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� <br /> � . <br /> 1�R11�9I11��E��. <br /> TABLE 1(CONTINUED�: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF�;SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER <br /> NOMENCIATURE: W=MINIMUM SIDE LAP W IDTH(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 /> SYSTEM W-1]ZONE 2&3j PERIME7ER&CORNERAREA ANCHOR SHEET�ATTACHMENT:: � , ' , � ' M ` " � - � -� <br /> Ukimate Design Wind Speed—V„i�(mph) <br /> Roof Helght <br /> Ezposure Enclosure (ft� 2one - - '120 130 . -140,:= 150 -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 /> 2-Perimeters 8 - ' 3 8 8 3 8 8 3' 8 8 3 8 7 3 Z 7 3 7 6 3 � 6 <br /> 0<h<15 � <br /> 3-Corners �8� 3 8 ' 7 3 7 6 3 '- 6 7 4 7 6 4' 6` 7 5 7 6 5� ,. "=6. <br /> �-Perimeters ' 8 - 3 8 8 3 8 8 3-� 8 8 3 8 7 3 Z 6 3 6 7� 4 : 7 <br /> 15<h<20 '- ' . ' <br /> 3-Comers 8 '``-3 8 7 3 7 6., •, 3'f " - 6 7 4 7 ,7- 'S: :7 6 5 6 � N/A_'.,' <br /> C Enclosed ` � <br /> 2-Perimeters 8 3 8 8 3 8 8 3 8. 7 3 7 � 6 3 6 - 7 4 7 6 '4. ' .6 <br /> 20<h<30 - <br /> 3-Corners 7 -3 7 7 3 7 , 7 . �4 7 6 4 6 6 5 6 N/A N/A' <br /> 2-Perimeters 8� 3 � 8 8 3 S 8 v3;' � .8' '° 7 3 7 ' 6 � 3� ' 6 7 4 7 6; .,• 4� .6 <br /> 30<h<40 . � <br /> 3-Corners , ,7 ' = 3 ` 7 � 6 3 6 '7 `�• -4 ` 7. 7 5 7 6�_ 5,. :6, ' N/A -. N/A� ' <br /> 2-Perimeters ` 8� _ 3 8 8 3 8 �8 3 •� 8 8 3 8 S 3 8 7 3 7 8 `4,:; 8" <br /> 0<h<15 " <br /> 3-Corners 7" 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 - .N/A <br /> 2-Perimeters 8 � 3 8 8 3 8 8 3 - S 8 3 8 7 3 7, 7 3 7 8 4 � 8 <br /> 15<h<20 . . <br /> 3-Corners 7 .'. 3.- 7 6 3 6 7 4 Z 7 5 7 6 5 6' N/A N/A - <br /> Open •� <br /> 2-Perimeters 8 , 3 8 S 3 8 8��- � 3'`_ , 8 8 3 8 ' '7 3 �7 7 3 7 "7' ''< 4:_;':�7` <br /> 20<h<30 ' ' � <br /> 3-Corners ;7 : 3 7 7 4 7 6 4-� 6 6 5 6 N/A N/A N/A �- <br /> 2-Perimeters 8 3 8 8 3 8 S 3 8 8 3 8 7 3 7 8 4 8 8 � 5 = 8 <br /> 30<h<40 _ <br /> 3-Corners 6 �3 6. 7 4 7 6 �4 6 6 5 6 N/A , N/A N/A - <br /> p ' - <br /> 2-Perimeters 8 ; :3 � 8 8 3 8 S. ,3, .-8- 7 3 7 6 3 = 6 7 4 7 6 4' ''.- 6� � <br /> 0<h<15 . - , , „ ` <br /> 3-Comers '7°'" 3 • 7 ' 6 3 6 7 -¢,- - 7 7 5 7 �6 5 '6 - N/A 'N/A ;'��; <br /> 2-Perimeters 8 3' 8 8 3 S 7 3 , 7 7 3 7 7 4 7 7 4 7 • <br /> 15<h<20 - ,� <br /> 3-Corners - 7 3 7 7 4 7 6 4� 6 7 5 7 N/A ' N/A <br /> Enclased <br /> 2-Perimeters 8 �3' 8 8 3 8 7 3 " 7 6 3 6 7 4 , 7 6 4 6 � <br /> 20<h<30 3-Corners "�6; 3 6 7 4 7 7.,� �5 • 7 � 6 5 6 N/A . N/A N/A , ' <br /> 2-Perimeters 8 . �3 8 7 3 7 7 3 7� 7 4 7 ' 7 '4 ;, '7 � � <br /> 30<h<40 N/A <br /> 3-Corners 6 3 6 7 4 7 7� 5 ,7� 6 5 6 N/A -� <br /> Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 <br /> Certificate of Authorization#9503 Revision 3:Ol/26/2016 <br /> Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 14 <br />