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<br /> W/#48ARS �4"0.C. EA WA Y Z PLANS SHOULD BE REI�EWFD BY ALL SUBCONTRACTORS PRIOR TO STARTIN� —�
<br /> � � � — � (-.- — CONSIRUCTION. lF DISCREPANCIfS EXIST PLEASE CONTACT ARCHI TECT OR ��
<br /> , OWNER/CONTRACTOR.
<br /> -f— � Z. ALL CONCRETE FOOlIN�S TO REST ON fIRM UNDlS1URBED EARlH WiTH MlNIMUM
<br /> ( � 9 1,500 PSF BEARING PRESSURE. REfER TO SOILS REPORr WNEN REQUIRED. Q
<br /> 47'0° '�' p N � - � � - � 3. CONCRETE COMPRESSI�E SIRENGTH F'G' = 3,000 PSI, GRADE 40 }-
<br /> 6 � 2 REINFORCEMENt T
<br /> R602.10.11 CRIPPLE WALLS SHALL BE CONSTRUCTED lN ACCORDANCE WITH SECTION R602.9 AND BRACED lN ACCORDANCE WITH 17'-0" 11'D" 19'ON 4. ALL WOOD lN CONTACT WITH CONCREIF; MASONRY, EARIN, OR EXPOSED TO } �
<br /> lHIS SECTION. CRIPPLE W�LLS SHALL BE BRACED WITH THE LENGTH AND METHOD OF BRACING USED FOR THE WALL ABO�E lN WEAIHER SHALL BE PRESSURE TREATED. �
<br /> ACCORDANCE WITH TABLESR602.10 3(1) AND R607.10.3(3) AND lN£APPLICABLE ADJUSTMENT fACTORS lN TABLESR602.10.3(2) �? 5 �ERIfY ALL DIMENSIONS AND FIELD CONDIIIONS Q � �
<br /> EXCEPT THE LENGTH OF IHE CRIPPLE WALL BRACING SNALC BE MULTIPLIED BY FACTOR OF 1.15. , p p \ � 6, PRO�IDE TEMPORARY BRACING AS REQUIRED UNIIL ALC PERMANENT -N
<br /> OR R60210.3(4),RESPECTI�EL Y, �.
<br /> 4 IlE BARS �24 0.C. EMBEDDfD " ^ M
<br /> WHERE GYPSUM WALL BOARD lS NOT USED ON THE lNSIDE OF CRIPP�E WALL BRACING,THE LENGTN ADJUSTMENTS fOR THE �-3 ��2 � � 18' ON THE FOUNDA 110N AND SLAB PA Tl0 "; CONNEC110NS AND STIFFENINGS HA I�E BEEN INSTALLED. _ � r�
<br /> ELIMINATION OF lHE GYPSUM WALL BOARD, OR EQUI�ALENT SHALL BE APPLIED AS DIRECTED lN TABLE R60210.3(2) AND �-9 °O 1. ALL ISOLATED SPREAD FOOANGS TO BE 24�X24HX10" WITH (3�#4 BOTTOM EACH � m �
<br /> R 6 0 2.1 0,3(4) T O T H E L E N 6 T H O F C R I P P L E W A L L B RACING RE QUIRED. THE ADJUSTMENT SHALL BE TAKEN lN ADDITION TO THE 1,15 PT 6X6 POST WAY TYPICAL U.N.O, �..
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<br /> A. 3"CAST AGAINST EARTH. '
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<br /> R ° ' — B. 1 1/2"EXPOSED T0 EARIH OR WFATHER. � -� ~
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<br /> ,� � � � I '�� �- _ — r — � —� - - 4>� I o 9 METAL FRAMlN6 CONNECTORS SPECIfIED ARE MANUF,4CTURED BY THE SIMPSON � N
<br /> ^ .°� � �� � � G'O M P A N Y. S E E L A T E S T C A T A L O G E D I A O N. I N S T A L L P E R S P E C S U S E O N L Y � c�
<br /> — — — — — — — J - � � - ,��: I EQUI�ALENT SUBS11TU110NS (�
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<br /> 24"� "CONC. PAD, TYP. U,N.O, I r- _-� � � � �'� `� �_.�— _ � � _ �`"' 10. ALL METAL CONNECTORS SUPPORTED BY PRESSURE 1REAIFD MAIFRIAL SHALL Q
<br /> 4 x 4 P.T. P O S T E T O P O S T W/A 3 5� � � � �1 � � �� / � / �� � B E Z M A X (G 1 8 5 H D G P E R A S T M A 6 5 3) O R E Q U I U A L E N T A N D f A S T E N E R S S H A L L
<br /> TlE TO BM W/B 4, lYP.U.N.0. ��`� ; , \ � - �" � � - �\ r�- - I BE PER ASTM A153. ���/,�
<br /> 6 6 1 � �_1� � --� r �:; � 11. ALL FRAME NAILING TO COMPLY WITN TABLE R602.3(1), 2012 R G' BLOCK AL� .
<br /> -R, j -R,� o - G, - - � -R, - V � APA RATED SHEATHING EDGES AND NAIL l�Tf( lOd AT 6"O.C. TYPICAL, U.N.O. ON
<br /> I �' ^� � .� '"� .� '� �.� � � � SHEAR WALL SCHEDULE NAiLING INTO PRESSURE TI�EATED MATERIAL SHALL BE
<br /> .,i' � �/��- � 1 � �1 — �/ . �l - � � HOT-D(P GAL l/ANIZED PER ASTM A153.
