|
_ `,
<br /> 2,, --- --t!� �`
<br /> ---�►—-- ��_- ��r � - --
<br /> � �_ b��1.,� __ _ �ao v��E
<br /> _ _ F�X�-� P1Lr�f�C.f�6i�
<br /> � �-'�C�'�:�x '��_" t-1; Z�-r=. v-�, �_r.1 _: _.... _. ��it� aosrs /�E2 aZ_ /
<br /> ._--- it �' _ ��L S�c�..ro�/ G
<br /> _ _ _.
<br /> _.:.____l�_.��5:.�.�-�--t�5��=�t..-._ _. � ___..: �M+���. -t'� �-�:!-� •
<br /> __ �__._.__ � r��L� 6oZ. ��c.oJ�o E S�6"
<br /> -- �_ U�'�l.�4. .G.c.'�1..L1M ►..t:- -. ...:.:
<br /> _..-- �N1�.ect P2o r�cr�a.✓ PE2
<br /> ; � . �- .�CJ�,t� ::S I M Q- i�-14 N..S�C��'�l __ _ __ __
<br /> � . / _._ _ « �� ��c. SEc rco.✓ 7oy, �j, `-� i ` +
<br /> � , . . 3 �f' �� '��__C;`F_'_�k�=_t l t, _.__�- _°�-~��_--���}-t_�� v i�_._ i Z X i z ?` a�� P�, ,� � k � x !
<br /> � - 1-�::� �n�c�A_� �_�.:�(o �;=�X��.�x _5,�.�� i, :. c,
<br /> GE��
<br /> i ./`�- � �lo� - ._ IS�� __.��=�.�,13 _ __ _ _�.5��'� . �a��� "� -
<br /> �,_ _ _ �__ . ._ __ . . _ _ _ _ _ ,.
<br /> ---- - _ _ -
<br /> � . _. _ __ _. . _ _ _.. . ._ __- - ------
<br /> � _!J���-'�'Y5:11� _ _ �._ _..--- ---._.., � � �
<br /> � { � �
<br /> ��_�,��...�.:�.��-i�..N i�►��G,--_� ',r,._�.`•.�_ _'_ _ , r= � ��-'--' 6 �,,.,,, .4,
<br /> �vr'�' ..a.a�� ,
<br /> '�M !.. 1 i3�-�i s 1_ 1
<br /> - - - -_ ___ _ �
<br /> � -
<br /> --�_�-�-'�. ' 1 �-- .__=_.-_ _-����' _ _ I_ _ _ _- _ G���-�:_- _ _ _ _ _
<br /> o _ . . - --__._.__.
<br /> ,,
<br /> � .� _ _ _� .� _ ��_ .__ _. _ _ __ ._ _ __ . _ ___ _�
<br /> :
<br /> � - � ; ► ��
<br /> � , _ 0
<br /> (�►Z �G m I � ; _.. :.. __ 2a� _ _ .. _.._ ._ �a.,-�:___ ::.._:.._.._ .-- - _ . ,,
<br /> ' ��, i - -r--�,.�..� \ ' f � -.I
<br /> - • �5 �
<br /> , � ___� �.�'_-- � �� �
<br /> . . ; �_N.��,�.�..�y � � ^-�''� ---�2�� i._ _ . _ _ _ �.,,.� �2,a _ _ _ _ �_.3'� �.,�_ __ _g_��3�:.,�; � , _
<br /> . . _ ,__. _. ._.. ,I d�
<br /> ._ _
<br /> _ _ _.. _-
<br /> _. . . ('�l
<br /> ' � � + � ��r�1r o� fo� � � _ �
<br /> vw.__�____._ __�__--------.
<br /> � i � I��� . _. _ ... � i� `� _ � �. �= ,� � . i; � ..._. �
<br /> �� � �E2 st2 vra4s� i �__ _ ._._----_ ----- __ ____. . - - -__ _--- �'___ ---_._ _----- - -_. .--_, .--�----�" _ _ _ _ _ •1 GI-__ _ . . ._ E. -l�__ : _.. _,
<br /> ! 1
<br /> �
<br /> __.SLGT� � � �.�..vMN..� �,ti� ` � �--- -- --.--.�-- --_ . .
<br /> _ ___ _ .
<br /> --__ _ _ - _
<br /> _ _ _ __._ . __ __ _ _ _. _
<br /> � �
<br /> . � � � ;: � ,
<br /> r ,>; ,7
<br /> ,.,
<br /> � f
<br /> __.__"_ ' �l�.� �.� . . . . .
<br /> . . ._.._..... .,_. _�._ ._.. . .. . .
<br /> . . ._4( ... .ty,� .). y :.. . . .
<br /> . __ _.T A ' e _— . _ _ . . .•- _'- • --T��-..., ..__� ...._.�-.�r-.......-�-�aw�- �..—.�_.- , _.'_.�_\•__ _.. .
<br /> ' \ q .,.`i" �� \ ...E..... . � '' � ��.¢
<br /> _ ..--✓'" �...� (
<br /> t ����;, '�� � ;
<br /> .
<br /> .
