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� <br /> tr. <br /> Written dimenslons on this drawing shall have precedence over <br /> saaled dtmensfons. Gonta�tor shall verlfy all dimenslons, <br /> �onditlons, et�., pertalning to the work before pro�eeding. <br /> The Owner m�st be notlfled of dny varlatlons from the <br /> dlmensfons and/or c,ondltlons shown on these drawings. Any ���..� _�;,.�.- <br /> SUGI'1 varlatlon shall be resolved by the Owner prlor to 4��I� ���' <br /> pro�eeding with the work, or the Gontra�tor shall a��ept �°��n,,r {��(��`jj�ft�� <br /> f�ll responsiblllty for the �ost to rectlfy same. � <br /> � E1(�C�•�'TF!:f <br /> � � � # <br /> � ����3��rf-�� .����� r����� <br /> �s9r�7� ..7r ��r��.��`r�i���t� �� <br /> ONiAOE DOOR g.��,�,�„_� <br /> FOUNDATION NOTES: � 24° 4��� <br /> - - , <br /> . 4 <br /> .. �a:.s�s._ <br /> 1. CONCRETE TO BE 5 SACK Fc=2500 PSI �28 DAYS s o�r B u�T� � - "+����'•a�� <br /> � 4'COMP.tiRANIJ.AR <br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR ° z8'_�" � °o �` <br /> BETTER — ' —� •• °� . ,• ��'`� <br /> �� <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED a=-���-_T I I 1°' <br /> SOIL ° I I I-I I I �I I E�I I I- D E T AI L AT GARAGE DOOR � <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: ,,,�����,� ,�ll,,,I I ��,.�� <br /> 4.1. 3" CLEAR BOTTOM OF FOOTINGS ��-io � <br /> � R�G�D • <br /> 4.2. 1 Y2" CLEAR � OUTSIDE OF WALLS �NSULATION 4�� GONG. SLAB ON � U � <br /> 4.3. 3/q� CLEAR � OUTSIDE OF WALLS �z-�o INSULATION DE-T'AIL GOMPAGT EARTf-+ TX4'SAT1Q'O.C. g <br /> SLOPE I/4'/'PT. r.�l w <br /> � 5. ALL LUMBER IN CONTACT 'W/CONCRETE TO BE w <br /> PRESSU RE TREATED �``P�T�P""� � <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS 4�°ONC��"� � `' o <br /> �� � � <br /> 7. INSTALL FLOOR DIAPHRAGM $ REMOVE ALL FORMS $ «,PX s,p5 �2 QX��os �� X �� � H � � <br /> 6 PLATES E LATE <br /> WOOD PRIOR TO COVERING �, � PLA"fE5� � � � � � ° O N . <br /> � � � � � 4•carP.azwu� . � <br /> ,, � � � � � � I : �: r� C/� <br /> 8. FOOTINGSLOCATEDINSIDEOFCI�AWLSPACEWILL _ _ _' _ _ - _ _ _ - _ _ _ _ - - - - - __- - - - - - - - - � , a� ; . � � HN <br /> — — -� - -- � ��� ROOF DRNN RESAR/FOOi1NC3 an�n,c 'd' <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18"- � � _ - - -� � 4�D1""`�"""� 4. �, �. ����� � r 1 � <br /> -----__ _ <br /> - - - - - - - - - - - - - - - - - <br /> MIN. BELOW GRADE U.N.O. � � �- - - - - - - - - - - - - - - - - � � � ,�, °� � o <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A I I I � � I �J � � � <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF =� I I I � - - - - - - - - - - - - - - � � I GARAGE WALL DETAIL � �o <br /> THE FOUNDATION AND EMPTY IN AN APPROVED _ �,_6„ I I I NOTE� � � � � �e"°'''�' <br /> � MANNER � I I I I I. 4" GONG. SLAB ON R-10 RIDGID INS. � I I � � �j <br /> 4" GRAVEL PILL ON PERIM�TER ff SLAB � � � <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER I I I �6 MIL �/APOR g��D�AILOTAL. i I � <br /> FROM COLLECTING IN CRAWL SPACES AND FROM I I I I 2' R-�IORRIDGID �NS. � I � i i � <br /> LEAKING ONTO BASEMENT FLOORS �� � J I PERIMETER B SLAB i I I ` <br /> EDGE, 24' TOTAL. � <br /> _ � � I I � I � = GRADE 8" MIN. �� ;�� �8E0 CHC NTE ED IN WALL <br /> ANCHOR BOLT INFORMATION:_ � i ; i i � I � ; i � ����=���=i�� : .. � <br /> � , , � ,—���_���_� p� ,,wv � <br /> I I I I GONTR,4GTOR TO � � � I I �-I II—I I I � HOf�L. CONT.