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__ �__—' —_ _-' __-` SRE�POR APPROVAL STAM�S i � �H�A�RlU�4LL GH�Rt �� � WALL LENG H BY MATERIAL. a�t�y��s7 I BUILDING OPENIN6 o.iq awMiNur-i' 7/Ib"O.S.B. 5/8"LP DUTGH LAP 29 �t,f♦,e�/��'� i � WIDTH WIDTH OVER STEEL UNDER VINYL SMAFL751DE �q�Z"TI-II4'9 6A PANELS 5/Ib" Ziq�o PREUSION OVER STEEL GEMPANEL6•9 Q I �� STRAPPIN6 51DING•• pANEL3•�•9 STRAPPIN6 � ; � NONE � � 5'-II" Il'-q" I'1'-9" Il'-9° I�'-Q° I'I'-9" ��' � ��' 3'-O"MAX. ID'-0" ��! ri � NONE �� `=% a, � �. IS'-10" i' % �a � ti , l'-II" 4'-O" 23'-q' 23'-9" 23'-9" 23'-9° 23'-9" 14'-O" f Il�'� _� � :� c i �; g�_O^ �O�'�� I � NONE �� c�' � � � 9'-II" 4'-O" 29'-9" 29'-9° 29'-9" 29'-9" 29'-9" IQt-ID" �roc � s�`�� ' o ` 3 5'-O° 16'-0" !^� ��F� � NONE \1� � �, s � 4�-�" 22'-10" � � ��_3,� ��_3� �� 7� d' � II'-5" 5'-O° 34'-3" 34'-3" 34'-3" ` � `� i� 6'-O" 18'-O" O $`o ��.. � 8'-O" 28'-D" 32'-0" 12-p p � q7 S � NOTES: � S.pNEARWALL I. O.I9 ALUMIMIM DUTGH LAP SIDING SHALL BE FASTENED USIN6 N8 x 3/4°WOOD SGREWS AT 5 I/2"O.G.ALONG FRAMING AS PER MANUFAGNRERS s � I�� 2. l/IbGOSB SHALL ERFASTENED US N�G 8d GOMMON OR EFORMED NAILS AT IbGO.G.IN FIELD AND 4"O.G.ALON6 ALL PANEL EDGES EXGEPT FOR � A-II SGALE:N.T.S. l'-II"WIDE BUILDINGS WITH 5'-0"DOOR OPENIN6 FASTENING MUST 8E SPAGED AT 6'O.G.IN FIELD AND 3"O.G. 5 3 5/8°LP SMART5IDE PREGISION PANEL Iq0 SERIES SHhLL BE FASTENED USING 8d GOMMON OR DEFORMED NAILS AT 6'O.G.IN FIELD AND 3"O.G. � ALONG ALL PANEL EDGES. t 4. Iq/32"TI-II SHALL BE FASTENED U51NG 8d GOMMON OR DEFORMED NAILS AT 6"O.G.IN FIELD AND 4"O.G.ALONG ALL PANEL EDGES � 5. DUTGH LAP 29 GA PANEL SHALL BE FASTENED U51N6 a8 x 3/4°WOOD SGREW AT b"O.G.IN FIELD AND EDGES BASED ON MANUFAG7URER5 � SPEGIFIGATIONS. _ 6. 5/Ib"GEMPANEL SHALL BE FASTENED USING bd GOMMON NAILS AT 4"O.G.EVERYWHERE � l. 8'-O"OPENIN6 IN ENDWALLS REQUIRE ADDITIONAL 20 GA x I I/2°STRAPPING FASTENED TO ENDWALL FRAt�11N6 INSIDE OR OUTSIDE AS SHOWN IN $ ELEVATION DETAILS TO AGHIEVE 34'-3"LENGTH IN II'-5"WIDE BUILDINGS � 8 WINDOWS AND DOORS MAY BE LOGATED IN EITHER THE SIDE WALL OR ENDWALL.DOORS ARE PERMITTED TO BE IN BOTH ENDWALLS OR ENDWALL y ID6'1Nfit-L�1 ME1�-6.1 IMEN510N IN SIDEWALLS LL BE BftSED ON THE SHEAR , 8 Qj WALL HEIGHT TO YVIDTH RATIO OF 3.5:1 AND SHALL NOT EXGEED(7J3)OF BUILDING LENGTH. 9. FLASHING REQUIRED A7 HORIZONTAL AND VERTIGAL ABIITMENT JOINTS 5[E TYPIG;4L DETAILS ON SHEET A-14 � 10 INSTA�L WATER RESISTIVE BARRIER GONSISTING OF I LAYER OF ISLB FELT PAPER OR OTIIER APPROVED MATERIAL WITH FLA51�IN6 15 AS I � DESGRIBED IN NOTE 6 PER FBG 14042. � �_ I JDA O'1/21f15 REVISED PER GOMMENTS g ��i� � R€ Y DATE DESGRIPTIOIJ �' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA EUILDING GODE,BUILDING FO�`� .�E �� • �UST OF 140 M.P. . � � �'�� j�� BENNBTT BUILDINCs SYSTEMS �*;� 2 DA D6/7_9/IS 5HEE7 � END GABLE SNED PLN5 � ; * � � AWN BY: GNO ' � ALn 30637 MSn 19034 K5n 21198 DIXON ENGINEERING,ING. 1660 DIXON AIrzLINE 2oAo �b; :�� J� n SGe 21592 NG�035985 GAa 034311 STp.�TURAI.ENGI�EEWNG At�MSPEGiIGN-caA 81q5 nv�usrn,GA soaob �Sy: g T ;t�� LHELKED BY: TAD .Lb ns �1 {�N O11936 TXu 104353 MD�40905 10410 MAIN STREET PHONE:I-41e-552-111� �O•. � ,:Ui� 9�� � PA�0�90�J9 VAu 045593 THONOTOSASSA,R 33542 �� R 1... SGALE. AS NOTED � TN��II2161 FLu34222 VOIGE.813-982-9885FAX:813-982-2306 SH�AR UJALL TA�L.E ��isS��' "" � WO.NO: 530-021 17 OF 21 �, rere�m� �