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� - --- <br /> T°A�LE �07.2. 1 �p�n 1'a�le and �oo�ing S�hec�ul� �or D�ck.s . <br /> � S ans based on use of No.2 H+�m-Fir or better <br /> ��� �`I��#�� �� ��r ����� _—� ��`������� �����r- .__ _ I�t��4�fEM��V1' UF LAC� SC��W� AN� ��LTS IN L�DCER AND �AND JCJIST� p ��� � � <br /> 50 s.f. loadin 10 �.f. dead load + ��0 s,f. live load ���������� <br /> p• J � p� p• ) ���' t�����' <br /> ��������� ������������ � ~ ° M1NiMUM END AND EDGE DISTANCES AND SPACIRIG BETWEEN ROWS �eam spans and footings assume m�ximum 24" ov�rhang <br /> . � �-������ � ;,-� _ . <br /> ������������� � - TQP EDGE BOTTOM EDGE ENDS I�OW SPACING Joist size S acin of 'oists Max. s an of 'oists Max. span of girder beams between posts / footing type ����� �� ������f7��� <br /> , � ����� ���� <br />� ' � ���_ � ���'� . , _ LEDGERa 2lnches� 3/4lnch 2lnchesb 15/8lnchesb 4x� Footing 4x8 Footing 4x10 Footing <br /> �U�!"� ���� = � � � �-}_��- � e b b @ 12 in 9 ft - 10 in 5 ft - 5 in B 7 ft - 2 in B 8 ft - 10 in C <br /> t BAND JOIST 3/4 lnch 2 Inches 2 Inches 1 5/$ Inches � <br /> � ���� �� ����� � .. , . <br /> � For S1: 1 inch - 25.4mm 2X6 @ 16 in 8 ft - 9 in 5 ft - 8 in B 7 ft - 6 in B 9 ft - 2 in � �" '� � , ,� � <br /> ����.�I��`l� � �x �� ; <br /> i �����: � g a. La� screw or bolts shall be staggered from the top to the bottom alon the a� 24 in 7 ft - 1 in 6 ft - 1 in B 8 ft - 0 in B 9 ft - 10 in � ��,.� �,� � ,. �_. & :� . ,� _i� <br /> c�� ����� � � -�_ � hor�zontal run of the deck fedger in accordance with Figure R507.2.1 1 @ � <br /> ) 12in 12ft - 9in 4ft - 11 in B 6ft - 6in B 8ft - Oin B #� � � � � � � C T S <br /> � b. Maximum 5 inches. <br /> ' i � ' the manu facturer's recommen da tions s ha l l overn. 2 X 8 @ 1 6 in 1 1 f t - 1 in 5 ft - 2 in R 6 ft - 1 1 in B 8 f t - 5 in C <br /> ����-����1 ����i�� - _ ���-� ��1�� mj` C�i� ����� c. For engineered rim �oists, c r e w s o r b o l t s t o t h e to ed e • . . . . 21620 84th Ave. S. <br /> � , � d. The minimum distance from bottom row of !ag s P 9 a� 24 �n 9 ft - 0 m 5 ft - 7 in B 7 ft - 5 in B 9 ft - 1 in B <br /> ����� �' � of the ledger shall be in accordance with Figure R507.2.1 (1 ). , ste. 200 <br /> __ ���������� ������ e. The 2inches may be reduced to 3/4 inch when the band joist is directly supported @ 12 in 15 ft - 7 in 4 ft - 7 in B 6 ft - Q in B 7 ft - 5 in C Kent, WA 98032 <br /> by mudsill, a header or by double top wall plates. <br />� �������.� ���,���a�� � � � �'� ���, 2X10 @ 16 in 13 ft - 6 in 4 ft - 10 in B 6 ft- 5 in B 7 ft - 10 in C <br /> � '� LAG SCREW OR BOLT STAGGER FASTENE RS (2 5 3) 4 6 8-7 6 9 6 <br /> �������,�. ���.