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YVrltten dimenslons on thl� drawing shall have precadence over
<br /> scaled dlmenslons. Gontactor shall verify all dlmenslons,
<br /> condltlons, etc., pertalning to the work before proceeding.
<br /> The owner must be notlfled of any variattons from the
<br /> dimenstons and/or �ondltlons shown on these drawings. Any
<br /> auch variation shall be resolved by the Ownar prlor to
<br /> proceeding wlth the work, or the Gontractor shall QGGP�pt
<br /> full responsiblllty for the c.ost to rec,tify same. �,
<br /> �, �'7� �' �'t='�-= _�
<br /> <s :.�.�
<br /> � �`�`�a ����l�����t.' �
<br /> , � � ����t,3t>ir'1(Ffst �
<br /> �3 '
<br /> � 24 � OARAOEDOOR � `�� ��� �'�i�����t ���,;�'r3T.
<br /> � FOUNDATION NOTES:_ �4„ � � �o�-o�� � � ���.� w.:, ` ;y�w ' :'� „� ,�,
<br /> GO GR�T� � �
<br /> SL B � �� i �� 30X30XI2 GONG Z ••'
<br /> 1. CONCRETE TO BE 5 SACK IFc=2500 PSI �28 DAYS �6 -6 i� -6 �— - PAD w� «� #4 E.W. a,. +
<br /> a � 4'COMP.ORANU.AR
<br /> 2. REINFORCING STEEL TO BE ASTM A�15 GRADE 40 OR � ,, F"1'
<br /> �oonNo ac�uE
<br /> BETTER - - �� P�—s" P�-3�� s• L e� � s��soEr�a.eeAw
<br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED ° � I I 1=1 I I (I 1=1 I 1= `Q'P A��S `2' 2" 5,�5 ,�
<br /> E PLATES �-�
<br /> _���-�� �=���,-�� � � � '� r� �
<br /> 4. MIN. CONCRETECOVERAGEOFSTEELTOBE: II I �I _ _ _ _ % _ _ _ _ _ _ _ _ _ _ � _ _ _ % �� � ��.� ATGARAGEDOOR
<br /> SOIL � , DETAIL
<br /> �-i o _� �
<br /> 4.1. 3" CLEAR � BOTTOM OF FOOTINGS FZIGID '� � , - - I �,
<br /> iusul.a-riou � I I r 1 �
<br /> „ � � - - - - - - - - - - - - - - - - - - i I L _ � � V
<br /> 4.2. 1 Y2 CLEAR � OUTSIDE OF WALLS �z-io INSULATION D�TAIL � g
<br /> 4.3. 3/4� CLEAR � OUTSIDE OF WALLS = � I I = ZXA'8AT7�QQ
<br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE rv � � I - - - - - � I � 4�� GONG. SLAB ON 0
<br /> GOMPAGT EARTH � �
<br /> � I SLOPE I/4"/FT. Pl�gii I
<br /> PRESSURE TREATED � �i; b,� I � � i �2� 2x SnD �O �P'T'��
<br /> 6 PLA"T�5
<br /> , 6. PROVIDE SOLID BLOCKING OVER SUPPORTS a '� '`�`�"��81� � � r �
<br /> , . � �
<br /> 7. INSTALL FLOOR DIAPHRAGM 8� REMOVE ALL FORMS 8� � � � 1104 �GONG. SLAB ON j � _ _ _ _ _ _ _ _ _ ._ _ _ t _ _ ' � � � � . U F..+ �
<br /> 4" GF2.4�lEL �ILL ON
<br /> WOOD PRIOR TO COVERING � - J I W/ 6 MIL VAPOR I � � __. �- - - - � � �� � .� . � N
