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Written dimensions on this drawing shall have precedan�e over
<br /> 5caled dlmenslons. Gontactor ahall verlfy all dlmenslons,
<br /> conditlons, atc., pertaining :o tha work bafore procaading. �1C�o
<br /> The Owner m�st be notlfied of any varlatlons from the '"'�
<br /> dimensions and/or �ondltions shown on these drawinge. Any
<br /> SUGI"1 varlatton shall be resoNad by the Ownar prior to yr���3 ��lN
<br /> proceeding with the work, or the Gontractor shall QGGer7t ` 4� i�i;~;r
<br /> f�ll responsibfllty for the �ost to rectlfy same. �� R , � •�
<br /> ,�..e.. ll
<br /> �
<br /> ' : . �. �� ��t�����i
<br /> . � . St . �.li i'-3�ki1�3�.5?�g5`� S .
<br /> CiARACaE DOOR � .s.<c-..�"`aa_+u,.�e$.n ,j'?
<br /> t�
<br /> FOUNDATION NOTES: �8�-0�� O�/�RP�LL 4'��� �
<br /> � Q��
<br /> ��_O i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �L-J-.�_.O n � a.. -e'e'��n�aa
<br /> 1. CONCRETE TO BE 5 SACK Fc=2500 PSI � 28 DAYS °.
<br /> ,, ,•c�.
<br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR I I � °o �
<br /> I I ��oonNo�
<br /> BETTER � � 4• �����
<br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED � I ��
<br /> � � � GOV�RED PORGI--f OPTION DETAIL AT GARAGE DOOR �
<br /> SOIL � I� SE� SHE�T A8 s��re..r-0. �..�
<br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: � I
<br /> 4.1. 3" CLEAR � BOTTOM OF FOOTINGS STP.�T GOMPAGT E�4RTH �
<br /> 4" GONG. SLAB Ohl
<br /> 4.2. 1 �/2" CLEAR � OUTSIDE OF WALLS ��Y U SLOPE ��4���T. � � g
<br /> 4.3. 3/4" CLEAR � OUTSIDE OF WALLS ��R� I ��T,��.� �i �
<br /> �� �t��_�
<br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE ��4�� -r�� �2�X�D � f'�-�° �2� 2x 5no
<br /> � O�B S PL/a"f�5 I f�J �X STUDS S PLATES afA P.T.PLATE
<br /> PRESSURE TREATED �4, x g� � � � � g ��'"�S � �i i 4•cx�c.a� � � �
<br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS �� � �� �� �� U �
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> - - - -
<br /> , �
<br /> 7. INSTALL FLOOR DIAPHRAGM & REMOVE ALL FORMS & ~
<br /> _ - - - - - - - - -` - - - - � � � . .._ 0
<br /> WOOD PRIOR TO COVERING � �
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °°
<br /> � � N ,
<br /> _ � � � � �
<br /> r - - - - - - I 1=r g �w.c�wwux�
<br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL �- � � � � _ � �� �'-6" � � a� � �
<br /> BE S" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" A�A G' � � ��,�Q„ � III � I la:' �0°f� + � � e���°� � U M � �
<br /> MIN. BELOW GRADE U.N.O. OGI� v' � = - - - - - - - � I I I �z� �xi � '�' °� �' o �
<br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A �j � i,�' I � G��yy�S��G� � - - � N# H�#z_ � I I _ � � � �, �
<br /> 4" T I G H T L I N E T H A T S H A L L R U N T H E P E R I M E T E R O F = v�i � � � I I �� - � - G A R A G E W A L L D E T A I L �
<br /> 6 MIL. BLAGK �lAPOR � m� I � I _� SCALEBfE''P-0' � �
<br /> THE FOUNDATION AND EMPTY IN AN APPROVED -! ��'�� � � � �������� To TOP O� FTG.� I I �o��x�o�� GONG. - _ �
<br /> MANNER - 1a J� � I W/ Iz" LAP � ?.LL SEAMS � _ _ �3�oO��GHWWAY I I
<br /> �,�- I I I Z'-O" � �
<br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER �� � � II
<br /> FROM COLLECTING IN CRAWL SPACES AND FROM � I �2� � ~
<br /> I � I��� 4�_6�� 4�_6�� 9.�_�i�� 4'-3" 4'-6" 4'-O" 4'-6' ���HF#2
<br /> LEAKING ONTO BASEMENT FLOORS - I S - I . .. #4 VERT. HOOKBAR
<br /> ''`�� � � ti`��A I I GRADE S MIN ... ; �48' O.C., CENTERED IN WALL �
<br /> . N .a� I � f-1 I- -1 � -1 D�� � -1 � -1 � � % I I - -
<br /> ANCHOR BOLT INFORMATION. - �
<br /> =i i i=i i i=i i �. �
<br /> m '-I i I-I I I-1 . :'� � .
