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�� <br /> Wrltten dlmen51on5 on this drav�Ung shall have precedence ovar <br /> scaled dimenslons. Gontactor shall verlFy all dlmensions, <br /> condltlons, etc., pertalning to the work before proceeding. <br /> The Owner must be notlFied oF any vartatlons From the <br /> dlmenstons and/or condltlons shown on these drawingy. Any <br /> such varlation shall be resolved by the Owner prior to " - <br /> �roceeding with the work, or the Gontractor shall accept f "'1 <br /> ull responslblllty For the cost to rectlFy same. �''==^ '� ��. <br /> .,, ��.. <br /> � �O�-O�� �� � � � �•ij�{I��7FPf � <br /> � - <br /> I�'-O" 18'-O" �+ � <br /> � l c3Mnc3E ooOFt � '�'t� ����'..�t�����: "t I#r� <br /> � 6 8 � 4 8 6 8 �5?�,1�'�` ;3� ����� .�,�} <br /> � �� � �� � �� , <br /> FOUND�TION NOTES: , 2�.�� , _ _ - -, 4-�.� ���,._. 'h�3f��`�''�'��� <br /> - - 4�� PI—�" - PI—�° � <br /> GOI�GRETE �) �X S'TUDS � (2) �X 5TUD5 <br /> d PLATES � Q PLATES � <br /> 1. CONCRETE TO BE 5 SACK Fc=2500 PSI �28 DAYS �'��� � �► � � ____- � ' _ � � � `,. �i� •� �� <br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR � � �o ° % I � � I % _ % � � � :'�: ����� <br /> BETTER �� ,,-,��.�,�,V-�,� — -�-� � — — — — — — — ,-� — — — — — I-r- — — — — --ir� .�_ 4• r 4• s�naoer�ea�anr <br /> � — � <br /> — <br /> � ` - - <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED - <br /> a- - �=1 I ' I I I � - 1 � ,e� <br /> - - - - - - <br /> ° I I I—I I I I I I—I I I L _ � � � � � I HA�G �.P. �OX � I � U� <br /> SOIL -I I 1=1 I 1=1 (1=1 I � � o�� �3� K,�,G � � DETAIL AT GARAGE DOOR <br /> -iTi—i i i i i i i i I STIJDS W� I BIi��'�1� <br /> 4. MIN. CONCRETE C�OVERAGE OF STEEL TO BE: �_�o � � � - - �3}�a�LIPS - � I � I � <br /> 4.1. 3" CLEAR � BOTTOM OF FOOTINGS RIGID � � EAGH SIDE � I � <br /> 4.2. 1 �/2" CLEAR � OUTSIDE OF WALLS '►�su'-�.T'oN _ 4�� GONG. SLAB ON I � I � � � � U � <br /> R—IO INSULL'.TION DET?.IL S�OPE %}��RTH • <br /> 4.3. 3/4" CLEAR � OUTSIDE OF WALLS 0 I � I I I --� �`*'8"T,a�aa g <br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE -� � � I I � � � � ^ <br /> I I R-I O R I DG I D I NS. � I I I ac4 P.T.PLATE � <br /> PRESSURE TREATED P���M�T�� g SLAB —_.-� � 4-�.a„e <br /> 6. PROYIDE SOLID BLOCKING OVER SUPPORTS I � 3 <br /> I I EDGE, 24° TOTAL. I I � � <br /> 7. INSTALL FLOOR DIAPHRAGM & REMOVE ALL FORMS & � I SEE DETAIL i I � - U u � <br /> RADE 1"�'1 <br /> ( I � <br /> 1NOOD PRIOR TO COVERING I I I I � I � 4•�.� O • � � <br /> . � C/� <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL � � I I I � I I � � � H � � <br /> - - - - - - - - - - - - - - . .; . <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" � � � I I ��"E b �oo�n�c� r l � <br /> ( _ � �- - � 4' 8' �Y � • � <br /> MIN. BELOWGRADEU.N.O. �- - - - - - - - - - - - - - - - � I � � � _ ,� p ��s��,..�.�► �3 v �, � <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A I I � � � � I � � o <br /> � � <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � I — — — — — — — -�,�oTE: ��� -I- - � � GARAGE WALL DETAIL ��/� �' <br /> � <br /> I I � I. 4" GONG. SLAB ON I I —I I N �,/J <br /> THE FOUNDATION AND EMPTY IN AN APPROVED � � I 4�� GRA�/EL FILL oN � '� � I I I � ��''� � � � <br /> MANNER GOMPAGT EARTH. <br /> I � I I ARRIERVAPOR I �;r;; I I I I � � <br /> E::1 <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER I 2. R-10 RIDGID �NS. � � � � � � <br /> PERIMETER � SLAB �y <br /> EDGE, 24" TOTAL. ,i..