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Writtan dimen5lons on thie drawing shall hava precadanca ovar <br /> scaled dtmenelons. Gontactor shall verify all dimenslons, <br /> conditlons, etc., pertalning to the work before proceeding. <br /> Tha Owner m�st be notlfied of any varlations from the <br /> dlmensfons and/or condltlons shown on thase drawings. �.ny <br /> s�ch varlatlon shall be resolved by the Owner prior to <br /> procaedfng wlth tha work, or tha Gontractor shall accapt �- � '�� <br /> full responslblllty for the co5t to rectify same. c':��-' - <br /> � ���^. . ' . 1 ��� 3 <br /> �'�'..� <br /> �O'-O�� � g <br /> 4" GOt�IG SLfaB OIV ""' �� <br /> GOMPAGT EARTH <br /> SLOPE I/4"/PT. ~ `'' <br /> QARAOE DOOR . k <br /> 24° - ,�,..._-..a,_: <br /> FOUNDATI4N N4TES: .�f P�-��� P�-�° 4��.� `" �{- " <br /> , <br /> � --- <br /> . . 4�� PI—i" ��� ZX 5-RJ�S . 2� 2x STu�S . � ��``:���x�`: <br /> � (2) 2X STU�S 4 PLATES C PLATES "`�T^�;`V:'�`�.q.....� <br /> � GO �GR�T� 6 PLATES� � � � � � . <br /> . v.c�,�a.�� . <br /> . — ...�.�.�.a <br /> 1. CONCRETETOBE5SACKFc=2500PS1 �28DAYS � _ _ _ `' _ _ _ _ _ - _ _ _ ' _ _ _ _ _ _ ' _ _ - _ _ _ - _ _ -' - - ' � a �� � �� � <br /> �.�� <br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR _ - - - � � � �° � �� • - �oo„Nos� <br /> � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 � � 8A11EASDETALBH:dW <br /> BETrER � I I 1=1 I I I I 1=1 I I�I i I j i � I ,�, <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED ° - � I � (� <br /> SOIL ,;,111,;,111=111=11 _ � � I - - - - - - - - - - - - - � I I <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: �_,o � ! � I � � � � I DETAIL AT GARAGE DOOR r I <br /> e R I G I D -� I � I I I BCALE 318'�1'fi' {� <br /> 4.1. 3 CLEAR � BOTfOM OF F04TINGS INSULA�TIOi�I r I � � _�I I 1 ' <br /> R-10 RIDGID INS. � I � <br /> 4.2. 1 �/2" CLEAR � OUTSIDE OF WALLS �-�o INSULATION DETf�IL I�-��� I � � N�T�° f ERIMETER � S��.B � � � U � <br /> I. 4" GONG. SLAB ON EDG�, 24" TOTAL. <br /> 4" 6RA�lEL �ILL Ohl SEE D�TAIL I i � I 944'8AT1a'O.C. � <br /> 4.3. 3/4" CLEAR� OUTSIDE OF WALLS � � I YV/ 6 MIL �/APOR ' � � <br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE � � � B�`�'���R� � I I �P.T.a,►,� <br /> PRESSURE TREATED 2. R-�o RIOGID ��5. � <br /> � ( PERIMETER ff SLfiB I �j r ' tl <br /> � � I EDGE, 24" TOTAL. I I I 4�C���� �J M � q <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS � I � I � I I 1 � � <br /> 7. INSTALL FLOOR DIAPHRAGM � REMOVE ALL FORMS & � I � � � I GONTRP.GTOR TO � � � � U H � <br /> _I I I I ( OF ALL PLUMBINGTIOi�I I I I � • <br /> � <br /> WOOD PRIOR TO COVERING '� I - FIXTURES 4•� �,,,,R O �]''� oNo • <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL I I � I � -- ___ � � � � Fl" C/� ^ H � <br /> , � <br /> N <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" � - -I j , " � � ii ii =, � j � � ��"E ' ,,• � ��. ��,�„� �i � <br /> MIN. BELOW GRADE U.N.O. I � ' " " ' • <br /> � ;, ,;�, �, , � � � <br /> �-'-�==�=� � U � <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A � � I I I j j = �� � <br /> � ��G���K��ox � � I - -I 0 � � � � <br /> 4 TIGHT LINE THAT SHALL RUN THE PERIMETER OF STUDS w� � I - GARAGE WALL DETAIL � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED _ «).