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<br /> NOTES: �
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<br /> 1. SEE ARCH FOR DIMENSIONS � Z � �
<br /> 2. SEE SNEETS S3.X FOR TYPICAL CONCRETE DETAILS; SEE SHEETS S4.X FOR TYPICAL WOOD FRAMING DETAILS. � Q ��
<br /> 3. � INDICATES HOLD-DOWN TYPE, SEE 1/S4.2 FOR HOLD-DOWN SCHEDULE. � .� � � •
<br /> 4. FOOTING SCHEDULE: � � z �
<br /> F2.0 IS 2'-0"x2'-0"x12" QEEP W/ {3) #4 BARS EA WAY; �
<br /> F2.5 IS 2'-6"x2'-6"x12" DEEP W/ (4) �4 BARS EA WAY; � � � � "
<br /> F3.0 IS 3'-0"x3'-0"x12" DEEP W/ (4) #4 BARS EA WAY; .,,,J � � m
<br /> F3.5 IS 3'-6"x3'-6"x12" DEEP W/ (5) #4 BARS EA WAY.
<br /> F14.Ox4.0 IS 14'-0"x4'-0"x12" DEEP W/ (15) #4 LONGITUDINAL BARS & (5) #4 TRANSVERSE BARS. � ^�' � �
<br /> 5. SEE ARCH FOR INSULATION BELOW SLAB-ON-GRADE, IF APPLICABLE. ` V W +-�
<br /> 6. �8" RAISED STEMWALL SHEAR WALL HEIGHT SHALL NOT EXCEED 5'-6" IN HEIGHT. W � > �
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