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/ 1LA <br /> • R-10 EXTERIOR INSULATION ALONG 2 X 10"JOISTS <br /> PERIMETER OF SLAB TO BOTTOM OF AT 16"O.C.MAX. <br /> FOOTING(PROTECTED ABOVE GRADE) <br /> 2500 PSI CONCRETE FOOTING <br /> AND 4"SLAB <br /> FINISHED a AND 6 MIL.VAPOR BARRIER <br /> 'a ° ', (2)2 X 12"GIRDER <br /> � r•° (2)3/8"THRU-BOLTS <br /> ��`i��j��`Aj/. ' d ' AT 16"O.C.(NOT SHOWN <br /> CT' ' �i�i� FOR CLARITY) <br /> �'' \ <br /> Air DUAL VAPOR BARRIER SIMPSON STRONG <br /> e WITH R-10 INSULATION TIE FACE MOUNT <br /> t I "BLANKET" MINHANGER-TO MATCH <br /> #4 VERTICAL/BENT REBAR FLOOR JOISTS <br /> !�I�I_"_ SIZE <br /> 3" CLR. �-- AT 24"O.C.MAX. 1111111L. <br /> a VIRGIN SOIL AND/OR ;........is,,,. E <br /> (.) r 1' COMPACTED FILL JOIST TO GIRDER <br /> M (2)#4 REBAR CONT. 6 X 6"WOOD POST -o„1NimmoNtim. (2)2 X 12"GIRDER 2B NOT TO SCALE <br /> A TYP FOUNDATION DETAIL (NOTCH TO ACCO GID R <br /> 2B NOT TO SCALE (3) 1/2"X 6"THRU-BOLT <br /> AT EACH POST <br /> •r-- 2-1" —P- <br /> I <br /> -►t <br /> D GIRDER TO POST <br /> r+ 2B NOT TO SCALE <br /> CV <br /> O <br /> 6 X 6"POST----NNNN, vz--—_O—___ <br /> SIMPSON STRONG <br /> TIE PB66 POST BASE <br /> #4 REBAR <br /> FOOTING ' CONTINUOUS <br /> /./\. dz FINISHED ,` �,- ' <br /> B TYP FOOTING CORNER DETAIL GRADE `=> °• — --=�----1.----„ ---,.."--'---•• ,....---- '-- <br /> 2B NOT TO SCALE (1) #3 REBAR DOWEL AND EPDXY Y/��f/jam// � . .. • • , / // // / // // /�\N ZE SSTp ' SS'•V R <br /> 6" INTO EXISTING /� � �/�/� °d e > / / / / /\ 11 Uz N ENGINE �'-••••Q� � 01 V F <br /> MIN. FOUNDATION AT \/ /\/� �� a. a � � � � �`�/ A1ALVg ANGST, 'p pN1 ADDrTIFNGE <br /> NEW <br /> ON MILOLYETHYLENE 24"O.C.MAX 'N�j�j� a <•a . ° j' ...,/ A 21].652.GR3jpA.19355 !4o A 41 LISR `��p,VE <br /> VAPOR BARRIER `• .'4• COMPACTED FILL/ ,eA /�\ v. • . ' //\/A4 1�DOS5 q0 �q.98241 <br /> VIRGIN SOIL 4' <br /> AD <br /> : BOO 0 <br /> 4 • a DY: <br /> � <br /> f;t;;.c.e•;.•;.•;..;�; EXISTING HOUSE 4 2500 PSI MIN. ,14,• 41� ON: 0,E <br /> .`.`.`.;.;:;:;�;�; FOUNDATION 4' CONCRETE FOOTING i *{ oi�G,A1,0' N/. a <br /> `.`.`.`.� ° • ; v (SEE LAYOUT ON PAG p <br /> / .4.v ..4 ..• p8- v.A <br /> COMPACTED FILL ---'7V <br /> / •• 2 FOR FOOTING SI ' 401k,..- <br /> . <br /> /' SC N/A <br /> OR VIRGIN SOIL _ as . : ' CAj, : <br /> C 1""TERMI 1'h TREATED • ° `' S <br /> F ONLY REQUIRED) SEDEQF POST TO FOOTING n "1'3"v: <br /> , ,, rt'''',0'1-4,:' Of <br /> CSLAB CONNECTIONS TO EXISTING FOUNDATION 2B NOT TO SCALE 3 v p . <br /> TYP1 /'� <br /> 2B NOT TO SCALE /�* .aa pAGN,: 2B __ _ ,� <br /> /01 <br /> `These plans are the property of EMC2 Structural Design,Inc. Any use or reproduction of these plans,in whole or in part,without the written permission from EMC2 Structural Design,Inc.is forbidden. Plans not valid without original engineer signature.Plans are not for use as"Generic"or"Master"Plans. L J <br />