|
GENER.4LNOTES: � �, ..::tM _ � a(r (� �.�,�� � .
<br /> � � IBC2003EDITION ' "`�-�-��� :�._� a� .r1� � �
<br /> � �__' "y F.. ...:.....
<br /> �;� �`�JF-� �C���� -� , t�� +�/ R � III `\ `J
<br /> 50 PCF ECUIVIL£NT FtUID PRESSURE .S 9�� f H ``F 1 �+�+ v
<br /> DOUBLc STUDS 2C00 PSF SOII BEARING PRESSURE _
<br /> i EACH STRAP so PSF SuftCtwRGE � >
<br /> SHEARWA_L � � � � .. ... ���x�;j � ... N � Z
<br /> PERPLA(`I �DGENAlLSHTG 5SACKCEMENTPERCUB;CYARD, � ' i" . �,,,1'z'�"�� ���� �` `�� �� � � �
<br /> UNO 2500PSIMINIMUMCOMPRESSIVESTRENGiN, � ` �.:r'� ������ ,��,_ �k! t"y�, �(�,� � � Q� �
<br /> ` � .
<br /> / . MAXIMUM 8 GAlLONS WATER PER�_ACK . � y _
<br /> fi ` g��j R.yl yI U � J
<br /> i ,
<br /> _..._._ , _ _ M n �/'�
<br /> GRADE 60 STEEL FOR NS&LARGER �I .4....;-as�zu,..,.-,..--..-,-.��....._,.,..:..-��r-�...^-�:�.._..�y.:._: r,..... �.. � W li V� '
<br /> MSTC66@CENTERLINE GR4DE405TEELFOR#485MALLER �7� � �(j i ""'"'"'"��''"(p � L� {''� i �y
<br /> OFRIMJSTAND � . . J...: 1f' ... ..� ) , �. ��-�----�P��.� �PS. ���I.r�� �lM��
<br /> FILL ALL HOIES bY/16d FRAMING PER . BACKFILL WITH POUROUS MATERIAL; . P S �—�^}- .
<br /> PLAN PROVIDE TEMPOR4RY BRACINGSAS REQ'� " t�� �
<br /> � - �1���. ��T� ��
<br /> . FRAM1NG PER PLAN UNTIL SLAe IS GONSTRUCTED AND GURED. � �Mk ������� ��"� ��,� �.� �i�'�� �����~'��T�
<br /> LOGATIONBYOTHERS � � • . -- . �"'y j 2 � f�^� T I°'� �
<br /> bYALL PER PLAN OR SW SCH ��. +"` ���� c � i �' �.. ���.9„�� �1�LJ .
<br /> NOTE:IFSTRAPOVERLAPISREQ'U 10-tod . � ������� ���� f��� �
<br /> . NAILS MW SHAIL GO THROUGH BOTH ) � 2 #4 CONT TOP � � �� �� � � �V� �
<br /> STRAPS.RELOCATE MSTC ABOVE ( } � ��� I� ��������� ��� � � ��y��+�A �
<br /> CENTERLWEIFREQ'D.� + C� ' � � ^"�}~�� � ���y��� �� � �
<br /> e�rvurr �1 �4�� 1�1�T�_ �. ;_.� . . �. �"'� ��� �`���'.���
<br /> ��� ��� �� ����� . .
<br /> PONY INALL CONSTRUCTION: PE�R ISC�EDU BE RS: �� . � �"' •i.• , L ������� �..�,��.��
<br /> ���T� ������ x �L�,��a.
<br /> 2x6 MATCH ABOVE rLJ t6'o/c � . .
<br /> 5HEAftWALLSPECFeCATIONS � VcRTICALBFlRS . ��#"1��("}SA�[4,���
<br /> STHDI4LOCATEAT FROMSHcARWALLABOVE PERSCHcDULE "� '�'° ��^+� �"'r���dt ac,;.n,�'.� :si� . "` ��� �-^-. - .
<br /> STRAP LOCATION � COMPACTED FROMT FILI FTG 40WELS'N! �'� �] _ ` #� �'`f� � N
<br /> � :`
<br /> ABGVE ��fiEND5M0 11N PE SAMEOASVERTBAR � . � _"'�� �f ���j G-�,4�r-;f,� �. �j�/� �"`."-^-`"„�,., � £ �t� .+'. ����,'�-iH ! '+d � � O .
