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Wrltten dlmenslons on thls drawing shall have precedence over
<br /> scaled dlmenslons. Gontactor shall verlfy all dlmenstons,
<br /> condltions, etc., pertalning to the work before proceeding.
<br /> The Owner m�st be notlfled of any varlatlons from the
<br /> dlmenslons and/or c.ondltlons shown on these drawings. Any
<br /> such varlatlon shall be resolved by the Owner prlor to � — �;;;,
<br /> �roceeding with the work, or the Gontractor shall QGGP�pt
<br /> ul I responslblllty for the cost to rectify same. ����, ;;� �. -rrr,`y;F�€�&,�`#F�€¢��,�� ,����
<br /> f„ _,,
<br /> ��«,����� ,.��r�i>�����.� t:�
<br /> . , . ���,,�� r i�5��•���,v,.��` I
<br /> OARAOE DOOR � ,.'t;.�=:.aa � �x•-�:
<br /> � y
<br /> � FOUNDATION NOTES: �.�� {-�'x " r'' `, r `���
<br /> _ _ � .� :�- .�:�� ����
<br /> u
<br /> . �. ���
<br /> � •• ���'Si'.
<br /> 1. CONCRETE TO BE 5 SACK Fc=2500 PSI (a�28 DAYS � °"� � •�.�
<br /> 2. REINFORCING STEEL TO BE ASTM A�15 GRADE 40 OR 28'-�° � °o ��,,,��„�
<br /> BETTER 4 � '`• �"e°�"`�,o'"
<br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED '�
<br /> SOIL DETAIL AT GARAGE DOOR �
<br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE:
<br /> 4.1. 3" CLEAR (a� BOTTOM OF FOOTINGS ��.'�
<br /> . 4.2. 1 �/2" CLEAR (a� OUTSIDE OF WALLS � U g
<br /> 4.3. 3�4� CLEAR (a� OUTSIDE OF WALLS 4�� GONG. SLAH ON
<br /> GOMf'AGT �ARTH —�L4'8AT 7�O.G
<br /> SLOf'E I/4"/FT. �Tl „
<br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE W
<br /> PRESSURE TREATED a``P�T�`�"'� � r ,
<br /> 4 OOf�K2.�AB ^ r O
<br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS e �_s„ � � ,� �
<br /> 7. INS�ALL FLOOR DIAPHRAGM 8� REMOVE ALL FORMS 8� �2;PX s�Ds �2�X_S JDS �2} x S,UD � U H � �
<br /> WOOD PRIOR TO COVERING S PLATES� � s PLATES � � � LA� � Q N �
<br /> � � � \ \ � • 4'CONP.C�RAtILLJ1Ft i/1 � ap
<br /> 8. FOOTINGSLOCATEDINSIDEOFCRAWLSPACEWILL � v— _ _ ' _ _ _ - _ _ _ ' - _ _ - - ' - - - - - - - - - � - � , ,�j�—� . � . .; . � � � x HN
<br /> w w �� _ - �� I` f` 4 WA TIGFRLINE �
<br /> BE 8 BELOW GRADE. EXTERIOR FOOTINGS TO BE 18 _ _ _ _� - - - - - - r�ow�, r�oo„r�cisc,.�oue
<br /> I _ __� _ � I r e� � s��►e o�r�.eaaw �i r � �t
<br /> MIN. BELOWGRADEU.N.O. I I f- - - - - - - - - - - - - - - - �.¢;,"_ - - - - - - - - � � � �
<br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A I I ^ � I '� � v o
<br /> N 6 MIL. BLAGK �/APOR I � � � � �
<br /> � 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF = � ! I 1� �BARRIER TO TOP o� FTG.� � I � GARAGE WALL DETAIL o0
<br /> THE FOUNDATION AND EMPTY IN AN APPROVED _ _� I I I I� w� 12�� LAP � ALL SEAMS � � ��..,,� C/� �
<br /> MANNER �� � i �-��� � I I 2'-��� 2�-��� � I , �i �
<br /> o i z
<br /> _� i�_
<br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER �- I I I „ 4'-6�� „X „ s�-o° „ s�-o�� „ s�-o�� „ 4�-��� „ � I I cr � �
<br /> FROM COLLECTING IN CRAWL SPACES AND FFtOM _ �� �� �_�� � I I � ` �
<br /> LEAKING ONTO BASEMENT FLOORS �� � I �> xio �-+F#� N � � I -
<br /> = F I--I �_�— I---� —1 � —1 D�� � � � —I � � � � = GRADE 8' MIN . i� C�8EO.C.HCE TE ED IN WALL
<br /> ANCHOR BOLT INFORMATION:_ � ! � ! � � � ��-- � � � � � -,;,_„�-�-,_, �.�� �;
<br /> � �� I � J J � _ J � _ _J � � - J `� III�III� . . � � �
<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � � �- -Q � I I ' __ % .� . �i4 HORZ. CONT., 12' MAX. ti �
<br /> � _1 I � � � BELOW TOP OF WALL
<br /> � ENGINEERING THAT SUPERCEDES THE FOLLOWING: - ��2X10 HF#2 � 24X24X8 GONG. � �� � j j . . �I I I : - . FOR H>8' (2)�i4'S IN TOP 12' `'' �
<br /> PAD W/ C2) #4 �.W. � Q �
<br /> 1.1. 3�2" DIA. A.B. PER DETAIL THIS PAGE I �I I O TYPIGAL � ?z � � I _ d,. q � � �.
