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�� <br /> Wrltten dlmensions on thls drawlnc� shall have precedence over <br /> scaled dlmenslon5. Gontactor shall verlfy all d(menslons, <br /> c.ondltion5, etc., pertalnlnc� to the work before proceedlnc�. <br /> The Owner must be notlfled of any variatlons from the <br /> dlmen5lons and/or condltlons 5hown on these drawlnc�s. Any Z4�-O�� <br /> such varlatlon shall be resoNed by the Owner prlor to <br /> proceedinc� wlth the work, or the Gontrac.tor shall QGGP��7t <br /> full responslbtllty for the cost to rectlfy same. � I�'-O�� � 12'-O�� <br /> r�����. <br /> f � v �J��� � �{�tj����� <br /> � �'t`�' <br /> ■ 2�4.X XPa Gt�NG. �j'��� �`� -OARAOEDOOft °���� ,��,��a;(��',� <br /> r�Ya� <br /> FOUNDATION NOTES. ��� ��� #� �.�. � ��� .��.� � � � <br /> - - �---��"�-� �--- � r . <br /> r ,-. 4�'� . 3 ,;����"�::��'� <br /> �,�.�i�,�� k�. <br /> 1. CONCRETE TO BE 5 SACK Fc=3000 PSI FOR ' �� •�� � �, �� , � ������,����}�� <br /> I � � � � � 3��;:,� � a .. <br /> WEATHERING � 28 DAYS oz� .� �--- � � °" -�,�.�,,,� �"�.��-��°:�°'� <br /> 2. REINFORCING STEEL TO BE ASTM A�15 GRADE 40 OR �'`���"` 24x 4xe �oN�. ' � �' <br /> BE�ER � �`�� P.4D W/ �2� #4 E.W. � , �, � � ��� <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED 4�� GONG SLAB Ohl ��` <br /> SOIL O 4" C�RAVEL FILL ON � <br /> GOMPAGT EARTH 0 DETAIL AT GARAGE DOOR <br /> � SLOPE I/4"/FT. � ����'� � <br /> #4 STUB STEEL <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: 0 � �e„ o.�. Max. 0 <br /> 4.1. 3" CLEAR� BOTTOM OF FOOTINGS - - <br /> 4.2. 1 �/2" CLEAR� OUTSIDE OF WALLS '�� ���� � �!�� �"�� <br /> 4.3. 3/4" CLEAR OUTSIDE OF WALLS � Zx SnDs ' = P�. '�� ?J(i4'SAT1Q'0.C. � <br /> � S PLATES ��f2) 2 5'Ti.7�"-v � <br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE � s s I �� I I I I I I � U � <br /> PRESSURETREATED - - - - - - - - - - - - - - --- - � _i_ -i __,- - - �T� � <br /> 2t�{P.T.RATE <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS � � - -- - - _ ��� � j ;`�'� � <br /> W <br /> � <br /> 7. INSTALL FLOOR DIAPHRAGM 8� REMOVE ALL FORMS 8� � � � - - - - - - - --- � - - - N � -" -�I I � �� � � <br /> WOOD PRIOR TO COVERING _� � � � I I I � � <br /> fl c�w.�� � � °�, <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL ��0 � � I _G}?�Y�1L5Q�G�_ L. __� I � ,, H ,� <br /> � <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" p, � I � 6 MIL. BLAGK �/APOR ;�, � I �� + ��.r,��,,� � N <br /> MIN. BELOW GRADE U.N.O. "� I I I �B.4RRIER TO TOP OF FTG.� � I I #' B' 4` ��Agp�K,�pyy � � � ap <br /> W/ 12" L.4P � .4LL SE.4M5 r^ N � <br /> I I r - � P.4D YV/ IC4)GONE.W. I I 1�' V J <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A � I � � � � I �+ r l : � <br /> 4 TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � I � � � � GARAGE WALL DETAIL ,� v � � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED � I I I � i � ��-+� „/ � 4 <br /> MANNER I � � r2� 2 x �o L J _N I � I r� W � °' � <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER - _ _ - - - � � � 8�� GONG. POIJNZ7ATION LL v J <br /> � TYP. � 2-ST RY <br /> FROM COLLECTING IN CIRAWL SPACES AND FROM � � _.- - . _ _ � � I �+ � � <br /> LEAKING ONTO B�SEIIM�N"� FLOORS I I I I � ., I �6��Xe° GONT.TM�N�. 20o IRY . � � <br /> -- 1- - -- - - - J � I I ,� 8' MIN . #4 VERT. HOOKBAR � <br /> _ 2X10 JOISTS I � GRADE .