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ti�
<br /> - �
<br /> EXTERIOR WALL '
<br /> (WHERE IT OCCURS)
<br /> �
<br /> SLAB PER PLAN ANCHOR BOLT
<br /> 0
<br /> w
<br /> SPACWG PER S.W. SCHEDULE = I
<br /> NOT TO EXCEED 48"O.C. z � �
<br /> � I STAGGER ANCHOR BOLTS L�
<br /> PT SILL PLATE- � � I � Z .
<br /> � � � �, � � � � •� #4@14"O.C. � � i o N
<br /> %�\/ \/�\/�\/��/
<br /> / / / / / / • � (NO LESS THAN 2 BARS) a � � �
<br /> \/\\/\\/\\/\\/\\ , WALL REINF 'o � � n
<br /> j\�j\�j\//\//\� • PER TABLE $'0 X 10"ANCHOR BOLT I � � � � � o
<br /> �/�\/\/�\/�\/�\ ° „ � � � o � �
<br /> �\�j\�j\�j\�j\/ ,, #4 @ 12"O.C. SEE NOTE 5.1 BOUNDARY NAILING STAGGER BOLTS � � ��� �
<br /> /�/�/����� . PER S.W.TABLE ON S-3 FOR DOUBLE SHEATHED WALL OO � � z r� �
<br /> ���j�\/�\/�\/�\ ' SLAB PER PLAN � � � W O d- �
<br /> w r� -
<br /> /\/\�j�\�j���j\ a1, #4 @ 16 O.C. 6��C EAR � � U���
<br /> \ \ \ \ \ � a
<br /> ,�i�i�i��i�� � � � � ��N .� .
<br /> iiii „ �� _ � , ��
<br /> _ ,`/�\/�\/�\/�\/� . $ = STD HOOK ��= � % \/ ����
<br /> \ \ \ \ \ � /� a
<br /> � / / / / / i . �/0 �
<br /> W / � / / / / , . , �
<br /> � \ � � � � � d. . �° � � a \ � � \ 1��
<br /> HEEL REINFORCEMENT � ��� � \ \ \ \ . a • \ �
<br /> �\ �, � �\. �� �� �a � � � � a � - �a . � �/� �\�\ i 2
<br /> PER TABLE �j � � � � � • � \ I'
<br /> ������\��� � � -
<br /> /\� / / / / „ 4" PERF. HARD PVC FTG DRAIN � �� � - 2
<br /> � \ � � \ � \ 32 DOWEL-BARS TO MATCH � \� �\ . \ � ao
<br /> \ \ \ \ \ \ „ � � a /�
<br /> � / � / / / � . WALL REINFORCEMENT SIZE&SPACING INVERT AT LEAST 6 BELOW \ �- a ��
<br /> / /, / �/ / / � �/ � � /�
<br /> � � � ��� � SLAB OR CRAWL SPACE. SLOPE TO , \
<br /> . , � \ \ , . , � \ � � �� \ ,
<br /> �\ �� �\ �\ \ �� DRAIN TO APPROPRIATE DOWN FALL. �� \ � , / �
<br /> �/ / / / / / / / /� / , ,� \
<br /> �/, / / / / / / � \ i � �
<br /> � � �������������� PLACE HOLES DOWNWARD / \ � � . .
<br /> �, \ � �\ �\ , \ \ \ \ �. ,\\ , �
<br /> v� / // //' // // �//\//\//\//\� ° PER PLAN �2) #4 CONT. BARS �'
<br /> `� "' / /\ / / /\ / / / � � PER PLAN �
<br /> o Y ��\ �\ �\ �\ �\\ �\\ �\\ �\\ �\\ � �op of g��ade
<br /> l_i_
<br /> o " M / ��/\��/��ji ��/ ��/ ��/���/��/���/ '� / � W
<br /> � ~ �' \�� ��' \��i; , i ��i\��i\�' �i,�i;�� �`���\�/��/��/���/\,
<br /> cw o
<br /> � � � � � r� �� � � TYPICAL FOOTING WITH SLAB Q �
<br /> � \\ \ ' � �� � � °�� � r �,� `r�, /�j /�j � . `� � NO SCALE � Q W OO
<br /> /��/%�/%�/ a ° � °� ' h �� ��/\��/\�%, � � � Q -� � rn
<br /> , ���� � NOTES: � � (� L.L
<br /> _ �me� 1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. Q Q Q CC
<br /> M NONWOVEN GEOTEXTILE 2. 3"COVER REQ'D FOR ALL REINFORCEMENT. w � �
<br /> HEEL TOE FILTER FABRIC 3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. = J W �_
<br /> 4. REFER TO SHEAR WALL TABLE ON S-3 FOR THE BOLTED SILL PLATE. 3 X U •
<br /> BASE REQUIRED FOR SW-3 AND GREATER. �--
<br /> #4 BAR @ 12"O.C. WALL 5. ANCHOR BOLT(A.B.) REQUIREMENTS: Q � � W
<br /> STEM —#4 BARS @ DOWEL 5.1. ALL WASHERS SHALL BE 3 X 3 X 4"PLATE. MAX DISTANCE FROM EDGE OF 2 ~ m C'� �
<br /> W
<br /> @ 12"O.C. PLATE WASHER TO SHEATHING SHALL BE 1/2". S_2,1 Q � � j
<br /> 5.2. SPACE A.B. @ 48"O.C. IN NON SHEAR WALLS.
