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<br /> Wrltten dlmenslons on thl5 drav�cing shall have precedence o�er
<br /> scaled dimenslons. Gontactor shall �erlfy all dlmenslons,
<br /> conditlons, etc., pertalning to the work before proceeding.
<br /> The Owner must be notifled of any varlatlons from the
<br /> dlmenslons and/or �ondltlon5 shown on the5e drawings. Any
<br /> SUGI'1 �arlation shall be resolved by the Owner prlor to �
<br /> proceeding wlth the work, or the Gontractor shall QGGP.�.'Jt
<br /> fi u •��a� �
<br /> ,�': �r. , �".� •
<br /> fu responsi I I y for P. G05 o rec Ify same. _ � 4� �;�,.,�,,.
<br /> g y)�r
<br /> .P `�`� ' . � ',,r` �
<br /> Q� �; a � �
<br /> o t �,�'�A ��`
<br /> � �
<br /> �/��p��j���p :�J� Y'�
<br /> VfV�iG WVfI , v��:�- ._����� �� �2��� �" .
<br /> � '��19,��.3���lA:J:if�'�,7��ia
<br /> FOUNDATION NOTES. , „ 4.�� �,�„ ��Z` .��.���. .
<br /> - - �o -o �� �
<br /> 30X30X12 GONG. �'�• = '"'' �
<br /> �6�-6�� ���-6�� PAD W/ �3J #4 E.W. � - a,.
<br /> 1. CONCRETE TO BE 5 SACK Fc=2500 PSI �28 DAYS -- -�I�- � � ' 4•�.�
<br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR ' '° �
<br /> �oonNo ac�nu�e
<br /> BETTER t��-s° P�-s° ,• r �r awE�s oEn,�.ee,an► i
<br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED �2' 2" ST"DS (�)PLX�S SDS � �
<br /> # PLATES ��
<br /> , SOIL � � � `�,ry+ � _ f0 DETAIL AT GARAGE DOOR �
<br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: � � � �"`E$`�'-r�' �
<br /> - - - - - .,��
<br /> 4.1. 3 CLEAR� BOTTOM OF FOOTINGS � r -__ -�-�_ _ _ _ _ _ _ _ _- - - I I I .
<br /> 4.2. 1 �/2" CLEAR� OUTSIDE OF WALLS I I i j � i �- - -� _ - �AT,�p.� C/� V B
<br /> 4.3. 3�4� CLEAR� OUTSIDE OF WALLS = I _ � 4�� GONG. SLAB o� � �T� . �
<br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE �� � I � N I GOMPAGT �ARTH
<br /> - I 2'-O" � Z�_p�� I I SLOPE I/4'/FT. QI�.C3�� � aG4P.T.PLA7E �
<br /> PRESSURE TREATED � � � �2� 2X STUD � � �
<br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS i�-6� � I 4�-z° 4�-0�� �, 4� 4� I ,� � P��-�;� +•�.� �-�I � $
<br /> _._
<br /> 7. INSTALL FLOOR DIAPHRAGM & REMOVE ALL FORMS & � � ��l f�-1 � �"� f�� � � _ _ _ ' ' ' �� �� ��� � `" '
<br /> - - - - - - -�.- - - � � H �
<br /> WOOD PRIOR TO COVERING �
<br /> �. - - _ � , � __ _ L ��-- �
<br /> � «�
<br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL ! � 7 ,� 2x� HF#� _ _J � _ � - -- _ _ _ _ _ _ _ _ � � _ � ���� � �I ti �d •
<br /> - - - - - - - - - W
<br /> . „ „ _ ,� - - I � � 4•ou.� � °o � � � ,
<br /> BE 8 BELOW GRADE. EXTERIOR FOOTINGS TO BE 18 �p � � � � � I �� �, �, �, ���� r l ,
<br /> MIN. BELOW GRADE U.N.O. - � � � _ !I I I � v M
<br /> �t r �- I ,� ai �, M �
<br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A � � I II# I � �/ �
<br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � _ = i � �oX�qX�z GONG. I I � ^ � °` �
<br /> � PAD 1^l/ (3) #4 �. . I _ GARAGE WALL DETAIL
<br /> �a 2X10 HF*k2 - C/� � � '
<br /> THE FOUNDATION"AND EMPTY IN AN APPROVED � � � 0 � 24X24X8 GONG. �OX30X12 GONG. I I I �p ��.,:�
<br /> � � � PAD W/ (2) #4 E.W. PAD W/ C3� #4 E.W. I I _� �
<br /> MANNER I X TYPIGAL I I I � �
<br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER 0 I I � 2, o„ cv 2,_0, r�,,,�
<br /> ' I �
<br /> FROM COLLECTING IN CRAWL SPACES AND FROM _; � ' � �` I I .�
<br /> LEAKING ONTO BASEMENT FLOORS ,� I - I ���'-�" ��� -4° � 4'-6�� � 4�-6�� ��-6�� 2�-5�� 4�-2���, I I �
<br /> I I � I I 8' MIN � #4 VERT. HOOKBAR
<br /> I ' �. � �. i � � c _ I � GRADE - � � . Q 48' O.C., CENTERED IN WALL
<br /> . ANCHOR BOLT INFORMATION:_ ; i � N � . �I . , ,� � � � � � � i � � � -�� � � - -I ! i -ii�i��i �.�� ' c�
<br /> I I ���_ �J . �I �-�-----��-� - --- � � .; � ; � =I� . ; �#4 HORZ. CONT., 12' MAX. ►�
<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC = �g��xz4° � � �� I �=L r '_ 6 L - -� �- - J � - -� - - .�LI�- J � - � � I ���� � � ' BELOW TOP OF WALL � �
<br /> �t G�L.. � ��� � --�� �� _ �� I I I � �
<br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: i SPAGE � ,6 �t � ,�-+ I I � I '�-1 :_ � ' FOR H>8' (2)#4'S IN TOP 12' � �
<br /> w u� �,GG�SS � xI IX ` v � �Q � I I I � I - • � • s � .
<br /> 1.1. �/2 D I A. A.B. P E R D E T A I L T H I S P A G E �NS � ►�S I � � c v � c v _ _ _ �� I � I � � � � � �-
<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 � �N � � � � � � 0 z� I � � � I _ �''.�� O � 0�
<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--� ry �� � � c _ I_ � 0 �' � � 0�p a�
<br /> 1.3. (2)A.B.'S PER PIECE MIN. _ � .� J L _� _I � _ _J � � - r , _� _ _ � �„� F-- 0� rv
<br /> � 0 � I � �- I � � I � 0 � � ; "� u�i# �m
<br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12 OR LESS , � I � � � _� o . CRAWL GRADE �
<br /> � ��-�o�� 4�-0° - 0 '� I I � �� 4,.��5�.i.ii i��i � u�i���
<br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE � � � � � _ � , � I � �•� - V
<br /> � I � � - w � � � � � � � �17f-C�1'-1�I I r � �=�
<br /> FOR TWO STORY CONSTRUCTION� U.N.O. � I � 2�-0�� '� X �� � I � , I _ � - -- _� Ay W� � � �
<br /> � 1.5. USE3"X3�X 3�g� SQUAREPLATEWASHERSAT I � I r _ _ _ _ _ _ _ _ry �0_ _ _ _ _ _ _ L� _ _ _ _ _ _ � I 0
<br /> ;. .�
<br /> � =1 I I�I 1= I� 4� � ��
<br /> EACH BOLT I � I I � , N .� � 'I I�l I I-1 I I- H W .� � �`'
<br /> � i � � �i `� 1- - - - - - - - - -r�=� - - - - - - - - � I I � ��. ���T�I�~ 0'-4' 16• � 0 �
<br /> (2J��x anJD9 p
<br /> ' I I I � I-fWT d PLATES I . , �rT � 4��V� ZO� � -
<br /> m .
