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 />
|