<?xml version="1.0" encoding="windows-1252"?><SEC xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:noNamespaceSchemaLocation="http://si.ksc.nasa.gov/sidownloads/xml/specsintactSEC.xsd"><MTA NAME="SUBFORMAT" CONTENT="NEW"/><HDR><AST/><BRK/>
USACE / NAVFAC / AFCESA / NASA      UFGS-07 32 13 (April 2006 )<BRK/>
                                    ------------------------------<BRK/>
Preparing Activity:  <PRA>NAVFAC</PRA>         Replacing without change<BRK/>
                                    UFGS-07320 (June 2005 )<BRK/>
<BRK/>
<HL4>UNIFIED FACILITIES GUIDE SPECIFICATIONS</HL4><BRK/>
<BRK/>
<HL4>References are in agreement with UMRL dated January 2009</HL4><BRK/>
<AST/><BRK/></HDR>
<BRK/>
<SCN>SECTION 07 32 13</SCN><BRK/>
<BRK/>
<STL>ROOF TILES</STL><BRK/>
<DTE>04/06</DTE><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This guide specification covers the requirements for <SCP>clay and concrete 
roofing tiles and underlayments</SCP>.<BRK/>
<BRK/>
Edit this guide specification for project specific requirements by adding, deleting, 
or revising text.  For bracketed items, choose applicable items(s) or insert 
appropriate information.<BRK/>
<BRK/>
Remove information and requirements not required in respective project, whether 
or not brackets are present.<BRK/>
<BRK/>
Comments and suggestions on this guide specification are welcome and should 
be directed to the technical proponent of the specification.  A listing of <URL HREF="http://65.204.17.188/report/ufgs.html">technical 
proponents</URL>, including their organization designation and telephone number, is 
on the Internet.<BRK/>
<BRK/>
Recommended changes to a UFGS should be submitted as a  <URL HREF="http://65.204.17.188/projnet/cms/public.html">Criteria Change Request 
(CCR)</URL>.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  "The NRCA Steep Roofing Manual," National Roofing Contractors Association, 
6250 River Road, Rosemont, IL 60018, may be consulted by the designer for a 
more detailed description of the tile roofing installation.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  On the drawings, show:</NPR><BRK/>
<BRK/>
<NPR>1.  Pitch of substrate/tile roofing.</NPR><BRK/>
<BRK/>
<NPR>2.  Roof edge, rake, ridge, valley, and intersections with vertical surfaces.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<PRT><TTL>PART 1   GENERAL</TTL><BRK/>
<BRK/>
<SPT><TTL>1.1   REFERENCES</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is used to list the publications cited in the text of 
the guide specification. The publications are referred to in the text by basic 
designation only and listed in this paragraph by organization, designation, 
date, and title.<BRK/>
 <BRK/>
Use the Reference Wizard's Check Reference feature when you add a RID outside 
of the Section's Reference Article to automatically place the reference in the 
Reference Article.  Also use the Reference Wizard's Check Reference feature 
to update the issue dates.<BRK/>
 <BRK/>
References not used in the text will automatically be deleted from this section 
of the project specification when you choose to reconcile references in the 
publish print process.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>The publications listed below form a part of this specification to the extent referenced.  The publications are 
referred to within the text by the basic designation only.</TXT><BRK/>
<BRK/>
<REF><ORG>AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)</ORG><BRK/><BRK/><RID>AWPA C1</RID><RTL>(2003) All Timber Products - Preservative Treatment by Pressure Processes</RTL><BRK/><BRK/></REF><REF><ORG>ASTM INTERNATIONAL (ASTM)</ORG><BRK/><BRK/><RID>ASTM C 1167</RID><RTL>(2003) Standard Specification for Clay Roof Tiles</RTL><BRK/><BRK/><RID>ASTM C 1177/C 1177M</RID><RTL>(2008) Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing</RTL><BRK/><BRK/><RID>ASTM C 270</RID><RTL>(2008a) Standard Specification for Mortar for Unit Masonry</RTL><BRK/><BRK/><RID>ASTM C 67</RID><RTL>(2008) Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile</RTL><BRK/><BRK/><RID>ASTM D 2178</RID><RTL>(2004) Asphalt Glass Felt Used in Roofing and Waterproofing</RTL><BRK/><BRK/><RID>ASTM D 226</RID><RTL>(2006) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing</RTL><BRK/><BRK/><RID>ASTM D 412</RID><RTL>(2006ae1e2) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension</RTL><BRK/><BRK/><RID>ASTM D 4586</RID><RTL>(2007) Asphalt Roof Cement, Asbestos-Free</RTL><BRK/><BRK/><RID>ASTM E 108</RID><RTL>(2007a) Fire Tests of Roof Coverings</RTL><BRK/><BRK/><RID>ASTM E 84</RID><RTL>(2008a) Standard Test Method for Surface Burning Characteristics of Building Materials</RTL><BRK/><BRK/></REF><REF><ORG>NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)</ORG><BRK/><BRK/><RID>NRCA 0408</RID><RTL>(Fifth Edition) Steep-slope Roofing Manual</RTL><BRK/><BRK/></REF></SPT><SPT><TTL>1.2   SUBMITTALS</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL 
