My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000-337F
CBCC
>
Official Documents
>
2000's
>
2000
>
2000-337F
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2024 10:51:01 AM
Creation date
8/15/2024 10:38:51 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Application
Approved Date
11/07/2000
Control Number
2000-337F
Agenda Item Number
11.B.
Entity Name
State of Florida Dept. of Community Affairs
Subject
Hazard Mitigation Grant Program Application for Shelter Retrofits Projects
Glendale Elementary
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
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
CA <br />i <br />C1 <br />dCCM 2 <br />CRITERIA <br />PREF> RRE1) <br />MARGINAL <br />NON- <br />COMPLIANT <br />6. Wind Design <br />Building was designed in <br />Verification <br />1985 and has no obvious <br />winddesignflaivs. !find <br />design was 1/0 mph widr <br />1.1 imporlarree factor. <br />7. Construction Type <br />Single story light steel <br />I Loadpath <br />frame with fully <br />reinforced masonry <br />Verification <br />cantilever walls; clearly <br />defined and continuous <br />loadpath front roof to <br />foundation is present <br />8. Building Condition <br />The building is in good <br />condition with no <br />apparent signs of <br />deterioration <br />9. 'Exterior Wall <br />The building's exterior <br />Construction <br />walls are constructed of <br />fully reinforced masonry <br />and have no sofispot <br />areas. <br />10. Fenestrations I <br />Unprotected windows <br />Window Protection <br />and door panels; doors <br />are metal security type; <br />direct exposure to <br />shelter area and less than <br />15% window area <br />11. Roof Construction <br />The building has a flat, <br />I Roof Slope <br />lightweight roof with <br />engineered mechanical <br />connections to support <br />structures below. <br />12. Roof Open Span <br />The building has a roof <br />system with no distances <br />between verlic al supports <br />that are greater !Fran 40 <br />feet <br />13. Roof Drainage/ <br />Evidence of minor <br />Ponding <br />ponding ispresent on <br />roof <br />
The URL can be used to link to this page
Your browser does not support the video tag.