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Wrltten dlmenslons on this drawing shall have prec.edence over <br /> scaled dlmenslons. Gontac.tor shall verlfy all dlmenslons, <br /> condltions, etc., pertaining to the work before proceeding. <br /> The Owner m�st be notifled of any vartatlons from the ' <br /> dimenslons and/or condltlons shown on these drawings. Any <br /> such varlatlon shall be resolved by the Owner prior to <br /> proceeding wlth the work, or the Gontractor shall QGGP�pt <br /> Pull responslbillty for the G05t to rectify same. <br /> � �'�.1� � �.,.�� ���...� <br /> K <br /> - � g�: � `i�f;� tf �fI) <br /> �1 a:z„ •�-;�7 <br /> � � <br /> �O'-O" <br /> � cwt�oe 000R ,H, <br /> / 24�� 'i � �f.'�i; �. �'S�;P'.;%�',c' `'�°";.`t.� <br /> FOUNDATION NOTES: ' ' , �6�-0�� �4�-0�� 4��.� ��F �� �� : �;", <br /> 4" � i � <br /> GO1�GRETE .....,... _. .... - , <br /> , <br /> SLAB �� • " � <br /> . 1� _ �i�e�a• . <br /> 1. CONCRETE TO BE 5 SACK IFc=2500 PSI � 28 DAYS b `� •�.� <br /> 2. REINFOftCING STEEL TO BE ASTM A-615 GRADE 40 OR - �� �` <br /> b � � <br /> T� �OX�OX12 GONG. RFBARIF0077N0�y�F <br /> BE�ER a:-I -_I -_-I I PAD W/ C�) #4 E.W. PI��u Pl�gu 4 8' • 4' 8AMEA8DEIY1LBaa11V , <br /> ° I I I-I I I- I I I-I I I- �-rPIGAL (�) �x s,�DS (�) �x sT��os ,�, <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED � - � � i PLATE� �4 pL.4TE5� <br /> SOIL ' ' '-' ' ' ' ' '-'' '_ � - - � ; � ; DETAIL AT GARAGE DOOR � <br /> - - - - - - - - - - - - - - - , <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: �-�� 'k-�k ` � �&8'•r� <br /> 4.1. 3" CLEAR � BOTTOM OF '�FOOTINGS �NSULATIOI�I � <br /> ui�in � � � �- - - - - - - - - - - - - - �1 I <br /> �- - - - -� � � . <br /> 4.2. 1 Y2" CLEAR � OUTSIDE OF WALLS �-�o INSULATION DETAIL �- - - � �� J I I � I � U � <br /> 5 4 3ALL LUMB R N�CON ACT W/CONCRETE TO BE � I � � i � I <br /> _ _ _ _ DGrS AT 16'O.Q <br /> � w <br /> I R-10 RIDGID INS. � I I au4P.T.PLA7E <br /> 4" GONG. SLAB oN I PERIMETER ff SI_.AB I I � � <br /> PRESSURE TREATED � GOMPAGT EARTH � -� I a <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS _� SLOPE ��4����T. I I I DE DE AILOTAL. I � � 4'�•� � o <br /> e+ V <br /> 7. INSTALL FLOOR DIAPHF�AGM & REMOVE ALL FORMS & � i � I I � i � � O H � <br /> WOOD PRIOR TO COVERING � � 4.�.�,,,,,R � N � <br /> S. FOOTINGS LOCATED INSIDE OF CIRAWL SPACE WILL Qi_s.� Qi_s�� � j I I � � � � . � � � H � <br /> ' � � <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" �2� 2X 5TUD5 «� �X 51UD5 � I .