My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
13014914
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
23-XXXXXX
>
13014914
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/7/2025 8:00:15 PM
Creation date
8/7/2025 11:25:27 AM
Metadata
Fields
Template:
Permits
Permit Address
3871 LANGLEY ST SE
Permit City
Salem
Permit Number
555-23-004402-STR
Parcel Number
082W18B 02400
Permit Type
Structural
Extra Information
Alternate Material(s)and/orMethod(s) Application
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
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).
Show annotations
View images
View plain text
• The building is not required to have fire sprinklers based on the construction type, occupancy <br /> classification, height, stories, or floor area. Since they were existing when the building was a <br /> maintenance shop,we chose to maintain and modify them. <br /> • Based on a full code analysis for the building as if it did not have sprinklers,there are two areas <br /> where the current design does not meet code due to not having the exceptions afforded by the fire <br /> sprinklers. An Area of Refuge at the elevator with a two-way communication system and 1-hour rated <br /> corridors would be required. <br /> • The proposed exit distances meet the code requirements with the number of stairways and exits we <br /> have.The greatest travel distance is 140 feet from the upstairs conference room to the exits along the <br /> front canopy. If there was an exit blocked because of fire under the canopy, the nearest north wall exit <br /> is approx. 90 feet away. <br /> • NFPA 13-2016 Section 8.15.7 allows elimination of fire sprinkler coverage at canopies were <br /> constructed of limited combustible materials. While the roof structure does not explicitly meet the <br /> definition of limited combustible, the supporting columns are non-combustible, the supporting wall is <br /> clad in non-combustible materials,and the roof system is Heavy Timber. <br /> • The designed roof structure meets Type-VI-HT construction which is allow to be used in place of 1- <br /> hour construction per OSSC Table 601, footnote c. <br /> • All of the heavy timber beams,trusses and rafters have been oversized as compared to the required <br /> structural members load carrying capacity and exceed the minimum dimensions required in OSSC <br /> Table 2304.11. See attached study for fire resistance for heavy timber members. <br /> • There are no concealed spaces in the roof system. <br /> • The roofing will be metal panels. <br /> • There are no occupancy or storage uses for the canopy area.The canopy is for weather protection <br /> only. <br /> • The building has multiple egress paths and all spaces have a secondary egress which does not <br /> require exiting under the canopy. See First Floor Egress Plan i <br /> Logic for Approval of AM&M: J <br /> Logic Path 1. <br /> The primary benefit of automatic fire suppression systems is to afford occupants additional time to exit <br /> large buildings in the case of a fire event. Throughout the code there are allow many allowances, <br /> increases, or exceptions to requirements for having fire sprinklers including: allowable floor area <br /> increases, greater occupant travel distances and fire rating reductions. In this building remodel, there are <br /> only a couple minor areas on the interior of the building that the fire sprinklers have allowed over a non- <br /> sprinkled building. So, the significant benefit that the sprinkler system is providing is additional time for the <br /> occupants of bath floors to exit the premises. Further,the fire-rated construction of the canopy provides <br /> the same additional time benefit by assuring the structural integrity to allow exiting time. As with any multi- <br /> exit building, there is no way to predict the location of any fire threats. This project's egress pathways far <br /> exceed code requirements with three stairs (one being exterior), and eight exit doors spread around the <br /> perimeter. If one exit is blocked, the occupants have several other options to exit the building in the time <br /> afforded by the fire sprinklers and exterior canopy rate construction. Generally,the occupants of this <br /> building will be employees of this private company. They will have first hand knowledge of the building <br /> layout, exit locations and alternate routes if necessary;thus reducing the indecision time that people <br /> unfamiliar with buildings can often have. Visitors are minimal and always escorted. <br /> Logic Path 2: <br /> Excerpt from 2022 OSSC, Preface page vii: <br /> Defining the use of the buildings is very important as it sets the tone for the <br /> remaining chapters of the code. Occupancy works with the height, area and <br /> construction type requirements in Chapters 5 and 6, as well as the special provisions <br /> in Chapter 4, to determine "equivalent risk,"or providing a reasonable level of <br /> protection or life safety for building occupants. The determination of equivalent risk <br /> involves three interdependent considerations: (1) the level of fire hazard associated <br /> with the specific occupancy of the facility;(2) the reduction of fire hazard by limiting <br /> the floor area(s) and the height of the building based on the fuel load(combustible <br /> contents and burnable building components);and(3) the level of overall fire resistance <br /> Page 2 of 5 <br /> CARLSON VEIT ARCHITECTS, P.C. <br /> 3095 RIVER ROAD NORTH • SALEM,OREGON 97303 • 503-390-0281 • FAX 503-390-2459 <br />
The URL can be used to link to this page
Your browser does not support the video tag.