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Wrftten dlmensions on thl5 drawing shall have precedenca over <br /> s�aled dlmenslons. Gontac.tor shall verlfy all dimenslons, <br /> condltlons, etc., pertalning to the work before proceeding. <br /> The Owner must be notifled of any varlations from the <br /> dlmenslons and/or condltlons shown on these drawings. Any <br /> SUGII varlatlon shall be resolved by the Owner prior to � <br /> proceeding wlth the work, or the Gontrac.tor shall accept <br /> full responsibllity for the c.ost to rectlfy same. �;: <br /> ✓- :;3.<.:, . ,5,r.. <br /> ;.a ,-,e : -"' <br /> . 7 �✓Oi_Oii . . �t ��3G. ' d�.m: . . <br /> �- y.� <br /> � I z'-O" � I 8'-O" <br /> r ��1�r!�IL���'j r , <br /> ���"-�.�� � �_.',,����'T '%� <br /> . . <br /> � 6'-g" � 4'-8" � 6'-8" o�oe°o°tt � , � "'� f. <br /> � <br /> FOU N DATI ON NOTES: � � ' J � ' '� r� �� �'- � <br /> ♦'coHc.sus ���ir����(.�,%!��3, �, ;3 ��.t,:�ri� <br /> PI-�" _ �� ",i„��� vi�.ztil�'tai���'I , ', <br /> �s�'sx s-ruDs � �2�x_�uDs � �� ��.,. .,-�-s�, <br /> „ °_�-.k� <br /> 1. CONCRETE TO BE 5 SACK F�2500 PSI (a�28 DAYS � � ¢ PLAT� � i � C�LATES � � - 4.� � <br /> r _ _ a • e�� <br /> — — ' <br /> 2. REINFO�CING STEEL TO BE ASTM A-615 GRADE 40 OR r� �" �o ` % I � ,,I % % � � ���''� � F"` <br /> � - - - - - - - — — — h- - - - - - - 4' 8' • 4 8A1�AEA8D�ET LBa�� <br /> BETTER <br /> 3. FOOTINGS �f0 REST ON 1500 P.S.F. UNDISTURBED I I I �- - J - - - -- _ _ _ _ _ - -I � ,� <br /> L __ - J � I � II I I III �1 I (f� <br /> SOIL I I - I DETAIL AT GARAGE DOOR <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: i � 0 II I� I J �I I I `o � � � ��.,� � <br /> 4.1. 3" CLEAR (a� BOTTOM OF FOOTINGS � I cv cv cxv N � I I I � <br /> 4" GOrIG SLAB ON � # U � <br /> 4.2. 1 �2" CLEAR (c� OUTSIDE OF WALLS _ �oMPA�T �ART�-+ I I N i� -� � m � � I c!� <br /> 4.3. 3�4 CLEAR (a� OUTSIDE OF WALLS O SLOP� ��4����,-. I I _ _ ,� 2 cv 2 _ _ I i �,�s�T,�o.�. B <br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE -_' � ��� 2 x io H F#2 � ��I �:i o H F#2 � � <br /> P R E S S U R E T R E A T E D I I z x i o I--fF*kZ _�O I STS _ I � I 2C4 P•T•PU1TE <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS I c� i6" O.G. UNL�SS � , � � I +•�.� �.