<br /> cv ( I � � _ � � _ � � _ � � _ � _ J J L- - I I '�.�I I 1=1 I a �� #4 HORZ. CONT., 12" MAX. � �-
<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC 8�� GONG. POUNDATIO V�IP�LL � � I �.;il I�I . . BELOW TOP OF WALL � �
<br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: �. � 2-STOf2Y � � z4X24X8 GONG. I���L�� Q�{,�,{N�'� I Q� X _ _ _ � I '�-1 .. ' � FOR H>S' (2)#4'S IN TOP 12' 4� �
<br /> I PAD W/ C2) #4 E.W. SPAG� I I I `/ G1�! �I l�•��-#- - - - - I � � � �
<br /> e 16'x8" GONT. GONG. P OTING TYPIGAL AGGESS '�'-� '� � � • �
<br /> 1.1. Y2 DIA. A.B. PER DETAIL THIS PAGE 8 � � �n Q �NS � �s ,� I I I��-�'41�1Jg�l��' I II�z � 6�-8�� � � I A-8 ��� � O � 0 m
<br /> 1.2. EMBED MIN 7 NOT MORE THAN 6 APART FOR �. � �-STORY I � � � o� _ � � 0 rv 0
<br /> , I ���-8�� - WQ Q ,� � � I I �n _ ' � �a�
<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 - _ �
<br /> 1.3. (2)A.B.'S PER PIECE MIN. m � � � �� - � +� � I I - � � � w o�m
<br /> „ - I � . f ��� � � �- I � � �o o � ' DE 'ti �# �
<br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12 OR LESS - � �n 24��x�6�� GONG.I � CRAWL GRA
<br /> � # �- �- FOOTI N6 w� I 4x�o � I � m � ��� ° _ _ � W�� �-
<br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE � � � � � �� � _ � �«� #4 Ef�.GH 1^1A1� - � j��#Z �- - J _ � I � .� � 'i I 1=1 I 1=1 I I-1 I 1= � >> ��
<br /> F O R T W O S T O RY CONSTRUCTION, U.N.O. � .;p� I � � �� =�N � ° I I � I I-i I1=1I 1=' �N
<br /> w �n
<br /> 1.5. USE 3"X3�X3/g� SQUARE PLATE WASHERS AT � -I X - �- - � ::� Q _ _ m _ � I � =� � I I1=1I I-I I1=1I' � �y �-
<br /> �, I � � � ., -, � � f� � '_ n -I � tu .� : I I I_I I I-1 I 1- w � ��.
<br /> EACH BOLT � � I N � 0 I� � f � } ^ H W � 0 w
<br /> I � � I H I I-I I I;
<br /> � __
<br /> } I � I . . . .: . ::. .: ��: I I I-1 I i_ . , �
<br /> � . �a�y„
<br /> 0 � - - - � � - - - - - - - - - - - - - - - -1- `� 4xlo I 1 I � II�III_ 0-4 16 4� cv
<br /> J DF*k2 � �1.G. �_ �-G-� � � � � _ � ��,�(� 4�$� 2�� � -
<br /> � � � - - - - - - - - - - - - - - - - - � � - �`e�=- - 1 � I _ � 8'-10' 24'
<br /> _� � I � G�l }��-4,�� �� � I�-4" 4'-4° I 4'-8" 4�-8" 2 �� I � � 8. ' .