<br /> 1.2. EMBED MIN 7 , NOT MORE THAN 6 APART FOR � � � I IN � �� �= i m �' � `� O � 0�
<br /> ONE STORY OR 4'APART FOR TWO STORY � I � I Ic�v � �� � � � � � � ���
<br /> 1.3. (2)A.B. S PER PIECE MIN. � � � 4�-0�� � i i 5�-6° „ �e�-6�� � _ ,�k � I � _ � �. , � �-# �
<br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12" OR LESS � � � � � X �q� � � � � o .: ;. � CIRAWL GRADE � �� ��
<br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE � I � N � I �
<br /> FOR TWO STORY CONSTRUCTION, U.N.O. � _ _ _ _ _ _ _ _ _ _ _ _ _ _ �0 _I I _ _ _ J I I '_'��1`���- � � �
<br /> �� . .�j= _- = Q� u}i n �n
<br /> i i �2��2 �� �#2 �- - _ - - - - - - - - - - - - - - - -� i - . ��- - -� ��
<br /> 1.5. USE3"X3�X3�g SQUAREPLATEWASHEFtSAT I �� - _ _ _ _ __ _ _ _ _ _ _ _ � Q ... � : - - -
<br /> EACH BOLT � � � L J = � I � - - - - - - - - «�PX-g��o5 � I I �o � � 'I I�I�--I I 1= H W � � ��,
<br /> I I I � I I I 6 PLATES I I I ��� - — — ���' 16� v O LL!
<br /> � � � i � � -� �r� I � �I � I I 0 :�' �,T=' 4'-8' 20' 4� N
<br /> m � � � —� - � I � � I I ��' T.— 8'-10' 24" �
<br /> '� I I I � .' � L I I I I I I 8" GONG. FOUNDATIION i^L>LL � 8� �--EI�
<br /> � � � Q �V� _ � I � TYP. � �-STORY � �
<br /> I I � '4", � I I6"x8" GONT. GONG. FOO�'ING �2�� HORZ. CONT.
<br /> � I TYP. � 2-STORY 4
<br /> FOUNDATION VENTILATION:_ = i � i � Q� � i ' ' i i A FOOTING WIDTH (W)
<br /> � �- � -� � i
<br /> • PER WASHINGTON STATE AMENDMENTS R408.2 -a -� I � I I I 4" GOIVG. SLAB ou � � P,-8
<br /> 4" C�RANULAR BED
<br /> �� , � , ' , , I ON TAMPED GRADE ' , , P R E S C R I PT I V E F N D. WAL L
<br /> I� I I I � _J I I I SLOPE 8' TO O.ti. DR. I I I � 1/Z� � 1� /'►�
<br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID I � I � �- I I I I � � , ��
<br /> BEARING � � � I I �-
<br /> . � � FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF I� � I y° � II I � � I I �
<br /> 90 DEGREE BUILDING CORNER � � � � � -1 I I � � I I �
<br /> � � ia�x24�� I �. � � � � � �
<br /> ���. i ��� zx4o � i i
<br /> CRAWL SPACE:_ ��s��S i i H�#� J = i �i � i i I� S1UD WALL � �
<br /> AGGESS 0
<br /> i � (�/
<br /> � � I� tl" � � � � � � H� � 1�
<br /> 1. 18" MIN. CRAWL SPACE / R319.1 I 2� 2�0; -� I I i � � � �� O 0 �
<br /> 2. R-30 INSULATION IN JOIST SPACE I I-�+��_ I I I I � (�
<br /> GOIVT. �OOTINC� I I
<br /> I L; � -� I � O.i-f. DOOR I FINISHED GRADE ,: �FpLER PR�JNIST �
<br /> 3. 6 MIL BLACK POLY VAPOR BARRIER I I � I I � I � � �
<br /> . � — Q
<br /> 4. 1" MINAIRSPACEATBEAMENDS I I I I� I I � - - - - - - - EDG� OPSL�.B - - - - - � I I �
<br /> . _.. .
