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AR6A POR APPROVAL 8?AMP�
<br /> ��4v'��NIN� aCI��DUL�
<br /> GONNEGTIDN FASTENINGQ�� LOGATION
<br /> 22.WOOD 5'TRUGiURAL PANELS ANp I/2"AND LE55 6d`��
<br /> PARTIGLEBOARD°5UB FLOOR,ROOF AND 2 3/8°x 0.113"NA1L�
<br /> ;. WALL SHEATHING(TO FRAMING) I 3/4°16 GAGE'"
<br /> •�� 15l32°TO 19l32° 8d GOMMON(ROOFS IN IIO-140 I
<br /> =� V�MPH EXP"B')
<br /> .`�. SINGLE FLOOR(GOMBINATION 19/32"TO 3/4" 8dd OR bd° 6 INGH O,G.EDGES AND I
<br /> Ji SUBROOR-UNDERLAYMENT TO FRAMING) 2 9/8"x 0,113"NAIL" INTERMEDIATE,4"O.G,AT
<br /> �� 2"Ib GAGE" GOMPONENTS AND
<br /> � l/8°TO I" 8d� z0�3�G ED6E STRIP N I
<br /> �' I I/8"TO I I/4" IOda OR 8d°
<br /> ff 3/4"AND LE55 bda �e__._��,��,�.,,,z-"�''�f•InnNo._�,2G�ul N I
<br /> �� 7�8"TO��� BQa PVruvedlly. J1J:?tVSO� ..
<br /> ' Iilcbsrdl..RUllack "—""'
<br /> �+ I I/8"TO I I/4" IOdd oR 8dB 1oJNar 6id41ing Plmu ftza�ulnar klorlda Csrlf.7cnh!13�C�!! �
<br /> ' 23.PANEL 51DIN6(TO FRAMING) I/2°OR LE55 6d�
<br /> � 5/8" 8d�
<br /> �_' 24.FIBERHOARD 5HEA7HING9 I/2" NO.II GAGE ROOFING NAILh
<br /> '{' bd GoMMON NAIL(2"x 0.113")
<br /> �
<br /> y NO I6 GAGE STAPLE�
<br /> � 25l32" N0.II GAGE ROOFING P7AILh
<br /> s 8d CAMMON NAIL(2 I/2"x 0.191")
<br /> �3 NO I6 GAGE STAPLE�
<br /> a. GOMMO O
<br /> ia b. NAILS SPAGED A7 6"O.G.AT EDGES,12"AT INTERMEDIATE SUPPORTS EXGEPf 6"AT SUPPORTS lNHERE 5PAN5 ARE 48"OR MORE,FOR
<br /> NAILING OF WOOD STRUGNRAL PANEL AND PARTIGLEBOARD DIAPHRA6M5 AND SHEAR WALLS,REFER TO SEGTION 2305 FBG.NAILS FOR
<br /> �' WALL SHEATHING ARE PERMITfED TO BE GOMMON,BOX OR GASING.
<br /> � c, GOMMON OR DEFORMED SHANK(bd-2"x 0.113°�8d-2 I/2"x 0.131"j IOd 3°x 0.148'9.
<br /> :� d, GOMMON(bd-2"x 0,113°;8d-2 I/2°x 0.191°;IOd 3"x 0.148°).
<br /> e, DEFORMED SHANK(6d-2"x 0.113"i 8d-2 I/2"x 0,131'y IOd 3"x 0,148"),
<br /> E f. CARR051ON-RE515TANT 51DING(6d-I'1/8"x 0.106";8d 2 3IB"x 0.128")OR GA51NG(bd2"x O,Oq9°;8d 2 I/2"x 0.113")NAIL.
<br /> '�� g. FA5TENERS SPAGED 3°O,G.AT EXTERIOR EDGES AND 6"O.G.AT INTERMEDIATE SUPPORTS,WHEN USED AS STRUGTURAL SHEATHING.
<br /> �� SPAGING SHALL BE b"O.G,ON THE ED6E5 AND 12"O.G.AT INTERMEDIATE SUPPORTS FOR NON5'fRUGTURAL APPLIGATIONS. i�
<br /> � h. GORROSION-RESISTANT ROOFING NAILS WITH"1/Ib`DIAMEiER HEAD AND I I/2°LENGTH FOR I/2"SHEATHING AND I 3/4"LENGTH FOR 25/3" ��
<br /> �( SHEATHING,
<br /> it I. GORR0510N-�2E515TANT STAPLES WITH NOMINAL'1/16"GROWN OR I'GROWN AND I I/4"LENGTH FOR I/2"SNEATHING AND I I/2"LENGTH FOR
<br /> �'•; 25l32"SHEATHIN6 PANEL 5UPPORTS AT 16"(20"IF STREkGTH AXIS 15 THE LONG DIREGTION OF THE PANEL,UNLE55 OTHERWISE MARKED).
<br /> t; FOR ROOF SHEATHING APPLIGATIONS,8d NAILS(2 I/�"x O.II�")ARE 7HE MINIMUM REQUIRED FOR WOOD STRUGNRAL PANELS.
<br /> '� �. STAPLES SHALL HAVE A MINIMUM GROYVN WIDTH oF"I/16".
<br /> � I. FOR ROOF SHEATHING APPLIGATIONS,FA57ENER5 SPAGED 4"O.G.AT EDGPS,8'O,G.AT INTERMEDIATE SUPPORTS.
<br /> � m. FA5IENERS SPAGED 4"O,G.AT EDGES,8°O,G.AT INtERMEDIATE SUPPORTS FOR SUB FLOOR AND V{ALL SHEATHING ANp 3"O,G.AT EDGES,
<br /> b"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
<br /> �� n, FASTfNERS SPAGED 4"O.G,AT EDGES,8°AT INTERMEDIATE SUPPORTS,
<br /> ,5 ������������������� REV BY DATE DESGRIPTION
<br /> ti THESE PLAN5 WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINC� �;��fiF�� � D GUST OF IbD MPH.
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<br /> `� THOM�� �. i�l>CON, P.�. WEAtb�R KING PORTABb�6 BUILDINC�3 ;*, / � -;-� Da�, uiznz SHEET
<br /> LOFTED BARN WOOD SHED PLN�Yt/51DE PORGH - • ��--•T/-� w\ DWUNN BY� JDA
<br /> � ALA 30637 MSp 19034 K5a 21198 DIXON ENGINEERING,ING. 'Ibo Y�5rBR0ok RoAV �-n; / / �� a �
<br /> ',,; 5Ga 21592 NGp 035985 GAp 034311 STfE1GNRN.86511&inlG ANO II�PEGTION-COA BI95 HIGKORY,KY 42051 9�. T ?E•O F-' :�� GHEGKED BY� TAD r -�
<br /> ' WVN 011936 TXN 104953 MDU 40905 10410 MAIN SiRFET 066-q71-6440 0'• '�' �
<br /> � PAp 079009 VAu 04YA3 TFIOH0T05A55A,FL 335Q2 ',� ''P R ' "'�� �� `.�GALE, A5 NOTED
<br /> ,� TNM 112161 FLp 34222 VOIGE�Bf9-9B2-9885 FAX�813-902-2306 FAStENING BCNEDUL� ��isSj"""'���C���`� W.O.N0� 526-014 6 OF Il
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