<br /> �I-I1NT d
<br /> � � � 1 ABV. � � � I � ' • �
<br /> � I i I \��� ' ► � i i � i � a � (2)#4 HORZ. CONT.
<br /> FOUNDATION VENTILATION: � � � � � �' � ' ' 4
<br /> I � I � � I � � � FOOTING WIDTH (VV) �
<br /> • PER WASHINGTON STATE AMENDMENTS R408.2 j � j � � I � I � � PRESCRI PTIVE FN D. WALL �
<br /> i ' i i ' i ' _ z
<br /> I � I � � m 1/2" = 1'-0" � � �
<br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID I I � I X �
<br /> BEARING � I � � I � I I � �
<br /> _ I I I � � tQ Q �`�.
<br /> • • FOUNDATION VENTS SHALL.BE PLACED WITHIN 3' OF �� � � 4�� GONG. SLP.B OIV � I � � I I PDTN. �lENTS -r,- . � � �
<br /> ( I I 4" C�Rf�NULAR BED O �
<br /> 90 DEGREE BUILDING CORNER - - � Ohl TAMP�D ��,�,D� � I � I I � I ig"x6" s�� N�D � � �
<br /> O Q i I i SLOP� 3" TO O.H. DR. i I i I I I I -/ REQUIRED O � O
<br /> CRAWL SPACE: �, � ' � � ' � - - - - -�! - - - - - - - - - - - - - -�� I STUDWALL � � 0 � �
<br /> � ' � , ' �- - - - z � 0 � �
<br /> 1. 18" MIN. CRAWL SPACE / R319.1 � � � I � I � � � �
<br /> 2. R-30 INSULATION IN JOIST SPACE � � j I � I � � � �
<br /> 3. 6 MIL BLACK POLY VAPOR BARRIER I I � � I GOMPAGT EARTON � FINISHED GRADE ,: FLOOR JOIST � +-� � �
<br /> 4. 1" MIN AIR SPACE AT BEAM ENDS I � I I � I - SLOPE ��4���T. _ � _ PER PLAN � � j� , �
<br /> � -1 � � #4 HORIZ. CONT. 12 MAX n (�
<br /> I I I � � I � � � I I � � � BELOW TOP OF 1fVALL � �
<br /> !1_ �
<br /> GENERAL NOTES: ' � ' '��' ' � - 6 �a� �: � � �� z
<br /> ' i ' � i � _ � � 0
<br /> � � � � o , -
<br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND I � I GONT. POOTIN� � � � � i (�
<br /> - - - - - - - - - � O.H�DOOR - - - - - - - - - -� I I � � '.
<br /> SHEARWALLS MUST BE INSPECTED BEFORE j �- �nG� o� SL�� J I o . �
<br /> . .
<br /> COVERING - - - - - - - - - - - - - - - - - - - - - - �
<br /> 4 date: oq-z�-I�
<br /> 2. PROVIDE SOLID BEARING (� BOTH ENDS OF ALL � �� � �� Z � "� #4 VERT. HOOKBAR�38"O.C. permit:
<br /> B E A R I N G B E A M S A N D G I R D ER S TRUSSES TO THE ;'t��=3" ;Q�_3„ O ;.Q. CENTERED WITHIN WALL reVlsions:
<br /> FOUNDATION ' 2" S,� S
<br /> PLATES ) 2X STU 5 LL
<br /> PLATES .