•o��,� ' N <br /> � G PLATES � �b PLHTES � I � I I ROOF OFiAIM 4' 8' 4' BAAAE A9 GEUL�OW�f � • <br /> MIN. BELOW GRADE U.N.O. \ \ �__ _ _ _ _� _ = � I I � I ,�, � U M � <br /> - - - - - - - - -� - - - <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A -� r _ _ _ _ � _ _ __ � I � � I �/ �' � <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � r- - - - - - - - - - - - - - - - - - - - - -� I I � I � GARAGE WALL DETAIL � w � °� � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED � � i - - - - - - - - - � � I i ��'-+'� � � W <br /> MANNER = � ; ,, I 2 <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER _� � � � � � =' � I � � I � � � <br /> � ��_6�� � I ivo4�couc. s�.ag or� _______ I � � � r+ <br /> FROM COLLECTING IN CRAWL SPACES AND FROM I I 4�� GRA�/EL FILL ON i --', - � <br /> I I GOMPAGT EARTH. ; I I I � <br /> LEAKING ONTO BASEMENT FLOORS � BARR�ERvaP�R I`,______-!I I I I N `` � <br /> I 2. R-10 RIDGID INS. � � .\ , i � :.. #4 VERT. HOOf��/Vt <br /> I I PERIMEI-ER B SLAB GONTRAGTOR TO i ; i i I � GRADE 8� MIN �.� i-� �48� O.C.� CENTERED IN WALL <br /> ANCHOR BOLT INFORMATION■ - �- - I � I EDGE, 24' TOTAL. FIX URES�E LOGATION i, ;;� I I _ _ _ ` <br /> � � I OF ALL PLUMBING � , ' I <br /> I I �------J I � I -I I I-I I I�I .. � C� <br /> _ � I I � I I � I '�I I�� � �� #4 HORZ. CONT.� 12' MAX. ►�y <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � � � I '�-1 I 1=1 ° � �- <br /> � I � I I I � I ���� ' . BELOW TOP OF WALL •. � <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: �- � � I � I '�I :. � ' FOR H>8' (2)#4°S IN�OP 12' `�' � <br /> 1.1. Y2" D I A. A.B. P E R D E T A I L T H I S P A G E � � � +� �oX�oX�2 GONG. I � � • <br /> - - rp PAD W/ (3J #4 E.1^!. I � I •� �d�' � � .� <br /> 1.2. EMBED MIN 7", NOT MORE THAN 6'APART FOR - �-L=� � � � TYPIGAI_ I O 0 m <br /> ONE STORY OR 4'APART FOR TWO STORY � � � ��������I �� � _ _� � �'' � � � 0�� <br /> F i A N G F.P. B O X I � I �� �� I I _ � � � O ��V <br /> 1.3. (2)A.B.'S PER PIECE MIN. OFF (�) KING � � _ � <br /> 1.4. 1 BOLT LOCATED NOT MORE THAN 12" OR LESS C3Jfa3���PS ► � � I L '� --� I I � I � � � � o ..:. a. CRAWL GRADE � �# �m <br /> THAN 7 BOLT DIAMETERS FROM �ACH END PIECE EAGFf SIDE � � I _ ���� LI- _ __ �J � � � •- ... . _ __ '� �t�u�� <br /> I � � I 18X8 STRIP F��TI�G _ J I � � .� ' ' I I-I I I-I I I-I I 1= � �-.-, <br /> FOR TWO STORY CONSTRUCTION, U.N.O. � � � �- - - - �, T yy/ 2-#4 GOh1Tll��o�s- - � � I ,� II�III-II{;� Q,� �� �- �n <br /> I �� I I �� � I I H I 1=1 I 1=1 I W N <br /> 1.5. USE 3"X3�X 3/g� SQUARE PLATE WASHERS AT � I � � I I I � .