� '.. � �48'O.C., CENTERED IN WALL <br /> ANCHOR BOLT INFORMATION: ' � � ' _ _ _ _ � � �6�� O.G. UNLESS - - _ � � <br /> m oTHERwISE NOTE � E ���-1I � <br /> _ � L � <br /> � <br /> � <br /> � IT r2� 2 x io - - �-� -I � � i � '����� �� .� ; #4 HORZ. CONT., 12' MAX. <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC I � � � I _� ������ ' � BELOW TOP OF WALL <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: i I I a'-2'� 3�--,��� J - „�-��� � i � N '�E :. � � FOR H>8' (2)#4'S IN TOP 12' � � <br /> 1.1. Y2" DIA. A.B. PER DETAIL THIS PAGE 0 I m � I I � , Q � W � <br /> 1.2. EMBED MIN 7", NOT MORE THAN 6'APART FOR ,��, m � � � f�� 24X24X8 GONG. I ,�� ' '* � <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 �j m � I I � �} TM P ��2' #4 �.,�. I ' j .�;. _ � <br /> 1.3. 2 A.B.'S PER PIECE MIN. x�t� � I I � � I � � � -� � 0 <br /> � ) � -,.�4 I � I � _ � � �� <br /> 1.4. 1 BOLT LOCATED NOT MORE THAN 12 OR LESS � � � � I �, � � O � <br /> � ) Q.� I � CRA1N�GRAE)E 0�cp <br /> # I I �� 30X30X12 GONG. � � d� <br /> THAN 7 BOLT DIAMETERS FRQM EACH END PIECE �� I � � � � PAD 1^i/ (3) #4 ��w� - I : ., -- � 0 6 cv <br /> � � I I I � � � -I!I=1 I I I I-1 I� �-� <br /> FOR TWO STORY CONSTRUCTION, U.N.O. I � � � � � � I I •. ������_���-� � ��i�� <br /> 1.5. USE 3"X3�X3�g� SQUARE PLATE WASHERS AT � _ � � ._� � _ I � �� � I I 1=1 I 1=1 I w-I I �;y � i_ � <br /> � � I I � � � � � � �I � � �� � . �I 111,I'111� �� �� <br /> EACH BOLT I I m - I - - � ^ - T I I FDTN. VENTS. TYP. � '�I I'i�i� H I � �I��(� � II� <br /> _ � � � �� - - -�� - - -� � - � 18"x6" SGREENED � (�����.-� Q��� � ��� ILI(� <br /> I (5) REQUIRED E-' <br /> 0 I � � � � � I 0 -' ,,.���� -4�$� ��- � W� <br /> � I � - � � -� - I I I 0 ` - d _8'-10' � 24'_ 0 11 = <br /> �.G. <br /> O I � N � AB�/. N � � In $� .. N <br /> iI � m � ��1 � � ; m CI� I I ( .� . .. . (2)#4 HORZ. CONT. <br /> FOUNDATION VENTILATION: ' i ` i _o _� ��'� i �i o _ !i _ _ �. _ _ _ � i ; � � <br /> I �- �-r � , , � � � FOOTING WIDTH (VV) <br /> I y� rr <br /> • PER WASHINGTON STATE AMENDMENTS R408.2 = �; � I j I `� � � '� � ' � � <br /> r�� � � � �- �� -��� - - - - " - - - - -�� � � PRESCRIPTIVE FND. WALL � <br /> I (?J� X-5TUD5 (2)�2X�STUD � <br /> t DO NOT PLACE FOUNDATION VENTS UNDER SOLID �� i � � � �I i � < FLATE9 0 ¢ ��.A�S � � � _ � � � <br /> � 4��m ST��L I � 1/2 1 -0 <br /> BEARING �-'-� I I � - - - -� � � m �p���D � � I �� <br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF � � � � B.4RRIER I f .� <br /> 90 DEGREE BUILDING CORNER � -� -�� � I j � I �1 � � <br /> I I I � t � 4, „ , � a�� ��� -� � i � �- � `� <br /> CRAWL S PACE. I I I I I { STUD WALL � � � � � <br /> 4" GONG. SL.4B ON I 4" GONG SL.4B ON I (� <br /> 4" GR.4VEL FILL O I I I 4" GR.4NUL.4R BED I I ( 3 � � t i � <br /> � ON TAMPED GRADE t-� <br /> 1. 18" MIN. CRAWL SPACE / R319.1 -' SLOPEPI/4°/FTRTH � I � SLOPE 3�� ,-o o.E+. DR. � I I � �j �l - <br /> 2. R 30 INSULATION IN JOIST SPACE � �4 STUB STEEL I I I I � _ �E� ��-- ,� �-- <br /> � 18" O.G. M.4X. I I I I � � � � � � <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER Y' � FINISHED GRADE ,: FLOOR JOIST � <br /> 4. 