My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Re: occupancy calculations
Orono
>
Property Files
>
Street Address
>
O
>
Old Crystal Bay Road North
>
1025 Old Crystal Bay Road North - No PID
>
Correspondence
>
Re: occupancy calculations
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2023 7:19:52 AM
Creation date
3/15/2018 2:15:52 PM
Metadata
Fields
ProcessedPID
True
Tags
No PIN
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
ler <br /> `';',•,',;'; <br /> ; MEMORANDUM <br /> 49SS�f`n°p86krP woo <br /> T • R • A <br /> To: Mr. Lyle Oman, Building Official, City of Orono <br /> From: Victor Pechaty, Ted Rozeboom Architects <br /> Date: 23 December 1996 <br /> Subject: )rono Ice Arena: Code Issues <br /> Dear Mr. C man, <br /> This memo outlines responses to the various code issues you raised in our meeting on December <br /> 4, 1996. <br /> 1. HandraaIs at Bleacher Aisles✓ <br /> Section 1021.5.6 requires handrails located in the center of the aisles at aisles with seating on <br /> either side.The design will be revised to provide 48" wide aisles with a center handrail detailed <br /> to comply with section 1021.5.6. <br /> 2.Non-Slip Surface at Ramp V <br /> The archit=t will issue a supplementary instruction for the concrete contractor to provide an <br /> ANSI compliant non-slip surface at the ramp at the south end of the arena. <br /> 3. Exits at Meeting Room V <br /> An exit light is to be provided at door#10B (the plans show an exit light at door#1 OA). Panic <br /> hardware to be provided at door#10A (the specifications call for panic hardware at door <br /> COB). <br /> 4.Roof Assembly / <br /> The roof a.csembly specified meets a minimum Class B rating as required by code. <br /> 5.Roof SISpe ✓" <br /> The roof st-ucture is sized and specified to support the additional loading associated with 1/8" <br /> per foot slope. The signed structural drawings provide adequate confirmation of the structural <br /> design. <br /> 6.Fire Ala-m <br /> The fire alarm for this type of facility is to be monitored. This has been confirmed with Premier <br /> Electric, the electrical contractor. <br /> Tcd Roacboom-Architects • 2965 Casco Point Road.Wayzata,Minnesota 55391 . Tel: (612)471-5780 Fax; (612)471-8740 <br /> 200E DioogdZ021 (Id.L 08L8 TLf Zig XVd e fii 96-VZ/Zi <br />
The URL can be used to link to this page
Your browser does not support the video tag.