Written dfinenslon5 on this drawing shall hava praceden�e over
<br /> s�aled dlmensions. Gontactor shall verlfy all dlman5lons,
<br /> conditlons, etc., pertalning to the worl< before proceeding.
<br /> Tha Owner must ba notlfied of any vartatlons from the ,s_�
<br /> dimenslons and/or condltlons 5hown on the5e drawings. Any �
<br /> SUGII variatlon shal I be resolved by the Owner prlor to � � ,,,��, ��„ ,� ��� '���� „ �f�
<br /> pro�aeding with the work, or the Gontractor shall accept ,; �', � >�'���t ��•�k`°� �d��'
<br /> f�ll responslbllity for the �ost to ractlfy same. ~ ,
<br /> �---a- :�_..�.`
<br /> z ����'��'�:'-�a����r
<br /> � ^
<br /> �O� ��
<br /> -O ��� '�� A,� r - ,
<br /> ,„r�n���91 f .���,
<br /> � 4" GONG. SL.4B ON ��-�" �` �3 �
<br /> � �1t��;��
<br /> GOMPAGT EARTH �'�a°" � q
<br /> SLOPE I/4"/PT. OARAL3EDOOf� �' -�18,�'+� i�'+,'r 1s� f`�:�?I'7 i�
<br /> �Rro t s.r i
<br /> ■ ` �.
<br /> � �9 i +,AY '�`it`3Y�li'���T�i� �
<br /> �i��7:aC�:w,: ��
<br /> FOUNDATION NOTES. P�=��� P�-��� 4��� �su4 ry
<br /> i� PDTN. VENTS, np. � '°`� Yy
<br /> .,Q��� (2) �X STUDS 2) 2X 5TVD5 �m u�"""����
<br /> • (2j 2x sTU�s 18"x6" SGR��N�D 3 PLATEs 6 PLATES
<br /> d PLATES� C"/) ��QUIRED � � � � . , .
<br /> � - � ... : .�'•--�=.
<br /> 1. CONCRETETOBE5SACKFc=2500PS1 �28DAYS ` _ _ _ ' _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ % _ _ _ _ _ _ _ _ _ _% _ _ % m "� ,��Yie
<br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR _ _ _ _ � � � '° � ��,,,���
<br /> � � 4 � • 4 BAME AH DETN.B6pMl
<br /> BETTER � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � �
<br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED � � � # � I I '� (�
<br /> SOIL � I � I I � DETAIL AT GARAGE DOOR
<br />� 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: - � � I I I I� - I I � _ �
<br /> 4.1. 3" CLEAR cQ BOTTOM OF FOOTINGS �o � I I X � ��.'� r 1
<br /> I � � �
<br /> 4.2. 1 �2" CLEAR OUTSIDE 4F WALLS -' i�-6�� I � � II N �- j � � � D4t'8AT14'O.C. � v �
<br /> 3 � � I I � 2'-0" � 2'-0„
<br /> 4.3. /4" CLEAR (c� OUTSIDE OF WALLS � I � �
<br /> � 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE 4�-0�� `� 4�-0�� 4'-6�� 4'-6�� 4'-6�� 4'-6�� � I I
<br /> ) X I O HF*�2 I 2tA P.T.R1►7E
<br /> PRESSURE TREATED � -� I- = I � � 4,�� �..� h o
<br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS _ � I - �_r- � -� � � �- � D�o � � � I � U '" �
<br /> 7. INSTALL FLOOR DIAPHRAGM 8� REMOVE ALL FORMS $ � � O H � �
<br /> WOODPRIORTOCOVERING � I -_J-�� � _ � L _ J L _ J � _ J L _ i i b �.�,,,R � � ti � �
<br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL � � I � � � � . � C!� N �
<br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" - I - � � �� ���� '� :
<br /> MIN. BELOW GRADE U.N.O. ��zx�o +��#z � 24X24X8 GOh1G. G�,J���,.,S��G� i I I � °' � s�"S°ET"��°'"
<br /> I � TYPIGP./L 2) #4 �.W.