�. �-�I � <br /> I �TH�RWIS� NOT�D �t I � � U � � <br /> 7. INSTALL FLOOR DIAPHRAGM 8 REMOVE ALL FORMS 8 � I � -1 � � I R"°E F"'� <br /> WOOD PRIOR TO COVERING � � � � 4,� �� 0 � � � <br /> I �� I <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL � I �Cv _J I � I � . �;�. �` �'/� xj H � <br /> a - a _� — — — — — — — — ——�� — — — — � I �q -# I 4'DIA TK31ii1JtiE �D v J � � <br /> BE 8 BELOW GRADE. EXTERIOR FOOTINGS TO BE 18 � _ � � _ � , X�. I ,��, ��,,,,�� � � <br /> MIN. BELOW GRADE U.N.O. I I-�- _ _ _ _ _ _ _ _ _ _ J m � Q I � I = `� � `� �ABD�"`�°'" � U � <br /> - I I N � -1 � -I _ � � � ,� � �, �, � <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A � � I � '— I ' `— I � -1 � _� � �J � � <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � I �` � \ �� _J �, �_--j N GARAGE WALL DETAIL � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED � � � o �� PAD21^i/�� �4��.w.o _ �- `` � I I � sc"`Eare�-r� � <br /> MANNER I I � X�- TYPIGAL ,-�� �9 i=�F � � �+ <br /> � � I �j <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER � i � � � � m � �� � � � F� � <br /> F R O M C O L L E C T I N G I N C R A W L S P A C E S A N D F R O M I � I I ,��_ � I I � - .� <br /> LEAKING ONTO BASEMENT FLOORS I � L_ _J � _J � � I I � • . <br /> PDTN. VENTS, �YP. I O O �9 — — — —I I ` 8' MIN ��� <br /> #4 VERT. HOOKBAR <br /> �8��x��� �✓GREENED I , � � � GRADE ��� •. Q 48'O.C., CENTERED IN WALL <br /> ANCHOR BOLT INFORMATION: �6� REQUIRED I �- � m � � � _ _ ���-�, <br /> - i , � � � � � � � i =i i�i i i�i � —� c� <br /> i � � , i i i i � ,—iiui�i .� ..: . � <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC I � ��- I � � � _J I � � ������ , ��, #4 HORZ. CONT., 12 MAX. � � <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: + I L _J _ I L _J � � I _ ��� • BELOW TOP OF WALL � 4 <br /> � I i io�-��� m I io�-io�� m m �_4�� 4�_g�� i I O '�� ; ':� s FOR H>8' (2)#4'S IN T�OP 12' � � <br /> 1.1. �2 DIA. A.B. PER DETAIL THIS PAGE � I - �,� Q � � � <br /> I � � � -1 � � I � r :,�., � � <br /> 1.2. EMBED MIN 7", NOT MORE THAN 6'APART FOR I � � - I I— I ' ` I I � � � . O � 0 m <br /> O N E S T O R Y O R 4' A P A R T F O R T W O S T O R Y � I � o � _ _ _ _ _ _ _ _ _ o _ � " �_ _ _ J � :� � � � � 0�� <br /> 1.3. (2) A.B.'SPERPIECEMIN. � � �_ - �� " �T - -- - - - - - - - - - - - - - T - - _: � � I ` _ � ,. � � Oa- cv <br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12 OR LESS � I , �z I - - - - �- - - - - - - - - - I 0 0 : a. � CRAWL GRADE � ���� <br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE _� � , � � . I I I � � o ��,f'x �UDS � ! � � � ��. . , _ - t„� �- <br /> l� I � 1^l.G. I I I I a PLATES � .—I i l�l l l—i l l—i i U f �- <br /> FOR TWO STORY CONSTRUCTION, U.N.O. ,� � I I l_, �,8� �, _ I � I � ,� . �I I�1�=1 I 1=1 I� � }� �-. <br /> , I 0 I � � � I I=I i I=I I� W� ►- � <br /> 1.5. USE 3"X3�X3/g� SQUARE PLATE WASHERS AT � � I �, I � I I I� � � I�I11=111=11' � W N <br /> � f I � � � : i 1=1 I f-I I� 0� � (�t <br /> EACH BOLT m I I � � � � �^ � :i I�J.I i il I I; H W � .