PROCEDURES and edit the following list to reflect only the submittals required 
for the project.  Submittals should be kept to the minimum required for adequate 
quality control.<BRK/>
<BRK/>
A “G” following a submittal item indicates that the submittal requires Government 
approval.  Some submittals are already marked with a “G”.  Only delete an existing 
“G” if the submittal item is not complex and can be reviewed through the Contractor’s 
Quality Control system.  Only add a “G” if the submittal is sufficiently important 
or complex in context of the project.<BRK/>
<BRK/>
For submittals requiring Government approval on Army projects, a code of up 
to three characters within the submittal tags may be used following the "G" 
designation to indicate the approving authority.  Codes for Army projects using 
the Resident Management System (RMS) are:  "AE" for Architect-Engineer; "DO" 
for District Office (Engineering Division or other organization in the District 
Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project 
Office.  Codes following the "G" typically are not used for Navy,  Air Force, 
and NASA projects.<BRK/>
<BRK/>
Choose the first bracketed item for Navy, Air Force and NASA projects, or choose 
the second bracketed item for Army projects.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Government approval is required for submittals with a "G" designation; submittals not having a "G" designation 
are [for Contractor Quality Control approval.][for information only.  When used, a designation following the 
"G" designation identifies the office that will review the submittal for the Government.]  The following shall 
be submitted in accordance with Section <SRF>01 33 00</SRF> SUBMITTAL PROCEDURES:</TXT><BRK/>
<BRK/>
<LST><SUB>SD-02 Shop Drawings</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Clay tile roofing system</SUB></ITM><BRK/>
<BRK/>
<LST><SUB>SD-03 Product Data</SUB></LST><BRK/>
<BRK/>
<ITM>[<SUB>Clay tile</SUB>] [<SUB>Concrete tile</SUB>]</ITM><BRK/>
<BRK/>
<ITM><SUB>Underlayment membrane</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Flexible hip and ridge flashing</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Glass mesh mortar units</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Fiberglass-faced gypsum roof board</SUB></ITM><BRK/>
<BRK/>
<ITM>  Submit data including tile properties , styles, and configurations.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-04 Samples</SUB></LST><BRK/>
<BRK/>
<ITM>Manufacturer's color charts for [<SUB>Clay tile</SUB>] [<SUB>Concrete tile</SUB>][; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</ITM><BRK/>
<BRK/>
<ITM>[<SUB>Clay tile</SUB>] [<SUB>Concrete tile</SUB>][; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</ITM><BRK/>
<BRK/>
<ITM>  Submit an appropriate number of tiles for each type to illustrate the full range of colors 
and surface finish.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-06 Test Reports</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Self-adhering membrane underlayment</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Glass mesh mortar units</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Fiberglass-faced gypsum roof board</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Preservative-Treated</SUB> lumber</ITM><BRK/>
<BRK/>
<LST><SUB>SD-07 Certificates</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Qualifications</SUB> of roofing personnel</ITM><BRK/>
<BRK/>
<LST><SUB>SD-08 Manufacturer's Instructions</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Installation</SUB></ITM><BRK/>
<BRK/></SPT>
<SPT><TTL>1.3   DELIVERY AND STORAGE</TTL><BRK/>
<BRK/>
<TXT>Deliver materials in the manufacturer's unopened bundles and containers bearing the manufacturer's brand name.  
