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Y�Iritten dimen5(on5 on thi� c#rcawing �h�+ll have prec.edence over <br /> �c.c�led cllr4�enstons. Gonta�tor shc�li verlFy all dlmenslon�, <br /> c.ondlt(ons, etc.., pertcalnl�g to the work_be�or•e proceedtnc�. <br /> The O��ner m�st-ba noEiPi�d oF any vciriat[ons From th� <br /> dlm�nslons andtor c.ondltions showrr on khsa� drawings. Any <br /> s�Gh vcxr^ic�tiort shcall b� rE-5olved � the Owrter �rlor to +ro'""� <br /> procee��inc� sNiLh the work, or zhe onkractor �hali cac.�ept <br /> fuit re�ponsibtlity For� the cost to rE.c.tir"y �came. T;��a��'"�"'��'*a�'°'**. <br /> ;�.;a <br /> �;7��� 7 �"` <br /> ��. j�i�f` "T�:�c�` � <br /> . <br /> � ;. ��: ,. <br /> _ --- <br /> _ - ---_ - � � ��� ,��`���� ��' <br /> �O'-O" .- ,� <br /> , .. <br /> � .+, , <br /> �.- _ __ _ � _ _.�..� � _ _ �-- __._ � - a��nr� =.� �<.> <br /> �'OUNC�A�TION NOT��: _,�,, o,� ,�-<<-��� �. � " �����'�`�f t� °�� �f1���-f � <br /> . _ . y._- --� 1 � <br /> - -- - --�__ ------ - -__ -- �.,: � <br /> � � .' ' �f .r�,;���,�,,� ,� <br /> � <br /> . �_. .� ,_ --� �;, <br /> � _ _ ________-.� <br /> 1. CONCRETE TO BE 5 SA�K F�=2500 PSI @ 28 DAYS � �y .��� •cor��.c�u� <br /> 2. REINFORCING STEEL TO BE ASTM A�15 GFZADE 40 OR � �" r �� <br /> BETTER �ox�oxi2 Go�tG. � �aw�c�rnr�s�� <br /> �AD v�ll ��J #4 �;,rv. }��03�� ��P��F 4a �r �' sa��r�a�rau.� <br /> TYf IGAL { 23 7X 5"I'SJD�3 C�J �X 57UD5 <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED � �� �L,�m�S # Pl.,¢.?E5 +� <br /> SOIL � �- - - ��• � -` �, D�T�1L,AT �1�1�t�� C)�C16� � <br /> � --�. � �- ---- � - - --- --- - - - - - ---- - - - � _ � scr►�a�e�w�r:er <br /> _-- <br /> I ___ ' � <br /> --. _ ---- -.r-��_a_�,.�.._»_ , <br /> 4. MIN. CONCRETE COVE�GE OF STEEL TO BE: - , _ <br /> 4.1. 3" CLEAR @ BOTTOM OF FOOTINGS � � ��- -- - - -- -- - - - - ------- - - �� � , <br /> I I <br /> 4.2. 1 �2" CLEAR a� OUTSIDE OF WALLS L J IE I I � I �,���,�,o.� G� � � <br /> I � - <br /> -- - <br /> 4.3. �/�" CLEAR @ OUTSIDE OF WALLS I I � � <br /> 5. ALL LUMBER IN CONI'ACT W/CONCRETE TO BE I C � � � ' �� <br /> ti" GG7NG. SLP.F3 G7M I I 2rA P.T.AL�'i� -�I <br /> PRESSURE TREATED �} l C � <br /> GOMi�P.G7'EP.F2."t}I I I I 4`COI'1C.