<br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL � � j I 2. Q����RD ISLAB I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 1 I . � . ., b �•�� � � � N • ,
<br /> � � _ � I I I I I 4 DIA.T1GFfil1NE �
<br /> BE 8 BELOW GRADE. EXTERIOR FOOTINGS TO BE 18 � � � �D��, 24�� TOTAL. I ��,N ��,,,,��„m„F �
<br /> MIN. BELOW GRADE U.N.O. -�' � � I L - - - - - - - - I I I 4• e' �' s�,+so�wea.ow �i U �
<br /> . I � I ,e� �23 � r, �
<br /> 9. A L L R O O F D R A I N D O W N S P O U T S S H A L L E M P T Y I N T O A � I � I �
<br /> � � I 30X3GX12 GONG � � Q� �
<br /> 4 TIGHT LINE THAT SHALL RUN THE PERIMETER OF L � -, R-10 RIDGID �Ns. �
<br /> � PAD W/ �3) #4 �.�. �G�2T4 R ���� —� I � � = GARAGE WALL DETAIL �
<br /> THE FOUNDATION AND EMPTY IN AN APPROVED �- - � � � see DETAIL I I � � �F�''+-0'
<br /> F-lANG F.P. 80X I I I I I � � � �
<br /> .,,, ,,,,,,,,,,,,-�---.._..,_.,
<br /> MANNER o�� ��� �„�� I �
<br /> �30X30X12 GONG. I I �
<br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER O 3)A35 GLIPS � � I PAD W/ C3) #4 �.�. � �
<br /> FROM COLLECTING IN CRAWL SPACES AND FROM I �AGI-! SIDE � � � � I I
<br /> LEAKING ONTO BASEMENT FLOORS �n � � 5�-��� �'-�"' I I '"
<br /> I I � � � �
<br /> I I � - - I � � GRADE 8" MIN � #4 VERT. HOOKBAR
<br /> ANCHOR BOLT I N FORMATION: --�--- � ����� � I GONTRAGTOR TO � — -� _ _ _ _ _ _ � � � __ ��� •�� c�4a• o.c., CENTERED IN WALL .
<br /> _ I - - - -� I �/ERIPY TF-!E LOGATION I � � I i-I I-I—����—�I I , ��v
<br /> � OF /�Ll_ PLUMBI I�1G �� � �: .,'� ,:;„ �—i T—I—IT�I �+w
<br /> � I I I � I I I �IXTUFZES I -�-="�rt� - - � I ��I 1=1 I I �� #4 HORZ. CONT., 12" MAX. � �
<br /> � 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � I i � �-- 6 � - - ---� � � � I �'. � BELOW TOP OF WALL •. �
<br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: � I I +6 , 2Q 8 STRIP F oT��d , , , , . r.,
<br /> � ,� , �„ -�, + W%�2-#4 GONT�uo�s � � �-� .. : FOR H>8 (2)#4 S IN TOP 12 �
<br /> � � I IbXb STRIP FOOTING ���� "' � I � � �
<br /> 1.1. Y2 DIA. A.B. PER DETAIL THIS PAGE I I I 1N/ 2-#4 GONTINUOUS I �� % i i !; ,- ! I � � � I c� J ,�
<br /> 1.2. EMBED MIN 7"� NOT MORE THAN 6'APART FOR I � f_ � _ _ ;_'�\`''_�� ___�'�, ���_� � I � I _ '�` `�' �
<br /> I � r�O, Om
<br /> ONE STORY OR 4'APART FOR TWO STORY I - _ _ �_� � � c _ � � 0 ' .� �ti � 0��
<br /> � 1.3. (2)A.B.'S PER PIECE MIN. - � � � � � � I � � � _ � � �0 �N
<br /> 1.4. 1 B O L T L O C A T E D N O T M O R E T H A N 1 2" O R L E S S � I � � w �m