<br /> _ I I I n I I ��°J � I I � �'T 8�-10� 24� �
<br /> I I I I II I I I � ,q_��� ST�EL � � I 8e o-� d
<br /> I BOLLARD ( I
<br /> . 8 � � i 2�-o�� i � ] 2�-o�� i f I BARRI ER � i I +ro 8 �� '� �4� (2)#4 HORZ. CONT. �
<br /> FOUNDATION VENTILATION. � ', , ,���-�,�� „ ��-��,� , � � � ,�
<br /> FOOTING WIDTH (W)
<br /> - - � , , � ,� ,
<br /> • PER WASHINGTON STATE AMENDMENTS R408.2 I � � � � � Q _ _� � r� j � �
<br /> . ; , � ---� �� #�� � , , Ja , � � PRESCRIPTIVE FND. WALL ,n
<br /> � DO NOT PLACE FOUNDATION VENTS UNDER SOLID ` � � I� � � I I +6 � � � 1/2" = 1'-0" v
<br /> BEARING I I � L � L � I 4" GRANULAR BE�D I I �
<br /> I W.G. � �%�� S�LO EM3�TO O HDDR. � I I � n/
<br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF � � � �8�� � I I I t�
<br /> 90 DEGREE BUILDING CORNER � I I f�� j� I I ��,/ � � � � �j �
<br /> I � �
<br /> I
<br /> C�AWL S PACE: � � �` r� - - - � � �� � ; � I STUD WALL � � �
<br /> - � � _ _ _ J I I
<br /> 0 � � I I I I , 8" GONG. �O NDR ION W LL � m O
<br /> � � I I I U I I I I � T�P. � 2-ST f�Y � I 0 IF-
<br /> 1. 18 MIN. CRAWL SPACE / R319.1 - �I I � m X
<br /> 2. R-30 INSULATION IN JOIST SPACE N I � � � j � � � �,�r�8� 2 sT< Rr�� � ��� �NG
<br /> � `' � `�,
<br /> 3. 6 MIL BLACK POLY VAPOR BARRIER � I I � I I FINISHED GRADE � �FLOOR JOIST � 0 �
<br /> � �DTN. VENTS, TYT� I I I I �; �
<br /> 4. 1" MIN AIR SPACE AT BEAM ENDS �8��x6�� 9GREENEDI I� I �� . PER PLAN (�
<br /> C6� REG2UIRED � � i I � I � � ( I ,� '' a � #4 HORIZ. CONT., 12 MAX � �
<br /> . � � � �� GONT. FOOTWC� I � I �,+� � , BELOW TOP OF WALL � �
<br /> GENERAL NOTES. , � � ��, � �.�-,. Doo� , ��/ � � ���. q � !U z ,
<br /> - - � - - - - - - - � �
<br /> �- - - - - - - - - - - - - - - - - - -- - - - - - - - - a �. � � z �l
<br /> I �- - � - EDGE O� SLAB '� �
<br /> � � � �
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- . .: ' �
<br /> 1. ALL HOLD DOWNS� FRAMING ANCHORS AND � � � � � � �
<br /> SHEARWALLS MUST BE INSPECTED BEFORE �� '�� '�� � '�� '�� '�� � ' � �' 0- �
<br /> COVERING Pi-�° P�-s�� i . i=s° 0 w � O
<br /> (2J 2X STUDS C2) 2X IUD� (2 2X�STUDS � Q n`
<br /> a PLA7"ES E PLA "ES L_I � PLAI"ES � • W
<br /> 2. PROVIDE SOLID BEARING � BOTH ENDS OF ALL = �� � = z .� =�. • 0 �
<br /> 0 4�� GONG. SLAB ON 0 . � #4 VERT. HOOKBAR Q 36 O.C.