<br /> 1Q' °� V1 M �
<br /> X 6 MIL. BLf�GiG VAPOR � O
<br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A = � � I cv - �SARf21�R TO TOF' OF FTG.� � I i �o - � � � �
<br /> �O I � �� c0 !N/ 12" LP.P � P�LL SEf�MS 2-� Q �
<br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � I 2�-0�� N � � -I � � _� GARAGE WALL DETAIL �
<br /> THE FOUNDATION AND EMPTY IN AN APPROVED � � � ��`" �-j
<br /> � I 4-O 4-O 4-6 4-6 4-6 4-6 ( O BCALE 31B'�1'�P � � H
<br /> " MANNER � I I R I � � m � �
<br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER I � � � � � � � .�
<br /> FROM COLLECTING IN CRAWL SPACES AND FROM I I � '"
<br /> LEAKING ONTO BASEMENT FLOORS � � � � � � �D� o �- -� �- � I I �- I �
<br /> : .
<br /> ■ J,x;_ ; ;. ,. _„� r� : ;;; � ::... ....:: . .� ..: � #4 VERT. HOOKBAR
<br /> I � � _ J L - � u I- - � L - J L - I GRADE 8' M I N .. : (�48' O.C., CENTERED IN WALL
<br /> ANCHOR BOLT INFORMATION. - - - � � - - - � c�
<br /> � � I 4�- �� ° �- � Q � � �I I1=I I1=I I I
<br />� � � � �W I � '�I I I�t)�1 . ��� #4 H O R Z. C O N T., 1 2' M A X. �+
<br /> � �ox�oxiz �ot��. � U1 Z i ��• �� .° BELOW TOP OF WALL r� �
<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC I � f� n�p,D 1,.0 «� #4 �.w. � � 0 � ,�
<br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: _ i i � I I � R ��� _� �_� # �� � � � o '�{ .. �� FOR H>8' (2)#4'S IN TOP 12" 0� �
<br /> 1.1. �/z" DIA. A.B. PER DETAIL THIS PAGE 0 � II -H+ ,� + i� _, � �� I � _� , � 4 � � J �t
<br /> ' 1.2. E M B E D M I N 7", N O T M O R E T H A N 6'A P A R T F O R _' _ I � � N �ST �i o � � � �� � � 0 � ..� `r p ,� 0 0
<br /> ( ""�I 0 cp cp
<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 � � I I � u�- � �I I I � �� j � � � F-- 0 c r c v
<br /> 1.3. (2)A.B.'S P E R P I E C E M I N. � �8��x�4�� I I � � = I I N -� I � _ � 'v w# 4 rn
<br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12" OR LESS G�wL' I � 0 - � 0 I o � � CRAWL GRADE � n/ �n
<br /> SP,�GE I I - O I I I _ � •' a. lL W�
<br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE AGGESS � � � � I I �I x o � � � � I _ � w �- ��
<br /> FOR TWO STORY CONSTRUCTION U.N.O. '"S � '"S � -� _ � __ _ _ _ _ __ _ _ ____ ________ � � � .. � ' I�I I�1 I I-1 I ar } � ��
<br /> , � � N � -.� I I=I I I=I I� � W�
<br /> I I �- m � I , ' I I�I I 1=1 I I�I' � N
<br />, 1.5. USE 3"X3�X3/g� SQUARE PLATE WASHERS AT � �� `- � � �- - - - - - - - - - .Pi_��� - - - - - - - - � � � �� � ; I I-1 I I-1 I 1= � � ��
<br /> EACH BOLT �. /� - � �I I 1=1 I 1= H W w
<br /> ( I I I � C2S�PLA ESn� I I I A-8 � i `� O tJ-!