�� �_���" ���, ��� �" ���, iN 2 Rows a� 2 4 i n 1 1 f t - 0 in 5 ft - 3 i n A 6 f t - 1 1 i n B 8 f t - 5 i n B �v.ihbarchitects.com <br /> _ <br /> _ �a�T'ING TYPES <br /> ����� ���� �'��'���'�� �� ���� ���° � 2�� IV�IN O rj.Fj" MIN FOR 2x8* The drawings and plans set forth on <br /> C � �.J�� MIN FUR 2x10 TYPE ��ZE NOTE: this set as mstrument of service are, � <br /> F�/'��R G 24 5 �t/��( 7.5�� M�N �OR 2X�0 and shall remain,the property of IHB <br /> � � 12'„X 12'„X 12"„ Pier blocks may be substituted for Type A footings �r�n�te�ts. use of tn�s a�aW�ng �s <br /> � � � � g 16 X 16 X 12 limited to a specified project for <br /> persons named hereon. And for a <br /> SECTIO�1 PLAN VIEW PLAN V1EW <br /> �� � �8�� X �8�� X �2�� construction of one building. Any <br /> 314"MIN use or reuse of said drawings is <br /> AT J�IST L4CATI�N BETWEEN JOISTS 2 M�N *DISTANCE SHALL BE PERMITTED strictly prohibitect without written <br /> TO BE REDUCED TO 4.5" IF LAG *Footing sizes based on assumed soil bearing pressure of 2004 p.s.f. Contact your jurisdiction for additional restrictions. Pe�ission oflH�a,��nite�ts <br />� LEDGER SCREWS ARE USED OR BOLT <br /> SPACING 1S REDUCED T� THAT OF � <br /> � <br /> ; � � For �I: 1 inch p 25.4mm �AG SGREWS TO ATTACH 2X8 "�"���� ����.2 � <br /> � � � � LEDGERS TO 2X8 BAND JOISTS. g <br /> � Fastener spacing for a Southern Pine or Hern-Fir deck ledger and a 2 inch ,� <br /> �' �� 7. .� �1 } nominal solid-sawn Spruce-Pine-Fir band joist. See note� C,F,�. o . <br /> A��� (D�eck iive lo�d = 40 psf, deck d�ad load= 10 psf) � � <br /> �.�.�. ��/4������ �F ��� �����/� �N� ��L�� �� ������ ° <br /> ' 6' and less 6'-1" to 8' 8'-1" to 10' 10'-1" to �2' 12'-1" to 14' 14'-1" to 16' 16'-1" to 18' J <br /> � <br /> Joi�t �p�n � <br /> -_. �.,�.�..�`:��'� j��������� ������� -�� ��� ����������� �������� Connection Details On-center spacing of fastners. Note d and e. a <br /> ���� ���`�, �����►�� x:,, ��� ,�� ��';� �,���,� EXTERIOR SHEATHING 1/2 inch diameter lag screw <br />� �� ���� ��°�-�� � � with 15132 inch maximum 30 � 23 18 15 13 11 10 <br /> ���� �,�� EXISTING STUD WALL <br /> sheathing. Note (a) � <br /> :_ . Existing 2x BAND JOIST <br /> . �` �" � � � � � � � .. � ' : 1/2 inch diameter bolt with � � <br /> � , OR ENGINEERING RIM �y <br /> 15/32 inch maximum 36 36 34 29 24 2� 19 � <br /> BOARD � � � . <br /> � z°MIN o sheathing. �r <br /> — DECK JOIST <br /> � t�5�a°hliN � 1/2 inch diameter lag screw � � <br /> ��' 5„Max with 15/32 inch maximum 36 36 29 24 21 1$ 16 � � <br /> � � � <br /> �, - <br /> �������� �� ��� ��� ���� �������► � LAG SCREWS OR BOLTS sheathing & stacked washers. <br /> 0 <br /> ������ �� ����� ���� `��`1�� 2��tvtiN Note (b&h} � � � <br /> - - m ou oo a <br />� � � ����� ��������� ���I� �� .. .. - . . . ' m , ' ' ' ' <br /> For SI� 1 inch 25 4 m 1 foot 304 8 m 1 p nd per square f t-0 04479kP �. � <br /> _ :-: . : : <br /> :r'j..w',� • <br /> � � � � - 4 � �, �-� �� <`��6.:,`.