� �n W <br /> � � I — _� � _� I � i i � � ��� ���—� 0'-4, 16: � � 0 w <br /> � � �� z---- x i d � � ,,, 4-8 2 0 � 4.� - <br /> a. I - (�N HF#2 � I 1e��x24° � , ��� cor� . �o r�D TION 1^IALL 8'-10' 24' � � <br /> I � � # g �� GRWL. TYP. � -5T RY p • a <br /> -� I I I � X� `„ � I I AGGE✓�✓- `II II I 16"x6" ONT. GON . POOTING a_H 8w � ' . <br /> I I I �'::: ���X I I I NS ff WS `�F� TYP. � -ST RY � � . <br /> � , � H�#z � � � I (2)#4 HORZ. CONT. <br /> FOUNDATION VENTILATION: -� -�-J 4�� GONG. SLAB ON - <br /> I I I I I I 4" GRANULAR BED I I � <br /> _ _ I L� J I ON TAMPED GRADE � I � <br /> � � I ( � I SLOPE 3�� To O.H. DR. I I I � FOOTING WIDTH (W) � <br /> • PER WASHINGTON STATE AMENDMENTS R408.2 I 4'-�" 6'-6" I I ' � PRESCRI PTIVE FN D. WALL � <br /> � i I I � � , � 0 <br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID j i � � II � � I j 1/2" = 1'-0" � <br /> BEARING I � � � � � I � I <br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF I � � = I � I I � I � <br /> 90 DEGREE BUILDING CORNER I I " � I I � I �j � <br /> I � � � � � � I � I 'n <br /> I I � � � � 0 � �J <br /> C R A W L S P A C E: i i i c�,°,��-s�,°, , �_i , � � � i � - -STUD WALL t� O <br /> I 6 MIL. BLAGIG VAPOR I f,_-) I I � ' � <br /> a I I W/ 12�I LAP � A L �EA�1S I I I I I � O <br /> 1. 18 MIN. CRAWL SPACE / R319.1 � I I I GONT. �OOTING � I � �/ � <br /> 2. R-30 INSULATION IN JOIST SPACE � � �_ � � O.H. DOOR � I � f- <br /> - - - - - - - - � <br /> — <br /> _I L - - - - - - - - �DGE OF SLAB - - - - - - - - � I � O � <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER � � � I� - � � r- - - _ FINISHED GRADE� ,: FPLER PR�JNIST � � <br /> - -- __,�� _� _ - ��----- � <br /> 4. 1" MINAIRSPACEATBEAMENDS - - - - - - - - � � - - - - - � - - - - - - - - - - - - - - - : :� . .` Iy <br /> �� �� �� �� � � #4 HORIZ. CONT., 12 MAX �1 � <br /> GENERAL NOTES� � �� Q'-�' �� ..,� Q � BELOW TOP OF WALL z <br /> � _ C2��2��D (4 P ATE � I <br /> � - � PL TES � - c � m � <br /> 0 4" GONG. SLAB ON a � c <br /> GOMPAGT �ARTI—t � O � �,� ,,,� � <br /> I SLOP� (/4",/�T. � � "� i,�/ � <br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND �o �- � _ � � � O- O <br /> SHEARWALLS MUST BE INSPECTED BEFORE R N w � <br /> COVERING � � �t � � 4�� � �Q <br /> 2. PROVIDE SOLID BEARING (a� BOTH ENDS OF ALL Z � '} -#4 VERT. HOOKBAR Q 36' O.C. � <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � � - � - � g ;. CENTERED WITHIN WALL � <br /> FOUNDATION L R � X `� <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIORTO � '-4-2" �'-��2" �������;������.