� � : I I1=111=111- 0� � �Y�t <br /> !EACHBOLT I ,- - - - - - - -�- ::' L - - - - - ,--r - - - - - - - - - � � � _ .^ � � I�III_III; H � W .� � u�`� <br /> - I � I � - - - - \ - - - - - - -J L- =- -I �- - - - � ; ��: 111=111,- 0,-4, I 16" �+.� } <br /> 0 � _�. C � .. I�I I I- - - � � u-i <br /> II I r - - - - - - - - - - - - - - - - - - - - - <br /> � � Q�-s° i � I � ,,.11�=' _4�.g� I 20"_ � cV <br /> (I� I I I I `E)PL ATESDS <br /> � 8'-10' � 24'- <br /> _ � I I I I I � I � ° - <br /> 8" : <br /> � I � � I I �� � � � I� I � `� � . (2)#4 HORZ. CONT. <br /> FOUNDATION VENTILATION: � ' 4° 4° 6'-2'' - I �'-8" '3'-'0" . ' , , 4 <br /> � I I ! I I I � I 8" GONG. FG�UNDA�'ION Y�ALL FOOTING WIDTH (W) ' <br /> • PER WASHINGTON STATE AMENDMENTS R408.2 a � I I I I I I � � n'P. � 2-S RY � <br /> -8 ' , , I ,� , � �6.�x8�� �o� GONG. FOGTING �8 PRESCRI PTIVE FN D. WALL � <br /> I I- -I I TYP. � 2-S RY <br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID � � � I I !� I � � +�o � � � �/ 1l2" = 1'-0" � Z <br /> BEARING = � � � � ��� �z � I � ��,�/ 4�� GONG. SLflB ON � � ��� �/ O <br /> I� I I �' 0 I �, 4° Gi?ANULAR B�D <br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF _� i � � - � �� I ON TAMPED GRADE _ � � � <br /> 90 DEGREE BUILDING CORNER N o I � �� I I SLOPE ��� To O.H_ DR. I � � <br /> m � � � � � � ��x�ao �� � � � � 0 <br /> � p � � � � <br /> iii i �, i � � � ii i �,, iii N <br /> CRAWL S PACE: , � � � � # �� � � , � STUD WALL � m 0 Q o <br /> � _ _ � � <br /> � i - I- � ��� i I i i i i , Q 1' � � ;� <br /> 1. 1 8 M I N. C R A W L S P A C E / R 3 1 9.1 � I I I I � I I � I � � � � � � <br /> 2. R-3 0 I N S U L A T I O N I N J O I S T S P A C E I I w� �, I I I � (y (� � O t� <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER � I I'�`- �� I I � I � � � FINISHED GRADE---, •: PER PRANIST V (y �--� � � <br /> 4. 1 MIN AIR SPACE AT BEAM ENDS � I I�� ; I �%_-�;,�� � I I I � „ . ln � (y <br /> G_�ti= _, i( ,, � I <br /> � , , �� ��I � I �I � i � #4 HORIZ. CONT.� 12 MAX � Z � � <br /> I _-_ _� _ �`�-;%� � � I � Q BELOW TOP OF WALL � x �Q <br /> GENERAL NOTES: , r � , I GONT. FOOTING ' ,� � <br /> - � O.1-i. DOOR I c ' ,' 'a' � � � <br /> O � - - - - - - - � <br /> � I � _� � I � - - - - - - - - - - - - -- - - - � � � � � <br /> I I N I I - f=DG� OF �LAB I '. : ' Z <br /> 1. ALLHOLDD�OWNS, FRAMINGANCHORSAND � I 1 � - - - - - - - - - - - - - - - - - - - - - � � �� � <br /> SHEARWALLS MUST BE INSPECTED BEFORE � I I r � � % °' ' � �' rO� <br /> COVERING j � � L� - - � � � I �, �X �.,�� S 0 � � 4�� N u-I <br /> 2. P R O V I D E S O L I D B E A R I N G B O T H E N D S O F A L L I � � I � � 5 -' z .