�:.l�. ,'i a. The tip of the lag screw shall fully extend beyond the inside face of ba�d joist. „ � � <br /> _� � �_,�..�� � � __..�Y. � � �� ����� ������� �� �� : : ���•°. -�' �,w� — JOIST HANGER r o r and face of wall sheathin shall be 1/2 . LL1 <br /> n��� � � <br /> � �.�_ �,�.G �.. _,�� � �.�. ���, � ,�. � � . . � . , . . b. The maximum gap between face of the ledge b a d <br /> � �. �__ � s�� , <br /> � 4� ,� _���� . � ���_ <br /> � ��� <br /> � - � � � ° �� � � ���� � � � c. Ledgers shall be filashed to prevent water from contacting,the house band joist. N � <br /> �.�,. � _ ��.� .� - _ �� � _ � LL - - ���1�� �� ���1�� ���� d. La screws and bolts shall be staqgered in accordance with Section R507.2.1 � <br /> � �� F�C'7lJf�� 50.7r2.1 � . <br /> � j e. Deck ledger shall be minimum 2x8 pressure-preservative-treated No.2 gr�de lumber or other approved <br /> �,�� -r � �,� �� � �,�� ��..""'�"� S� ��D J���`T'� materials as established by standard engineering practice. ' <br /> .�� f, When solid-sawn pressure-preservative-freated-deck ledgers are attached to a minimum 1 inch thick engineered <br /> �., ���,. ' v�� ...,.�a...�.. .. ., ��.,. .�m,_v.���,�� r�_��L�.__�,r�ti:.�n ��.:r�..�..z.:_ ._. t,�� R.._.._: .,_��_..��».� wood product (structural composite lumber - laminated veneer lumber or wood structural panel band joist) the <br /> ��~�- „ � ledger attachment shall be design�d in accordance of engineering practice. <br /> � '���� �I��`�����-� ������ ��������� �� ��� ��� ������� � <br /> � � - � ,�,.��������� ����� ��� ����� � ,. � � � � 1�" - 2�" g. A minimum 1x 9 2 Douglas Fir laminated veneer lumber rimboard shail be permitted in lieu of the 2-inch nominal <br /> ����1#����� ��'1�1 „ ���� �t� ��� ������ ������ ��' ����� band oist. <br /> ; ���� ����;��� �f � � , � h. Woo�structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness <br />� ���r������ �� � ����������� �������� ����� �����} �Q,a _ �,y shall, be permitted. The maximum distance between the face of the ledger board and face of the band joist sha11 ,� <br /> ��������� �����°� �� � be 1 inch. <br /> �.����� ����t��� �t������ 2��'-" max. � � <br /> . . . �� :� ��ck �or�ne�tia�ns <br /> � i � l �l D�t2lI � - 5« �� � <br /> � � �t�� � <br /> 6 m„�. All fasteners, nails bolts screws, etc. must b� corrosion resistant. See Deck <br /> A7.1 tn� �� Construction Note 3 a e 1 . <br /> �,���. Follaw manufacturer's instructions for timber connectors. � <br /> ����" �'l��[�'"i�t�`1 � �'i�1'� )�t�� �� �1���IRGUt,�� �l��ULAF� �������� Connections Nailing �! <br /> . , . '�' <br /> � ' toenail each end (3) 8d <br /> ����,��� �„���� ������� ����� [ 3� 1 .7>7.3 �Cypz I� [R31 "i ."1.7.3 Type 11] 1 Jo�st on deck b�am; � <br />� . • _ - p���t�����: ��� _ ���� P�rim�t�r: ���° 2 Brid in or biockin to 'oist; toenail ea. side, ea. end (3) $d {-� <br /> �t��� ���r� i� r����r+�� ��� _.. _ <br /> ;• ■ ■ r <br /> ������, ,����� � ����� ���� �� • 3 2x deckin to 'oist or deck beam; blind and face nail (2) �6d W <br /> r� r o ! ri i 5 _ <br /> ��°� �� ������3 ��� ����� # x .