<br /> .�or" S?ACING NAXHEIGHTOF '�''"}"^ .t�(�����„'"'� ���!A'��[�.� _. T� ���� ����:� M
<br /> 9,_0��MAX � 4"SLAB W/ 7�ClR . BACKFILI: ��.:�O••�r-� . . � M
<br /> ��_�„M W t+�e�� .
<br /> 6X6 W1.4 X W7.4 WWP e PER SCHECULE f,. � �W. Y� �
<br /> OR#3�72o/cEW. LAP:30"MW � �� � � .- �
<br /> -.` . . .... ..� .: E � .
<br /> --- A-�i:=::::,..,»». ..>«..�,:,.�-.-,-.-»....�._..,�.,,,.-.., ...�. ... , . I
<br /> 8"CQNC STEM HEEI BARS � �� � fj [�-��^ `�`'€- 1 [� �/
<br /> �
<br /> •:^�/#4�76'o/cVER7 . PERSCHECULc � � (�,} �f�� g;:. �}�� ��'�-s{'s..r � 6��� '!�r•��. � ��
<br /> . 2"CLR ��� �lf1�t�7` IF"1!.e.�, r..-�.��., .
<br /> #4 @ 10'o/c HOR � �
<br /> (2)#4 CONT�TOP °''pq,y. �--�"'""�..._..�--^�. . � . .
<br /> ����� � ��� .-.-__.� - �f�� ��� � ���� E� ���� W M
<br /> s�Mir� � ,. �� ���� � �if� �.�. U
<br /> FINGRADE • � '_r�..l��,.x �I:.�� .:�,. = Q
<br /> \ I
<br /> FTG THCK �- - - _ �
<br /> � e > �
<br /> _ �
<br /> , � 4"fd , _. � � .
<br /> �3'k16"FTG FTG DRAIN � �-�- ;e��--� � "-� '
<br /> 3 6 MAX 3:,ClR . . . ._ �. .
<br /> 4"DIA FTG �<d{2)#4 CONT COPJCRETE FUOTING IN GRAVEL POCKET ,�.�����:=j-� ��t'",a�� ��'���� "'��- ��� � ����1����fr�!-.� � .
<br /> 1'-6"MW � w/#5CONT 10"o/c �s � ''�+�
<br /> URAIMIN � � BEARWG � �"� �
<br /> GRAVEL POGK.ET TOE WALL H=EL SOIL '7" �. � �
<br /> r ir,Fcace+�+erira�oorNcsc.,eou�e � � ��,� �� I�� Q
<br /> >_ s ��yy �p-+�y T �....s..�.. �' )))
<br /> :�hC�(HcICIR V il FL GRI�OPoTfv FFONfFILL .}} F/�-b ...y..,`-.- ..�..,. ......_ �� �,� � .,�:..�.�.'�. .��� �,�`�..2 �
<br /> TG`cW DT4 WP_tWIDIH HEELYVIDTH Fi�TH/'K F EL5 RS
<br /> OFcACICF''_ FE�fPG4 h.ElT FFIf;rOnfEMctR . - FOOTI�IG . , """»�.,..,^ , . .
<br /> , . .. ..�.�... �.,.........,..r.... . . . . .
<br /> . ' .. ...:.. .
<br /> � e'-Q ii�'b!o 31 C 10"c/c I,6• 'o• �_7" B�� u5 Fi 1-'i y 0�.�• �.•," • . ,
<br /> �- _ ..,._ .... . + �. �
<br /> . � e-e x,�,a3°ao xs�zao�o 3-0� a. r_a, �_r �} ��eo,o �z�" �l�('3�IC:i.I'S `
<br /> 3'CLR � BEARINCo . � � �
<br /> sou_ �+ 's" ri3� 1 �tl��lZii fS.W.
<br /> � t�I;�e;!.'��DS .�':t �3�Z6 � � � � �
<br /> � - _-_ .��.�.a--T--�-�-=_:._
<br /> ��� �,71� ����� ��,.
<br /> �.....:
<br /> R1 TYPICAL PONY WALL �2 TYPICAL CANT'ED FND WALL ��____�____... _ _ �`' `
<br /> Scale: NTS = 1'-0" Section View Scale: NTS = 1'-0" Section View � ' ` "A� �f �'��€~� �
<br /> . r�ai:'"4..'� � � . �t�[:j�ff VP{-.N�f��jU� . .
