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;;;, <br /> 87' <br /> 2�' �' <br /> .-� .. <br /> : .�� <br /> STHD14 THD14 STHD14 STHD14 STHD14 A <br /> � LSTHDB t <br /> � I � �� � <br /> : I <br /> I ( <br /> � I I <br /> i <br /> � , �.�.�. - ;: <br /> LSTHD$ � ���: �� <br /> Q� <br /> I <br /> pa�ln 4"Concrete 51ab '. ( O <br /> Gas Stub for future I �. � � <br /> �onc, g i Hydronic Radiant Heating I �. �°- � <br /> free standin Fire I as,Stub <br /> I � 6x6 10/10 WWM '� <br /> Piace-verify w/Owner ; �t Fi place 3 3X 2 � . <br /> � I 2" R10 Rigid Foam Insulation I •� POPCfI <br /> � �� O/6 Mil.VB, Black Conc. �3"�' � <br /> I <br /> I , � � <br /> f O/4"Granular Fill �����`� 1'6}L}I;( E Ct� � <br /> ! .FZSThermal Break @ edge /Z,/s� z <br /> � ! , I �v�o � ��� �, <br /> � � <br /> � 3x x12 LSTN 8 I � � - <br /> � Ry10 � � . � �> 1'-1 1I2" �8,���, ��_9�� ��,�3,� 1'-`1 1/2° � � ', <br /> 3-#4 � � � � . � � t� <br /> � EW �'\� Dowel exterior Slabs Dowel exterior Slabs Z � <br /> ( to fdn walL to fdn walL � � � <br /> Porch - � <br /> .. � <br /> #4 x 24"lon9 @ 24"0� #4 x 24"long @ 24'bc - ���� . .� <br /> I ,�. "-' J . <br /> ! �OI�IC. I� Typicai Typical � � <br /> � / �� - .�. � LSTHD8 Q � � <br /> � ��,f�. ��- � � I "����� "� '�/�'� �'-�" F-1 additionai � g . thi enededge z � 0 Q <br /> , , �-- I �s an thickened ed e � _5 . v � <br /> �1 � . rebar per detail � . .: ` . • , ` Hot/Coid U � V3 > <br /> .. > <br /> 14•�� � �� ' (D ain&water zurrtfo�tint,�-at cbvrs c�mi-fo ' t�vvrs' �' � <br /> --� ' I F-1 additional C <br /> � <br /> i LS HD8 �� ___. HDUZ- Hose Bibb W <br /> � .� <br /> ��., rebar per detail ---- -- � 'a= �.. � � (� � - <br /> 151 I �, 24" �-- � x3x12 I :� ( SDS2.5 � s— <br /> Foundation Notes � � . ;� � � ' . � � <br /> . � . <br /> � I� 24" FOOtlfl dw �s�n ° 3x3 12 sink y� � � � N Q� <br /> I � � ' <br /> � �i� � � � I ;, I LSTMD8 � � N W <br /> 1.A safe and clear walkin ath to site and formwork. W�� � � � <br /> 9 P ` �': this wall �W ( � � pt onal <br /> 2.The footings are constructed per the approved plans. R403 � � �° �W C� � <br /> Footings don't bear on frozen soil(ACI 318)and all footings � f I �— � I "�" �,.: loor drain ' I <br /> ., .. <br /> _ .;.. . .. ; ., ,., .. : ,. . �. , .. ..., , . . <br /> � � <br /> � .� ,• . 30"gas ': , <br /> shall rest on firm, undisturbed native soil. Ho e Bibb L�$ See sheet A-5 for all �3 A-�� �-.