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<br /> RETURN END 4 1/4" MAX
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<br /> 4X4 PT POST
<br /> 0
<br /> PSS44A ZMAX o 0 1 " IN ,
<br /> / BASE 1" NOSING �
<br /> ADDED 2X6 STUD 16" OC
<br /> 10" DIA CONC. PIER EXIST STUD 7/16"OSB •
<br /> / 2X4 16"OC r ,
<br /> �--- R-4 RIGID INSUL
<br /> I ( 2X6 BLOCK 1/2"GYP BD M =
<br /> I ( � SCREW 2X FILL �
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<br /> 2-#4 VERT SDWC 15600 �
<br /> z � W. 90 DEG BEND @�"OC
<br /> � ' I A35 @ 30"OC 2X8 JST EXIST '
<br /> � . 18X18 X 8 CONC FT'G � 2X12 PT{3)
<br /> � W(2-#4 EA WY ExIST 2X6
<br /> � SILL � �`'-- 5- 1/4 X 3 SDS HD SCREW PT LUMBER RISER
<br /> m°-/ .��- ' ------ RETROFIT URFP AT 6 FT OC. 3000 PSI
<br /> 3 CLEAR CONC. '
<br /> �� EXIST 6" %,' ,, ~'------_t2� 1�2��DIA X 2 1/2"ANCHOR BOLT 2X4 PT � ' '
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<br /> �o � , HANDRAIL: GRIP: 1 1/2"-2"DIAMETER
<br /> 5 5 5 5 � � 3" :� � 1 1!2" CLEAR SPACE TO WALL �
<br /> 4 4 4 4 4X4 PT 2X6 PT @ 16"OC �i
<br /> EXISTING 6"CONC.STEM WALL 10'-10" � 5'-7" 11'-0" 3'-7" 10" AT OPEN SIDE OF STAIR, SPACE BALLUSTERS TO PREVENT PASS GE
<br /> 9,_�„ _ _ _ I _ OF 4 3/8" DIA SPHERE.
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<br /> 4 MIN � I I I I � � .� o .
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<br /> � U �r 28 �P 10'-0" Q
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<br /> BASEMENT: 90 SQFT BEAM,POST&CONC.PAD PER FNDN PLAN p � �
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<br /> EXISTING HOUSE STFtUCTURE 'SIMPSON'S712 OR EQUAL �
<br /> AT BEAM SPLICES.SPLICE OVER POST m m m m ��
<br /> \�— PROTECT POST BASE WITH 90# �' °' � °' � � Y
<br /> NEW WEATHER STRIP � 3 U °3-' � � ,
<br /> SUPPLY DUCT EXIST FLOOR DRAIN STEEL INSULATED DOOR FELT IF POST IS NOT PRESSURE TREATED o o � � N � .
<br /> 3/4"PLYWD GLUED AND FASTENED
<br /> FOUNDATION PLAN FLOORSHEATHING '
<br /> 4X8DF2 ''
<br /> FIRST FLOOR
<br /> HEATING OPTION 4: ONLY 10 FT OF RETURN AIR R-8 INSUL z
<br /> AND 5 FEET OF SUPPLY AIR R-8 ALLOWED � (�
<br /> W CRAWLSPACE. N . '
<br /> PROVIDE POSITIVE CONN.TO INSURE AGAINST W � � �
<br /> � � �� UPLIFT.BC GAP OR 2-2X4 SCAB W/(4)-8d NAILS 0 � CO
<br /> CONCRETE PADS EacH ENo,BOTH SIDES = W Q � � .
<br /> R-38 FG BATT �� � z U � � r"
<br /> 18 X 1$X 8 � , � ANCHOR POST BASE TO PAD WITH � (� �j �
<br /> 1$ ! � � SIMPSON POST BASE OR EQUAL. <C r, � �
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<br /> �' g (2)A35 CLIPS N �
<br /> CRAWL � . `� J � � �
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<br /> . � — —.o. � � .;
<br /> 24 W!(2)#4 EA WY BASEMENT �� EXIST EXT. GRADE M O
<br /> � 1500 PSF UNDISTURBED SOIL BEARING �
<br /> � � G
<br /> ,, NEW SUPPORT BEAM � _ � . �
<br /> REBAR:ASTM A 706 0 �
<br /> .— ' � 2X6 STUDS, � � CONC:2500 PSI MIN 40 KSI �r �* .
<br /> —� 1 "OC R- 1 FG BATT � � • •
<br /> , 6 , 2
<br /> � � R-5 CONTINUOUS INSUL s, _ �
<br /> •'� 1l2"GYP BD. • , '_ .. .,- �:��,.
<br /> EXIST CONC. , � � BEAM,POST&CONC.PAD PER FNDN PLAN � -
<br /> .
<br /> � � 'SIMPSON'ST12 OR EQUAL / � � . �
<br /> 2X6 PT SILL � AT BEAM SPLICES.SPLICE OVER POST 197 ECI���� `W �
<br /> EXIST SLA FEL�TTIF POS�TSS NOT RESSURE TREATED � ��v O d a> �
<br /> > O '
<br /> � , � 3/4"PLYWD GLUED AND FASTENED � K RT V�II�� D�Tf��I�� C, W � �
<br /> FLOOR SHEATHWG S TE OF WA3HINGT0�1 � Y �- �
<br /> 2X BLCK'G ' ,� � � L1J �
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<br /> 0�0 W � � ;4
<br /> � SECTION AT BASEMENT � N �
<br /> PROVI E POSITIVE CONN.TO INSURE AGAINST �
<br /> UPLIFT,BC CAP OR 2-2X4 5CA6 W/(4)-8d NAILS
<br /> EACH END,BOTH SIDES
<br /> �
<br /> � � •
<br /> �- ;� .
<br /> �
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<br /> � ANCHOR POST BASE TO PAD WITH o � �
<br /> � � SIMPSON POST BASE OR EQUAL, a ° ,�
<br /> N (2)A35 CLIPS scale
<br /> �
<br /> Sheet Scale
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<br /> Drawing No.
<br /> M � 1500 PSF UNDISTURBED SOIL BEARING "�'
<br /> r ' ,
<br /> NEW SUPPORT BEAM °f , �
<br /> � CONC:2500 PSI MIN REBAR:ASTM A 706
<br /> 40 KSI
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