Keep materials dry, completely covered, and protected from the weather.  Store according to manufacturer's written 
instructions.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.4   WARRANTIES</TTL><BRK/>
<BRK/>
<SPT><TTL>1.4.1   Contractor's  Warranty</TTL><BRK/>
<BRK/>
<TXT>The Contractor shall warrant for 5 years that the tile roofing system, as installed, is free from defects in 
workmanship.  When repairs due to defective workmanship are required during the Contractor's warranty period, 
the Contractor shall make such repairs within 72 hours of notification.  When repairs are not performed within 
the specified time, emergency repairs performed by others will not void the warranty.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>1.5   COORDINATION</TTL><BRK/>
<BRK/>
<TXT>Coordinate with the installation of flashing and gutters provided under Section <SRF>07 57 13</SRF> FLASHING AND SHEET METAL 
to ensure proper sequencing.  Do not install roofing materials until vent stacks and other penetrations through 
roof deck have been installed.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.6   EXTRA STOCK</TTL><BRK/>
<BRK/>
<TXT>Provide an extra two percent of each type and color of tile used in clean marked containers.  In the extra stock 
provided, include hip, ridge, and other special shapes in the same proportion as used on the project.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.7   QUALITY ASSURANCE</TTL><BRK/>
<BRK/>
<SPT><TTL>1.7.1   <SUB>Qualifications</SUB> of Roofing Personnel</TTL><BRK/>
<BRK/>
<TXT>Submit documentation showing qualifications of personnel proposed to perform the roofing work and a listing identifying 
prior installations completed by the Contractor.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.7.2   <SUB>Clay Tile Roofing System</SUB> Drawings</TTL><BRK/>
<BRK/>
<TXT>Submit drawings showing clay tile roofing installation and details for appearance, flashing and fastening of 
tiles.</TXT><BRK/>
<BRK/></SPT>
</SPT></PRT><PRT><TTL>PART 2   PRODUCTS</TTL><BRK/>
<BRK/>
<SPT><TTL>2.1   MATERIALS</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Roofing systems specified in this section have a life expectancy in excess 
of 50 years.  Flashing materials should be selected with similar life expectancy.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<SPT>[<TTL>2.1.1   <SUB>Clay Tile</SUB></TTL><BRK/>
<BRK/>
<TXT><RID>ASTM C 1167</RID>, Grade 1, Machine formed natural clay tiles, [One Piece "S" Mission] [Two Piece Spanish Mission consisting 
of a cover and pan tile] [Flat Bar Tile with interlocking edges], kiln-fired to vitrification and free from surface 
imperfections.  Provide specially shaped, color-matched units [as indicated][in accordance with Section 
<SRF>09 06 90</SRF>, COLOR SCHEDULE] or required, including hip and ridge covers, rake covers and [birdstops].  Provide 
with fastening holes preformed at factory prior to firing.</TXT><BRK/>
<BRK/>
]</SPT><SPT>[<TTL>2.1.2   <SUB>Concrete Tile</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Use only concrete roof tiles with integral color in areas where freeze/thaw 
cycles exceed 30 per year.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT><RID>ASTM C 67</RID>, <RID>ASTM E 108</RID>, Extruded, interlocking concrete roofing tile units, shapes as indicated, with [integral 
color] [color slurry coat on exposed surfaces].  Include specially shaped, color-matched units as indicated or 
required for ridges, rakes and hips.  Provide with cast-in anchor lugs, transverse weather checks and fastening 
holes.</TXT><BRK/>
<BRK/>
]</SPT></SPT><SPT><TTL>2.2   <SUB>UNDERLAYMENT MEMBRANE</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  If a felt membrane is desired solely or in combination with the elastomeric 
self-adhering membrane, please select either the asphalt glass felt or asphalt-saturated 
felt component.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Provide underlayment membrane on surfaces that will be covered with tile.  Membrane shall consist of [asphalt 
glass felt][asphalt-saturated felt] [and] [high strength composite self-adhering membrane].</TXT><BRK/>
<BRK/>
<SPT>[<TTL>2.2.1   Asphalt Glass Felt</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 2178</RID>, Type VI.</TXT><BRK/>
<BRK/>
]</SPT><SPT>[<TTL>2.2.2   Asphalt-Saturated Felt</TTL><BRK/>
<BRK/>
<TXT>Provide Type II, No. 30 asphalt felt in accordance with <RID>ASTM D 226</RID>.</TXT><BRK/>
