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� or����� <br /> Lateral load support � H�z o z Q z <br /> for ledger, see detail �� p Q���� <br /> �'O�a � G:;� � <br /> � z ��>� <br /> ��o a�o�, <br /> ���,w ¢ c� R <br /> ����a�'-� Q <br /> Joists Hanger �,W�� � � �r u <br /> oQzz��z��N <br /> Joists vQc�� ¢ozs� <br /> ���� <br /> � �wcn'r � � <br /> �"^ Z �Q�- � �d��- <br /> Decking ° ��o��a�,u <br /> �� �Ono�`�� <br /> 24" max ��'�wz�Q?Q <br /> averhang �o� ���� Q � <br /> �� � zr� <br /> � � �� ���: <br /> � � �� � <br /> '' d, � Q��� ��� <br /> . <br /> , <br /> � Positive jni�t to (� <br /> �� ledger connection <br /> Joist Spacing � � See Table R502.2.2. � �' � <br /> see Span Table �..�„�„i � �' "' <br /> � <br /> o � <br /> pas F�- � ;� � <br /> . � w <br /> _ f sp�Ci ,�� � / � � � <br /> � � �� � <br /> 4x4 posts min. w/ ' Y � � � <br /> Deck �onnec�ions , ,t �,�, �oist span, ,� � w <br /> 8 0 max. height see span tab(e � � � � <br /> AI!fasteners nails bolts screws etc. must be carrosion resistant. See Deck �r�d 6x6 for 8'0"to � � � o <br /> Const�uetion Note 3 a e 2. 14'd" m�X. h8ight ,.� N J <br /> Girder beam � � ° ~' � <br /> Fallaw manufacturer's insfructions for timber connectars. N o n-C o r ro s i v e m e t a i �T� Q � �! � <br /> Connections Nailin post/beam conrtector �� � N � <br /> 1 Jaist on deck beam; toenail each end {3)8d � o 0 <br /> 2 Brid in or blockin to oist;toenail ea. side,ea. end (3)8d CoCitipuous solid biocking � �' �" � <br /> 3 2x deckin to bist or deck beam, biind and face naii (2} 16d . . FoOting, see Sp�n � � � ,� <br /> between�aists , Table and Footing � � � r <br /> 2 4" m a x i m u m b e a m o v e r h a n g Ptitote. W � � � <br /> Guardrails are required when the � � � <br /> deck is more than 30" above.. Q � � � <br /> grade, . � � � � <br /> "" ' � <br /> Z �' W °' <br /> � W � � <br /> 36"minimum high guard ������� ���� q � „ <br /> Existing building with intermediate rails ����� ��C�(�a � � �., 6 <br /> spaced so fhat a sphere � �, <br /> F(ashing 4"in diameter cannot p o <br /> See d etail"- -.:__ pass thraugh Sheating ���IC �G'C�dS � � N <br /> Sidin9 � � w <br /> See detail � N <br /> for guardrait Noid-down or <br /> "'� post connection Flashing for <br /> ,,.- Decking � tension device Floor sheathing nailing water tlghtness <br /> / / w�ith�C60q# at 6"o.c. (maxj to jaist Decking <br /> r � p 'y with hold-down. <br /> Secure ballusters <br /> ( with (1)#8d wood Deck joists - <br /> � screw fop&bottom p <br /> f Approved joist hangers <br /> � � %a°spacing Pressure treated 2x ledger 2"min. <br /> recommendec{ � � � � with fasteners per IRG <br /> Nate: for drainage Knee brace�are Table R502.2.1 <br /> required if distanc� ��~ <br /> Contractor to fieid verify from grade to top of <br /> adequacy of solid lumber post exceeds 48° Deck Joist Ho[down device min 750#capacity � � <br /> for led�er connection. � Floor jaist at 4 locations, even{y distributed abng Fioor jaists O <br /> (f an exit or e�ress fram the Q deck&1 within 2'of each end of the � � � <br /> existing building passes ledger.Holdawn devices shail fully � � <br /> under the proposed deck,or if engage deck joist per holdown <br /> there is an existing patio 4x4 posfs min.w/ manufacfurer(siight offset allowed). � <br /> under the proposed deek, 8-0 max. height A fuliy threaded 3/8"diameter lag screw ^ <br /> 6'-8"minimum ciearance and 6x6 � ���� � ,� � <br /> musf be main#ained. Please for 8�-0"to � predrilled w/min 3"penetration to center �p���� � � � <br /> indicate opertiings in existing 10-0 max. heighk (Required for New Construction) Existin Construction Onl � <br /> wall in elevation view. of top plate,studs,or header. t 9 y) � <br /> 1�J W <br /> Note: Nate: � � � <br /> "'—' These defaiis are applicabfe Holdown devices are not required <br /> ��t'�' Manufactured post where flaor joists are parallel for decks less than 3'-0°high or . <br /> Fier blocks may be base cast in footing to deck joisfs. free standing decks. � W <br /> substg tedforTvpeA ��C����' d�����hrrt�nt f�r t����r�l Lo��� i��r 1�� 5��.�.�.� � z � <br /> footin s. 3,000 psi cancrete � <br /> (no speciai <br /> inspectian required) � � �T� <br /> Finished grade <br /> � � �1 <br /> ���clear <br /> 18" 4x4 min.post Q <br /> �., a • - (2}#4 ea. way, 3" max � A 51&' Qf galvanized m.b. @ 6`0°o.c. max.,TYp � Z <br /> e-- o •. •° ciear fo bottam of p� � <br /> footing. Footing <br /> orthreadedrod w/ '� � <br /> ( � I � � � to bear on nuts&washers 7`min � <br /> s —1 l-T�I-Ti- —1 !-1 -°=11— earthturbed � C.� c� <br /> ���tC�� �}e�$i ��C�1C?1`1 z�minand5"max � o cy <br /> N <br /> Or 9f3 the height af#he post, 16" � <br /> whichever is g�eater Beam splices must occur max <br /> over pasts with 1-1l2"min.bearing Min. 1$00# ������n A <br /> Corrosion resistant, � ��n fension straps <br /> metaf calumn cap: Girder beam 5t8' �3 afvanized m.b. <br /> Follow manufacturer's � or hreaded rod w <br /> insta(iation instruc#ions. � i <br /> . • . Note: Zx$min.biocking <br /> � � nuts&washers <br /> \�� '�` d stanbe from g ade to t p�of post 2"min <br /> exceeds 4 feet. � <br /> � 2x8 min.deck 2°min � � <br /> ,� 45° 4 x 4 knae brace joists&rims 2�min and 5 max <br /> cV 2�min <br /> Note. , <br /> (1}3(8"diameter thru-bolt Use above details for guard connections or provide engineered Min. 1800#tension straps <br /> Atternate Knee Brace Detail: • ' with washars,top&bottom(typical) design that shows Guards can resi5t a single concentrated l�aad <br /> 2x4 kr�ee brace face nailed ea.side of `` of 2t1� �bs appl"ted ir► any direction at any poirtt along the top and ' <br /> Pressure t�eated h�ve att�chment devices and supporting stt'ucture to transfer fhis ������� � � <br /> post and beam witi�4-16d nails af each IOad t0 ��ppropriate structural e(emants of the building per I�C <br /> face and cannecfion woad post SeC 16Q7.7.1,1 <br /> ��S$ �� ���.Ctl �C?I'11i�Cflt'31"i Vlt� ��'t�� '��"��� �U��°��'�1� ��C111��'�1(�tl <br /> (Guardrils are required when the deck is more <br /> than 30" above grade.) 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