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<br /> � 18" x 18 10 WAY BOT W �
<br /> FOUNDATI4N NOTES F""' W �
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<br /> +33" ELEVATION AT TOP OF CONCRETE —� LOCATION QF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDAT(ON DETAILS. � •� �
<br /> PROVIDE TIGHTLINE AND RISER BOOT � = O
<br /> +20" FINISH SLAB ELEVATION REFER T0 GENERAL STRUGTURAL NOTES SNEETS S1.0 & S1.1 FOR �
<br /> F.O.C. FACE OF CONCRETE ADQITIONAL REQUIREMENTS. 0 Q�
<br /> � GROUT REQUlRED � POST BASE o (�
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. -�
<br /> •••�••••••••••••• R-10 PERIMETER INSULATiON PORCH SLAB ON GRADE SHALL BE 3 1/2" MlNIMUM THICKNESS. ; �
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTlNG DRAINS AT PERIMETER OF ALL i Q
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRlER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL -
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FfLL COMPACTED �
<br /> 5w# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDiNG. � �
<br /> � 1ob No.: 13-47
<br /> , ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW z
<br /> r�--- HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/51.3 ADJACENT GRADE UNLESS OTHERWISE NQTED. � Sheet No.:
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