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Sheating ���1� ��?C�E� <br /> E.�teral load �uppar� s�a��s-� � °� z o 2 Q o <br /> Hold-doti+m or Flashin y for � r� �,� � Q y, 7�c,�� cn <br /> (O t' �E�g�r, �G'�,' d e�e`�l I tension device Floor sheathing nailing watar iightness � ��cn ;� � ;.�a � � <br /> with 1500# Z � � � � <br /> af 6"o.c.(maxj fo joist Deckin F-� �^O a�O� � <br /> capecity �iih hold-down. g U' ¢ �°' Ca <br /> I � Deck joists ��„��,' O � a ,� Q <br /> � :i; ¢ � w � <br /> �}oists Ha�i 2f t Approvedjoist hangers a N W� x h U <br /> OQ `^Zc�r�vi� �`n <br /> � � Pressure treated 2x ledger 2"min. h 2 <br /> � � wiih fasieners per IRC U Qz � ��O Z 3;� <br /> �OISIS �� z � Q � z� �Qo <br /> ("—"—' Table�"002.2.1 � Q���-. <br /> Deck Joist--� Holdown device min 750#capacify O w H Z � a �;�, <br /> F l o o r j o i s i V n � c n� � U <br /> af 4 locations,evenly raistributed along Fioor joists �� �' � � �`n 2 <br /> deck�1 v�ifhin 2'of each end of fhe � � Q O � z'�' <br /> ��C�)(l� r led9engage dec�c�joi it pzr holdaN'n ,�..�z �",,`J'� Z �z � ;�' <br /> � manufact�arer sli ht offset aliowed. � V r � O ¢ ^, �, <br /> / � 9 ) �0'a� � � G <br /> 24" maX � � (,�pf�c�n # 1 i� #�s�n # � � � z � �' <br /> A fully threaded 3B"diameter lag screw W� � W � W <br /> �� predrilled Lv/min 3"peneiration to center � ::� '� � � >^L� w � <br /> {�V�r��� �. e ,� (Requirzd for Netiv Consiruction) of Fo p plaie,studs,or header. ��xisting Gonstruction Only) x �� :=t w Z O � ,��., <br /> � /f� �� � � � H � V E-�R: � V F-� � <br /> % <br /> �,�. �� � Notei Note; r^ <br /> � i / These details are appiicabie Holdown devices are not reguirecl V J <br /> Y / / � � , wtiere floor 1"oists are parallet for decks tess than 3'-0"hign or � <br /> � / / � � � to deck joists, free standing decks. � o <br /> ' ` l.edg�r Att��hrr��nt f�r ��t�r�� L�a�� ��r ��� �O�II2v2,3 W o � <br /> � N <br /> � '1 � Pos►t�ve jaist ta � U � � <br /> �� � Iedger �annection � � ;� <br /> Joist Spacing � � ' Z � � <br /> , �ee T'able R5U2.2.2. i is� I 4x4 min.�ost �, � <br /> SE,'�' '�"`��Cl Tc���E: �. �� max—� A �18' �ga'vanizerJ m.b. @ 6'0"o.c.max.,Typ /� � � w <br /> ���, �-,, / � or fhreaded rod v�/ �� � o � <br /> 2min � � � o <br /> �Sp�C,� � � I nuts 8�washers a Z � <br /> ,'" i�; � .,.� � o � h� w ''� � � <br /> � � � � � <br /> � �'h°min and a max � � � � � <br /> 4x4 posts min. w/ ���� Joist span, �n y v <br /> Q o � <br /> 8 0 max. heilght " see span t�ble ma� DAin. 1800# ����iO� � � � � <br /> �(IC� �X� ��!' �i � LO iension sfraps o � � v� � � <br /> I � � � <br /> ��`a" 1l1raX. ��I�rl� � 51s' ��galvanized m.b. � 2 ,� � �� <br /> � or threaded rod w/ � 'G-i <br /> 2x$min.biocking � W x � � <br /> �I�C�@C'�E,'c`�i'7t � puts&washers ,,, <br /> �QCi-GOC�c�51Ve CTi2t&1 �2"min q o � � <br /> �70S�II7�aCl'i COtlC1�C�01" _ � ,,., � � <br /> 2x8 min.deck � 2°min � � � � cn y � <br /> joists&rims -'/,_"min and 5'max � � F-� � W � <br /> Gantinuo�s solid blocking Foo�ir�g, s�e Span r"'�° ' � w � � � <br /> Nofe, ' � �-1 ,_., � <br /> �?