���� ��,���'��1�� "' • '�� date: oz-zg-�q- <br /> INSTALLATION OF ANY FLOOR SHEATHING OR so�Musre� � . perm►t: <br /> DECKING , ��'-��� R.o. ��� i�i���'���� �t��1���t�� e�cf,uFo�v. �.a <br /> ���4� FOOTING FOOTING � revisions: <br /> a��cewea� . DEPTH WIDTH <br /> 10'-6" IG'-C" �������4��'� �+� ��������� HEJ(iHTATM1Yl1AE <br /> � 8 � 10'-12' 2"-0' � <br /> �'...' .� drawn by: Ml��_� <br /> �� � MIN. 3)#4 FOR � FO°T1N° GI"t�G�Ged by: <br /> 20'8�24'�FOOTING � <br /> �H��-1 <br /> � FOUNDATION EXTENSION <br /> - � � <br /> X TO SUITABLE BEARING <br /> � ��2� � 1�'�J� �� <br /> � � <br /> BLOCIONO(TYPK'/� <br /> �Ys UL GRADE T8G RYWOOD. GWE <br /> AND WUL W/Bd 8'O.C.AT EDGFS 8 <br /> 80LlD BLOGONQ 1a'FlE3D IN FlF1D <br /> �oiarr�x�w SH�AR NOT�: I <br /> i"suuTE�Rs�'e�"sa�°r� HOLDOl�1N SGH�DUL� <br /> (SEEFOUNDAT�R�W� I. �X MAT�RIAL GAN B� US�D FOR NOT�S: FOUND�4TION �/�NT G�4LGUL�4TION <br /> B�T� ��R� ALL MUDSILLS MARK HOL.DOWN/ �ASTENEfzS To <br /> ����� ALL WOOD IN GONTAGT WIThI GONGRETE <br /> (2?.��7'pgM�ppgT y� � —�.p��g•ppgTW��qp�T 2. S�T A DOUBL� ZX STUD B�HIND SHALL BE PRESSURE TREATED OR GEDAR. 818 SQUAR� F��T - Z.Q� STRf�P (2) STUDS MIN. U.N.O. <br /> ell � � PADONCONGFOOT1NCi ��/�RY STHD14 HOLDOWN GALL�D OUT <br /> aMaell�CKv�Qu� �, ' ` byppi�p�rsj��� ON TH� FOUNDATION PLAN. S�T HOLDOWN PROVIDE GRAWL DFZAIN 0 LOW POINT ��� •5� I T-I STHD14/14 R_.l I (�8)/(�O)-16d <br /> �� IN GRAWLSPAGE. t <br /> .'. :a I/z MINIMUM AWAY FROM WALL GORN�RS, (6) �/�NTS R�QUIR�D <br /> ��•�pN�,�� WINDOW AND DOOR H�AD�RS. IT IS IMPORTANT SOLiD BLOGIGING UNDER ALL BEARING WALLS. I T-Z MST48 (�4)--16d <br /> 1� TI-fAT TI-f� FOUNDATION GOI�ITR�GTOR I-fAS TI-f� <br /> PROVIDEP081T1VE(�ONNiET10N SLOPE ALL GONG. STOOPS AND/OR PATIOS f <br /> aMpso�cu� MAIN FLOOR PLAN SH��T TO PROP�RLY i/4" PER POOT AINAY PFZOM DOORYVAYS. ��� SH�f�R NOT�: T-� MSTA�6 I (z6)-IOd <br /> FOOTING DETAIL LAYOUT 1-IOLDOWNS. <br /> �,��■�•� �. ?� MST48 STR?�P WITH (2) I/z" BOLTS INTO ��"" E ,� �� �= BeARIr�� wfa�� faBove S�� SH��T LI FOR SH�?�R W?�LL T-4 MSTG48B� ( (�8)-IOd � <br /> � � TH� FOUNDATI ON I S A PROP�R F I X FOR � LOGATI ONS, SH�AR V�IALL �O U���T I O� ���� <br /> A MISPLAG�D STI--fDl4 I--fOLDOWN. NAILING SGI--f��UL�, � D�TAILS. <br /> � = cer�Terz �ir�e � S�� SI--f��T L-I FOR� SI--f�AR WALL SGI--f�DUL� <br /> ' SEE GENERAL NOTES SGALE: I/4" = I'-O" <br />