<BRK/>
]</SPT><SPT><TTL>2.2.3   <SUB>Flexible Hip and Ridge Flashing</SUB></TTL><BRK/>
<BRK/>
<TXT>SBS modified rubberized asphalt adhesive on a lineal, low density polyethylene membrane with a<MET> 1.52 mm</MET><ENG> 60 mil</ENG>
 total thickness.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.4   <SUB>Self-Adhering Membrane Underlayment</SUB></TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 412</RID>, high strength polyethylene-sheet-backed, rubberized asphalt membrane,<MET> 1.02 mm</MET><ENG> 40 mil</ENG> thickness.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.5   Primer for Self-Adhering Membrane Underlayment</TTL><BRK/>
<BRK/>
<TXT>VOC compliant primer as recommended by membrane manufacturer for application on concrete substrates.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>2.3   SUBSTRATE PANELS (FOR APPLICATION OVER STRUCTURAL METAL DECK)</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Choose one of the following substrate panels.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<SPT><TTL>2.3.1   <SUB>Glass Mesh Mortar Units</SUB></TTL><BRK/>
<BRK/>
<TXT><RID>ASTM E 84</RID>, exterior type panels consisting of portland cement, light weight aggregate, with vinyl-coated woven 
glass fiber mesh imbedded in both surfaces,<MET> 11 mm</MET><ENG> 7/16 inch</ENG> thickness by<MET> 900 mm</MET><ENG> 36 inch</ENG> width by<MET> 1200, 1500, 
1800, or 2400 mm</MET><ENG> 48, 60, 72 or 96 inch</ENG> lengths.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.3.2   <SUB>Fiberglass-Faced Gypsum Roof Board</SUB></TTL><BRK/>
<BRK/>
<TXT><RID>ASTM C 1177/C 1177M</RID>, non-structural, fiberglass faced, silicone treated core gypsum panels,<MET> 1200 by 2400 by 13 
mm</MET><ENG> 48 by 96 by 1/2 inch</ENG>thickness.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>2.4   FASTENERS</TTL><BRK/>
<BRK/>
<SPT><TTL>2.4.1   Nails For Applying Felt Underlayment</TTL><BRK/>
<BRK/>
<TXT>Hot dip galvanized steel,<MET> 2.9 mm thick</MET><ENG> 11 gage</ENG>, sharp pointed, conventional roofing nails with barbed shanks, 
minimum<MET> 9.5 mm</MET><ENG> 3/8 inch</ENG> diameter head, and of sufficient length to penetrate [<MET>19 mm</MET><ENG>3/4 inch</ENG> into nailable concrete 
deck] [through plywood sheathing] [through substrate panels].  Verify that nails are compatible with flashing 
materials to prevent galvanic action.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.4.2   Nails for Installation of Tile</TTL><BRK/>
<BRK/>
<TXT>Copper ring shank nails,<MET> 3.3 mm</MET><ENG> 10 gage</ENG>, with minimum<MET> 11 mm</MET><ENG> 7/16 inch</ENG> diameter head or<MET> 3.3 mm</MET><ENG> 10 gage</ENG> stainless 
steel ring shank nails with minimum<MET> 9.5 mm</MET><ENG> 3/8 inch</ENG> head and of sufficient length to penetrate<MET> 19 mm</MET><ENG> 3/4 inch</ENG>
 into [wood ridge and hip boards] [battens].  Verify that chemicals used in pressure treatment of ridge and hip 
boards are compatible with copper nails.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.4.3   Twisted-Wire Tie System</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is applicable for the installation of clay tile on roofs 
with slopes in excess of 12:12.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Continuously twisted<MET> 3.3 mm</MET><ENG> 10 gage</ENG> [copper][brass] [<MET>2.5 mm</MET><ENG> 12 gage</ENG> galvanized steel]wire with loops formed at<MET>
 150 mm</MET><ENG> 6 inches</ENG> on center and with tie wires of<MET> 1.8 mm</MET><ENG> 14 gage</ENG> [copper] [brass] [<MET>1.5 mm</MET><ENG>16 gage</ENG> galvanized steel] 
[<MET>9.4 mm dia.</MET><ENG>0.037 inch dia.</ENG> stainless steel] wire.  Provide clips for anchorage of twisted-wire tie system to 
substrate as recommended by manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.4.4   Single-Line Wire Tie System</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is applicable for the installation of clay tile on roofs 
with slopes from 2:12 to 12:12.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>[<MET>3.3 mm</MET><ENG>10 gage</ENG> copper] [<MET>3.3 mm</MET><ENG>10 gage</ENG> brass] [<MET>2.5 mm</MET><ENG> 12 gage</ENG> galvanized steel] [<MET>2.13 mm</MET><ENG>0.084 inch</ENG> stainless steel] 
pre-formed wire ties with a hook on one end and a loop on the other end.  Lengths as required for manufacturer's 