<br /> S � . ti.v"tiT,`ititilYPERTHG �
<br /> , ' \ L:L;lZ C Ai.C'LiLATtONS. ,�_� -_F"`� r t-= z m`, F" C" � i ` 1. � �� _ a�'.x �
<br /> � _.__ _ �,� � �, r.c� � 2�� �. �...��- �� �,� ��' � � �� �=�� �-'� �� ��� �I � _ � �� �",� 4�a� o O
<br /> _ . . _. _�._ _�
<br /> �� . �� o � .�..� � �:��� - __ - ::.� o
<br /> _ ..�-�---�-__ -� � 4 0
<br /> t�_ � �( ���� �
<br /> ;.�
<br /> .�#
<br /> _ _,={��.
<br /> �c,a;�:��d<-�,- ��'c ��_�1+.��"�.' �-�`� ,� ,-� � �-� . ��`�.:�I� j t�t��l��i�'� �'��'l��i ���... N � -
<br /> ' � :�Ct����-�: �'���:�
<br /> VOiL'[F''+OT WET SI(,NED '' + \
<br /> FRAMING � -'""` �� �
<br />- PLYWD PER PLAN PER PLAN � �
<br /> w/tOd�6"EDGE � � � �
<br /> . . � , - ..: �, .. - � . . .
<br /> ,,:. . .. .._ , � .
<br /> ■ ._�' .,_ __ .
<br /> ��i�. � .._.,_ .. . . . . ..�.-.,_. . ._. . � .. -... . . . . �
<br /> ._. __:. _� :-_ �. , . . �...
<br /> SIMPSON A35�1"o"o/c � � ��������`�. . . .
<br /> OR A35 E.S.�24"o!c � � � 3tt!Y=�65 �h:'}� �� . . �. . .�' . � �. �/
<br /> ��
<br /> ��,ttlh l�s�M �+a�s�x,rn��$,k�',�si� .
<br /> _ � >
<br /> �� ����� ����� ���
<br /> ��. F�,�a�avfs!�a��'r�������.k� f�i+�i�u�+t�,��.�,�l�R �,�,.�
<br /> • _,_:_.. .. ''�Ym�,+���1-tf'�I.i`�2�±�f#?��1 LL
<br /> { ... _..:_..._
<br /> y� y, __. _. �. ��fc �^
<br /> 2x6 P.T.PLATE�:u� `-- �..L� ' � .. . ... �=i4!���F s .��. . .-� • . � : �. _ � : .,. �lAs°S�L.:. : � _ .:._. - ��� �
<br /> ..��.� ,�...� ' ''�.
<br /> -- � . . .....
<br /> 5/8"DIAx10"A.S. 2x8LK'Gpt6"o/c . . ,. � . � -. _ � ' . � ������G: �
<br /> ' .
<br /> �ta"O.C. �OR(3}JSTSFA �' �I��1�r� !r.�:����+�+�t"��# t�.€t.t�,: �l�t' ��`�'.1�"�1 .��;���. _�'' ���� 4,�;#��. ; ,t�4t+t�'t��� +�� u �.� W
<br /> :
<br /> wttOd�4T0 � � ' "' � ' � .- �I i �
<br /> PLYWOOD ALLOTHERINFOR � .. � ' '�'����'�'�F���������`��91�C�. �� .: �' .. i��� �.����.oVE�k�.,�!',� ._ ., s. ...
<br /> ,.
<br /> ��i� t�'�l�l`��1�1�i'7� " '��'1 �"r`�'1�"�
<br /> _ _ _.
<br /> _ � Q
<br /> � A TOP CONMECTION AT PARALLEL JST � . � . � - f :. � . ,;. � , �.� ����` . . '�.E��C���I� �
<br /> . v.,... .. � . . . ' :-�� ,. , .. . ..:_ . :�
<br /> . � .... ....
<br /> xue'NiS=1•0" . ...._ -�-�•.-_..-� ._.� __� �� �
<br /> ee:vonview ow i � � . .`.�.r .. � � �
<br /> � Q
<br /> �� ����t���� ��a�l�►?�����r�4�.����5 ��� z° , t�a^i,pq,� q� - - a��
<br /> . vn.,. Y� . .. .. . ...... . ..... ..... Q .
<br /> . ° 6'MW ��17i �. _..d� �:. � ��� �a�^�:� 91Af�l;� � ... .. #'�' . +:76:i�4a��i�€'■r"u� � �s�.�4x€U�; �.-��. . b�=��.
