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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 .... , ..... .
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<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�
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<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:
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<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
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