<br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO � �
<br /> drawn by MWJ
<br /> INSTALLATION OF ANY FLOOR SHEATHING OR s'"*�"�'�D�Y� � .° FOOTING FOOTING GI'IeGIGed ►�y:
<br /> DECKING Z�_`Fz�� 16'-�" R.O. ��_4Z�� 5,-F�„ II'-F>" aF�,c�"weo: ... � �. . DEPTH WIDTH
<br /> HEJOHT AT ANY TI1E 8 : � 10'-12' 2'-0' �+--t��T
<br /> z I'-O" I-1'-O"
<br /> ,_ „ MIN. 3 #4 FOR ��
<br /> �8 O O�/�1�,4LL 20" 8�24��OOTING � �
<br /> FOU N DATION EXTENSION ��
<br /> X TO S U
<br /> ITABLE BEARI NG � �
<br /> 8" 1/2" = 1'-0"
<br /> BLOCIaNCi(1YPICAL.)
<br /> %UL ORADE Td0 PLYW�OOD.(ill�
<br /> AND NNL W/Bd Q'O.C.AT EDQEB 8
<br /> 80LJD BLOCIQNO. 10'FlF1D IN Fl9.D
<br /> n aw►��"sue�oN SHE�R NOTE: HOLDOV�IN SGH�DUL�
<br /> (BEEFWNOA710NPLA1� I. �X M,4TERI�L G�'.l�i BE USED �OR NOTES: FOUND/-�TION \/�NT G�LGUL?.TION
<br /> e�oeTcoNr�cnoH ��R"" �LL MUDSILLS M�rzK HOLDowN/ �P.sT�1�l�Rs -ro
<br /> D({pR�'�Eg ALL 1^IOOD IN GONTAGT WITH GONGRETE STR,4P (2) STUDS MIN. U.N.O.
<br /> �}1ed'STOBM6P08'T � Z,+ pT4zB'ppgTyy/�gppg,T 2. SET � DOUBLE 2X STUD BEf--+IND SI-+P.LL B� PRESSURE TREATED OR GEDf�R. IOSO SQU�RE �E�T = �•��
<br /> EA eIDE � � PAD ON CON(:.FOOTiN(i EVERY STHD I 4 HOLDO WN GP�LL�D OUT
<br /> aMi�e�ac�s� t� �vr�o���rs�'�� ON THE FOUNDP�TION PLAN. S�T HOLDOWN PRO�/IDE GR.41NL DRAIN � LOW POINT �00 •S� T-I STf-+D14/14 RJ (�8)/(�O)-16d
<br /> ` � I/2" MINIMUM �W�4Y �ROM W�LL GORI�IERs, It�l GRAY`ILSPAGE.
<br /> , � 1NINDOW �ND DOOR H��DER�-�-. IT IS IMPORT/�NT SOLID BLOGKIh1G UND�R ALL BEAR.Ih1G WALLS. � VENTS REQUIRED T-Z MST48 (�4)-IF�d
<br /> ��, 24'�t•coHc.FoommNG
<br /> TI-I�T THE FOUNDf�TION GONTRf�GTOR HAS THE
<br /> ��M�iA���� MP�IN FLOOR PLf�N SHE�T TO PROP�RLY SLOPE faLL GOt�IG. STOOPS AND/OiZ P,4TIOS ��� SHE.4R NOTE:
<br /> I/4" P�R FOOT AWAY �ROM DOORW?.YS. T-� MST,4�6 �2Fj�-�Qa
<br /> FOOTING DETAIL L�YOUT HOLDOWNS.
<br /> �E�.��.-0. �. ,� MST4g STR�P WITH (Z) I/Z" BOLTS INTO _. �,�'�� B�ARING WALL P.BO�/� -�'�-E� SHEET LI FOR SH�/-�R Wf�LL T-4 MSTG48B� (�8)-IOd
<br /> TH� FOUND�TI ON I S .� PROPER F I X �OR LOGf�TI ONS, SH�P.R W�LL �O U���T I O� �i���
<br /> A M I SPL�.GED STf--+D 14 I-IOLDOWN. N�I L I NG SG+-f�DULE, � DETf�I LS.
<br /> S�E SH�ET L-1 FOR SI-IE�R W?�LL SGHEDUL�
<br /> S�� G�NER?.L 1�tOT�S SG?.LE: I/4" = I'-O"
<br />
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