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---- _ -- __ <br /> � � � � . <br /> � � � I/ �� � <br /> � � � � � � � � 11 , 098 ` � <br /> \ I <br /> � <br /> � .� , <br /> �. � <br /> � <br /> � <br /> PT 6X6 POST ` � <br /> �9��� EPB66PHDG USE FOR CAST � � <br /> ; �., <br /> lN PLACE INSTALLA IIDN N O T E S '� �`` � <br /> 3-0� 5'-31/2� ,3'p" 5'-31/2" ,3'_p" (3)36uSQ X12° THK FTG � � ' <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, �.. <br /> � � <br /> lNCREASE. 8. CONCRETf PROTfCIION FOR REINFORCEMENT = � o <br /> A. 3"CAST AGAINST EARTH. ' <br /> .O <br /> � — — � a <br /> R ° ' — B. 1 1/2"EXPOSED T0 EARIH OR WFATHER. � -� ~ <br /> �� is� ... _ _ } • � � ..°� � __. , `; , � :,�<; C. 3/4"NOT EXPOSED TO EARTN OR WEA INER. +-�+ cov <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 (� <br /> o � or o <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 <br /> 0 <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 <br /> — — . ^ ^ - <br /> � � : .°' - _ � , ,-- '� � � � II I I � a INSTALL FND. IiENTS IN RlM JOISTS WHERE�ER � 0 <br /> , .._ . . . . .. .:.. <br /> �--r -g=�--,�-=�- <br /> � ' ' � � -�C— - o , - I � �i POSSIBLf. INSTALL AT LEAST ONE I/ENT lMTNIN THREE fEET OF EACH BUILDING � Q <br /> r — - - N - - - - - - �� � � � � a � o � <br /> I .�a.. � � �� �� �� _ � _ � _ "° ( � CORNER lF PRACI7CAL C� -��- <br /> � � � � ,,ti���" ( � u /� �� /�, �� 2 W � � <br /> ,' Sg I `� - - '� - —; � - ADl � I— <br /> f ;i'•° � � \j� \ � I � �- <br /> N <br /> t N 1 = - - - - � � <br /> � t � ( Q, h — - - . � 1'61/2N ,3'p" 1'31 " � o 0 0 � W <br /> A i t� �-- �- — — — � ,, `� �� <br /> A1D I ; 4"CONC. SLAB, � '1: � �� ° � ��_� 1�� <br /> �� I � ALL JOISTS TO BE � � > <br /> I {:' � 2" THERMAL BRE I I ��� ~ - ��` - :� � I� 10 F 2 � 16"0.C. � <br /> y, � <br /> � � i � � , ( � � / ---- � a � W W <br /> �" � s��8 I � _ � _ � s '� � A � „ � ( n <br /> , u �� , s V j 4 I `� N � � � I �J / U <br /> 2-o !�i �3-o m � � �oo riNc �, � �i- i. _ R � �- -- - - � i i � <br /> 15: 10 R 42 X42 X,� P I I �k � � i � CRAWt SPACE ACCfSS �.. � 502.10/RC2015. Q <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 / <br /> �: . �:, j / �- ��, � <br /> � C, } r,,�� � � J I:� .�ivccE. �o� ur���a� <br /> 2 :: ( � � 3 6� � I � _,. . : i � �, - � i � \� �a � 10 I . A �o��An ��n�c� �et� <br /> A08 I I .. I � `o . — - <br /> N Z / � [?e�si�n�Crite�ia: �titru 9����- I�Ih�.�,�a r.�.ft,�J��n 1����,I�a:� d�1t� ,��r 3q It.fi v�fr_�d. <br /> � — —R ,� ,�' A�� t]�l.Kr_t:t:c�•i-�imit�r:�in��iri tn iricrik3 d�nr3:�.:3 t�'�'�ftr lase I��a<.�ar�j: <br /> � . a � � � <br /> � � 1 � p�2� 3�6� 9�8" � _ � _ �+- � �.�" -- - =� ----- I Span(feet��t i�i��) <br /> y _ ._,. <br /> � � ° <--• - <br /> � � 4"CONC. SLAB, W/ `j: ��� � — — —� � — I 2x� �ri� 2x1� �x14 <br /> � —��:- �:- � ' - �` 5 eci�es t �n��r <br /> I:� � 6X6, W2.9xW2.9 W.W.F. 0/ �4 ]IE BARS �24"0.C. EMBEDDED ° - , �Q� - ����"� - � -'� C . p <br /> ° #� �'+�t�l� (�'�"$q�� 1'1" 1&" 1$_2" 2d� 12." i6" 1J_2" 2� i2� 1$" i9.'