� -�. • 0 <br /> � I I 1� . � #4 VERT. HOOKBAR�36 O.C. <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � I L � _ � I � � - p ;. . CENTERED WITHIN WALL � <br /> FOUNDATION � _ -� - _-- - - - -- � L-i � 0 <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO - - - - - - - - - - - - a <br /> ]\ \i� � <br /> INSTALLATION OF ANY FLOOR SHEATHING OR = � � - �uFM..o"��,.v. ..� �a perm��t. oz-zg-�4 <br /> � - FOOTING F04TING revisions: <br /> � Q�-��� � a��u,so . . I DEPTH WIDTH o6-I�-14 <br /> DECKING , �2, 2x Sn,Ds _ . <br /> � S PLATE9 ,� � HElOHTATANY7WE p I � I ,� i��Zl Ai /�� <br /> 4" GONG. SLfiB ON <br /> � ---1 GOMPAGT EARTI-f � � �� . ��� �•.V <br /> SLOPE I/4"/FT. I drawn by: MWJ <br /> � - � �I FOO'T1NG G{'IeG�Ged by: <br /> � _J � _J MIN. 3 #4 FOR ,��, <br /> i'-42�� i'-io2�� 20' &24��OOTING <br /> �H��T <br /> ,6�-��� R.o. ', FOUNDATION EXTENSION <br /> � � � . � <br /> ,0�-6�, ,q�-6,� X TO SUITABLE BEARING <br /> 7 �O'-O" � �/Z� = ��-0� O� <br /> � � � <br /> SI-f��R NOT�: <br /> f-fOLD01NN SGf-f�DUL� <br /> I. �X M�T�RI�L G�N B� US�D FOR NOT�S: • <br /> �LL MUDS I LLS M<aRK I HOLDOV�IN/ I �FtSTENERS To <br /> Z. S�T � DOUBL� ZX STUD B�HIND ALL WOOD IN GONTAGT WITFf GONGRETE STRAI� (2) STUDS MIN. U.N.O. <br /> ��/�RY STHD14 HOLDOWN G�LL�D OUT SFfALL BE PRESSURE TREATED OR GEDAR. <br /> ON TI-f� FOUND�TION PL�N. S�T 1-fOLDOWN PRO�/IDE GRAWL DRAIN � LOW POINT I T-I STI-fDl4/14 R_1 I (�8)/(�O)-16d <br /> �� IN GRAWLSPAGE. <br /> I/Z M I N I MUM �W�Y FROM W�LL GORN�RS, <br /> • WINDOW f�ND DOOR 1-f�f�D�RS. IT IS IMPORTf�NT SOLID BLOGKING UNDER ALL BEARING 1^lALLS. I T-Z I MST48 I (�4)-16d a <br /> TI-f�T TI-f� FOUND�TION GONTR�GTOR 1-f�S TI-f� �� �� ��` ��i/�� �' � <br /> M�IN FLOOR PL�N SH��T TO PROP�RLY SLOPE ALL GONG. STOOPS AND/OR PATIOS ��� SH��R NOT�: <br /> L�YOUT 1-fOLDOWNS. i/4" PER FOOT Al^1f�Y FROM DOORW<�YS. T-� MST��6 (z6)-IOd <br /> �EV'1��11�1� ��� �� �i`� <br /> �. � MST48 STR�P W I TH (z) I/Z" BOLTS I NTO ��� _'",'�'. ..., x �.. .-� BEARING 1Nf'.LL ABO�/E S�� SH��T L I FOR SH��R W�LL I T-4 MSTG48B� I �/�/S'� �f�"'� <br /> TH� FOUND�TION IS � PROP�R FIX FOR LOG�TIONS, SH��R W�LL C�g�-IOd �OU I �l��T I O I �l I- �TII �l <br /> � MISPL�G�D STHD14 1-fOLDOWN. N�ILING SGI-f�DUL�, � D�T�ILS. <br /> � = GENTER LINE S�� SH��T L-) FOR SI-f��R W�LL SGI-f�DUL� <br /> 5EE GENER�L NOTES SGALE: I/4" = I'-O" <br />