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T H R E A D E D i T H R E A D E D R O � � > T H R E A D E Q R O d- ," T H R E A D E D R O d- � N a N <br /> I I F O R H D U 5 ' HDUS ABOVE o ;� HDU5 ABOVE o ;� HDU5 ABOVE o M a o <br /> �_-_ _ _� I � � � � I <br /> ABOVE � : � HDUS 0'-0" , �n o �,-0" `n �' -1'-6" `n � O ' <br /> -7'h" P6 D2 � ' B- i B- B- i B- ' B- � Z <br /> � p 4 i ' H D U 5 I ; S1.4 S W S B 1 x 7 S1,4 ; ' S1.4 S W S B 1 8X 7 S1.4 S 1.4 � � <br /> � +0'-0' DU8 20'-6" HDUB ... ,... . DUS F1 ; � � <br /> � � 7 I - o -� I 7 I o - I 7 I - o � � � a V <br /> ' i: <br /> / I I ' \ i / \ � � \ I m '� <br /> ' __.. _.. . --._.__... i -3�/z"I :_ _. __..._.�. . ,_� _ __... . i j D2 � ���, � � D2 � �N f ' I D2 � y`v � m Z o � <br /> I I I o - I 3'/z" I �_ � _ ., I 3'�2�� I �_ � . � I 3'�2�� I �_ � _ � = o � <br /> STHD14 � 18 11 „ I I ; i 18 11 ' � CONC. I 0O 18 11 „ , � I CONC- � � 18 11 „ � I CONC. I � � � <br /> I -7�/2 I I N S6.0 D2 -7�h I SLAB � N S6.0 D2 �� I SLAB � N S6.0 D2 -�� � SLAB I N � <br /> � 2P3 S6.0 D2 2P3 L�------� TE T �-----� �------� L----� � � <br /> I o <br /> � L____. ____________________._____—_____— . . <br /> 3%2�t 2P3 ��_��� ��_�,� N „ 2P3 4�, 4,� <br /> CONC. 8,^3,� 3,_8„ ��_6�» 8,_3„ ��_6�,� 3,_8„ �,_���, 8,_3„ ��_6�» 3,_8„ �,_6�» � o <br /> SLAB <br /> � <br /> , � „ , � � , „ 1 �� , , , , � °' � . <br /> 11'� 4,_6" 7",6" 2�-9" 16'-3" 2'-6" 3-7� 1 -3 2'-0' 10-3 1'-10� 4'-0' 11'-4' 4'-0" 11 -4' 4-0° g II <br /> 6'-0" 25'-7�2�� � 99'-0° 15'-4" 15'-4" �5, "' d, <br /> � <br /> � <br /> 84'-0'� <br /> 127'-0° 0 <br /> �8" � <br /> � <br /> � <br /> BvILDIN � TYPE I FOUNDATION PLAN �' � <br /> O � <br /> . 1/4°=1'-0" BUILDING 32 � � ' <br /> � � <br /> �"� _ � <br /> W o ° � <br /> t/� � .� �' <br /> � � � � <br /> FOOTING SCHEDULE 0- p � � <br /> - � � � <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � � L <br /> L 0 <br /> ,� » �, (3) #4 EA, � � Z . <br /> � 18 x 18 10 WAY B4T W � > <br /> FOUNDATIQN NOTES ~ W � <br /> -F.� o <br /> •— � <br /> +33" ELEVATfON AT TOP OF CONCRETE --� LOCATION OF DOWNSf'OUT: REFER TO SHEETS S6.0 FOR TYPfCAL FOUNDATION OETAiLS. � � � <br /> PROVIDE TIGHTLINE AND RISER BOOT � � O <br /> +2Q" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1,1 FOR � <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. ,J O Q� <br /> � GROUT REQUIRED @ PQST BASE ' o � <br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. J <br /> ••••••�•••••••••• R-10 PERIMETER fNSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS, • m r <br /> - REINFORCE WITH 6x6 W9.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROV(DE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � a <br /> � SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6 FREE DRAINING BUILDfNGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL - � <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SO(LS OR STRUCTURAL FILL COMPACTED w <br /> TO 95% MAXIMUM DRY DENSITY. � — � � <br /> sw# SHEARWALL TYPE - RE�ER TO 11/S1.2 FOR SLOPE EXTERIOR SLABS 1�8"/FT AWAY FROM BUILDING. � �ob No.: 13-47 <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EQGES SHALL BE 18" MINIMUM BELOW ' <br /> �� HD # HOLDOWN TYPE - REFER TO SCHEDULE 6/S1,3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> m F28 <br /> , <br /> � <br /> Sheet Order: A B U F R E S D I � � <br /> _ <br />