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<br /> 87'
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<br /> STHD14 THD14 STHD14 STHD14 STHD14 A
<br /> � LSTHDB t
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<br /> LSTHD$ � ���: ��
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<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
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<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�
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<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 �� � � ,
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<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 �
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<br /> ( � . - . . ./ — I m L1.1
<br /> ,, .: . ,� . :.� .�.� .., m�
<br /> I < :; .. _: : •� . • ..::�... � • . . i . OCCh �� o t ickened STHD8
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<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 , ,'-
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