Laserfiche WebLink
�� <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 />