, and seismic loads. Include certification that riser system was <br />examined for excessive stress and that none exists. <br />4.Seismic-and Wind-Restraint Details: <br />a.Design Analysis: To support selection and arrangement of seismic and wind <br />restraints. Include calculations of combined tensile and shear loads.
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