�LAE3 � � � <br /> ( SLOPE !!4"lPT. <br /> �. PROVIDE SOLID BLOCKING OVER SUPPORTS � ��,,��,��'�,�� I �� ,� <br /> 7. INSTALL FLOOR DIAPHRAGM & REMOVE ALL FORMS & � I � � ; I � '� � ; <br /> WOOD PRIOR TO COVERING � �6 MI1_. BLAGK �P�f'OR � I I - <br /> � � <br /> I BARRI�R. TO TO� r�� F'TC�. I I � <br /> I I WJ 12" L,�F� � f�LL SEAPwI� I I � { { y� �Y.Gt�U� <br /> i� � � aj <br /> 8. FOOTINGS LOCATED INSIDE OF CR��L SPACE WILL �i�.��� Q�p� � I I , � � � � � �' �n # <br /> � � C2) 2x 5T1J175 l�2) 2X 5TUD5 ;'Q}/�,'��(j�►►� � f� <br /> BE 8 BELOW GRADE. �ERIOR FOOTINGS TO BE 18 � a P��,T�S „� ,.�� P�:..�,-r-�s „� � I t' � �cr��a� #. � �, ���m�sc�u� � � <br /> MIN. BELflW GRADE U.N.O. - � � ` _... e - -'-- - - - - -� - - - - --��- �- -- -�' � I � I ,� �a�r�r.+�. � � � � <br /> 9. ALL R�OF DRAIN DOWNSPOUTS SHAL.L EMPTY INTO A � �� � � _ __ .- __� � - __ � _ _�� � � � `� � <br /> I «, <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � ' r- - -` '- _ � -I-- -- - - -`- - -1-- -� ��x2�-x� �ara�.. I I � GARAGE 1NALL DETAIL___ � `�' � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED � i I o � -� � � ` --�--;-- � ��A��� #� ��. � I i ��'`''�° � r� <br /> MANNER - � , � �v � I.� J �v _ L _� � _ <br /> I Z <br /> "' 2XIC� H�*k2 ..�iC71STS I � ' <br /> 10. PROVISIONS SHALL �E MA�E TO PREVENT 1�JA�ER _� � � � � _- - � �� � <br /> FROM COLLEGTING IN CRAWL SPACES AND FROM � �`��" � � � m i � ��" O.G. UNLE�� ( I _� - <br /> � _� ({� -1 o-r���.�vis� Mo-r�r� � � � � � - � �' �+ <br /> � <br /> L.EAKING ONTt? �ASEMENT F�OORS - I � � � �, I , � <br /> l � <br /> � � i 1 �� ��� ` � #4 VERT. HOOI(�P�ft <br /> �N�� � OL� IN�O� i��ION. -- - ---- �__ � ( ), 2xio ���_ � � � (� � � ���� ` .. Cc�4�" O.C., CENTERED IN WALL <br /> - �� � �� � I `� ��' I �' � '��I C�!�I-�I .� .'` � <br /> �OX��7XI2 GONG. � <br /> '--� _____�� - - -_��-----I-- J � ���ra wr c�� �� �.w. � I `�)(�I( #4 HORZ. CONT. 12" NiA?C. �"' <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � �i�� j� T � � �-3-- � TfF'IGAI_ I I I {��C=) r. � BELOW TOP OF WALL � �" <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING. d- � ^m �-- � I � � ��� : r FOR H>8' (�)#4'S IN TOP 12" � `� <br /> � � 7'-2" �t'-O" - I�'-IQ" � . �. � � <br /> 1.1. �2" DIA. A.B. PER DETAIL THIS PAGE I � � � ---_ � --y+ � ��o ���� f� t ; ' ( w: 5' � � � � <br /> 1.2. EMBED MIN 7" NOT MORE THAN 6' APART FOR --`--`_- �--�� ' �m - � �' -- `� '�'""�`��� � I � � �� � � � m <br /> � I � �� �x�a +��# � r ��.