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t� � <br /> �Po�IeI���E��. . <br /> TABLE 5: WOOD DECKS—NEW CONSTRUCiION OR REROOF(TEAR-OFF�;SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,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 /> Base Sheet RoofCover <br /> System Deck Attachment <br /> MDP(psf} <br /> No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap <br /> W X Y 2 <br /> SYSTEM DESCRIPTION WITH ZONE.1(FIELD AREA)BASE SHEETATTACHIVIENT: ,. ' � � ' • • � <br /> Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia. BP-AA,SBS-AA, <br /> Min.19/32-inch SBS-AA,SBS-TA <br /> W-5 Base 20;Poly SMS Base;Ultra tin caps with 11 ga. 4 8 3 8 SBS-TA or APP- -60.0 <br /> plywood;See Note 1 poly SMS Base;Yosemite annular ring shank nails TA or APP-TA <br /> SYSTEM W-5�20NE 2&3j PERIMEfER&CORNER AREA BASE$HEET ATTACHMENT: - _ ' _ _ - ` _ - , � � � <br /> Ultimate Design Wind Speed-V„is(mph) <br /> Roof Height <br /> Exposure Enclosure (ft) Zone . 120 130 140 . , 150 160` 170 180 °'• <br /> `X -'Y Z X Y Z � X .. Y_= Z X Y 2 `=:X ' Y . Z - X Y 2 'X� Y�_..;=Z <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 /> 0<h<30 - - <br /> 3-Corners 8- 3 8 8 3 8 8 ' 3 " 8 8 3 8 7 • 3 7 6 3 6 5 -4� ,_5 <br /> Open <br /> 2-Perimeters ,8 3 8 8 3 8 8 3 . S - 8 3 8 8 3 8 8 3 8 8 : � 3 8 <br /> 30<h<40 <br /> 3-Corners 8 .. . 3• 8 8 3 8 8 , :3 . .8 . 7 3 7 6 3 . -6 5 3 5 5 , A 5• <br /> g °, -. , , <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 /> 0<h<30 . j <br /> 3-Corners =8 ' 3 8 8 3 8 8 3 ' 8 ' 7 3 7 6 • 3 6 � 6 3 6 ' 4 - 3 4 <br /> Enclosed � <br /> 2-Perimeters 8 3 8 8 3 8 8 , 3 8 8 3 8 8 3 8- 8 3 8 7 3 7 <br /> 30<h<40 <br /> 3-Comers 8 _ 3 8 8 3 8 8 3- 8 7 3 7 6 3 6 4 3 4 4 - 3 4 <br /> 2-Perimeters S 3 8 . 8 3 8 8 � •�3 8 8 3 8 ,8 3 " 8. 8 3 8 '8 ` - 3- �8 <br /> 0<h<15 � <br /> 3-Corners 8 ` � 3 8 8 3 8 7„ y '3' . 7 6 3 6 ` 5• 3 LLS : 5 4 5 4 '4'=' _4 <br /> 2-Perimeters 8. . 3 8 8 3 S S 3` .� 8 8 3 8 8 , 3 8� 8 3 8 8. '� 3 � 8 <br /> 15<h<20 � - <br /> 3-Corners 8 �°3 8 8 3 8 7 3 . 7 6 3 6 5 4 5 5 4 5 4 � 5 4 <br /> C Open <br /> 2-Perimeters 8 - 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 <br /> 20<h<30 - <br /> 3-Corners 8 ',` 3 8 7 3 7 6� = 3 6. 5 3 5 5 . 4 - `5 5 5 5 � 4- 5 ,;'_4 , <br /> 2-Perimeters 8 3 ' 8 8 3 8 8 "'3 8 ' 8 3 8 �8' 3 ', 8- 8 3 8 � 7 3 ' �7 <br /> 30<h<40 <br /> 3-Corners 8" � 3 8 7 3 7 6 ' 3 6 5 4 5 5 5 ,.5 " 4 5 4 4 5 . 4 � <br /> Exterlor Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 <br /> Certificate of Authorization p9503 Revision 3:Ol/26/2016 <br /> Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 of 14 <br /> I � <br />