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<br /> �/�48ARS �4"D.C, EA �AY 1. PCA�/S SHOULD BE RE�IE{�£Q BY ALL SUBCONTRACT�RS PRIOR TO STARTIN�
<br /> _ � f.._. — � �_ � CONS�UCTION. lF DISCREPANCIES EXIST PLEASE CONTACT ARCHITECT OR �
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<br /> ;, I 2. ALL CONCRETE FOOTINGS TO REST ON FIR�UNDISTURBED EARTH �ITH r�lNl�U�I � �:
<br /> , "� ���� ,� �� N f,600 PSF BEARING PRfSSURE, REFER TO SOlLS RfPORT�HEN REQUIRED, �` �
<br /> '�--- - --� �-- - --J � 47'_p� 3, CONCRETE CO,�PRESSI{�'STRENGTH F'C = 3,D00 PSI, GRADE 40 � �
<br /> , � 6 � 11'-0" 17'-p" REINfORG'E�E�1T � N
<br /> 19-0 4, A1L {�OQD lN CONrACT{�TH CONCRETE, �ASONRY, EARTH, OR fXPOSED TO � �
<br /> o ��RER ALLLDI�NSONS AND�ELD �ONDITIDNS ``°'` �
<br /> ' � 6. PRONpE TE�IPORARY BRACING AS REQU/RED UN111 ALL PERr�ANENT � 00
<br /> � � �4 TIE BARS �24"D.C. E�BEDDE� -31/2
<br /> ;' PA Tl0 18 ON TNE FOUNDATION AN� SLAB �+yM J n CQNNECTIONS AND SIIfFENINGS HA►�E BEFN INSTAILED. C� d
<br /> � 7, ALL ISOLATED SPREAD FOOl1NGS FO BE 24�X24HX10H�1TN (3�#4 BOI70�A EACH � �
<br /> PT 6X6 POSI' �AY TYPICAL U,N,O. � a�
<br /> 8, CONCRETE PROTECIION FOR REINFORCE�ENT,� (� �
<br /> �I A. 3"cAsr AcAiNsr EAR� � m°
<br /> — — �- ( I q R B, 1 1/2"EXPlJS'ED TO EARTH OR {�EATHER, � �
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<br /> ' f „� � -'' } � " C. ,3/4H NOT EXPOSED TO EARTH OR {�'�ATHER, -�-+ -�
<br /> R � .• .— :a-�-= . — .- � � — _ .. � � � � � 9. METAL FRA�NG CONNECTORS SPEGFIED ARE�IANUFACTURED BY THE Sl�IPSON (� �
<br /> I N
<br /> _ Q :i � _ � o � _ � #� _ s ^ CO�PANY. SEE LAIFST CATALOG EOITION, INSTALL PER SPECS. USE ONLY ,� �
<br /> ( � o o X Q � I� — � + �.� EQUII/A[ENT SUESTITUTIONS U o
<br /> °=I _ �` � � � _�_�'" �� - "' p ` °' — �'`G I 24"�x&" CONC. PAD, TYP, U.N.O. 10, ALL �ETAL CONNECTORS SUPPORTED BY PRESSURE TREATED MATERlAL SHALL �' N
<br /> r � � � � ��, �� � � ^ T �., 4x4 P,T. POST(TIE TO POST{�/A36) BE Z�AX (G186 HDG PER AST�AE53) OR EQUI{�ALENT AND FASTENERS SHAIL � cv
<br /> I � - � � _ ` � �. ��'� 1 —_� -1 .„ !°� TIE t0 B�{�/BC4, TYP,U.N� B£PER AST�A163.