recommended exposure.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.4.5   Wind Locks</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is applicable for the installation of clay tiles for all 
slopes in high wind areas as designated by local codes.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>[<MET>3.3 mm</MET><ENG>10 gage</ENG> copper] [<MET>3.3 mm</MET><ENG>10 gage</ENG> brass] [<MET>2.5 mm</MET><ENG> 12 gage</ENG> galvanized steel] [<MET>2.13 mm dia.</MET><ENG>0.084 inch dia.</ENG>stainless 
steel] formed wire clips.  Select material type as recommended by manufacturer for specific locations.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.4.6   Hurricane Clips</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  The following paragraph is applicable for the installation of clay or 
concrete tiles for all slopes in high wind areas as designated by local codes.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Tile edge clips fabricated from [<MET>1.2 mm</MET><ENG>18 gage</ENG> brass] [<MET>1.05 mm</MET><ENG>19 gage</ENG> galvanized steel] [<MET>1.07 mm</MET><ENG>0.042 inch</ENG>, type 
302 stainless steel] strips,<MET> 13 mm</MET><ENG> 1/2 inch</ENG> wide.  Provide with two nail holes in horizontal leg for anchorage 
to deck [substrate].  Select material type as recommended by manufacturer for specific locations.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>2.5   <SUB>PRESERVATIVE-TREATED</SUB> LUMBER</TTL><BRK/>
<BRK/>
<TXT><RID>AWPA C1</RID>, provide treated ridge and hip boards, [eave starter strips and battens].</TXT><BRK/>
<BRK/></SPT>
<SPT>[<TTL>2.6   SHEET METAL BIRDSTOP FOR CONCRETE TILE</TTL><BRK/>
<BRK/>
<TXT>Formed<MET> 0.5 mm</MET><ENG> 26 gage</ENG> galvanized steel "L" section with<MET> 75 mm</MET><ENG> 3 inch</ENG> wide horizontal leg and vertical leg cut 
to conform with bottom profile of tile.  Provide pre-finished to match tile color with drain holes punched in 
vertical leg prior to application of finish.</TXT><BRK/>
<BRK/>
]</SPT><SPT><TTL>2.7   MORTAR</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM C 270</RID>, Proportion specification for Type M mortar mix.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.8   ASPHALT PLASTIC CEMENT</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 4586</RID>, Type I.</TXT><BRK/>
<BRK/></SPT>
</PRT><PRT><TTL>PART 3   EXECUTION</TTL><BRK/>
<BRK/>
<SPT><TTL>3.1   EXAMINATION</TTL><BRK/>
<BRK/>
<TXT>Examine structural roof deck for compliance with requirements of selected system.  Verify that roof penetrations 
and openings are installed in their proper location.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2   PREPARATION</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.1   Cleaning</TTL><BRK/>
<BRK/>
<TXT>Clean structural deck surfaces to receive substrate panels or underlayment.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.3   <SUB>INSTALLATION</SUB></TTL><BRK/>
<BRK/>
<TXT>Comply with manufacturer's installation instructions and recommendations, but not less than recommended by <RID>NRCA 0408</RID>
.  Comply with local building code requirements for special fastening requirements such as wind locks and hurricane 
clips in high wind areas.</TXT><BRK/>
<BRK/>
<SPT><TTL>3.3.1   Substrate Panels</TTL><BRK/>
<BRK/>
<TXT>Install [glass mesh mortar units] [fiberglass-faced gypsum roof boards] over corrugated metal structural deck 
as recommended by panel manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.2   Felt Underlayment</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is applicable for tile roof installations over concrete 
and wood roof decks with a slope of 4:12 or greater.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Apply one layer of felt underlayment horizontally over entire surface to receive roofing tile, lapping succeeding 
courses a minimum of<MET> 50 mm</MET><ENG> 2 inches</ENG>, end laps a minimum of<MET> 150 mm</MET><ENG> 6 inches</ENG>, and hips and valleys a minimum of<MET>
 300 mm</MET><ENG> 12 inches</ENG>.  Fasten felt with sufficient number of roofing nails to hold underlayment in place until roofing 
tile installation.  [Provide additional layer of felt underlayment when recommended by roof tile manufacturer].</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.3   Self-Adhering Membrane Underlayment</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is applicable for tile roof installations over all substrates 
with slopes up to 4:12 or for any slope where high wind or freeze/thaw conditions 