� �2� IYIM. �j <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � 1 I �/ERIFY THE LOGATION �� � �+ -, � I � '�._, I I I-1 : � . � � <br /> � � �—I I I BELOW TOP OF WALL d <br /> � _ � O � AI LLL L�Ut� NG /\ I � I ;�_ � ' . � e ■ Vj <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: I I � � ����_�s � _ �� J� -� � � I -1 .. : FOR H>8 (2)#4 S IN T�OP 12 � � <br /> 1.1. Y2" DIA. A.B. PER DETAIL THIS PAGE i � i � I I ,: � � � � �- <br /> � 1.2. EMBED MIN 7"� NOT MORE THAN 6'APARTFOR E-+AUG �.P. BOX - � O � 0 0 <br /> ONE STORY OR 4'APART FOR TWO STORY o uDs JNKING � I � Ck- - I �; : � � <br /> 1.3. (2)A.B.'S PER PIECE MIN. �A��SG�P� � j � I � � � _ � � � _ , <br /> : : <br /> .� . �- O� cv <br /> 1.4. 1 BOLT LOCATED NOT MORE THAN 12" OR LESS � � � - - - - - - - - - - � J I � � o : '. CRAWL GRADE ."� u�# �m <br /> � ) <br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE I I � I � � � I � � `- � � =i i- _ � � ��� <br /> ... . <br /> � �I I�I I I-I I I-I I I- � �-, <br /> FOR TWO STORY CONSTRUCTION� U.N.O. � � � I � - - - - - - - - - - - - - -I I-----_-, I j = ,� =__' � w���n <br /> .. . <br /> 1.5. USE 3"X3�X3/g" SQUARE PLATE WASHERS AT I � I I � � _ _ _ _ _ _ _ _ _ _ _ Pi_g,� _ _ _ � � � � .� � :� I I I-11I-111= 0� � (�� <br /> EACH BOLT I I I I � � � r2a 2x s,,,� � I I c0 � � I�I I I-1 I I- H W ��,,, � � <br /> I r!� I—�T }� � <br /> . _ � I I I — — I I I 3 PLATES I I I 11, O .. �I I I� 0�, ��w v O � <br /> I I � � � .;' , ��� 4� 20 'W <br /> � I � I � � I � � � I I m 8'-10' 24" � - <br /> � I I I I I I I I I I I 8" GONG. FOUNDATI N w�aLL � g' : d <br /> TYP. � 2-STO#?Y � •. <br /> i � � I I i I I ` ` (2)#4 HORZ. CONT. <br /> FOUNDATION VENTILATION: �.6��x8�� ���T. �oN�. �oo -�N� <br /> I I I TYP. � �-STORY � <br /> � � � zl� :' I � I I � 4: <br /> � � � � FOOTING WIDTH (W) <br /> - - � I I ��o . � I � � � � � � �. <br /> • PER WASHINGTON STATE AMENDMENTS R408.2 _8 � I � o z ,� � � 4�� GONG. SLAB ON � � A_� <br /> o,� , , 4�� GRANULAR BED , � � PRESCRI PTIVE FND. WALL <br /> I I I u' Z � I I ON TAMPED GRADE <br /> I (LI� � I I I SLOPE �" TO O.I-f. DR. I _ <br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID � � � �I� i� I o � � I I I I � 1/2" = 1'-0" Z <br /> B E A R I N G � �I# ' I � � I �, I �r O <br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF � � � I �I� a I � � I � I I �J � <br /> 90 DEGREE BUILDING CORNER I � ► I I I � I I � 1� <br /> � I � � I :3 I I � � � � I I � � v � <br /> C R A W L S P A C E:_ i , , � 4�_0�, i �, i �,_,��, i i i � i I --STUD WALL �y � Q � <br /> i � i � � � � i � � � � i � i � � z � <br /> 1. 18" MIN. CRAWL SPACE /R319.1 I � I I , I I I I j � I I � � <br /> - - - I 0 � � <br /> 2. R 30 INSULATION IN JOIST SPACE I I _ _ I I I ( � � � � 1� � <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER I I � � I I I I GONT. FOOTIrIG � I I FINISHED GRADE , ' FLOOR JOIST � � v O c� <br /> 4. 