<br /> -�T _.._ . _ ._:t �;' ', _.�°.�oa'�=-_ � � .-r-J� ����:c�--._G. _ -...._. _--------- __ _ �
<br /> .
<br /> �' Q ' __�:t� _ ,�\ t � �, � ��'' � �
<br /> t --� � � r�\ -__ __- ----- --
<br /> __ _ ___._ �.tti ; -� -i� iGr�.'�_ $�C$ _ ��j:�
<br /> ___
<br /> , `�- t-�� _ _ �
<br /> � ��. , ,
<br /> 1 1 11 d , ��
<br /> � ll s -
<br /> � � �--_��t--�-��,- �r��_�v+�u_ . �� $g . _.__� ► __�- -��_ ',�`X�'-�.- �4 �.�s-� �'�.., ; � �
<br /> 0 � p
<br /> ---�.. �. �---�-:��� _ I. _. ' , __�d- 2C 8 M E�-I � j ' ,
<br /> 2'i� LL- r''"�,. � ; - i
<br /> � .
<br /> 1 � .
<br /> „ - -
<br /> ---_ _ __ _Gc��� ��_ _ _
<br /> _..�.�_�_._ � ---- - -- --__---- ._ �° - ...-._ ��
<br /> �} . � :; ( � �u�(' Pr� �_ ��1_ _ __ r� � a �
<br /> ,, � l � _ o
<br /> , � : �
<br /> ///'-},�) . � 5/� `�-..��� -�r-�t �.�_x : ____ __.____. ' N
<br /> ,
<br /> . I� _.._4/ I- ��� , �t j ..__' ._ _ ... .__..... _.. .. . .
<br /> . � .� ', ' ' - f
<br /> �' ' S�G� �'-�FE� . �'�[_ f��-J��l`o� � ��
<br /> - -
<br /> .� i����, � � '` �� - -.._. __... _ ---- -_._..__.._. :�.�:._ G��G-
<br /> � � � ��.sC' � .�'C�=/S.2r1-5�"'�t� � ��� i --
<br /> . :,, � ; : �- , _ �_ --
<br /> ; __. _ \��i��
<br /> , ,,
<br /> (� : ,� ; � --___ . _... - ., ,i"_'o °. T.dGL 7 �/� �t-��
<br /> , .
<br /> , � � ►, lj G f �0 ____ -�-� : __ _ � x4}?c � . -::� co,�, r���J_
<br /> � .
<br /> � � : � _
<br /> i .-�ic�'�L=-� l.� � , y i� � pt�12 '' � ; :
<br /> f I Y__... . _ ►� . � -- �'� -\�/`�t�L � ;
<br /> �9�� � � :, � �- - G�.�C_ . � _ ��� � ,, ,::�
<br /> , 2' �— —
<br /> ,
<br /> ` � € � , � -_ 5.��,�- .�..a; . -. -�.._.�_ .�'C�.::G{_ ,c� , ,
<br /> �_ , _._.�_ -- --
<br /> • �t ' , ,��- ,1$'•►��n :� � g+{�x�\ '���' _:5�-�'� :h�,-(�� � �
<br /> �► �i��- � �� � ��-- ' ' f;
<br /> , f :: .
<br /> - - - _� _� �, � � � ,: , __ .: _: _ , ��s�s -��n�� ._ ___ _._
<br /> � � �� C� M�!��-- _�_ _ _t � � � � �' z
<br /> . �
<br /> �" I `, � -4— c. � �$ �;;
<br /> �ll.���� �
<br /> - � � tl � 1� - __._... .
<br /> ' << � � . �„i� , .:i
<br /> � � J A � , � _� __-c��. �u G__. . _ ._ �{ ---�-�----- ..X� __q' =� _ ;
<br /> � � , -- . ;
<br /> � ►���S��-.-� � . � � � � -��.���.. : _ __ _ . � . ---�'�-��_-.------- _ -- _ . ___ � �s
<br /> , � n
<br /> � ,, � „ �J �-j7`���- �- � � ' � ! ---- �, ' ;
<br /> ^_ �
<br /> ---- ��- � -- � � ° -- -_�-=��-- ���
<br /> -�.,� � , _.
<br /> --_. _ ._ _ 2.�.. ��_ .�. __ ,� � � f�
<br /> ,
<br /> _ ___-- , i -,: �e Vj '1': — � � ._.__._.,....:�' ;: _, _.._ .
<br /> ._ � --
<br /> _ � I - -
<br /> _;. _ _.�.._...�;....�......._.. - � - -_ - _
<br /> � � _- _ _
<br /> -- - . - -- - - -- - � -
<br /> i�t���� — ..�,,_.Y _.>> _:..:n_. u,.._: :_.... z � - --
<br /> . �:.: �;.Y�
<br /> -�m�—
<br /> ____ _ ._ _.. • . __ _ ... _ ..
<br /> :___ _ .
<br /> _ ��".------ __- . - i -- ; , f --- -�--
<br /> , ----- _ _ . }.
