" 35'
<br /> 6'-�0 1/7° � 23'-1 'I/2�� 5�
<br /> 3'_G° 3'�3" �0 16'-4 1/2° � Q
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<br /> �.-3x3 Conc. Landing 2 2�
<br /> S "l-3l4"max. below threshold. a-g �-
<br /> ����((���j�� (�{)te� Slope from door 2%max. �g F1.5x �
<br /> 1. A safe and cle�r walkin �th to �ite and _ _ .._. �.__ � � ..� _ _�-- �-..- -�--- _ _ � _._ .� _ � ._.. �.... _._ � _._ _..... .a._. ._. _.. .._ �... ._.._. __. ��� � `
<br /> formwork. � � Il' � �.fl . l�l" '�1��� _..._ .�.�. ._._. _._. .._ � �. � � ._.. ._.. � ���._ ���1 . __. .�. ._. �PB
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<br /> 2. The footings are constructed per the approved � ��1 � y ' ST�iD10 r °
<br /> � pl�n�. Footings don t bear on frozen soil (A�I 318) � :: - �- �
<br /> ar�d all footing� �h�6i rest on firrn, undisturk�ed � �`` ( ��+,���� o � !�, � �
<br /> riatlVe SOiI. ! �' � 4" concrete slab � � '�
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<br /> 3. All Ioose soil, mud, or ��vater is removed from e ':�a � � w/�ox�o wwm � ( �.� �, �s
<br /> The bottom of the fc�otinc�. Debris, water �nd/or ice ' -- � :�. � o/4" compacted fill. °' ( ,� � c� °
<br /> � Slop� 2"- 3" to Door o v �
<br /> rem�vecl from spaces t� be accupied by concrete. ( `.� �, `. I o ( �
<br /> 4. Top of the wal! will prflject a minirnL�m of 6" ( �;:�� ; ` � � � �
<br /> �bove fini��ied grade. ( :� ,� �. � 3"x3"x1/4" thick Hot Dipped Gaiv, � ( � 3 c�
<br /> ,� Plate Washers,ar�d nuts to tightened A�9 �"' z
<br /> �1.5x � V:_ � � on each bolt tq The plate 4$ � . i —ST D10 c' � ,n N o
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<br /> ��C�{� I�`1 �O�lt��� WI��t �C7nCt"�'�� - �p� �� �r�.���- =r� . .n. � .n� � �rr� �.rn.. .-.. r� . n :- r.r :�r� �. .n �> . .���; ., : n: : .:_ � r7.� :� ��� � n �. .: r�i:: Q z �- .
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<br /> � 1. Fo��ndation plake�, sills, and sleepers on concrete, ( :,� ( N �' �� �- � � � � � � � � �=1.5x i� � `� � � �
<br /> which are in clirect cont�ct with the earth, are to be ; �� � ' Go�tC. Q w � � � �
<br /> t r e a t e d w c�o d o r w o o d a f n a t u r a l r e s i�t a n c e t o d e c a y. i�- ( �.., � �ro c� ,� U� I '�'� I P�rc h ;•. Q Q r } � .�
<br /> 2. PT wood posts at conc. � pier p�d� �hall be min. `Oj ( � ' ( � I � � I ���: I `°� o w ry � � �
<br /> 8�in.a bove exp. ear t h an d separate d by imperviou� V B. I ��; I � � � ���� I o� � � � �
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<br /> P rch � .; ( 3' I� 7'-10°� 15'�1 1/2" ; �� , �
<br /> �n��r �I�a�r V�n�il�ti�� �, � :. I ::�: , ST�1��ORJ Q
<br /> 1. �xposed earth i� cnvered with a cant. C�la�s I vapor � � .`� : I �, I � a �
<br /> retarder. Joints af the vapc�r retarder shall overlap by 6" 4� I ;'� I � I � ��. I 48 �
<br /> , and shall be sealed or taped. The edges of the v�por 5' � ,��. I � �1 � � � r- I LL= �
<br /> retarder �hali �xter�d a# I��s't 6" u the st�m wall and � c t. ci-�� 6-Mi eia�F piastc �
<br /> � I � �' I V �all � w I wit 12" I� � I :`� � � � .
<br /> sh�11 be attached and sealed to th� stem wall. � .: � � @ I , :� �
<br /> 2. F o u r�c i a t i o n V e n t i l a t i o n s h a l l b e 1/1 5 0�r o f u n d e r f l o o r I .;: � aii eam y :_ , f � �
<br /> �r�ea and shail be vented by openings in perimet�r waiL ��� � � �� STHD10RJ w +-- �
<br /> �ne Vent shall be Ir�cat�d 3�ft. max. to carners an�l � °:�- I � I ' : I � � �
<br /> arranged to pravi d� crass ventilation on at lea�t two side�. P8 I �,''. I � � .° ( � � �
<br /> - Openings sh�ll k�e covered with corro�ion resistar�t uvire � , � .�: O � c� �
<br /> m��h 1/4 inch npening�. �' F1.5x I :"•';. ; :���.�.�1��.- ��. :�.���1 s' .1.1 �� '.:II.�I��J���',, ,.. �I�' �� -���� :: �J�.-�. -�l_�l�1-�Y I..�l�t , .� �'a;, ( ST�ID10RJ z �— o �
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<br /> Fv 48 � - See �he�t A45 for all A F1.5x � c� }
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<br /> V�n�ilatlO�i ��ICUI��iOCiS � A!I Holdowns, Framing Anchors, and
<br /> 657sf ciivided by 150 equals 4.38sT Req'd. e Shearwalls must be inspected prior
<br /> Min. nurnber of 14"�v. x 9" ht. Vents= 1'-4" ea. 5/8" DIA.ANCHOR BOLT SPACING (IN.) �Q Cr�vering and must be installecl per
<br /> .99 x 7�% eyuals .75 N�TAREA�ACH VE�I"f O SW scheduie. Verify locations.
<br /> 4.38sfi divided by .75 = 6 required ��� 8" CONC. STEM �NALL, 16" FTG
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<br /> F1.5x 18 x 1� x 1$ deep
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