<br /> #4�16"o/c � . . . . . . �, ,. ��. . ;
<br /> �,�P �.�e'� ��a�f��.}���y.C������pt�'�
<br /> _ �. _ .__ ___- --
<br /> ... .___ ____ ._ . .-------_ .-- -. .:..
<br /> .____.__ .
<br /> ' ` ,z ' �� Eh+����r-.��t����� ��. �--z! ��. �
<br /> *� , -z . ��I�• ����'�;� ��1'E�
<br /> ' / 8"CONC WALL 'C i� �` �,g� y ,�•�{� ry� �-y . . :
<br /> �,v/(2}#4TOP ; �Y� L.e��.����ti��;,��1'�.;'����a�,1'F�w1e.K.'��;�-���!��4?;;���.�'t����. . -- --- , . .. . .. ..
<br /> ...�_.. _. -. . 'v . .. __. __...��....�....-.��.
<br /> uav�,o��oi� ��t�.;1��`�t;1;�'�a 'I��"a ��',��'��,.:��►Ilt�i��k��?����11��r�5-{;,,. , : _ _ ; _
<br /> � #4H�10"o/c 9
<br /> :.._. . ;.:. . .... . � - �
<br /> ".. ..._. . .,..,... � -_. ..
<br /> ._... _.__.� ...._ ... .
<br /> >�� f�:��#`�'��4+�9:�t���`�d�t�x�'��!1�''�'�`�t:��F��ks� � , ,,, . - .
<br /> � ' ���e��� . .t��j �s��t�������,�� . . ; �rr1���-.tt..�;��'� _
<br /> . r_. . . .
<br /> 1�at - .�,d w�r.r.1� .�1
<br /> MqX #4x24"@ 12"ofc � TOP CONNECTION BY SLAB � ����'� ��',""� � ��"� . . �'�T�-' .. ������,R+�,?'�['������d . . � . . .- . .�. .. .. .. .. .. ...
<br /> . ��� �
<br /> �..=a �i���.t����3`i'�7F�:.�, ��C�"��._�� }a��1�n��S"3:��M
<br /> e ..,.
<br /> sc�ia rfr>=r-o• seaa,m�zrv oou -
<br /> w(3) #4 CpNT . . .. �ra3l��';: �5r t m��� �.S I'"t.`����:�d �.r��� ��1�.�,:f��Y^r.�a4..' _ ,...,. . .� �. . ..... __ ........_... ._.....,.., _.... ........-- • - •- -� -- . .., . �
<br /> � ..
<br /> .,.�.. ...,,.�.: :.� �
<br /> ry."���'"�_ . ��.�`���i arrc�+,�, ' , _ _ _ . ._ . _ . _ . : �
<br /> e GENERAi NOTES: , . . . . , � _._.._ , .._...... . . . . . . . . . .. . . _,�. W .
<br /> q ���p .�i , � ' .::... . ......, ._._.- � � �. : . ���:.. �
<br /> � IBC�003 EDITION ��d' ���1�'� �"�"��� �3�L� �1��xA,Y�'�5,��^i�I��_�tx.�.,� . . . . .. . .. . . . . . .. . . . �
<br /> ° 35 PCF ECIUIVILENT FLUID PRESSURE ' "- ������''
<br /> 3'-0"M W
<br /> .., �� .�- < � ._ _ �.
<br /> 4"DIA FiG 2000 PSF SOIL BEARING PRESSURE ��� �p�` p{� � ��,��,����r�q,�.���..��.9.ri, �" ����I,�.,�.,��; -..__ ....... , . - , ,_.,,�y ' '
<br /> FRONTFILL DRAIN W 5Q PSF SURCHARGE ... _ . . w�[�+1 , . . . . �..�. .; . . .. . ......�:: - ._.--' ..�.._,-.._ ...._....__ N
<br /> i GRAVEL POCKET . � ,. �`���:+�, -..�C�?°A�''?����!€„�'a ���.���'4�E �1���.�e'� ..�.. , .,.. O ��
<br /> ° 5 SACKCEMcNT PER CUBIC YARD, . _; ����e�� �.��-pr."��.����� �� ���.. .._�. �r�� ^.^^ .
<br /> ri . ._ _ . _� _ .___ _ .__.' -.__. . ...._. ......_.... .
<br /> 2500 PSI MINIMUM COMPRESSNE STRENGTH, � , :;� . �-.-.�,-.. -.. ... .