<br /> � ) � � � � 5, 4�, � I � � -' o . C R A W L G R A D E •'�
<br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE �o i ! + , _ � _ I I � � �� ' -� � �W��
<br /> � ,� — — — — — — — — — � �a iii �ii-�ii-ri � w �- �
<br /> � � f j � - � . I = _ � w�n �-,
<br /> FOR TWO S3 ORY CONSTRUGTION, U.N.O. I i � I � �I j � - :. . I I i_ - _ > � W c�v
<br /> 1.5. U S E 3 X 3 X/6 S Q U A R E P L A T E W A S H E I R S A T I � _ _ _ _ _ _ � I 0 -
<br /> � � - - - - - - - - - - - - - - - - - - � _ � , .� , 4� � (Y t
<br /> EACHBOLT I - - - - - - - - - -- - - - - - - - � � - I . - - � =111=111� H � W ,� � �►�
<br /> � _ � � � � �- - - - - - - - - - N �
<br /> N � I I I �HWT � {�) ��x 5�- - - -- - - - � I I � .. I�I I I-� 0,�, I 2g� � O IU
<br /> m � i I I I � o J < ��A,-� � I I 8 0 I 24 � -
<br /> I � I n I ( I\ � I � I � � w
<br /> I I 6'-4�� � � � � � Q 4��Q� STEEL I Sw ��: . d
<br /> A � I I BARI�ER I I I �p A ` �Z�� HORZ. CONT. �
<br /> FOUNDATION VENTILATION: -8 , � � � �- ] � � � � � �+ A_� 4
<br /> � � � � � � I I �
<br /> � � isx sT�i �oo iN� � I � FOOTING WIDTH (W)
<br /> • PER WASHINGTON STATE AMENDMENTS R408.2 I L�v 2-#4 ��NTIHU �s � rs � I
<br /> � � , ,_ � I , , , --�a+ , � � PRESCRI PTIVE FN D. WALL �u
<br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID � �_ - - `f `� � � I 6 I I I 1/2" = 1'-0" � Z
<br /> I - - - 4" GONG SLAB ON I I �
<br /> 4" GRANULAR 8ED
<br /> . B E A R I N G � I I � - G I I � ON TAMPED GRADE I I I
<br /> I SLOPE 3" TO O.F-!. DR. I �O
<br /> • � FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF � I �B . I I �y�� � � , —
<br /> 90 DEGREE BUILDING CORNER � I I ,-� � I � ��� I - � �
<br /> � I � �, .,� ,;_,�,� �I � � I I 0 � � �
<br /> I ', ; ;�' ;; i � � li i O
<br /> CRAWL SPACE: , �-�=J-' ,�, ;,� � � � Q
<br /> _ � � ---= - '==-'� 1 I I � I I
<br /> 0 � � I I I _6" GOhIG. PQ NDP+:POI�I �LL STUD WALL � �
<br /> O � �
<br /> 1. 18" MIN. CRAWL SPACE / R319.1 _� � � I I � � � � np. � 2-ST r�Y �- � �
<br /> � I I I � I I I � I I 16"x8" GONT. GON . POO I NG ,n � O � � Q
<br /> 2. R 30 INSULATION IN JOIST SPACE - I ' � �� TYP. � 2-ST �,- �'
<br /> 3. 6 MIL BLACK POLY VAPOR BARRIER I I I I j I I � � FINISHED GRADE , � ' FLOOR JOIST � O � � O �
<br /> 4. 1" MIN AIR SPACE AT BEAM ENDS I I j � � I � I I � � . � PER PLAN (y � '� ��-- �
<br /> � � � � - - � � � I �a I � � ' #4 HORIZ. CONT., 12 MAX (y II � �-
<br /> � I I I I I I �+ GONT. FOOTING I I I n+ : BELOW TOP OF WALL ■■■ +�--+ � � ...._.