��_ . � � o <br /> ONE STORY OR 4" APART F4R 1'WO STOR�( � � ' r � . I �. �c��5 C = -� ' I ` � �'�t �0�� <br /> 1.3. (2)A.B."S PER PIECE MIN. � � � � � `� I I �� ��5 � �� �(] -�- � _ � � c,,,� �-fl tr N <br /> 1.4. 1 BOLT LOGATED NOT MORE THAN 12" OR LESS I � � - � � � � � � � i .. � �`' �# �m <br /> � ) _ _ � � �cV �, � ' �:�� �x�o ��=2 E_ � � � ... a. �R,�WI.GR1�►C�� '�' i��!�t�� <br /> THAN 7 �OLT DIAMETERS FROM E�CH END PIECE I � -# in �� ��=, - _� � -=-1- � �- � �a - - �4- _�" <br /> � � I � `� X�- � ; R �_ f I_ _ { .. � .�[�I�!I 1=11� � .,, <br /> <� <br /> � _ <br /> FOR TWO STORY CONSTRUCTION, U.N.O. � � ;n �!-Q <br /> _ , I- : � I � � I!1=1 I 1-1 I� �� �t� <br /> 1.5. USE 3"�3"Xa/�" SC�UARE PLATE VV�SHERS AT I {,, � _- �c � _! ! _ �._._ ___�_ ti� � I I�I I I--.=1 I I=I 1' �" ���N <br /> 1 ! _ N ��� 2�:IOTH�#2� _. �_ I I <br /> .. ; ���=���-��� � � �'�" <br /> � _ - _ � i ; .�- - -�-= - -� ; , _ : . .���E�1-�T� H , � � � �.. <br /> EACHB06T � ( � E- � �' �l ,- - - __ _ - - �-� - - - - - - - __. _ I a <br /> - � � � ' � - - _.. _ _ __ __ � __ ^ _ - - � �_ _ _ � � __ .__ _� a , � � I11=IIC= 0� 16 <br /> �.. � 11 I-111= � 0 �� <br /> 4 � � i � _� � � � ,- - _ _ _ -- _ _ -- _ _ _ _ _ _ - - - - - �- -- - -� �y, i a .� ,,,i�►- ��-a �, N <br /> � i I I ._ � j ������5 � i , � � 4 -8,��0,-.� z��' � - <br /> � � �� I � I I � �� <br /> i � I <br /> Q � � I (- -� l � I � � � d � (2) #4 HORZ. CONT. <br /> I 1 , � I I � I 1 ! <br /> � I �.�_.�� I ���.��� � ��_�� ��_aF� E��_ic��� � � 4 <br /> �'OUNC�ATION V NTIL ION:_ �- � _ r � L -__ ,�� � <br /> PER WASHINGTON STA � ° N �� I I I ��� �'`'N�, � �'�'-���'"��'�LL ��C7�'l�it� VUIC��'i� �W) <br /> �� <br /> TE AMEN�MENTS 'F2408.2 �a � � I I `s' �� II I I ; I '�"�� �.-���� �. (� <br /> ��'' i I I `� �Q II i i i �� Xe� �or�r �oN . �o �rit� ��a �� I ��I�� � �� <br /> TY�'. � 2-�` F2Y � <br /> � � � µ � �� � � � 1l�n � A��n <br /> DO NOT PLA�E FFOUNDATION VENTS UNDER SOLID I � � I ,�� ' � <br /> BEARING - � � � -� I � � I��� �.�� ����, S��B ar� � ; I t <br /> i I L � -._ I � �- 4" C-aRAI�tJLAR 8ED I �� <br /> � • F O U N D A T I O N V E N T S S H A L L B E P L A C E D W I T H I N 3' O F � � I I ` � I � �O E M3'�Tt� O.H. I7R. I r �g � � <br /> 90 DEGREE BUILDING CORNER � �� I I '� � � li � I I '� I � � � <br /> - - - I � � � � �� � � � � I � � � � <br /> � V V L �7����. � L � --- - -� � � I� � � � � STIJ D WALL � � � � <br /> i ! ' - -- �-_, �_�� y , I i ! �' <br /> 1. 