°��S GLIPS � I � - 0 r� <br /> EAGi-{ SIDE � I 4'-4�� 6�_ �� ��_6" I�'-6" � BCN.E318"'�1'-0' � � H <br /> m -� <br /> MANNER m � I � (� � i � �i � <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER m � I I I I I � � <br /> FROM COLLECTING IN CRAWL SPACES AND FROM I � � � � I <br /> - - '� <br /> LEAKING ONTO BASEMENT FLOORS � - - I I � I � � <br /> � � � � %�� t�� ��� � �:���:t.�.����� � 8' MIN #4 VERT. HOOKBAR <br /> I � � � � - - - 18xe s-r�i��ooTiN�- ��,- -��� � GRADE �... ��� �48' O.C., CENTERED IN WALL <br /> ANCHOR B4LT INFORMATI4N: ' � `- — � �, z-#4 �o�T�N�o�s � ' � - - - ,� c� <br /> i i i =i i i=i i i=i i � . <br /> i � i i �-i i i=�i i-i � � <br /> � � � � '�=1 I 1=1 I I � #4 HORZ. CONT., 12" MAX. �'''� <br /> �OX30X12 GOrIG. I ��_ — d <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � � � I � -� ���,D �v «� #4 E.W. I � ���i�� ' . BELOW TOP OF WALL r� � <br /> E N G I N E E R I N G T H A T S U P E R C E D E S T H E F O L L O W I N G: � � z �� � __ _ � � _ _ � � _ _ '-1 .. ' s F O R H>8' (2)#4'S I N T O P 1 2" 4� <br /> � - � � I �- a � � � � - � I �? � � 4 � � � �- <br /> 1.1. �/2 DIA. A.B. PER DETAIL THIS PAGE 0 I � � lo z� �o�A �-' I _ , J <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 o zl I s,, _ � o � � i 'i � 0 � .�: .�: � � � � �� <br /> � Ocpc� <br /> ONE STORY OR 4'APART FOR 11N0 STORY �n � � I� o� � N , � � � I �- 0 � N <br /> 1.3. (2)A.B.'S PER PIECE MIN. I I j � v�-� � � � _ — �.� — — — — — — — � � � _ � � . .� � �# �m <br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12" OR LESS I � � I� ry� I � � � � � � I � o ' CRAWL GRADE � � WI �t� <br /> I I I � �' 4 U.� f � <br /> � � �� �--1 — - - - - - - - - - - - - - - - - - - - � . �������—���—���_ }� <br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE I x I I I _ � � � � �� <br /> FOR TWO STORY CONSTRUCTION, U.N.O. � � � - ��� � - - - - - - - - - - - - - - - - -� � �� I I I-1TI-1 I I-' � W � �'� <br /> � � � - - - - - - - �� .� II��IIIIIIIII�I ,4i � �t <br /> 1.5. USE 3"X3�X3�g� SQUARE PLATE WASHERS AT I 4� - - - - - -,� - .. , ,(� <br /> � :I i�I I I-1 I I- H W <br /> I _ I I � — — — — — — — (2�X g D5 � ' I P. �a �1V V' <br /> EACH BOLT �. - <br /> -8 . I I I I 4 PLATES I I I . <br /> I I 18X8ISTRIP POOTING � �-B II—III�� � � ■ ��y 0 � <br /> � �W/ 2_#4 GONTI�J US m I I I � � � I � �I I�I I I- ��' 16 til - <br /> 4-8 20 � <br /> 4"� STEEL ..• ��_ � � • <br /> BOLLf�RD I I I ., � � � <br /> � � ��.�� :;�;�����.�� �� � � v�+����� � 8-10 24 <br /> ---- --�--------- I BARizIER I I I <br /> I �.— - - -.�-= � � I I I I � . � a <br /> I I <br /> ,'• <br /> I � � ; � I � � I � I � (2)#4 H O R Z. C O N T. <br /> � <br /> FOUNDATION VENTILATION: =�==- <br />