<br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE I GOMPAGT EART#-1 �-- --�- � �' �� CENTERED WITHIN WALL
<br /> � SLOPE I/4"/PT. � _ J ,(� O • 'a. �
<br /> � FOUNDATION w
<br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO � LL �
<br /> ' date: 0�-�8-14
<br /> INSTALLATION OF ANY FLOOR SHEATHING OR � ��Y. ,� � • perm�t:
<br /> r- � r- - � ��nwi14�. � d FOOTING FOOTING revisions:
<br /> DECKING \ � t � C�, , a���waoa. . . DEPTH WIDTH (
<br /> _ - - "�"r"r""rTM'E 8 � 10'-12' 2'-0"
<br /> L J � _ _J : �
<br /> - ' � � drawn b MWJ
<br /> ' I'-4 I��� I'-I O��� GI'IeG�Ge�,bl�:
<br /> , , �, � � , .�_ ;�y • � ��i� �L��"����� �MIN.�3 #4 FOR F°°Y'"°
<br /> i6 � �z.o. � �������� ����� 20 8�24 �OOTING �'
<br /> � �� � �1���� �������j ���1����� �H��T
<br /> , ���-6�� � �q�-6" ,, ��� ��� a��m�� FOUNDATION EXTENSION
<br /> ' ����������� ��� ��������� � �
<br /> �o�_o�� X TO SUITABLE BEARING
<br /> � � � �i2� _ ��-0• o�
<br /> ��� � �
<br /> �'UL(3RADE T8G RYWO00,a�c
<br /> AND NAIL Wl6d B'O.Q AT EOf3E8#
<br /> 80LID BLOCIONCi. 10'FlE1D IN FlE1D
<br /> �oisr�Pvw SHE�.R NOTE:
<br /> INSIAATE PER SUBA�8810N
<br /> ������ HOLDOWN SG D
<br /> I. �X M�.TERI�.L G�.N BE USED FOR NOTES: FOUND�.TION �/ENT G�.LGULf'.TION
<br /> f�LL MUDSILLS M.�RK HOLDOI^lN/ FASTENERS TO
<br /> � RD �n��� - ��� �� A�L WOOD IN GONTAGT J^IITF-I GONGRETE STRf'�P C�� STUDS MIN. U.N.O.
<br /> (2�7�TOBMBPOSi � � � ��/�� �. SET f� DOUBLE �X STUD BEHIND S1--IALL BE PRESSURE TREATED OR GEDAR. GSG SQUf�RE FEET = �•��
<br /> ��� ��y��e,�Q� EVERY STHD 14- HOLDOWN G�.LLED OUT
<br /> eMae��cxv�w� °° roPr�os►s) ON THE FOUND�.TION PL�'.N. SET HOLDOI�IN PRO�/IDE GRAWL DRAIN � LOW POINT �00 •S-7 T-I STHD14/14 R_.I C�8)/C�O)-16d
<br /> �� I/�" M I N I MUM �.W�.Y FROM W�.LL GORNERS, IN GRAWLSPAGE.
<br /> • � �yy�•�pN�,�pp�� V�IINDOW �.ND DOOR HE�.DERS. IT IS IMPORT�.NT soL�n BLOGKING UNDER ALL BEARINC� WALLS. C6} vENTS REQUIRED T-� MST48 (�4)-16d
<br /> �� TH�.T THE FOUND�.TION GONTR�.GTOR H�.S THE
<br /> . PRg��p��c:�N�no� M�.IN FLOOR PLf'.N SHEET TO PROPERLY SLOPE ALL GONG. STOOPS AND/OR PATIOS ��� SH��4R NOT�:
<br /> FOOTING DETAIL I/4" PER �OOT AWAY �ROM DOOFZiNAYS. T-� MST�.�6 (�6)-IOd
<br /> Lf'.YOUT HOLDOWNS.
<br /> �•,�,�y�..�:a. �. �. MST48 STR�.P WITH (2) I/�" BOLTS INTO , .��a��,,,,,�",.,..,,,��;.�::? B�P.RING 1^IALL ABO�E SEE SHEET LI FOR SHE�.R W�.LL T-4 MSTG48B� (�g)-IOd
<br /> THE FOUND�.TI ON I S �. PROPER F I X FOR LOG�.T I ONS, SHE�.R W�.LL �O U I �l��T I O I �l �1.�� I �
<br /> f'. M I SPLf'.GED STHD I 4 HOLDOWN. Nf'.I L I NC-� SGHEDULE, � DETf'.I LS.
<br /> � = GENTER LINE SEE SHEET L-I FOR SHE�.R W�.LL SGHEDULE
<br /> SEE GENER?.L NOTES SG?.LE: I/4" = I'-O"
<br />
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