My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
04.19.2016 Regular Meeting
San-Marcos
>
City Clerk
>
01 City Council Minutes
>
2010's
>
2016
>
04.19.2016 Regular Meeting
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/25/2016 10:36:15 AM
Creation date
5/25/2016 10:24:34 AM
Metadata
Fields
Template:
City Clerk
City Clerk - Document
Minutes
City Clerk - Type
Regular Meeting
Date
4/19/2016
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
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
(1) Building Materials and additional Design Requirements <br />a. Primary Materials. A minimum of 90% of all walls shall use the following standards: <br />i. Building exterior materials must be masonry, as defined in this Code, used in their natural <br />context and color. Brick, Stone, and Decorative Concrete Block material are acceptable as <br />defined in this Code. <br />MNs., <br />b. Secondary materials. A rnmrn7um of 10% of all walls shall use the following standards: <br />i. To provide design flexibility, stucco, wood, insulated architectural metal panels and rain screen <br />architectural metal panels with no exposed fasteners and corrugated metal with no exposed <br />fasteners may be used only to reinforce a vernacular design theme <br />c. Prohibited Materials. <br />i. Single -ply metal and metal panels with exposed fasteners, T -1 -11 and plywood -based siding <br />materials are expressly prohibited. <br />ii. Synthetic Stucco or Exterior Insulation and Finish System (EIFS) <br />d. Percentage calculations shall be based upon the actual wall area of the buildings; windows, doors, etc. <br />do not count towards the required percentages. <br />e. The continuous plane of a roof line cannot be more than 100 feet. All roof mounted mechanical <br />equipment must be screened from public view <br />(2) Building Material Definitions <br />a. Construction comprised of stone material, brick material, decorative concrete block, stucco (3 -step hard <br />coat) or concrete panel construction, which is composed of solid, cavity, faced, or veneered -wall <br />construction. Cement fiber board is not considered masonry for the purposes of this Code. <br />b. Brick material includes kiln fired clay or shale brick manufactured to ASTM C216 or C652, Grade SW. <br />Brick material can include concrete brick if the coloration is integral, the brick is not painted, and it is <br />manufactured to ASTM C1634. Brick material must maintain a minimum thickness of two and one <br />quarter (2.25) inches when applied as a veneer, and shall not include underfired clay or shale brick. <br />c. Stone material includes naturally occurring granite, marble, limestone, slate, river rock, and other similar <br />hard and durable all weather stone that is customarily used in exterior building construction; may also <br />include cast or manufactured stone product, provided that such product yields a highly textured stone- <br />like appearance, its coloration is integral to the masonry material and shall not be painted on, and it is <br />demonstrated to be highly durable and maintenance free; natural or manmade stone shall have a <br />minimum thickness of two and five- eighths (2.625) inches when applied as a veneer. <br />d. Decorative concrete block includes highly textured finish, such as split faced, indented, hammered, <br />fluted, ribbed or similar architectural finish; coloration shall be natural earth -tones integral to the <br />masonry material and shall not be painted on; minimum thickness of three and five eighths (3.625) <br />inches when applied as a veneer, shall include light weight and featherweight concrete block or cinder <br />block units. <br />e. Concrete finish, pre -cast concrete panel and tilt wall concrete panel construction is a method by which <br />concrete elements are formed horizontally on -site or at a factory and, once cured, the elements are <br />"tilted" to vertical position and braced into position until the remaining building structural components <br />are secured. <br />
The URL can be used to link to this page
Your browser does not support the video tag.