�O , <br /> ' ran eto � " <br /> 3.All loose soil, mud, or water is removed from fhe bottom of �i �� Ref 9 P - c� I " �� �� � <br /> ,, I plumbing locations �� �... �,,�� _#4 <br /> the footing. Debris,water and/or ice removed from spaces to Water r � <br /> , EW <br /> be occupied by concrete. R403.1 &ACI 318 26.5.2 I G � � I �� � � , <br /> I � <br /> j; — ,: � _ I ' <br /> 4.Top of the wall will project a minimum of 6"above finished ; STHD8 � '; '. �a��1��4° CotlCt'ete Slab � :. I STHD8 <br /> � <br /> . � • ` <br /> � <br /> 2 I O/6 mil. VB I � . <br /> grade. R404.1,6 <br /> ', ; :�' .., <br /> ;` �8°conc stem wall � : �. _24° Footing <br /> ( • A-1 U ` . ; <br /> � � �= O/4 compacted fill. '• � <br /> r . <br /> , <br /> on 16"x8"footing � .--�� b � w-�1l-en a-6-'�uX1 '�'�ip fi� I ' '; this wall °'• � <br /> I �� „ � <br /> � � � `�; 51ope 2 - 3 to Vehicle Doar :.. <br /> ee! <br /> 0 <br /> � � 5'x5'x12"ftg :., ( � � <br /> Concrete Slabs on Ground I � ��:�.��,�k���.��_ �..:�����;¢.�,��. .,�,.r �.:���� _��� � I . _ . <br /> : 4 <br /> �: •� ( . . �' . <br /> IRC Chapter 5 SECTION R506 ,-, I � � W/7-#4 bars EW I •' � 'c� <br /> LSTHD8 r�nk . 'a ;`� LSTHD8 � � � � <br /> 1. R506.2 Site preparation.The area within the foundation I • I � ' I ' <br /> , : :� L .� � � <br /> walls shall have all vegetation, top soil and foreign material '. - � ;�." i �'� I .. � � � <br /> t� I <br /> t�ouz- � <br /> removed. t�1 I ��'�' �y ( SDS2.5 IRC R602.11.1 Hot-dipped-galv. � � �' � � <br /> 2. R506.2.1 Max fill 24 in. clean sand/gravel or 8in.earth. :� I � -_. W ,� I • fn ;�, � � <br /> I ; — � '�I�� � I steel plate washers a min.ofi ; I � C � <br /> 3. Below grade slabs req min 4-in. base course R506.2.2 , N W - <br /> ' -� { j�„ � ;� 3"x 3"x 1/4"m u s t b e u s e d o n ( ' � � Z r. <br /> 4. Min. 6-milpoly or approved vapor retarder req'd R506.2.3 , ,.: . .. � ' '� � � ' � <br /> .� �— ink �Ir drain r, . .:, .. , °`: each anchor bolt. � � d � "` < ,, <br /> Exception:The vapor retarder may be omitted: �'� :� � SHWR � -` I .� I � co ' <br /> � I SHWR @ Washer -' ti <br /> 'trough sink - "� � <'`'� <br /> -Garages and unheated accessory structures . ( I �� --� verify location C� '���� •��� • �✓ LSTHD8 _ Ur h � <br /> - Unheated storage rooms<70sf&carports I ` � I I � J� � �: � � N � <br /> . <br /> : <br /> _, cfl ... <br /> ( � . - . . ./ — I m L1.1 <br /> ,, .: . ,� . :.� .�.� .., m� <br /> I < :; .. _: : •� . • ..::�... � • . . i . OCCh �� o t ickened STHD8 <br /> , , ..., <br /> : , . . . :.. : P � •: <br /> _ d <br /> . ` h' <br /> : ;" � -- � : <br /> , , .. - Shower area. slip Conc. `� � ,�� - L <br /> I ( LSTHD8 STHD8 r" ' �� <br /> Wood in Contact with Concrete � <br /> resistant coating at '' ° '� <br /> I �-- . , <br /> 1. Foundation plates, sills,and sleepers on concrete,which � `,:` ( conc floor-T ical x12 Hot/Cold Hose Bibb C°�� <br /> ',= ( P II€�TAL-----\\l;°` � YP at daor LSTHD8 �.� <br /> are in direct contact with the earth, are to be treated wood T�B �,+f/2_ Vacuum breakers O <br /> I .�,� � LSTHD8 . <br /> or wood of natural resistance to decay. R317.1.3 � I , ,'- <br />