<br /> �TOE REINFORCEMENT 5.3. FOR A.B.AS SPECIFIED PER THE SHEAR WALL (S.W.) PLANS, REFER TO � � W
<br /> TYPICAL RETAINING WALL SCHEDULE PERTABLE S.W,TABLEONS-3.
<br /> 2 ���-��� w
<br /> (NO SCALE) TD1*(6IS-3) z
<br /> FOOTINGWALL ---------------------------------- ---------------------------------------------- ------------- / ¢ �
<br /> Height BASE HEEL TOE HEEL REINF. TOE REINF. WALL REINF j ------------------------------'-------'----"----- '� w w
<br /> THICKNESS STEM
<br /> �
<br /> . . � ' . ,
<br /> , , . . . . .
<br /> t tn � an tn � �_ • . . .� a . . . �
<br /> an an � . : ° . p • a ::' ° ° , , 'a �. • °•, . . , , a . , r , . ¢
<br /> a � a , . a .
<br /> a . . . : . . , o .
<br /> , e ; , . ., . , a . :: ,. . . . a . z
<br /> . . . . . . ..:, . ,. • .• _. .; ., a,.
<br /> .� •�.. . . .
<br /> . . ,. a , .
<br /> .,.. o . — , .. . ., . : .'
<br /> , . ._ . . . � • - ' ,
<br /> 6 50 10 30 8 12 #4 @ 9" O.C. #4 @ 9" O.C. #4 @ 12" O.C. � ° cs� °° ' ' � `� w
<br /> i � � � �
<br /> 8 68 10 42 8 18 #4 @ 6" O.C. #4 @ 9" O.C. #4 @ 9" O.C. � ` i-------------------------------- --------------------------------------------- - --- :: _ " � � �
<br /> ---- --------- ---------------------� � i
<br /> . � r----------------
<br /> � � � � i i
<br /> i .` i
<br /> �� ' . � -i i .. i TD1 (6/S-3) ,.,, i ` � ;
<br /> 10 98 13 60 8 30 #5 @ 6" O.C. #5 @ 9" O.C. #5 @ 7" O.C. � •�,. � Q i ' � �F .° r
<br /> Z � � � � � � � � � °' �
<br /> i `�� i = � � i i ' � � � i
<br /> 12 130 19 84 10 36 #6 @ 6" O.C. #6 @ 8" O.C. #6 @ 6" O.C. � i ., i �U � � i i `;� i i-�- � ;
<br /> , i i - t� i
<br /> � i >' � t1C i •. i i °• i I L� z i
<br /> i • ; i � i � i • � Z Q i
<br /> NOTES: z ; � i �-- i °• i ; � i � �
<br /> � i ,'. � i : i TD1 (6/S-3) i .. � i � �
<br /> 1) ALL REINFORCING GRADE 60. @ � , � .° � , � _ , 6l � ,
<br /> 2) 5-1/2 SACK CONCRETE MIX (F'c = 2500 psi MIN). � � � ; � ;= � ��, .� ; _�- Z � �
<br /> 3) SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE COMPACTED TO MINIMUM ; ' i 3 ; ' ; i �� ; �
<br /> O �
<br /> R E L A T I V E C O M P A C T I O N O F 9 0% F O R F I L L A N D 9 5% F O R S L A B S U P P O R T. ; �'� � �P s-2.1 � � ; ; � — '
<br /> MINIMUM RELATIVE COMPACTION IS THE RATIO, EXPRESSED IN i ;°�� ; � � � i `.� ; ~ ;
<br /> i a i i . i TD1 (6/S-3) i Q ,
<br /> PERCENTAGES, OF THE COMPACTED DRY DENSITY TO THE MAXIMUM DRY � , ,_ u � � � a�. ; �
<br /> D E N S I T Y, A S D E T E R M I N E D I N A C C Q R D A N C E W I T H A S T M T E S T D E S I G N A T I O N D 1 5 5 7—9 1 ' �.° i � 2 \� a� i � �
<br /> � . , : , � �
<br /> z ,
<br /> (MODIFIED PROCTOR). _ � � .•,� i � i a, i � � i � i
<br /> 4) EQUIVALENT FLUID PRESS - 35 PCF, � � O � ,
<br /> 5) SOIL BEARING CAPACITY = 2000 PSF. � � ; : . � i �� i i '.� i u— .� i
<br /> , � , - �
<br /> � � ' , i i ' i ' ' i @ � �
<br /> � I m � ° i i : i � i
<br /> GWB GWB o , i < ;, i r-----------------� i ; � - - TD1 (6/S-3) i � . i m � '
<br /> � _ � i , 4��CONCRETE SLAB � i � �------------ -- —1 i
<br /> z U I S T A G G E R A N C H O R B O L T S � °� i ' ' i , � 6 CONCRETE SLAB ; \ i ~ i i
