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<br /> 1. SEE ARCH FOR DIMENSIONS � �
<br /> .�,� y ' 2. SEE SHEETS S3.X FOR TYPICAL CONCRETE DETAILS; SEE SHEETS S4.X FOR TYPICAL WOOD FRAMING DETAILS. � �
<br /> ,,�' 3.� INDICATES HOLD�DOWN TYPE, SEE 1/S4.2 FOR HOLD-DOWN SCHEDULE. � � � � ..
<br /> 4. FOOTING SCHEDULE: � � � > .
<br /> F2.0 IS 2'-0"x2'-0"x12" DEEP W/ (3} #4 BARS EA WAY;
<br /> .� ry 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; ,� � � �
<br /> � � F3.5 IS 3'-6"x3'-6;'x12" DEEP W/ (5) �4 BARS EA WAY. � r � �
<br /> F14.Ox4.0 IS 14 0 x4-0 x12 DEEP W/ (15) #4 LONGITUDINAL BARS & (5) #4 TRANSVERSE BARS. � �d vr
<br /> � � 5. SEE ARCH FOR INSULATION BELOW SLAB-ON-GRADE, IF APPLICABLE. ' ! ' ` � W �
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<br /> 6.�8" RAISED STEMWALL SHEAR WALL HEIGHT SHALL NOT EXCEED 5-6" IN HEIGHT. � � '".
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