-:� . 4 Joist hangers See detail 1 on page 4 <br /> . f .... , ..... . <br /> ����I�����T� ���fi A7.1 �.'�� ����t�� ����it�� tt� tc�p �fi �`it�l �t�i�� �tit�t � <br /> � � .�. , ��i��� � �� �~�-� '�--� � �� <br /> r��r� i�f�r�t��i�r� a � <br /> � � � -�-.,� `�-�..� �C�� ��ir����� r���f� �r ��� � � � <br /> , ������ ����� ��r���r, �� � �. � -� � <br /> _ � � � `��:� rr�ircir���� �r��� �cr��� �� �" �.�. <br /> � f�it`71����1 ��'��1���+� �``� �a�t�r� ��,�r�c9r�ai1� ��r er��r�u��ctur�er r��ar����7�r�ci�tion� -.�,�_� �� � <br /> . <br /> � <br /> �������� �� ��� ���E � '�1�� C111�1�p°�..' ��," ��"��'' �' � <br /> � � �� <br /> '��` F ��� ����� �`�������� ��°' rY�ir1. <br /> . <br /> � � � � <br /> ,� ,; -� 3„e � <br /> . s .�"� <br /> � � • � ��� ����� ������������ � 3�� � �� � <br /> � * .,,�,� `�4� I711 t`l. �>.� ¢ <br /> , � <br /> ����� ����� ������� -�- , <br /> � � �g , * } �' � � t��j���������� ���� ������� �-.� � �-4„�� � � <br /> r 3 �� � , --- �, revisions: <br /> h „�``f`�� ���. �������� i � �., o <br /> � � City Review Oct. 12 <br /> � � s � - . <br /> . � � � Comments 2016 <br /> ` ft`�t,t� r���t�� �f ���� ;� s ��-.,Y..4 �tta��� rir� �c���t �� �r�� �f ���� ��i�� �iti� <br /> k' <br /> ; .�_�x bl��klr�� � � <br /> ; . � (�) ��� �i�r��ci�� r��il� �c ��} �#��J � ��� <br /> m ` �___, �i�` rr7ir�.�.� �,�. �� rnir�ir���m �v�ac� ��r�+�v� <br /> ' <br /> E � .. . . . .. . ��k� iii�F�.���� . <br /> C j�} /�j } <br /> . .� . « • . f 6{1 I �411�4 <br /> � _ � �� ��"-���� �� t��3�1f1� <br /> ! . . . . ``� .,�a � , <br /> ` �'��t�l1`t�� ���" l�����!!f�?� �t���'�� �C� ��� �Cl�[���1�6` ���6�It`1� ��t�ll c�f���ir�, lyp���l <br /> ` i �� �f ����r tr���� �i��CL r��t ��1��� r� �cr�i� t�� ���� � � ° jobNo: <br /> �r � � �� �� � � � <br /> , <br /> � m t► . ij = ���i� � , �� � t , date: 5eptember 27, 2017 <br /> �� � ���t��� � ��� �� ���� ��1�`��+��1. �f �i � �t��"t���i� ����i"�. ��rrq��c�r�-�����t�n� � <br /> � � ----��.1�!"� �`ic�il��c'Yil� �"li��(�31'��,`if`� � dra�vnby: AP <br /> A7.1 � <br /> f �`'�� GENERAL INF�RMATION: � reviewedby: IHB <br /> ,�` �.�,�. — <br /> ��`����� T� ��"��� ������� �� ���`�` • Consult with your local land use or planning department regarding setbacks and other zoning regulatian <br /> , . . . � I � � � � <br /> � u � � � � �� � � � }�� � � �� � • Obtain a building permit before starting construction <br /> � I � �� • ' t' sh t is to address basic code information related to residential deck construction ' <br /> Y The intent of this i ee <br /> � <br /> g 3 4 p <br /> A7.1 A7,1 A7_1 only. Additional information can be found at your local building department. <br /> �.�.�, �,�.�. �.�.�a <br />