��W2�Ci J018�S T��J�B and �Oq�tCl� Use above details for guard connections o�provide engineered Min. 1800#tension straps I� � �-" � <br /> ` ����= design that�hov��s Guards can resist a single concentrated laad � _ <br /> ��r° Cl`I�XfCC1Ut fl �{��Cfl OV2C�tall ' of 200 lbs applied in any direcfion at any point along the top and ..� � .� <br /> � have attachment devices and supporting structure to transfer this ��{;���� � �T� O v <br /> �Llc�i'C��'�l��u ar8 C'Gf�l.l[CE%C� W�IE%n ��IE% Ivad to a_ppro�riate structurai elements af the building per IBC .r <br /> deck is more �har� 30" a�?OV�'_. sec 1607.7.1.1 � '' � � <br /> grade. � ���c���i� ��r�����a�� � v N <br /> (Guardriis are required whe�the deck is more � <br /> than 30"above grade.) <br /> �� � � <br /> 36"minimuo�high guard <br /> cxisting building with intermediat2 rails ����� ��'��� <br /> spaced so that a sphere <br /> Flashing 4"i�diameter cannot �/1 <br /> ���k ����������� ass throu h V J <br /> See defaii . _ p 9 � <br /> All fasteners nails, bolts scre�r�s etc. must fae corrosion resistant. S�2 DeCiC See defail <br /> for guardrail �, O <br /> Construction �tote 3, a 0 2. �Decking / � post connection r T� <br /> FQllouv manufacturer's instructions for jimber conn�ckors. / <br /> � � � N l�r�� <br /> Cpl�!'1@GtiQi15 j�j�j�i�g Secure ballusfers � G1 <br /> � � wikh(1)i#8d wood � <br /> 1 Joist an civck beam; toenail each end (3) 8d ` I screw fap&bottom �T� Q � <br /> 2 Brid in or btackin ta 'oist; toenail e�. side, �a. end (3) 8d , M•+� � <br /> �, / /"spacing � � r_' <br /> 3 2x deckin 4a 'oist or deck beam; blind and face nail (Z} 16ef recommended \ � w <br /> � � yo�Q: for drainaye Knee braces ara [� � <br /> required if distanc2 <br /> ConTractor to field verify from grade to top of O � <br /> adequacy of solid lumoer post exceeds 48 <br /> for ledger conneckion. � � �"'� <br /> � V J <br /> If an exit or e�ress from the � � W <br /> existing building passes �'T 1 <br /> under the proposed deck,or if � W h'� <br /> there is an existing pakio 4x4 posts min.w/ <br /> � £�� �� � � � � r under the proposad decR, 8'-0"rnax.height � <br /> ��� a€ ; � fY £ *�T } r 3 ��.O�, }b �k o'-8"minimum cfearance and 6xo � <br /> � �� � f�� � �� � z � � � � ,., ,� ' musk be maintained. Piease �p�"m x�hel ht � W <br /> $� �f � �� �� .��i� �,��, � ���.. � �� indi_afe openings in existing g � � � <br /> $� �� �� ��'-:�a =� �' , x-�� � � �/Q wal!in�e(eVation vieN: � r <br /> 1�II �i� 4��a��i.a t���'����X-d''�t €3Y� ���` jr�fi���j /� / L�J <br /> � �j 11 <br /> �. �y`� �rst #�t�i^� +'3. � �� *'r 3 _p��u ��rb L <br /> �*�.� �- �i ie �a s,.�s`.� t�� �. ' �� E <br /> �_ �6 3� � �--� ���� <br /> ��� � � � A W <br /> �����v� � `�i ��f���; `�� ,,x ':.���k��`� , Plote: Manufactured posk � � � <br /> ������� ' �������� ��������� �� � ������ Pierblocks may be baSe cast in fpotrng <br /> �� <br /> s�bstituted far Tvpe R [�] a r�., <br /> � c „ footings. 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