<br /> = N
<br /> , MAXIMUM 6 GALLONS WATER PER SACK � . ��� ���"��"�.,.-. ������ ��.v�yt,�. .�.� . . � . . . �� .. . . . . ...: ' .
<br /> � a e , .. . . . . .. . . . . . ..
<br /> 7I7I��— GRADE 60 SiEEL FOR#5&LARGER "�� - � � ..�._� .�� `
<br /> ' IIF- . . .�. . : . .. .,�. .. ..�__._ �.. _ . .... _..... . . .. .. . ... r �
<br /> �_ .,...__ ._--'-_;._--,. .._ ,-.... / �
<br /> � �= GRAqE 40 STEEL FOR#4&SMALLER �-� , .... .. ., .�', , � ' �
<br /> � .- .-__ . .-_... . :. � .
<br /> _. .
<br /> 3"CLR .. ... ._ _. ..
<br /> $ . ,:.� �..,.��yr . . —. � . . . , ... ,-
<br /> �������j!'._� . ___,. _...�. �.��
<br /> . ...::. .. ..� . ;..
<br /> �.
<br /> BEARING BACKFILL WITH POUROUS MATER!AL; � � ������� �
<br /> �������� ������� .
<br /> 2'0— SOIL DJ NOT CREATE AN UNEQUAL BACKFILL UNTIL � " ' � ������`�-�T�""��, �r
<br /> FOOTING BACK FILL IS COMPACTED IN PLACE . . ' . . , �• ��4�`��'"°`'�'��°°��°'���' �*��,� .
<br /> COPAPACTEDFRONTFILL A"SLABW! � �� _ .. . .:. . . � .. , _...:� �:�-�.'�"L'�'�'i�'���2�AFi�k'Pt� s�.s�7�. � .�.S.��k:... f�J� �.�
<br /> � , �....., . ; . .
<br /> ' -- .:-, , �.:. ., .. . .� . ..
<br /> g� �r�' , ��.: . _ .,, :
<br /> @12(V:H)MAXSLOPE "or" 6X5W1.4XW1.4VVWF � � , - �:i�li�Sq�-.��.-. � �� . �. ��������s,���g.:� �. :: . ,. . . '—` -� - - _ . � .
<br /> ^ _
<br /> . .. ' .. � �����������
<br /> EXTEND6'_0"MIN ORJ33(a�t2"ofcE.W. -.���.s � . �� ���� '.. : .�.� ��y ,.p;��� y��,n.F�ry�.:�
<br /> ��. �. ,�„ . .- ` 'f'L,.R d'l7Ryp!'1S.t �
<br /> �.��T��:� 1�""�'. ���..�t'���r� L r
<br /> s i ,, � ��� �G��'� ��� �
<br /> R3 TYPICAL RESTRAINED FND WALL ��� : � � � �L�� �` �� ��� - : . �`� �� '�� `�a���,-�m���
<br /> : __ .. ����,���.�t'` �a�� . �r� �����ry W
<br /> �- -.. ., _. .__. ... ��. �
<br /> �. ���"�� ,.
<br /> ��_ _, .
<br /> Scale:NTS = 1'-0" Section View .��.� �` '- , � � � 0 t r � F
<br /> e ._ . �
<br /> �=� �' �,'� ���'`C.�a�,��'' .�"�.�� ��t1 .r� '�` �i� ��' �� ?� �C��?.�'��:!� � tz.+�'
<br /> _ __. .,�....,. � ...
<br /> � �id�t.u� � ���.�1��`a'"" �"a. . . . LRf .�£����.�'�,F 7�'��f'a� � � ��_ r �' - �_ . v .. . ....... .. .:.. ...:.. .
<br /> �' � ��� �� � � x� �� 1� ��"� �Yxl.�t°'�+���k�' �� "Q�I�
<br /> ,. �� ._ -«_� .
<br /> ... -
<br /> `�Y�-� ���� �� ' � "��� �ci�`�� ��� ��� ��� ,��� ',��'L�� � � , _ r — - --- --
<br /> '�� � �►'1'�i�'��.� ��'�°���
<br /> . , ;�,�
<br /> -_ _�: — .. �i¢31 , y..� ��� �`.�� � �
<br /> _ �
<br /> _ _ ._ _ ., • „ � ..
<br /> � _. .. .... _ _ _
<br /> _ , ,, : __ _ _;=���1�:��1;`�_ �tl�3� �=��:�'► 1 _1
<br /> f� �: �3 �
<br /> � x � .
<br />
|