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94" <br /> PO Box 711 <br /> • <br /> y 7�" 7^ till 7�., 1? Buffalo,MN.55313 <br /> , f - 1 k 3� — /7�"# \ TOP OF FOUNDATION =0.63Z' 812.518.2118 <br /> 1T/ ^ FROM TOP <br /> OF FOUNDATION <br /> Z . •a <br /> O <br /> 3� z • <br /> • <br /> o O O <br /> I L.J O �~ a - <br /> ,, OW <rj O <br /> MN o 307 <br /> 0 <br /> a o rt • <br /> a p <br /> z ow <br /> o � <br /> W O <br /> I I I I . •-. a - I 77. <br /> OD i -CO CO 0 m ao m 72 <br /> ,'-8" '°° WJZ <br /> T Ez a <br /> D FOUNDATION DETAIL <br /> Eo _ <br /> 51.1 SCALE: 3/8"s1'-0' E< <br /> • <br /> O (2X SCALE ON 24%36) El:Cr:' <br /> w <br /> • <br /> • <br /> • <br /> o E <br /> W O <br /> EU O� WZ <br /> E7 p >0 <br /> lg <br /> oph� JO <br /> IMF <br /> A 1.-8" A 1'-8" <br /> 8 1 8 jr d ; 8"r ; �j O <br /> r-s" if�� <br /> A FOUNDATION DETAIL B FOUNDATION DETAIL C FOUNDATION DETAIL E WALKOUTLBULKHEAD W <br /> S1.1 (2X CALE6ON724X36) 51.1 $GALE: 3/6'=1.2-47-0 <br /> -0' ) g1.7 $GALE: 3/8-=1'-0" S11 FOUNDATION ONO DETAIL LOCATION ONLY <br /> 2%SCALE ON 24%36 2X GALE ON 24%36) RIC ON 24%36) R-10 RIGID -.4- <br /> INSULATION Kr NI <br /> SILL SEALER ANCHOR BOLT J <br /> 6 MIL POLY SLIP SHEET 2x6 TR TD. ��i <br /> 5 <br /> OVER INSULATION BOARD <br /> a SILL PLATE �h. �/1 <br /> BELOW GRADE TOP OF FDN. WALL V� <br /> 1 1/2"OF FINISHED / 4.11 =0.625' <br /> LANDSCAPING - I. NOTE • - r___y ..__ \ <br /> CO <br /> SLOPE FINAL GRACE AWAY FROM HOUSE TYPICAL FOUNDATION DETAILS. <br /> r S FINISH GRADE •. VERIFY PER APPLYNOT ALL TO EVERY <br /> ER CCONDITION. L CO <br /> 0.0(DRIVEWAY� v✓ a•-- SEE STRUCTURAL DETAIL NOTES \ <br /> NOTE: CAULK PERIMETER '-8" <br /> /_• &INTERIOR PLATES W/ jrA 1 8 <br /> / VULKEM PRIOR TO F FOUNDATION DETAIL G A' x <br /> FOAM WALL APPLICATIONFOUNDATION DETAIL <br /> / • S1.1 $$GALE: 3/8'=1'-0' � // <br /> (2%SCALE ON 24X36) 51.1 ?&SCALE60N124X36) <br /> REVISIONS <br /> 7 LO.p ROCK <br /> /•. 7�" 12" 7�' 1�, TOP OF FOUNDATION = 0.625' <br /> -WATERPROOF MEMBRANE a <br /> -2 RIGID INSULATION __—__ __ NEVIINONS <br /> ♦ — — \ — — — 11.MI ;PIM 12 110E57 PRELIM SET , <br /> /• . • 12.1•.206 PRE. •T 2 <br /> /• • •.. uas.2un REUE 51¢T 6 <br /> / m.a9.2me MO�T <br /> m.n.zm• PRE.SET <br /> 01 12.20112 PfffIJM SET 5 <br /> / a 0226.201! 910 SET 2 <br /> OJ.26.201a CONST SET <br /> • <br /> BACK FILL %, • - <br /> 0 <br /> 1 I <br /> / f NOTE: REBAR PER 1201 MROSL1 Fr <br /> S FT <br /> FOUNDATION ENGINEERING - <br /> 1 L SQ FT <br /> a < 1098 LLFF SQ FT <br /> a0 m a °D m <br /> a • POURED CONC. WALL y i •8"•• y 103 TF SQ FT <br /> 2881 TF 3Q FT <br /> a•/ • NOTE: REBAR PER ^ ^ 3958 TFF <br /> SO FT <br /> // FOUNDATION ENGINEERING 4082 GT SQ FT <br /> $OCUNDATION DETAIL 203 SP SQ FT <br /> — / • CAULK 51.1 (2X SCALE ON24036) 895 GARAGE SQ FT <br /> DAMP/WATERPROOFING / a •• 3 1/2"CONC.SLAB <br /> MEMBRANE PER CITY / 6 MIL POLY RAN 2-K(,n1776 <br /> REQUIREMENTS& — OVERLAP&TAPPED COPYRIGHT <br /> SPEC.OUTLINE _ 4,-;r1• KCO• Lb••ap•aly maw.Is sawn lar <br /> GHT <br /> FILTER FABRIC WRAP 41 •. TOP OF CONC. FTNG. S 5k 3" •appya~Oar Away"della b <br /> am pans.Tam plan...nib <br /> •!• • • ; <br /> • = •• NOTE; HOLD ROCK ` ti walla.. maw lealerma <br /> 4"PERFORATED DRAIN •• • •_ • • _` _ •• • • ••_ DOWN 2" -' \ \ �vw%gb0•�ae Os Sid <br /> TILE WRAPPED IN SOCK .;1.,,,,,......,,z4;•;;,;.:.....":,• —— •' FOR RADIANT II. II win maiden•nd canna•I <br /> P•M <br /> • . i.•.•..�!• < <br /> 3/4•WASHED ROCK HEAT OPTION \ \ \ \ •~ �~ <br /> ..•.._ :� , .� WASHED ROCK op • 1� 07. 14 a =Calm Nom Data Ina In <br /> M•w�adurA �M <br /> S. S. part dal IW w <br /> KC On Home <br /> 020111 KC <br /> 4"PERFORATED DRAIN 1-8 L �. 1.-8" �. 1'-8" .I <br /> L <br /> 4"RIGID PVC SLEEVE TILE WRAPPED IN SOCK .�•fff ...((( <br /> CONC.FTNG. 3/4"WASHED ROCK H HH N FOUNDATION DETAIL <br /> WHERE APPLIES FOUNDATION DETAIL FOUNDATION DETAIL <br /> FOUNDATION WALL ASSEMBLY DETAIL 51.1 GALE: 3/6-st'-D- 5,., SCALE: 3/8•-1'-0• S1.1 $2XL q/60N724X36) DATE 12-05-2D17 <br /> (2X SCALE ON 24%36) (2X SCALE -=24X36) ( LE <br /> SCALE: 1/2•=1'-0• (2x SCALE ON 24.436 SHEETS) <br /> PAGE S1.1 <br />