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16-17278
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16-17278
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Last modified
10/31/2016 1:17:48 PM
Creation date
10/31/2016 1:17:42 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
16-17278
Building Department - Name
HARDEN,ANTHONY & KAREN
Address
5237 4TH ST
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r.�,�<�'� <br /> � � <br /> ��f RI(�lll`� E�D. <br /> � <br /> TABLE 4: WOOD DECKS—NEW CONSTRUCTtON OR REROOF(TEAR-OFF�;SYSTEM TYPE E: NON-INSULATED,ME[HANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER <br /> NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH��X=MAXIMUM SIDE LAP FASTEIYER SPACING(INCH O.C.�� ' <br /> Y=MINIMUM�1 OF STAGGERED CENTER ROWS;2=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.� <br />' Base Sheet Roof Cover <br /> System Deck Attachment <br /> MDP(ps� <br />, No. (See Note i) Base Fasteners At Lap Staggered Center Row(s) Ply Cap <br /> W X Y Z <br /> SYSTEM�DESCRIPTION WITH ZONE�1(FIELD AREA)BASE SHEET ATTACHMENT: � ' • � � • � � ' <br /> 32 ga.,1-5/8-inch dia.tin <br /> W 4 Min.19/32-inch Flintlastic SA NailBase caps with 11 ga.annular 2 g 3 8 (Optional)SBS- SBS-SA -60.0 <br /> piywood;See Note 1 SA <br /> ring shank nails <br /> 'SYSTEM W-4)ZONE 2&3)P.ERIMETER&CORNER AREA BASE$HEET ATTACHMENT: � � ^ " � . - � ' " ' ' , � - <br /> Ultimate Design Wind Speed—V„ie(mph) <br /> Roof Helght <br /> Exposure Enclosure (ft� Zone - 120 - 130 �. 140, - I50 -� 160 . 170 180 <br /> ;X: ,. Y • ,Z.: X Y Z ,.X � 'y ;.'.; Z. .' X ' Y Z -, X �Y '2 ' X Y Z 'X ' �Y="�, Z <br /> 2-Perimeters :i8 = 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-Comers 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 a 8., 3 8 8 3 8 ' 8; 3 - 8 8 3 8 '.8 3 � � 8 8 3 8 8 3. . 8 <br /> 30<h<40 <br /> 3-Comers -8 3 8 8 3 8 8. ' 3 8 7 3 7 7 3 7 5 4 5 � 5 4 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 <br /> 3-Corners �8, 3� 8 8 3 8 8 3 8, 8 3 S 7 3 7 5 3 5 4 ' 3 ` 4 <br /> Enclosed <br /> 2-Perimeters 8 3 ` 8 8 3 8 �8 3 -8 8 3 8 S ' 3 8 • 8 3 8 8. '3_' 8 <br /> 30<h<40 <br /> 3-Carners 8 ` 3 8 8 3 8 : 8 3 8 7 3 7 5 3 5 4 3 4 4 -.3 4 <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<15 = - <br /> 3-Corners 8� 3 , 8 8 3 8 „8 3 8 7 3 7 ' S .��4 .,5 5 4 5 5'' 'S � �.�5 <br /> 2-Perfineters S 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 ,8 <br /> 15<h<20 <br /> 3-Corners S 3 '8 S 3 8 7 3= 7 6 3 6 ,5 4 5 5 4 5 5 5. 5 <br /> C Open <br /> 2-Perimeters '� 8 3 8 8 3 8 8 3 `' 8 � 8 3 8 8 3 � S 8 3 8 �7 , 3 � 7 <br /> 20<h<30 <br /> 3-Corners `8. 3 - 8 7 3 7 J' `3�' 7 5 4 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 ' S 8 3 8 6 . 3 6 <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 /> Exterfor 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 11 of 14 <br />
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