18" MIN. CRAWL SPACE/'R319.1 � I I L �-� -� I � I I � � � � � <br /> 2. R�0 INSULATION IN JOIST SPACE � I I � � I ► � � � � � � <br /> I 1 � � --�-_-_------- �ER pIAIV � <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER � I I .�_ �! I�, I � � � FINISHED Gi�E-= �LOC?R JOI�T � � <br /> � I I 1 � I I I � �--�,- � � <br /> 4. '1 MIN �►IR SPACE AT BEAM EN�S � I, �, � <br /> � � ' I �.�� �v. � , I I � � ,� �#4 HORI�. CON7'., 12 [1AAAX � � � .. <br /> � ..1�- - � _t I� f � I � BELOW'TOP OF WALL � <br /> �N� L NOT��:_ , �,,- --, � - - - � ,a I GONT. �OOTIriC� � � . .,. t� °� (� <br /> I ' � a� I c� O.t-+. DC7ok, f I d '• '�F' � <br /> � I �v j .! L --- - - -- - - - -- --- ------ - - - - --- -- - - , . " .� <br /> _ '�� EL7GE CJF SLAB '� J � � <br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND � � � � � ��""� - � ` �s-��-''�- � � ; �-" � <br /> SHEARWALLS MUST BE INSPECTED BEFORE j I � � '� I �� �� _ � p v � <br /> COVERING Fn-rx. verrr�, -rr�. � � � I ( �1 �� � �� Q} <br /> I I {2) r,.X �TU 5 O � ,4 ... <br /> �. PROVIDE SOLID BEARING BOTH ENDS OF ALL `���"6�` 5�,���r��D I � � I � _ � <br /> G� ��� �.�c�uiR:�n �-'� � � LA �5� � �, . „ #4 VEF�T. HOOi�.BAF2(d� 36"O.C. 0 <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � �� _ ' �� I { �► � _ � �;; CENTERED WI`�HIN WALL � <br /> FOUNDATION � ��__ �� -_- �. --=- -- _- � _�i � �..._i 0 � <br /> � <br /> ` =--��°-=_ _ � �„ .I- - - - �- ' ' I- - ------,.-_ ____� � � a �.- d a�e: c�2-2&_!4 <br /> �. UNDER �LOOR INSPECTIONS REC�UIRED PR10R TO v � � _-= --__=-- <br /> INSTALLATION OF ANY FLOOR SHEATHING OR = �I � - �`��"�� � ��r�f�� <br /> �` ,p�..,�;,� Q rao��4�r�' FOOT1I�t ff�TG-�� revi5ic�n5: <br /> DECKING Q ,c�, �,� �,-k;�,� , DIFFERENCEIN�. . � DEP� WIDTH <br /> � a Pk s•.T�S � HEJCxHT AT AP1Y TIAi'E g� � �- � e T" <br /> LF" GONG. 51_AE3 ON _ � _ �7 � � �O��Z ' Z�O <br /> �+�`I GO�T1�Pf�[ �T �.RZTi-I � � � � • <br /> I � 5��c�� . �fa��v�: -- ' drar�ln b � t�W..i <br /> �- _ � r�_I.- - - I-i-- ----- - --_____ -I- - '.. .�__ � F�}71P� � G�'1 e G�Ce� I�t�: <br /> L _J L_ _l �IN.�3�#4 FOR � �-� . . <br /> i�-g:��� i �Eo2,� 20* �24 OOTING ����-T-- <br /> �'��_ ���-��� R.o. ---�-- -���...--� O�1N AT�ION � T'�N�ION <br /> , _ -� ��--� � <br /> --- --- � y-j 1' � T'O ��1lT'A�L� ��� IN <br /> _-- I O i_/13 � I'"'{1_�!! LL _-___��, _._ " <br /> I..J _ <br /> ____...