1" MIN AIR SPACE AT BEAM ENDS I � I C � I I I � _ _ _ _ _ _ _ � �.": D��� _ � I I � �� � PER PLAN Q � Q l�- �-, <br /> � � � � � � -- - - - - - - ---� . .. <br /> EDGE OF 5LA8 I ' ° —#4 HORIZ. CONT.� �2 MAX � � J�--! � � �� <br /> G EN ERAL NOTES: � I I I -- -- ' � � BELOW TOP OF WALL <br /> I � - - - - - - - - - - - -� , <br /> I I �.4. o � � ,� ' 4 : � � � � � � � <br /> I I a�v. � � i � �� o . <br /> � I I � —r � � � «���� 5, � --1 (\(� � <br /> 1. ALL HOLD DOWNS� FRAMING ANCHORS AND � � � n I f � � � 6 Li '� � : �- l� <br /> � \_J II � � . � � <br /> SHEARWALLS MUST BE INSPECTED BEFORE I _ _ _ _ J I � � <br /> COVERING \ � � - - - � � J I L-i o � .� � � <br /> - ���" - - - - -u , , �� � � . <br /> 2. PROVIDE SOLID BEARING � BOTH ENDS OF ALL _ � - - � _ � �� "� �#4 vERT. HOOKBAR�36"O.C. � <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � � P�-s„ � � p CENTERED WITHIN WALL � <br /> FOUNDATION � �� 2x S-�,�os ' O ' '' <br /> S PLATES � LL . dQtP.i: OZ-Z8-I4 <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO `� 4�� GOh1G. SLAB ON �- -� . .�� <br /> INSTALLATION OF ANY FLOOR SHEATHING OR � � �oMPA�T �ART�+ — � ���Y <br /> � SLOPE I/4"/�T. �I SOILMlJBTBE permlt: <br /> DECKING I_ � _J � _� �oz" I '-4!" No��wwaFr. .a FOOTING FOOTING revisions: <br /> z ������ � DEPTH WIDTH 06-I�-14 <br /> 16'-�" R.O. , , ' � <br /> � a � : ;i �0-�2 2-0 <br /> � -- drawn by: Mw.� <br /> q'-v" �B'-C�" � F'0071N0 GI'IeGIGed by: <br /> �� �MIN.�3 #4 FOR �� � -- <br /> 20 8�24 �OOTI NG ����-r <br /> FOUNDATION EXTENSION <br /> � � . �J <br /> X TO S U I TAB LE B EARI N G <br /> �J �/2� = ��-0� O� <br /> � � <br /> SH�AR NOT�: <br /> . HOLDOWN SGH�DUL� <br /> I. �X MAT�RIAL GAN B� US�D FOR NOT�S: <br /> ALL MUDSILLS <br /> Z. S�T A DOUBL.� ZX STUD B�HIND ALL WOOD IN GONTAGT WITH GONGRETE MARK HOLDOWN/ � ST RS TO <br /> SHALL BE PRESSURE TREATED OR GEDAR. STRAP (2� STUDS MIN. U.N.O. <br /> �V�RY STHD14 HOLDOWN GALL�D OUT T-I STHD14/14 R._1 (�8)/(�O)-16d ���.� �� ������� <br /> ON TH� FOUNDATION PLAN. S�T HOLDOWN PRO�/IDE GRAWL DRAIN � LOW POINT r <br /> �� IN GRAWLSPAGE. <br /> I/z M I N I MUM AWAY FROM WALL GORN�RS, <br /> WINDOW f'.ND DOOR H�f'.D�RS. IT IS IMPORTf'.NT SOLiD BLOGiCING UNDER ALL BEARIN6 WALLS. T-Z MST48 (�4)-16d 1�E�II�II�JE� �"'�� ��� � <br /> THAT TH� FOUNDATION GONTRAGTOR HAS TH� SLOPE ALL GONG. STOOPS AND/OR PATIOS � <br /> MAIN FLOOR PLAN SH��T TO PROP�RLY �/Q-" PER FOOT AYVAY FROM DOORJ�^lAYS. '�'�'� SH�AR NOT�: T-� MSTA�6 (Z6)-IOd ���"�r � °�r� <br /> LAYOUT HOLDOWNS. <br /> �. f'. MST48 STRf'.P WITH (2� I/z" BOLTS INTO _:.:.;� .:�'� ; ;E;,`�'� BEARING WALL ABO�/E S�� SH��T LI FOR SH��.R W�.LL T-4 MSTG48B� I (�8)-IOd <br /> TH� FOUNDf'.T I ON I S f'. PROP�R F I X FOR LOGATI ONS, SH�AR WALL �O U I �l Z/ �T I O I �l �i.�� I �l <br /> A M I SPLAG�D STHD I 4 HOLDOWN. NP.I L I NC� SGH�DUL�, � D�TP.I LS. <br /> � = GENTER LINE S�� SH��T L-I FOR SH�AR WALL SGH�DUL� <br /> SEE GENERAL NOTES SGALE: I/4" = I'-O" ' <br />