�" 2�i" it" 16" 1$.'�"' �A" <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�-/ <br /> g '�' I I DGugld� ur�t.�truc. 35-[! t3-7 72-1U 13-tt 1�3-� 17-A 1�,-�4 !�-2 2?.-3 21-� 1'�-'til �8-5 27-<I 2t-1U �3-� 21•+i <br /> I � •` I " ° �If-LarCh t:$B1r. tA-8 f3-h i2-� '13-8 'I+�-� 17-�d `IEi-�1 i�9-� 22-t4 20-� '19-'t '17-'I 2fi-t� 23-�b 2t-0 1'9-i <br /> � ( — — — ^ ' <br /> I �� � STEP 4 STEP .� - - �� � _ _ � _ €��_� i�-� ��6i �a-� 1�,� 1�•� 1�•� ��-� ta-� ��•n ��-� 1��� i�� 2�-7 z�•� ��-� 1�•� <br /> . : ' ' a . ` 3,�, a' I ;, I q hlr�.2 #9-� f�-9 ti-8 1�J-5 1l3-[l j5-7 'I�4-`'� t2-�J 2t,�t'1 �1$-1 1�-E7 14-f� 13-A 2Q-3 �8-5 '1�-� <br /> �.' u . , , : <br /> I , AQ� — � � P�lt�.:� t1-S �J-�3 6-11 8-q 13-� 97=t1 1p-i1 �-� 16-� 9�•8� 12-7 it-3 57-1� t$-� �:i-1 12-7 <br /> ( �. � — — — — — — — — — — � I / � rr d�iu�l�s a.et.�`I�t.ic;. 13-� i�-� ft-7 1#I-� 1T-� 15-� 1,}_�3 t3-A �i-� '1�-'� 17-ii `1�-� 29-8 2�-5 2f-`I 1�-7 <br /> �^ _ �;` � ��3 , � i�t , o FiC-�bufh hlC�.� 73-� t2-{1 ti-3 �D-6 1+6-�[9 15�3 1�-5 t�-11 �t'�-� `it3-f1 7�=� 1�f� 23-8 2#J�Q 3F�-� i�s-� <br /> . . ' . - "' I — — � � ^ EVV-2 92-7U 11-8 t7-4 10-2 1$-� 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 <br /> ;: Q N <br /> � I � '� �' �— — — '` — LEG�ND � N <br /> ,, 5'RETAINING WALL $ o �;� � <br /> � <br /> � � I I � ' � � [� lNDICATES POSTS OR 2x6 SIUDS � z � . <br /> I I � CONCR Tf STAIRS ON GRADE — — � — <br /> N —� �\J �,�� �6�0/C ON P.T. 2x6 SILL O p <br /> o• , . <br /> � � � A0� � lNDICATES N�W CONCRETE STEMWALL Q <br /> — � ��8u A04 � W <br /> lNDICATES LDOWNS � z I"" <br /> DOWELS TO MATCN � SEE SHEE Sl R SHEAR WALL SCHEDULE � Q <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 <br /> HT2V T � D.S <br /> IlE TO EXISTING DRA/N SYSTEM <br /> 47'-0" <br /> REINF. TO � � � � <br /> MATCH FTG. a � Q � o <br /> REINF. � � � � <br /> > � ..p �_I=1 I I��I <br /> . o � . —I I I— i <br /> . . . II1= <br /> � �� � � . �o � � I I 1=1 comments <br /> � - __ � I i�I I I; � 0�/25/17 <br /> � I I 1-1 I 1—� � � -1 I i i <br /> � .� � I=I I �� 3" CLR. TYP. <br /> ��� <br /> ° 1=1 I �� . <br /> s��`�e},.� r* <br /> `T _ _� ( I� NDISTURBED EARTH �X� ,.� � �`�,. � <br /> - I I.I- �J1���� <br /> _� I 1-1 I —I �—� � �� _ , „ f r--- �, � <br /> ��r�r �r"A04,��f�"`w� <br /> � � V— 2 —� /�-•1� �.�! j ..�.✓ <br /> < +;` 3 ✓ <br /> 't� <br /> T T= FOOTING DEPTH � / �"' ��:�� 'p��{ <br /> � � :� <br /> _ 1 <br /> ���'G�� , .�� <br /> FOUNDATION PLAN �� ��� ..L <br /> �.� ��N,,:,�...a��za <br /> � TYPICAL STEPPED CONC. FOOTING �����:``` �'�`��� � <br /> „ _ , „ ����1��,���� . AO3 <br /> . scale 1/4 - 1 -0 �` ���; <br /> t� �� �� <br /> ___� <br />