<br /> -8 I I � - -q�x� - � I m ° I I I �I I����' 0'-4' 16' �
<br /> �
<br /> � � � � r�F# I SOLLAR� � � I II- 4�..g� 20• � N
<br /> I I I I BARR ER I I I p , ��'�O� 24�
<br /> . I � ,� M� !�.: I J L I I I I p� . . a
<br /> I � �'-g" I �'-4" I I � I � . (2)#4 HORZ. CONT. �
<br /> FOUNDATION VENTILATION: � � , 2�-0�� � � 4�� GONG. SLAB o� � � � 4
<br /> I � I I 2-� I I � - ONCTAMPED GRAD� I I I 8° GOT�tG. FOUNDA ION ALL FOOTING WIDTH
<br /> � I �/ � I I I I �0 SLOPE �" TO O.f-+. DR. I TY�'. � 2-STOi?Y � � �
<br /> • PER WASHINGTON STATE AMENDMENTS R408.2 -' � I �
<br /> , , � , � � ► � �6��x8�� GONT. GON . �O TING PRESCRIPTIVE FND. WALL ln
<br /> � � I �W.G. � I I I I I I TYP. � Z-STORY (n v
<br />� • DO NOT PLACE FOUNDATION VENTS UNDER SOLID I � � '°`BV� � I I � I � � �
<br /> 1/2" = 1'-0" v�
<br /> BEARING I � I I I � I � -
<br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF � � � F# � � � � � � � �,n
<br /> 90 DEGREE BUILDING CORNER � � � � � \ �
<br /> r I � J L J L � � � I I I O � �
<br /> CRAWL SPACE: � � ��-8., �,-4„ , , , � � � � m �uN
<br /> I I I I I STUD WAI.L
<br /> = I I 2'-O" � � � ( _ I � I � ' � i�-
<br /> 2'-�'
<br /> 1. 18" MIN. CRAWL SPACE / R319.1 � � I I I " I � I �
<br /> IN LATI N IN OI T SPA E �o � I I I I � I � I � �-
<br /> 2. R-�o su o � s c i � i i � i i � i }. �}
<br /> 3. 6 MIL BLACK POLY VAPOR BARRIER I FINISHED GRADE FLOOR JOIST �
<br />� 4. 1" MIN AIR SPACE AT BEAM ENDS � I � I I I �o H�. oo�� � � � �� PER PLAN � �
<br /> � � � - - - - - - - - - - - J I � - - - - - - - - - - - - - - - - - - - - - I � O Z O �
<br /> I L � �DGE O� SL�B � I #4 HORIZ. CONT. 1Z MAX
<br /> �.� ` BELOW TOP OF IIVALL � Q ,
<br /> GENERAL NOTES: � - - � - - - - - -� - - - � - - - - - - - - - - - - - - - - � - - -, ; = 4� ::' � � .� �/ �
<br /> � � � ,� �_� � o a Q �
<br /> � PI-�° �
<br /> 1. ALL HOLD DOWNS FRAMING ANCHORS AND r2�PX� S r2� X-� S _i � �, Z
<br /> ' (�)'2X STUDS � PLATE 8 PLATE M � 'I ' O
<br /> 6 PLATES f� ��) � f N
<br /> SHEARWALLS MUST BE INSPECTED BEFORE � 4�� GOt�tG. SLAB ON � O w � r�
<br /> COVERING _' sLo���4���T� -' o . � � u-I
<br /> � J � 0
<br /> 2. PROVIDE SOLID BEARING � BOTH ENDS OF ALL � N z '�'� #4 VERT. HOOKBAR(c�36' O.C. � ('(�
<br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � o ;.Q. CENTERED WITHIN WALL �.
<br /> FOUNDATION � -� � � � �
<br /> date: 02-28-14
<br />' 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO �
<br /> " perm�t:
<br /> INSTALLATION OF ANY FLOOR SHEATHING OR � J I- -I eA�D�-Y• � �° FOOTING FOOTING revisions:
<br /> NO IiIORE 7HAN 4 FI'.