� <br /> _ � _ __ .... i�_ ._... <br /> ����-��,� � �r�� = ���o� a�- <br /> -_.--�� .�� _ �m_ -------- -----� <br /> �Lt)GKINO(7Y�lGti�) <br /> ,,;/ 'AMD NAIL�16d O G AT F�SGEB$ <br /> SOilD Bl.00�ONO. 10'FIELD IN�IE1D <br /> 1� -.F -h -� �h - ---J018TPERPLAN sH�Arz. NOT�: HOl_DO1�^�lN SGH�DUL.� <br /> �i ..,, _, ._ IN8lRJ►'1'�-PER tlN � <br /> {�EEFBUNDKf10NPLAt� i. �X -MATERIAL GAI�I 8E I.JSED �OR i'�lJTES: FOUNDATION �/El*tT GALGULATION <br /> / -_-�.-,r..�.- -- <br /> .--- t AL.L I�fUDSII-LS i �- t�t��2� t�U!_t�o��!/ �,°��"r�N��S -t`o <br /> _ <br /> �iAlP08T nCf�N�NE.G710N BF�IPERFtAN ALL !^IOOD Irl GOriTAGT I^tIT1-t GO1�lGR�TE ��j2,�}j� (�� �TUD� MIP`�. U.N.O. <br /> (2}9�CT'$TO�;�F�+d�9T � � �'_ pT4x�ppgTyy/�pFE1.7 2. SET � �70UBl-E 2X STUL� BE{'-{IND �}-fALt_ 8E i�RESSURE TR�ATED OR GEDAR. �I�'J� SQlU�c3�E �EET = � �I <br /> FJ�.8II1E � � � ��ON GOMG.FO�'il� > ___ <br /> E'�ERY STHD€4 HOLDOJhlN G;-�L.L.ED c�(J� <br /> e aai�,e�ar�cvtsqu�-- (�v�-r���sv �00 .�-7 l�-_I �TMD I�E-f f 4 F2J ��8)/(��O)-I 6c! <br /> -�__ ... • CVlpflYR081`8} ON ��HE FOUNL7ATION F'L�N. SET I-IO1_DOWl�1 t�f�C7�/ID� GRAWL l�F2AIN � LC�W f'OIriT <br /> , ..���� �', if2" MII�•Eff-�tUM ,�.lNAY FRO1�1 l�EAL1� GOE�.P���:S, ix �R,�w�s�,���. ,-,_r - --'-- '- <br /> -- -- <br /> �r . _° �__ C6} V�NTS REC�UIRED "�`_-� i`'I�T48 <br /> � �� � ��=�pNC,��prpp,� I��II�DOI� Af`�1D DOOR HEADERS. IT IS IMPG�RTAI�� 50LID BL.OGKIN� UNDER .4LL BEARINC� �1AI_L5. ����""��d <br /> THAT THE FOIJND.�TIOT� GONTR.�GTOR �-tAS Tf-�E �T-----r=-�- -- ----- <br /> �� '� PR�'V106Nt�81'F�CX�NNEf4dN �,J�I�.,Z ��_OC>R Pl_AN SNEE"t" TO PROPEF21_Y st�o�e ALL GONG. STOOf S .APlDlOR f ATIOS ��� SH�AR NOTE: T-�� 1�1�T,���'a C26)�-IOd <br /> �?3i�F'�AP4C�.Ii'� I!-�" f ER FOOT A!^!AY FROM-D00121NAY5. <br /> FOOTIN� ��7�111_ ��rou-r �-+o�nowt�s. <br /> ��.,,�.�. �. ,� i'ffST48 STRAP 1�^�tITH (�) I/2" �GQI_TS I�lTO ���.`'��-�:;:� �����N� l"i��--�- ���'�/� SEE SI-fEET LI FOR SI-fEAR 1N.�,LL T-4 M�TG4E3B� <br /> TNE FOUNDATION �Ic� A F'ROPER FIX FOR LOGATIONS, SI-IEAR .WALI_ C��J IOd <br /> N:�1�1 N�� SGHES�ULE, � DET�I L S. - ' ' -------------�---__ �� I �l � � I �l 4� <br /> A MISPL_AGED ST�-#D14 I-IO1.-.DOWi�t. � A ������ ���� SEE SE-tEET l_-1 FOR SI-IEAR Y`lALL SGHEDUL� <br /> ----- <br /> -- -- ---T- --- <br /> SEE C�ENEi�/�L NoTES . �G/�L�: I/4" = I'-C7" <br />