<br /> PT SILL PLATE � � � i : � � WITH 6 X 6 W2.9 X 2W2.9 W.F. � � - � � WITH#4 BAR @ 18"O.C. � �� "' i � �
<br /> � � ( i �a' i ; (TYPICAL) � i , i � EACH-WAY(TYPICAL) �- � : i � �, i
<br /> #4 @ 14"O.C. `n � i i � i �-----------------� i • i �---- ------------� i � � � � i
<br /> (NO LESS THAN 2 BARS) � -�P 1 � � � i ° i i �� � � z ;
<br /> .. i
<br /> 2"�1 X 10"ANCHOR BOLT @ 48"O.C. o S-2.1 � .."` � i ', i i � � 1'-�tl �
<br /> 0.5° ' � ' 1 I , 1 � ' � I
<br /> SLAB PER PLAN SLAB PER PLAN ! i ° � � i : i i i
<br /> SEE NOTE 5.1 /� i •. i , - , , ' i ptl
<br /> � i . i i � i � . i /� �.S M�h'
<br /> � STAGGER BOLTS i ' � i ; �; i � :- i � � ; � ��u�, ``.m.."_
<br /> � � ° a � ° � FOR DOUBLE SHEATH � °. � ��_�d � � � i �� ; �� ,����. �a�
<br /> a �, � ED WALL ':- � TD1 (6/S 3) � �� � � � � ��, �, ��,6
<br /> . �� �� a p o o � � .,. i i � ; 24°WIDE R-10 �� ; �� i ��� .� ` '
<br /> / i—� i , � r i �:� i i � `�� � t �L�
<br /> �'�/ � � A ��j, � � � . �a i 8 i ; i RIGID INSUL. @ i �� � �, � ����;,Q " .
<br /> _ � ST H00 � „ � � i i � i PERIMETER OF <� i � � �� �� � �
<br /> �z/�� � � aa � #4@16 O.C,/ � � � i � � � i � �c���� ��'�,�,
<br /> w
<br /> \\ / � � � � i `.`° i i � i SLAB -TYP i � ,". i TDi (6/S-3) o�'� r c, 1
<br /> / / / \ I . � � � � � I `SSI ��
<br /> � � \ / \ / \ � 1 I
<br /> \ / \ �\ � i � , „ � �NAL
<br /> \/ \ i� �\ � a ,� � � % �\\ TD1 6 S-3 � ; � i :� i , � /
<br /> � �� a ` `% ��. 1_�� � / � \, � �� i ; �'� i i i '�
<br /> � �� �� • � ° � � � � � `\ i : � � ;�- i �� i ---- - --� i � �, i
<br /> i � \ � i � �
<br /> \ � i �� _� i � i , i � i
<br /> \ �' a � , i � i
<br /> �/ \ � � /\ �� i , �------------=----------- -- ' . ' � :. P
<br /> � ROJECT #
<br /> � \ /\ Z \� , - ------------------------------------------------------------------...J L----------- -�-----------------------J I
<br /> %� � � � V A _ ' g. csJ � q � � � .. � . ..� '
<br /> �� � � � � .
<br /> \ / \ \ � L ----- ---------- ------------------------^------ ---- -----------^------------------------------ --- --------^---- ------------------------------ J
<br /> � \ �
<br /> \ ,, ,\ � , � .
<br /> � 6„ (2) #4 CONT. BARS �
<br /> �� \
<br /> `�-14 —�' TD1 (6/S-3) 18'-�Ou 2'-�" 1(o'-�a 1'-5%° 1�1'-�Y" TD1 (6/S-3)
<br /> TYPICAL INTERIOR FOOTING WITH SLAB ��,_�N
<br /> 3 �No S�A�E, S H E ET N 0
<br /> NOTES:
<br /> 1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. FO U N DATI O N P LAN
<br /> 2. 3 COVER REQ D FOR ALL REINFORCEMENT.
<br /> 3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. • 3 X 3 X 1/4°
<br /> 4. REFER TO SHEAR WALL TABLE ON S-3 FOR THE BOLTED SILL PLATE. 3 X
<br /> REauiREo FOR sw-3 aN�GREaTER. GALVANIZED PLATE WASHER IS REQUIRED .
<br /> 5, ANCHOR BOLT(A.B.) REQUIREMENTS: • EMBED ANCHOR BOLTS 7.5" MIN �
<br /> 5.1. ALL WASHERS SHALL BE 3 X 3 X 4" PLATE. MAX DISTANCE FROM EDGE OF ,
<br /> PLATE WASHER TO SHEATHING SHALL BE 1/2°. • REFER TO SHEAR WALL PLANS FOR HOLD-DOWN LOCATIONS
<br /> 5.2. SPACE A.B. @ 48"O.C. IN NON SHEAR WALLS.
<br /> 5.3. FOR A.B.AS SPECIFIED PER THE SHEAR WALL (S.W.) PLANS, REFER TO
<br /> S.W.TABLE ON S-3.
<br />
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