<br /> = ADl '�� � _ � -� CRAW1 SPACE � �I /� _ .�� I I 12. PRO�IDE 14"XI"FOUNDA110N I�ENTS WITH 1/4�CORROSION RES/STANT {�RE �
<br /> I � � , hf�V. 18 BELOW fL00.S�S & :: I � � MESH. W O
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<br /> ° � ^ � M/N. 1 2"B E L O W B E A M S f�R O�l D � � F O U N D A T I D N �E N l C A L C U L A A O N.•
<br /> 4 I ..�� �; � �� "' �_ � �', � �6 MlL GROUND CO�ER. LA SEA � �-I !� J TOTAL CRAWZ SPACE AREA.• 883 S.f. C--� �
<br /> _ � � � � - --t- �� - I�ENT AREA REQD• 883 S.F./150=589 S.F, �
<br /> ADl STEP STEP . 1 Sl A 1 I r� 1 ��� 1 � I W �
<br /> I � � � _ � I � � � _ l � � _ � (ASSUME.51 SF. NET �ENT AREA PER �ENT.1
<br /> I � _ — �, �,-T } I N . �EN S REQ'D.; 5.89 Sf./.51=1�.54=12 I�ENTS
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<br /> � � : .°' - _ � , ,-- '� � � � II I I � a INSTALL FND. IiENTS IN RlM JOISTS WHERE�ER � 0
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<br /> � � a STEP I cb � 4BARSCs�B lN I � { '��`' `� � � M1N24'X18' ����^ � . NEADER AND \ �
<br /> � �: — —I � � O.C. E/W(5)MIN. I: I I : / � I / ,�.—1 J IMMER COULD BE /
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<br /> � I ; � MW. 4°LA YER COMPACTED 18"ON THE fOUNDA 110N AND SLAB �' � � , „ � �� , A ��� , � I I:': I #fl
<br /> �' 6RA IiEL FILL. ` 6'=0" - - 2- �=9--tf2-- - -0�-/
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<br /> I � •` I " ° �If-LarCh t:$B1r. tA-8 f3-h i2-� '13-8 'I+�-� 17-�d `IEi-�1 i�9-� 22-t4 20-� '19-'t '17-'I 2fi-t� 23-�b 2t-0 1'9-i
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<br /> ( �. � — — — — — — — — — — � I / � rr d�iu�l�s a.et.�`I�t.ic;. 13-� i�-� ft-7 1#I-� 1T-� 15-� 1,}_�3 t3-A �i-� '1�-'� 17-ii `1�-� 29-8 2�-5 2f-`I 1�-7
<br /> �^ _ �;` � ��3 , � i�t , o FiC-�bufh hlC�.� 73-� t2-{1 ti-3 �D-6 1+6-�[9 15�3 1�-5 t�-11 �t'�-� `it3-f1 7�=� 1�f� 23-8 2#J�Q 3F�-� i�s-�
<br /> . . ' . - "' I — — � � ^ EVV-2 92-7U 11-8 t7-4 10-2 1$-� 1{1-`11 13-3p t2-5 9'.�-�1 °17-7 1f�-i 14-� 22-� 1+�-8 n7-1� "IF3-3
<br /> R403.1.3.51 REINFORCEMENT, FOOTING AND STEM WALL REINFORCEMENT SHALL COMPL V WITH SEGTION R403.1.3.51 THROU�H - - - - - ° o ADl . N�� \ � � ��.� �1-�a Q-s a-a 7-� �3-� i a-$ i n-� � ��-� ��-� �z-� ��-ci ��-� t�-j �a-� t�-a
<br /> R403.1.3.54. �' —� — - - = I i ,f ti�:rre-�or �i.�t��:; �a-z iz-iv i2-i i�-� �a-� i�-� i�-� t�-� �t-tii h�-�i ia-� �7-� 2�-iq z3-� �z-i z�-�
<br /> � HD � " � `a .'I; M' q ^ N lo t��tr. �a-�Q tz-� �t-1s� j�-� ��-� ��-0 1�-i �a-a �t-� h�-� ��-� �cr:� ��-� �z-� �a-� ��-� I�-
<br /> HD �HD MD �HD 3 '� 4"CON . SLAB �,- Q \ : :: �, ni�. � ��-°�� t�-� �1-i�a 1�a-�r� 1�-� ��-ta i�-ao ��-� 2t-� ��-ao j�-z ��-� z�a-a �1-� �s-a 1�-� �-
<br /> R403,1.3.5.2. THE CENIRAL OF I�ERTICAL REINfORCEMENT lN STEM W,4LLS SHALL BE LOCATED AT TNE CENTERUNE OF THE WALL � _ � -�� _ �, _ _� �.,,� � ,�2 �2_� �1_3 1p_g ;�_�� ��2 ,3-�� ta_� ��-� �3-� ,�_� ia-� zz-s ��-� ��-,� 1�s-�
<br /> HORIZONTAL AN� �ERTICAL REINFORCEMENT SHALL BE lN FOOIINGS AND STEM WALCS TO PRO�IDE THE MINIMUM COIiER I ADl R r � I a,�� ,, o�� __J-°� � Z O
<br /> ^ �'lr�.=3 11•ID 4I��3 H-� 7-� 1:3-5 31-�# 10-7 `�" l5-�` 13-6 12•�} 31•� 3 7-5 k 5-1 �3-� 1�-r}
<br /> REQUIRED BY SECTION R403.1.3.5,3 � � � � � ��`' �'�� - � � T
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<br /> � I � '� �' �— — — '` — LEG�ND � N
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<br /> VERT. RECNF. LAP
<br /> 30 BAR DIAS. 1'-10 1/ g'_3u 2�'-11 1�'2j� g' ,3„ 3'_0" 2'-0" 3'0" 3'-D" 2'-0" 3'-0" � �
<br /> 24 BAR DIAS.
<br /> 24'-0" 7'ON 5'D" 6'0° 5'-0° O lNDICAIFS DOWN SPOTS, EXlSI1NG AND NEW
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