� <br /> FROM COLLECTING IN CRAWL SPACES AND FROM I I ,� �n I I I � I <br /> LEAKING ONTO BASEMENT FLOORS I � � _ � _ _ � o I I I I I � �� . <br /> � I I I �� I� �� � o z� � �- - _ -I I 8' MIN '- � VERT. HOOKBAR <br /> �� �� i - o zl �-� � I 1 � GRADE ��.���, C�348'O.C., CENTERED IN WALL <br /> ANCHOR BOLT INFORMATION:_ �, � � ���������o AT�o� � - -����� -���- � � �- � � � � - � -° �� • <br /> O� ALL PLUMBINC� <br /> m �I I I ;�,��1Tf:,�,I I I; �. ... c� <br /> � �ixTurzes - � d-� � I � � �n�rr—� <br /> I I I I I � I '�I I I-1 I� �a ��, #4 HORZ. CONT., 12' MAX. � <br /> �n # �e � <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � I � " � '�-I� � BELOW TOP OF WALL •. � <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: � � �I , I ��-8° � . I = �i-� ;. �.� FOR H>8'(2)#4'S IN TOP 12' � � <br /> I � I � 0 . <br /> 1.1. �/2" DIA. A.B. PER DETi41L THIS �AGE I � � — — — — — — — — — ---� <': I� � � I r- '..� � � � � `�m <br /> 1.2. EMBED MIN 7", NOT MORE THAN 6' APART FOR I � � I � I �� I � � I `� O � 0 � <br /> ONE STORY OR 4' APART FOR TWO STORY � I � � _ _ = � ' :� .� � � 0�� <br /> 1 � -�-- - - - � I � O�cv <br /> 1.3. (2)A.B.'SPERPIECEMIN. � � I_ _ I r,-- - - - - - - - - - - - - - - - ' - - J� _ <br /> __� --=---� I ` � � _ � � . . '� W� Qrn <br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12" OR LESS 0 I I �;�` �� ' - - - - ,� - - - - - - - - I 0 0 ' CRAWL GRADE �''� <br /> , � li � '�, ;� I I I r - - - - - - - Pi_� - � � , �- ��� °� _ .� - � � w� � <br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE in = � �� ) ' - '� I I I I � I `�'P��sDs � � � <br /> ,_,,, <br /> I � � I � I �n .' `1�=1 I 1=1 f I=1 I I- � }� �--, <br /> FOR TWO ST0�2Y CONSTRUCTION, U.N.O. �n 0 � � �- u � I I � - � w�W�n <br /> I w I � � � I � a��I I P--=111�� N <br /> 1.5. USE 3"X3"X3/s"SQUARE PLATE WASHE�tS AT � � � I a8�i. � � � � � � � : I{-1TI==�1_ 4� � ��t <br /> EACH BOLT m � I � �n I I � I i � �� � � __ _., H W w � w�' <br /> I I-' -� -� � o� � � � � I -- <br /> 0'�' 16' � 0 � <br /> I- �I o�_�� I � I � � �� ' ,,,I Ir= 4�,�, �. � N <br /> � I I I = I I;+ � I (� z I I I I I I 8" GON . PO NDATION WALL A �_ �� � Q S���O� 24� <br /> � I � ! (L O TYP. � -ST RY � <br /> -8 � I I � I I �`� I � � I II I I � I I 16"xb" ONT. GON . POOTING �`-� 8 � , <br /> � � �j � �n # I � lY�. � -ST uY I (Z)#4 HORZ. CONT. � <br /> ' � I I 3�1�� I I I q-�� GONG. SLAB ON I J� t� � <br /> FOUNDATION VENTILATION:_ ' i � J � � i ' ( ON TAMPED GRADE ' � , _ <br /> SLOPE 3�� -ro O.H. DR. I � FOOTING WIDTH (W) <br /> • PER WASHINGTON S'TATE AMENDMENTS �t408.2 � I I 4' 'I , 6'-6I' I I � I j � 0 �-� <br /> � , , , ; � �, � , � N PRESCRIPTIVE FND. WALL � <br /> • DO NOT P�ACE FOUNDATION VENTS UNDER SOLID I I � I I � I � � I I 1/2" = 1'-0" Z <br /> BEARING I � � I � � � I � I � O <br /> • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF I � � I � � � I � I � � - <br /> . 90 DEGREE BUILDING CORNER � I � I I I I � � � � <br /> I � � � � � � I � � � <br /> I � � � � � I I � I 0 � � � <br /> CRAWL SPACE: , ; � � � � � � ' � � --STUD WALL m 0 Q <br /> - � � � � _ _ � � I L-i � � � � Z � �/ Z <br /> 1. 