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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 />
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