exist.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Apply self-adhering membrane over [wood deck] [concrete deck] [substrate panels] in accordance with manufacturers 
recommendations.  Provide manufacturer recommended primer for application on concrete surfaces.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.4   Clay Roofing Tile Installation</TTL><BRK/>
<BRK/>
<TXT>Beginning at eaves, install roofing tiles as indicated and in accordance with recommendations of the tile manufacturer 
and fastening system manufacturer.  Sawcut tiles at hips valleys and ridges.  Cut tile at valleys to form a straight 
border.  Taper valleys from a<MET> 50 mm</MET><ENG> 2 inch</ENG> exposure on each side of valley at top and increase exposure<MET> 25 mm</MET><ENG>
 one inch</ENG>, each side, per<MET> 2400 mm</MET><ENG> 8 feet</ENG> of valley length.  [Set ridge and hip tile in a full bed of mortar and 
strike mortar flush with face of cover tiles.]  [Apply flexible hip and ridge flashing over ridge and hip boards 
and top edge of tile.  Apply asphalt plastic cement at lap between tiles at hip and ridge.]  Nail hip and ridge 
tiles to hip and ridge boards.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.5   Batten Installation for Concrete Roofing Tile</TTL><BRK/>
<BRK/>
<TXT>Install<MET> 19 by 38 mm</MET><ENG> one by 2 inches</ENG> treated wood battens with<MET> 13 mm</MET><ENG> 1/2 inch</ENG> drain slots at<MET> 1200 mm</MET><ENG> 4 feet</ENG> o.c. 
horizontally.  At eave provide<MET> 38 by 38 mm</MET><ENG> 2 by 2 inches</ENG> treated wood starter strip. [Provide sheet metal birdstops 
at eave for "S" Type mission tile.]  At metal structural decks, attach battens with self-tapping screws through 
substrate panels into metal deck.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.6   Concrete Roofing Tile Installation</TTL><BRK/>
<BRK/>
<TXT>Beginning at eaves, install roofing tiles as indicated and in accordance with manufacturers recommendations.  
Hook mounting lugs over wood battens and nail through each tile into batten.  Sawcut tiles at valleys to form 
a straight border.  Taper valleys from a<MET> 50 mm</MET><ENG> 2 inch</ENG> exposure on each side of valley at the top and increase 
exposure by<MET> 25 mm</MET><ENG> one inch</ENG>, each side, per<MET> 2400 mm</MET><ENG> 8 feet</ENG> of valley length.  [Set ridge and hip tile in a full 
bed of mortar and strike mortar flush with face of cover tile.]  [Apply flexible hip and ridge flashing over 
ridge and hip boards and top edge of tile.  Apply asphalt plastic cement between tiles at hip and ridge.]  Nail 
hip and ridge tiles to hip and ridge boards.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.7   CLEANING</TTL><BRK/>
<BRK/>
<TXT>Remove mortar and asphalt plastic cement spatter from exposed surfaces of tiles.  Upon completion of work, remove 
excess materials and all refuse generated by the work of this section.</TXT><BRK/>
<BRK/></SPT>
</SPT><MET><SPT><TTL>3.4   SCHEDULE</TTL><BRK/>
<BRK/>
<TXT>Some metric measurements in this section are based on mathematical conversion of English unit measurement, and 
not on metric measurement commonly agreed to by the manufacturers or other parties.  The English and metric units 
for the measurements shown are as follows:</TXT><BRK/>
<TBL><THD><BRK/>
     <HL1>Products</HL1>                        <HL1>English Units</HL1>     <HL1>Metric Units</HL1><BRK/></THD>
<BRK/>
     Nails - diameter                11 gage           2.9 mm<BRK/>
             head diameter           3/8 inch          9.5 mm<BRK/>
<BRK/>
     Nails - diameter                10 gage           3.3 mm<BRK/>
             head diameter           7/16 inch         11 mm<BRK/>
<BRK/>
     Wire                            10 gage           3.3 mm<BRK/>
                                     12 gage           2.5 mm<BRK/>
                                     14 gage           1.8 mm<BRK/>
                                     0.037 inch        9.4 mm<BRK/>
                                     0.084 inch        2.13 mm<BRK/>
<BRK/>
     Edge Clips                      18 gage           1.2 mm<BRK/>
                                     19 gage           1.05 mm<BRK/>
                                     0.042 inch        1.07 mm<BRK/>
                                     1/2 inch          13 mm<BRK/>
<BRK/>
     Birdstop                        26 gage           0.5 mm<BRK/></TBL>
</SPT></MET><BRK/>
<BRK/></PRT>
    <END/><BRK/></SEC>