18" MIN. CRAWL SPACE / R319.1 � I I � I GONT. �OOTINC� � I I � � O � �' <br /> 2. R�30 INSULATION IN JOIST S�ACE � I I � � o.�+. Doo� � � ` � j- �/ � � <br /> I I � L - - - - - - - - EDC�E OP SLAB - - - - - - - -- � � '"' 0 � <br /> . <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER - � - L_— _ _ J � � FINISHED GRADE ' PER P�L.ANIST � O � � , <br /> 4. 1" MINAIRSPACEATBEAMENDS �- - - - - - - - - - � � -- - - - - - -- - - - - - - - - - � � � j� �' <br /> � � � � _ �� * � �-#4 HORIZ. CONT. 12 MAX � � m - <br /> � � <br /> P�-�' � � BELQW TOP OF 1fVALL Z � l�l �" <br /> GENERAL NOTES: P' � `2 �x s-� s ' . - <br /> „ . <br /> {2J 2 STUD R PLATE� m .� � <br /> _ . _ � PL TES I� � _ _ 1 n � � � � � � <br /> O 4" GONG. SLAB ON � <br /> GOMPAGT EARTH —� O ' � � � � �, <br /> I SLOPE I/4"/PT. � — � � <�,. � � ,(� <br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND � .� - �� <br /> SHEARWALLS MUST BE INSPECTED BEFORE R � o � O <br /> COVERING d� � � <br /> 2. P�tOVIDE SOLID BEARING � BOTH ENDS OF ALL � n � � , , � � '� #4 VERT. HOOKBAR�36� o.C. o <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE ,. . -�� o ; CENTERED WITHIN WALL � <br /> FOUNDATION L R � � � � a� <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIORTO �'-4-�" �'-�02" " , `.� crate: o�-�g-�4 <br /> INSTAL�P►TION OF ANY FLOOR SH�ATHING OR � SOILMUSTBE � . permTt: <br /> � , „ ,,,0��4��� ��. � �' FOOTING FOOTING revisions: <br /> DECKING 16 -� R.o. /� <br /> a��N� DEPTH WIDTH 06-I�-14 <br /> I O�-6�� I G�-(u HF�GHTATANY7IA£ S . �O���Z� 2�-�/� <br /> � � � �., �' a� <br /> - drawn by: MWJ <br /> , „ I G{'1P�G�GPid by: <br /> � �o -o � MIN.�3)#4 FOR I FO°�iHO_�� <br /> 20' �24 FOOTING � <br /> �H��T <br /> FOUNDATION EXTENSION <br /> � � . �J <br /> X TO SUITABLE BEARING <br /> � n <br /> ��2� � ���J� 0� <br /> � � <br /> SHEAR NOTE: <br /> HOLDOWN SGH�DUL� <br /> I. �X MATERIAL GAN BE USED FOR NOTES: <br /> ALL MUDSILLS N(��� HOLDOWN/ �ASTENERS TO <br /> �. SET A DOUBLE �X STUD BEHIND ALL WOOD IN GONTAGT WIT1-t GONGRETE ST��� (2) STUDS M11�1. U.N.O. <br /> SHALL BE PRESSURE TREATED OR GEDAR. <br /> E�/ERY STHD14 HOLDOWN GALLED OUT <br /> ON THE FOUNDATION PLAN. SET HOLDOWN PRO�/IDE GRAWL DRAIN � LOW POINT T-I STHD14/14 R.J ��8)/(�O)-16d <br /> I/�" MINIMUM AWAY �ROM WALL GORNERS, IN GRAWLSPAGE. <br /> WINDOW �.ND DOOR HE?.DERS. IT IS IMPORT?.NT SOLID BLOGKING UNDER ALL BEARING WALLS. T-� MST48 (�4)-16d e�Iy�� ���V�(��Y� � <br /> THAT THE FOUNDATION GONTRAGTOR HAS THE <br /> MAIN �LOOR PLAN SHEET TO PROPERLY SLOPE ALL GONG. STOOPS AND/OR PATIOS ��� SHEAR NOTE: <br /> I/4" PER POOT Al^1AY PROM DOORI^lfaYS. T-� MSTA�6 (�6)-IOd �������� ��� ��� � <br /> LAYOUT HOLDOWNS. ��2�/�` ��t�' <br /> �. ?. MST48 STR?.P W I TH (2) I/�" BOLTS I NTO �;��,� ��?�.:� BEARING WALL ABO�/E SEE SHEET L I �OR SHE?.R W?.LL T-4 MSTG48B� �(�8)-IOd <br /> THE FOUND?.TI ON I S ?. PROPER F I X FOR LOGATI ONS, SHEAR WALL �O U I �l��T I O I �l �J�•� I �l <br /> A MISPLAGED STHD14 HOLDOWN. N?.ILING SGHEDULE, & DET?.ILS. <br /> � = GENTER LINE SEE SHEET L-I �OR SHEAR WALL SGHEDULE <br /> 5EE GENERAL NOTES SGALE: I/4" = I'-O" <br />