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r ~�, TRINITY ER® <br /> TABLE 1: WOOD DECKS—NEW CONSTRUCTION OR REBOOT(TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER <br /> NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); - <br /> Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) <br /> Anchor Sheet Base Insulation Top Insulation Roof Cover <br /> System Deck Attach <br /> MDP <br /> No. See Note 1 Staggered <br /> ( ) Type Fasteners At Lap Center Rows Type Attach Type Attach Base Ply Cap (Psi <br /> W X Y Z <br /> SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)ANCHOR SHEET ATTACHMENT: <br /> Glasbase,All 32 ga.,1-5/8- Min.1.5-inch Hot Hot BP-AA,Min.0.25-inch (Optional) <br /> Min.19/32- Weather Empire, inch dia.tin ACFoam II, DensDeck primed BP-AA, SBS-AA, <br /> SBS-AA, <br /> W-1 inch plywood; Flexiglas Base, caps with it 3 8 3 8 FIIntBoard ISO, asphalt, with ASTM D41 asphalt, SBS-AA, SBS-TA or -52.5 <br /> See Note 1 Po SMS or full full SBS-TA or <br /> IY ga.annular ring ENRGY-3,H-Shield primer or DensDeck 565-TA or APP TA <br /> Ultra Poly SMS shank nails or Multi-Max FA3 coverage Prime coverage APP-TA APP-TA <br /> SYSTEM W-1;ZONE Z&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: <br /> Ultimate Design Wind Speed—V,,,,(mph) <br /> Exposure Enclosure Roof Height Zone 120 130 140 ISO 160 170 180 <br /> X Y Z X Y Z X Y Z-' X Y Z X Y Z X Y Z X Y Z" <br /> 0<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 <br /> Open 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 <br /> 30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 <br /> 3-Corners 8 3 8 8 3 8 7 3 7 7 1 3 7 7 4 1 7 6 1 4 1 6 7 5 7 <br /> B <br /> 0<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 1 8 8 3 8 7 3 ' 7 <br /> Enclosed 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 ' <br /> 30<h<40 2-Perimeters 8 .3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 7 4 7 <br /> 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 <br /> 2-Perimeters 8 3. 8 8 3 8 8' 3 8 8 3 8 8 3 8 8 3 8 8 3 8 <br /> O<h<15 <br /> 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6 <br /> 15<h<20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 <br /> 3-Corners 8 3 8 7 3 7 6 3, 6 7 4 7 6 4 6 6 5 6 6 5 6 <br /> C Open <br /> 20<h<30 <br /> 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 .7. 3 7 <br /> _ <br /> 3-Corners 8. 3 8 7 3 7 6 3 6 6 4 6 7 S 7 1 6 1 5 1 6 N/A <br /> 30<h<40 <br /> 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 1 8 1 7 3 7 8 1 4 1 8 <br /> 3-Corners 7 3 7 6 3 6 7 4 7 1 6 1 4 1 6 6 1 5 1 6 1 N/A N/A <br /> Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13-R4for FL16709-R4 <br /> Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017 <br /> Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 14 <br />