<br /> DECKING , „ , � , 4 a��raceweoL . . DEPTH WIDTH
<br /> � -�z i6�-��� n.o. � -�z ������`���������a� �l���`T���� F�IOHTATAN1fTYAE. 8 ° . �: ;� 10'-12' 2'-0'
<br /> ����� ������� �����1���8 . . . � drawn by: MWJ
<br /> ��� ���; ���>�� GI'1eGIGed by:
<br /> r i i�-o'� i�t'-o" MiN. 3 #4 FOR F°°""°
<br /> � �� �������T�� ��' �����1���) 20'�24'��OOTING '�'�' �f--t��T
<br /> �o -o
<br /> FOUNDATION EXTENSION
<br /> � �
<br /> X TO SU ITABLE BEARI NG
<br />� �` �/2� _ ��-0� O�
<br /> e�.oaallo fnr� � �
<br /> 3'4 UL ORADE T8G RYWOOD. GWE
<br /> AND NAIL W/8d E'O.Q AT EDOEB#
<br /> 80LJD BL.00IQNO. 10'Fl8D IN Fl9D
<br /> roisr�Puw SHEP.R NOT�:
<br /> ��+��R�� I--fOL.DOWN SGH�DUL�
<br /> ' �$��N��� I. �X Mf�.T�RIAL GP.N BE US�D �OR NOT�S: FOUND�.TION �/�NT G?.LGUL�TION
<br /> aMIPoeT�N�C�N e��� ?.LL MUDSILLS M,4RK HOLDOWN/ �ASTEN�R.S TO
<br /> �(40R�(8T1E8 ?.LL WOOD IN GONTP.GT 1^11Thi GONGR�TE STR�AP (2) STUDS MIN. U.N.O.
<br /> z��easToeMaaosr i i Rr�Posrwi�ao�T Z. S�T f� DOUBL� ZX STUD B�+-fIND SI-+.4LL BE f'RESSURE TREL�TED OR G�Df�R. I IZO SQU�RE F��T = �•7� '
<br /> �� � � P���•�� E�/ERY STHD14 HOLDOWN Gt�LLE� OUT
<br /> EMILBLJIqCV18QUEEN 10 ' (�VA���'� PRO�lIDE GRP.WL DRL�IN � LOW F'OINT �00 •C✓� T-� STHD14/14 R_J (�8)/(�O)-16d
<br /> wloPrPo�r�a) ON TI-i� FOUND?�TION PL�N. SET HOLDOWN
<br /> � �� I/2" MINIMUM f�Wf�Y FROM W�4LL GORNERS, IN GRAWLSPAGE. .
<br /> • � 24•x24•r,pNC,Fppq�l�p WINDOW �ND DOOR HE�D�RS. IT IS IMPORT�4NT SOLID BLOGKING UNDER ALL BEf�RING 1^lALLS. C�� �/ENTS REQUIR�D T-2 MST48 (�4)-16d
<br /> �� THP.T TI-I� FOUND�TION GONTRAGTOR f-iAS TI-IE
<br /> �aM�i���� M,41N FLOOR PL�N SH��T TO PROP�RLY s�o�e ALL GONG. STOOPS f�h1D/OR PATIOS ��� SH�.4R NOT�:
<br /> I/4" i�ER FOOT ,41N?.Y PROM �OORYV�YS. T-� MST��6 (�Fj�-IOGI
<br />� FOOTING DETAIL L�YOUT +-iOLDOWNs.
<br /> �E�.��,-0. �. P. MST48 STR,4P I�IITH (z) I/�" 80LTS INTO �� �:,_ _„�R ., ;-: BE.4RING 1^1P.LL ABOVE S�E SH�ET LI �OR SHE�4R WALL T-4 MSTG48B�
<br /> THE FOUND�TI ON I S .4 PROPER F I X FOR LOG�TI ONS, S+-iE�4R W�.LL C�g�-I Od ��U I �l��T I O I � ��� I �L
<br /> � MISPL,4G�D STHD14 i-IOLDOWN. � _ ��t�T�rz LiN� NP�ILINC� SGHEDUL�, � DET?.ILS.
<br /> SEE SH��T L-i �OR SHE�.R W/�.LL SGf-I�DULE
<br /> SE� GENERP.L NOTES SG?.L�: I/4" = I'-O"
<br />
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