<br /> G E N E RAL N OT ES._ , �� � �.�. D��� , ��� � � � �. 4 � :� z �p
<br /> I � n i I _ - - - a �. �r � x � �
<br /> I � — - — �DGE O� SLftS . � '� '(� � �
<br /> -- �— — ..: ' , �'�` U �
<br /> 1. ALL HOLD DOWNS� FRAMING ANCHORS AND � � . -� m � (J�
<br /> SHEARWALLS MUST BE INSPECTED BEFORE '�� '�� '�� '�� '�� '�� Q- Z
<br /> ��-��� �i �" , Qi-s�� 0 w ' � �
<br /> COVERING �2� 2x STllDS �2� 2x ,UD .. �2 2x STUDS _� Q vn`
<br /> S PLATES � PLA ES B PLA'fE5 � O
<br /> W
<br /> 2. PROVIDE SOLID BEARING � BOTH ENDS OF ALL = L-� r � � = z 4. • p'
<br /> � 4�� GONG. SLAB oH 0 � #4 VERT. HOOKBAR�36 O.C. �
<br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE I GOMPAGT EARTH I� —I � ~ � CENTERED WITHIN WALL L
<br /> FOUNDATION �p SLOQ� I/4"/PT. � _I _J � o� . a, �
<br /> 3. UNDERFLOORINSPECTIONSREQUIREDPRIORTO 0 � . �:� date: oz-z8-��+
<br /> INSTALLATION OF ANY FLOOR SHEATHING OR -�� ��Y perm►t:
<br /> DECKING � -1 r � a���� .� FpEPITM �FWipinN,iG revisio 06-I�-14
<br /> . HEKiHT AT ANY lUrE I S �O���Z� Z��O� I
<br /> � J � _ _J : °�
<br /> ' � � drawn b MWJ
<br /> ��_4��� I'-102�� � FOOTINO GE'IeG�Ge�.by:
<br /> � � MIN.�3 #4 FOR
<br /> � , 16'-3" R.o. . , 20" 8�24 �OOTING �'
<br /> �- �i---f��T
<br /> , ���-6�� ���-6�� FOUNDATION EXTENSION
<br /> n � � !� • �
<br /> �o�-o�� X TO SUITABLE BEARING
<br /> � �
<br /> �/2� _ ��-�� O�
<br /> � � �
<br /> SI-I�AR NOT�:
<br /> HOLDOINN SGH�DUL�
<br /> I. �X MAT�RIAL GAN B� US�D FOR NOT�S:
<br /> ALL MUDSILLS Mf�RK ( HOLDOWN/ �AST�N�FZS TO
<br /> • Z. S�T A DOUBL� ZX STUD B�HIND ALL WOOD IN GONTAGT WITI-! GONGRETE ��'��� (2) STUDS MIN. U.N.O.
<br /> SF-lALL 8E PRESSURE TREATED OR GEDAR.
<br /> �V�RY STHD 14 HOLDOV�IN GALL�D OUT
<br /> ON TI-I� FOUNDATION PLAN. S�T I-IOLDOWN PRO�/IDE GRAWL DRAIN � LOW POINT T-I STI-ID14/14 R•J C�8)/C�O)-16d
<br /> n IN GRAWLSPAGE.
<br /> I/2 M I NI MUM AWAY FROM WALL GORN�RS,
<br /> WINDOW AND DOOR H�AD�RS. IT IS IMPORTANT soLID BLOGKINC� UNDER ALL BEARING WALLS. I T-2 MST48 I (�4)-16d
<br /> TI-fAT TI-f� FOUNDATION GONTRAGTOR I-fAS TI-f�
<br /> MAIN FLOOR PLAN SH��T TO PROP�RLY SLOPE ALL GONG STOOPS AND/OR PATIOS ��� SH�AR NOT�:
<br /> I/4" P�R POOT Al^1AY PROM DOORl^lfaYS. T-� MSTA�6 (z6)-IOd �i�� �� ������
<br /> LAYOUT I-fOLDOWNS.
<br /> �. A MST48 STRAP W I TI-I (2� I/z" BOL TS I NTO : �,�...,.;� �,��� 8EAR1 NG WALL fa8ove S�� SI-I��T L I FO R SI-I�AR WALL �I I �EV I��I�� ��� ��1� �
<br /> • TH� FOUNDATION IS A PROP�R �IX FOR LOGATIONS, SH�AR WALL T-4 MSTG48B� (�8)-IOd
<br /> A M I SPLAG�D STHD 14 HOLDO WN. NAI L I NC� SGH�DUL�, � D�TAI LS. �O U I �l��T I O I �l �i�� I �l �/2�� � ���
<br /> �, = GENTER LINE S�� SI-I��T L-I FOR SH�AR WALL SGI-I�DUL�
<br /> S�� G�N�RAL NOT�S SG.4LE: I/4" = I'-O"
<br />
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