<br /> r.r _ ; � R �--��—^ � R �-�-� � � � R 6 6 ��2 11. ALL FRAr�E NA/L/N6 TO CO�PL Y�JTH TABLE R602.3(l), 20�5/,R,C. B�OCK ALL
<br /> • �- i - � - � - o � j , APA RATE� SNEATHING ED�ES AND NAIL {�'ITN 10d AT 6 O.0 TYPICAL, U,N,O, ON
<br /> ' I I •' "' �- n`' _ � n`' v r`' �.• I SHEAR {�A11 SCHEDULE, t�AlLIN6/NTO PRESSURE TREATED �ATER/AL SHALL BE d--
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<br /> ', � � I ...� - � � � CRA SPAC�� �� � � �� } � ' } HOT-DlP GAL�AlyIZED PER AST�I A153, n W o
<br /> i _ / , � �{� i � _ � � ___�� I . A�1 ��H 0►�DE 14 X7 FOUNDA lION {/ENTS �ITH 1/4 �ORROSION RESJSTANj�IRE �
<br /> � � I � FLOOR JSTS & � � ( �
<br /> : �l , 12 ELO BEA�S,_PRD�I�E a, '� � _ FDUNDATfON �ENT CALCULA�JO�/� �--
<br /> �- �,: (-� ' L GRO N4 C0�£R, LAP SEA S � �; T- :�' �' � �; ` I � TOTAL CRA�1 SPACE AREA,� 883 SF, � �
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<br /> I � - , 1 - , �; � I i �I l , � �` R - I ' ( STE STE AQl l�NT ARfA REQD• 883 S,f,/1�0-5.89 SF,
<br /> I � � � � (ASSU�E,51 S.F. NET �ENT AREA PER !IENT.) � �
<br /> - �--T�---- - �� - �- —�.,— = I _ _._ T �0, �E'NTS REQD,; 5.89 SF,/.51=11,64=12 ►�ENTS � �
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<br /> � �, � � � � �; x :"( 18 ON THE FOUNDATION A�D SLAB ; �c�p �r�� ��� ��� 1��� �� ��.� �� ��a.�� a� �� ��sd ��� �� ��p ��^ ��.� ���
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<br /> R403.1,3.6,1 REINFORCE,�ENL FOOTIN6 AND STE�{�AtL REINFORCE�ENT SHALL COMPLY�ITH S£CTION R403.1.3,5,f THROUGH ' � � � �,.�.� � — �. — — — — — — ��,,� ��_� �� � 7_� ��.� ��_� 1�_Z � ��.� ��.� �z_� ��_a �7_� ��.� $�:� ��_�
<br /> R403,1,3.6.4. � _ `� � �� I} I AD1 (Q «i � t���ig �.�t�;e: ia-2 ��-iQ iz-� ia-3 ��-c� ��-� ��-� �tia-,a z�-�� �i�-ti� ��-� i�-� ��-�� �-� �z-� �4-�
<br /> I o � 1:: _� �`H� 3 � ,� � ���u. ��-�� �z-� ��-�s� ��-� ��-� �r� ��-a �a-� ��-� ��-� ��-� ��-� i�� �z-� ��-� ��� �
<br /> . ,.� � ,a \ o �,- � I r` �� ND �"Ha� l�D H ��.� ���d ��-7 �fi-�� ��-�o ��-� ��-+� ��-�o ��-� z�-� �s-�a ��-� ��-� ��-� ��-� ��-� �a-� �
<br /> R403.1,3.5,2. TNf CENTRAL OF {/ERJ7CAL REINFORCE�ENT�N STEM}�AfLS SHALL BE LOCATE� AT THE CENTERU E Of TNE{�ALL, __ . .-o ,G. -�
<br /> � .,`�� - ( AD1 �`�' t�Q_� ,�-a ��-o ��-� ��-z ��=�r� �� ��-�o iz-� z�-� ��-a� as--� ��-� z�-� v�-� �r-a� ��-a
<br /> HORIZONTAL AND �E'RIICAL REINFORC�MENT SNALL BE lN F04TlNGS AND STE��ALLS TO PRO�IDE THE�NIMU�CO�ER =- � -- ,� �� ,_ � I � � �¢-� ��-� �� � �-� ��-� ��-� ��-� � ��� ��� ��•� ��-� ��-� �'�� ��-� ���� �
<br /> REQUIRE� BY SECIION R403.1.3.5,3. �L:-`,"- �`� q _ � ���"- k i � �' � N
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<br /> R602,10,11 C�IPPLE{�ALLS SHALL BE COr�STRUCTED ll�ACCORDA�CE �JTH SECTION R602,9 AND BRACED lN ACCORDANCE�ITN o ��'— - - � µ� � � R ETAIN�N� �ALL �
<br /> THIS SECIIOrV. CRIPPLE{�ALLS SHALL BE BRACED �ITH IN£LE�f6TH AND �ETHOD OF BRACING USEQ FOR THE j�ALL ABO�lN �+ � � � .: .- �` .�<< � � � SLAB FOR ORCH ''°�
<br /> ACCORDANCE �ITN TABLESR602.10.3(1) AND R602.10.3(3) AND 7NE APPLICABLE A�JUST�IENT fACTORS IN TABCESR602,10.3(2) ? �0 L � _ _ J �
<br /> OR R602.1D,3(4,RESPECTI�E'L Y, EXCEPT INE LEN��N OF THf CRIPPLE{�ALL BRACING SHALL 8E MUL TIPLIED 8Y FACTOR OF 1,16. ��` ! 8 `�� - -' — T 4-D �
<br /> �f/ERE�YPSU�y�ALL BOARD lS NOT USED ON THE//yS/QE OF CR/PPLE�'ALL BRAC/NG,TNE LENGTH ADJUSTr�£NjS FOR T�/E '
<br /> , .
<br /> EL/,��NAT/ON OF THE GYPSU�,��ALL BOARD, OR Et�U/�ALENT, SHALL BE APPLIED AS DIRECTED IN TAQIE R602,10.3(2)AIyD '��� T'-5 1/�" �
<br /> R602.10,3(4) TD THE LENGItI OF CRIPPLE y�ALL BRACING REQUIRED. TN£ADJUSTtiIENT SNALL BE TAKEN lN ADDITION TO TN£ 1.16 L E�7 E I`I D �
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<br /> 3'-DN 2�0" 3'-0� 3'D" 2'-0� 3'0" 9'-3� 1'-7" 9'-3" -1'-10 1/2" � INDICAT£S POSTS OR 2x6 STUDS � (�
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