1" MIN AIR SPACE AT BEAM ENDS PaD Y�L;' C��4 E.V'J. I I � � I � 0 � . �PER PLAN � � <br /> f -I ( � ( - � I� � N " ' .c� #4 HORIZ. CONT., 12 MAX � Z � <br /> , �� I I � o � . <br /> ......._._� � � � , BELOW TOP OF WALL � � I-�-I <br /> GENERAL NOTES: -� � ' � ' { � ���• <br /> . J , i i - i i � a �:. � � � � �} ----1 <br /> aQ�� i ii ii � • � � �.. � � � <br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND � � I I � � � � <br /> SHEARWALLS MUST BE INSPECTED BEFORE �p � � � � � j � w ' �� � � <br /> COVERING -' I � L-� � I � � �� � I� <br /> 2. PROVIDE SOLID BEARING BOTH ENDS OF ALL `� I I � � � � z 4 . � <br /> � � � I I � " #4 VERT. HOOKBAR�36'O.C. � <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE P�D� «,#�"�w. � � I GONT. POOTING I I � p CENTERED WITHIN WALL <br /> FOUNDATION �- �- � � I � o_H. DOOR _ _ _ _ _ _ ( � O .' a' dc�te: o�-o�-i4 <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO � � � � - - - - - - -� - - � � � perm�t: <br /> EDGE OP SLAB } _ �� , revisions: <br /> 801L MU8T BE <br /> INSTAL�ATION OF ANY FLOOR SHEATHING OR --� -� - - - - - - - - - - -�' �,►���. �- ��a <br /> - - - -- - FOOTING FOOTING i o-08-i 4 <br /> NO YORE 1NM14 FT <br /> DECKING + - J � ti� d a��� -=--r- . . DEPTH wion� ar�►��, � : Mw..� <br /> �Qo� 4 � lIf�OMTATM1Y7YrE S'� '. . � � 10'-12' 2'-0' � . <br /> � �:����nW"� �=�i�����:� a:����'��T�� �. . . . ch�c.k�: by: <br /> ��.��r�a� ������) �������� <br /> ��� ��� ���,�� MIN. 3 #4 FOR � I �+-t��T <br /> � �� i „ i 6�-��� R.O. I -4 � �� {a��p��`��� ��' ���'�����) 20' 8�24'��OOTING <br /> ��-o�� � ' �q�-a�� � FOUNDATION EXTENSION <br /> , � � � . � <br /> �--- <br /> 24�-0�� TO SU ITABLE BEARI NG o� <br /> �/L� � ���/� � � <br /> BLOGONO(TYPIC/1y <br /> �'4 UL aRADE Td0 PlYY400Q.QLUE <br /> AND NNL W/Bd Q'0.C.AT EDGE8 6 <br /> SOUD BLACJON(i. 10'Fl9D IN FlB.D <br /> I-IOLDOV�IN SGI-I�DUL� <br /> �asr r�Puw ° <br /> irre�xnre r�t au�ae�oa <br /> (8EE FOUNOKIi6N�PMINr <br /> M��� I-iOLD01^1N/ ST RS TO <br /> STRA�' {�� STUDS MIN. U.N.O. <br /> etivFos7c�w�cnon ' e�iw�Puw SHEAR NOTE: FOUNDATION �/ENT GALGULATION T-I STHD14/14 RJ (�8)/(�O)-16d <br /> �u oR�ce n� <br /> �t�roe�aPo�r � � Pr Poerwirao T <br /> � � r�o�c�aFoont� I. �X MATERIAL GAN BE USED �OR NOTES: 2.4� <br /> eM����� � ��g�'�� ALL MUDSILLS -128 SQUARE �EET = (�4)-16d <br /> �` �� ���� 2. SET A DOUBLE 2X STUD BEHIND �LL WOOD IN GONTAGT WITH GONGRETE ��� 5-r T-2 MST48 <br /> � �° E\/ERY STHD14 HOLDOWN GALLED OUT SH.4LL BE PRESSURE TREATED OR GED.4R. <br /> 1�' ������� ON THE �OUNDATION PLAN. SET HOLDOWN PROVIDE GR.4Y+lL DR.41N � LOI�I POINT T-� MSTA�6 (z6)-IOd <br /> PROVIDEP081T1VECONNEf10N �� IN GR.4WLSP.4GE. C�� �/ENTS REQUIRED <br /> &M�p�� I/2 MINIMUM AWAY �ROM WALL GORNERS, <br /> FOOTING DETAIL wINDOW AND DOOR HEADERS. IT IS IMPORTANT SOLID BLOGiGING UNDER .4LL BE.4RING WALLS. ��� SHEAR NOTE: T-4 MSTG48B� (�8)-IOd <br /> ��..r�. THAT THE FOUNDATION GONTRAGTOR HAS THE SLOPE .4LL GONG. STOOPS .4NDJOR P.4T105 <br /> M?�IN �LOOR PLAN SHEET TO PROPERLY i/4�� PER FOOT .4W.4Y FROM DOORWAYS. SEE SHEET LI FOR SHEAR WALL T-5 HD-7B (�)- �/4" ^ I ,� II ^ <br /> LAYOUT HOLDOWNS. LOGATIONS SHEAR WALL (G�/�'�Y YL��/�'�G�> <br /> �. A MST48 STRAP W I TH (z) I/2" BOLTS I NTO �s�� BE.4RING W.4LL .4BOVE NAI L I NC� SGHEDULE, � DETA I LS. SEE SHEET L-I FOR SHEAR WALL SGHEDULE <br /> THE �OUND.°.TION IS A PROPER �IX �OR <br /> A MISPLAGED STHD14 HOLDOWN. � = GENTER LINE ` <br /> �O U 1�1 fl�T I O 1�1 i���1�1 <br /> S�� G�N�RAL NOT�S SGALE: I/4" = I'-O" <br />