<br /> '� 1. WOOD SILL PLATES SHA1.L BE ANCNORED TO FOUNDATION J- � �
<br /> -.--��r��:� �go- �i=r>� �i��rz: S �c�- '� � _ �-�
<br /> WITH BOLTS SPACER AT A MAX OF 6'o.c.80LTS SHAL.L BE q � 4 � � ; . �, �
<br /> � AT LFAST 1i2"QIAMETER AND SHALL EXTEND A MINIMUM G��"�'� � �► �l � # !
<br /> � `?� ?� t t�+ '��'''1 OF 7"INTO CONCRETE.A NUT AND WASHER SHALI.B� � � i � .:� I �
<br /> TIGHTENED ON EACH ANCHOR BOLT.SEC R4�3,1.6 � } ? � t
<br /> ! �� � ` 2. SEE FRAMING DETAILS FOR STEEL REQUIREMENTS. I � 'j , ' � � �l' , r'
<br /> 3. FOUNDATIONS VENTILATION OPENINGS SHALL BE NQT �•• • •
<br /> ' _ _ LESS THAN 1/950 OF UNDER FLOOR AREA.ONE OPENING ...1 _i`'�, .�.
<br /> � ----�-----�-�- SHALL BE WITMIN 3'OF EACH CORNER OF THE BUIL.pING. �����"�- � ��
<br /> - SEC R408.1 �x�o � �i41--� �
<br /> 4. THE FINISHED GRADE OF CRAWL SPAGE MAY BE LOCATED P�� �,(��`D�� v��.,z�j '
<br /> AT THE BOTTOM QF FOOTINGS AT LEAST 18"AND A n a�r �� ) � Ga )C���7�
<br /> � MWIMUM OF�2"UNDER SOTT4M OF GIRDERS. `g x�D x`� � � l����
<br /> 5. ACCESS SHALL BE PROVIDED TO ALI.UNDER FLOQR G I'2�Cw►!/ --
<br /> � SPACES.ACCESS THROUGH FLQOR SHALL BE A MINIMUM � '� ��
<br /> �• ` ( '� OF 18"x24".ACCESSES THROUGH A PERIMETER WAL.L � I '� 2t7�� '� y �-� � p �--�.."�
<br /> (� ��' ! � �� SHAI.L BE NOT LESS THAN 16"x24".
<br /> V � 6. A 6 Mfl.POLY�THYLENE FILM SHALL BE APPLIED OVER THE
<br /> ' — —T___._..___ .___ __ .__.____..,.---._
<br /> r . ,
<br /> � t, TME BELOW GRAQE PORTION OF THE EXTERfQR i . .
<br /> FOUNDATIQN WALl.S PRIOR TO BAGKFILI.ING.JOINTS IN _ g :.-� _ ����_.���,_�_� __ -
<br /> � � ` C� � � TH�FILM SHALL BE LAPPED 6"AND SEALED W1TH
<br /> ADHESIVE.THE TOP EDGE SHAI.L BE BONDED TO .
<br /> � � 7. ALL WTO QGNpOOT CT WITH THE GROUND,EMBEDDED IN �� ���L�� �i./� P�r�++�`
<br /> CONCRETE IN DIRECT CONTACT WITH THE GRQUNQ OR ` �� �
<br /> EMSEDDED IN CONCRETE EXPQSED TO THE WEATHER /
<br /> THAT SUPPQRTS PERMANENT STRUCTURES SHAl.L BE _-_--�j��7�:� I( �� �, � �-� 1 --w ' �� � �
<br /> ���, APPRaVED PRESSURE TREATED WaOI�SUITABI�FOR � �-�-��
<br /> GROUND CONTACT USE.R317.1.2
<br /> S, SURFACE DRAfNAGE SHALI.BE DIVERTED TO A STORM ,�� T �eG�
<br /> . � SEWER OR OTHER APPROVEQ POINT QF COLLECTION /� (� � /
<br /> 12'� THAT DOES NOT CREATE A HAZARD.R401.3 H O W A R D F. P AT T E R S O h! 2 !'1 U � � �G��g
<br /> - 9. HOT WATER MUST MEET THE REQUIREMENT OF ASHRAE 7 i 7 z B U T L E R H i L L R D w� � D \o
<br /> ' 90A-80ANDBESOLABEI.ED. A���B�D' BURLINGTON WA__9_8_233' N.C.B.D.C. b y'^ �
<br /> �1�� 10. FOUNDATION WALLS ENCLOSING BASEMENTS BELqW A o ,� 360 757 0685. ---- `j'e �`� Z
<br /> � � ~ w�sn�cto�
<br /> � FINISHED GRADE TO BE DAMP PROOF FROM TOP OF THE ."'° howdesigns@wavecable.com -\ �
<br /> - i. . _ �-
<br /> FQOTING TO THE FINISHFD GRADE.R�106.1 . `\�
<br /> _ � ��/
<br /> —.�. �_.�.��_��.� �� _ P9.D.Gart.No.Y�[k647
<br /> —� ,- - �r_/fir/�`!!�__ 1�i._ HOWARD F.PATiEASON �
<br /> _ _ _ _ o
<br /> � �:iTY �F �uE��TT -
<br /> ��U'I���I�b Fa� �'E��ll�'
<br />
|