<br /> I I I I � � �������� �i4 HORIZ. CONT., 12 MAX � � �
<br /> GENERAL NOTES� - - - - - - - - - - - - - - - - - - - - - = �— ; � � BELOWTOPOFWALL �
<br /> I I II Q
<br /> ' ■ PDTN. �/ENTS, TYP. I I W.G. � I I � / / T � � �
<br /> 18"x6" SGREENED I ABV. -� I I I I`°; u = c ' • � l l
<br /> (S� REGlU I RED I � , � V
<br /> �I . � C2) 2 5 U�S
<br /> ' , ' �� � � � ' ¢ � T� � ' ::. � � a m
<br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND I I � I I � i u� �
<br /> .' �;
<br /> SHEARWALLS MUST BE INSPECTED BEFORE I L I� ��, � � _ _ _ _ _ J�I i L_i o . � �
<br /> COVERING , � � �' � ,
<br /> . � � -- � _- ,�
<br /> �
<br /> -
<br /> 2. PROVIDE SOLID BEARING BOTH ENDS OF ALL �
<br /> � � U 4 `-�
<br /> C� � Z �� �i4 VERT. HOOKBAR�36'O.C. �
<br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE o �' .P�_s„ �� o o . CENTERED WITHIN WALL �
<br /> FOUNDATION I C2) 2X 5�U�5 � O � °°
<br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO �t � �PLATEs 4�� GONG. SLAH ON � � � � . . dGa�e: 02-28-I4
<br /> GOMPAGT �ARTt-I
<br /> I N S T A L L A T I O N O F A N Y F L O O R S H E A T H I N G O R � � S L O P E ��4���T. � � �i MI�T�Y � .Q perm►t:
<br /> � DECKING �— � � _J � � �02" �'_q-!" no�T►wr4Fr. FOOTING FOOTING revisions:
<br /> z a�u�� DEPTH WIDTH
<br /> HEIOMTATANYl1A� 8 �� � � 10'-12' 2'-0'
<br /> � 16'-�" R.O. �
<br /> �� �� '—' drawn by: MWJ
<br /> � „ , �� � GI'IeG�Ged by:
<br /> � `� -6 �8 -6 MIN. 3 �i4 FOR� �
<br /> � 20' &24��OOTI NG ����-r
<br /> FOUNDATION EXTENSION
<br /> � �
<br /> X TO SUITABLE BEARING
<br /> � � 1/2" = 1'-0" o�
<br /> ��R�
<br /> � �
<br /> �'4 lL ORADE TdCi RYWOOD. Ca1JE
<br /> • AND NAIL W/8d B'O.C.AT EDOE8 A
<br /> SOUD BL.00KINO. 70'FlF1D IN FlF1D
<br /> �oisr��w SHEAR NOTE:
<br /> ��"��R�� HOLDOWN SGH�DUL�
<br /> (8EE FOUNDATION pl/1N)
<br /> I. �X MATERIAL GAN BE USED FOR NOTES: FOUND�.TION \/ENT G�.LGUL�TION
<br /> 8�*� - ��RR^" ALL MUDSILLs — r-r��� HOLDOWN/ �asT�r��rzs To
<br /> DG{OR2X8TIE8 ALL 1NOOD IN GOIVTAGT Y�11TI-f GONGRETE STRf�P C2� STUDS MIN. U.N.O.
<br /> �Qd8Tp8Md,ppgr � � � pT,�g•p�g�W��gp�T 2. SET A DOUBLE 2X STUD BEHIND Si--FALL BE PRESSURE TREATED OR GEDAR. -T�JI SQUARE FEET = 2.50
<br /> �aoe � � PADONCONC.FOOTINC3 EVERY STHD14 HOLDOWN GAL.LED OUT
<br /> eMi���acv�u� °° pprPosra) ` ON THE FOUNDATION PLAN. SET HOLDOWN PROVIDE GRP.WL DRAIN � LOW POIIVT �00 •5-1 T-I STHD14/14 RJ (�8)/(�O)-16d
<br /> 4 � I/2" MINIMUM AWAY FROM WALL GORNERS, IN GRAWLSPAGE.
<br /> • a �•�•CpNC;�pp�y►� 1^11NDOJN f�ND DOOR f-IEf�cDERS. IT IS IMPORT�NT 50LID BLOGKIN6 UNDER ALL BEARING 1^lALLS. C5� VENTS REQUIRED T-2 MST48 (�4)-16d
<br /> �� TH�.T THE FOUND�.TION GONTR�.GTOR H�.S THE
<br /> PR��,ip�i���� MAIN FLOOR PLAN SHEET TO PROPERLY I%4 PER POOT�AWAY�ROM DOORWAYS.105 +��+� SHEAR NOTE: T-� MSTA�6
<br /> (26)-I Od
<br /> FOOTING DETAIL LAYOUT HOLDOWNS.
<br /> , �.,��..�..a. �. A MST48 STRAP WITH (2) I/2" BOLTS Il�iTO "�'�.......� ����:�. , BEA�.iu� wA�� �Bo�E SEE SHEET LI FOR SHEAR WALL T-4 MSTG48B� (�8)-IOd
<br /> � THE FOUNDATION IS A PROPER FIX FOR LOGATIONS, SHEAR WALL �OU���T I O� ����
<br /> A M I SPLAGED STHD I 4 HOLDO WN. Nf'.I L I NG SGHEDULE, � DETf'.I LS.
<br /> • � = GENTER LINE SEE SHEET L-I FOR SHEAR WALL SGHEDULE
<br /> SEE GENERAL NOTES SGALE: I/4" = I'_p"
<br />
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