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12 TERMINATE RADON PVC 12" 12 <br />14 ABOVE ROOF. PROVIDE 14 <br />FLASHING COLLAR AT ROOF, <br />TYPICAL ROOF TYPICAL ROOF <br />2ro" - ASPHALT SHINGLES 2611 - ASPHALT SHINGLES <br />ELECT. FOR o.N. - ROOF FELT A5 REM) o.N. - ROOF FELT A5 REQID <br />FURURE FAN - ICE4 WATER SHIELD A5 REQID - ICE4 WATER SHIELD A5 REM)- R-60 BLOWN INSULATION - R-60 BLOWN INSULATION <br />- VAPOR BARRIER - VAPOR BARRIER <br />- 5/8" CDX SHEATHING - 5/811 CDX SHEATHING <br />- AIR CHUTES, I" AIR SPACE - AIR CHUTES, 1" AIR SPACE <br />I <br />�- - - - - - - - -- - - - - - - -'IOAL .FASG.l4- - - - - -- <br />- 5/48 (SMOOTH) "HARDIE" - 5/48 (SMOOTH) "HARDIE" <br />- Ix3 (5MOOTH) "HARDIE" - Ix3 (SMOOTH) "HARDIE" <br />- 1/4" "HARDIE" SOFFIT - 1/4" "HARDIE" SOFFIT <br />- CONTINOU5 VENT - CONTINOU5 VENT <br />II <br />II <br />II <br />I <br />I <br />r 11 /1 TYPICAL UJALL TYPICAL UJALL <br />\ " _ - w <br />3 PVC - 7t <br />HARDIE HORIZONTAL LAP SIDING OR STONE PER ELEVATION _ - HARDIE HORIZONTAL LAP SIDING OR STONE PER ELEVATION <br />z RADON PIPE - HOUSE WRAP z - HOUSE WRAP <br />U PATHTO CONTRACTOROOF <br />- 1/2" CDX PLYWOOD SHEATHING - 1/2" CDX PLYWOOD SHEATHING <br />PER - 2x6 STUD WALL 6 1611 O.C, j - 2x6 STUD WALL f 16" O.C. <br />- ICYNENE SPRAY FOAM (CLOSED CELL), R-20 - ICYNENE SPRAY FOAM (CLOSED CELL), R-20 <br />1 / - 1/2" GYPSUM BOARD - 1/2" GYPSUM BOARD <br />II <br />II <br />TYPICAL RIM TYPICAL RIM <br />- 1/2" CDX PLYWOOD SHEATHING / - 1/211 CDX PLYWOOD SHEATHING <br />- SPRAY FOAM ICYNENE IN5ULATION(CLO5ED CELL), R-20 - SPRAY FOAM ICYNENE IN5ULATION(CL05ED CELL), R-20 <br />3/4" PLYWD SUBFLR - 2x RIM PER TRU55 MANUFACTURER 3/4" PLYWD SUBFLR - 2x RIM PER TRU55 MANUFACTURER <br />- - — - - - - - - ---2x6 TRE-ATE"LL -FATE - - - - - -- - - - - - - - - -22x6 1RE-ATEO-StLL -Pt ATE - - - - - - - <br />- SILL SEALER - SILL SEALER <br />m 20" ENGINEERED FLR TRUSS - 1/2" ANCHOR BOLT ID 12" O.C. ' 20" ENGINEERED FLR TRUSS - 1/2" ANCHOR BOLT 12" O.C. <br />WINDOW HEADER <br />- - - - - LOCATED IN RIM - - - - - - - - - - - - <br />® TYPICAL FOUNDATION <br />° - 2" CERTISTUD EXTERIOR INSULATION <br />- 811 POURED CONCRETE WALL (+) BRICK LEDGE PER ELEVATION TYPICAL INTERIOR OF WALL FOUNDATION <br />:fff- #6 BARS VERTICAL �' 3011 O.C. / - INTERIOR AIR BARRIER TO BE CONTINOU5 <br />OVER TOP OF CONCRETE WALL <br />- RIGID INSULATION WITH FOIL BACK, ALL SEAMS TO BE <br />Ir <br />/ SEALED - VERTICAL, SLAB AND SILL PLATE INTERFACE <br />°EmuIT <br />TYPICAL INTERIOR OF WALL FOUNDATION -LAYER OF GYPSUM BOARD TO MEET THERMAL <br />o. <br />INTERIOR AIR BARRIER TO BE CONTINOU5 O BARRIER REQUIREMENT <br />SEAL JOINT AT FOUNDATION WALL AND SLAB <br />11-R ff 11 <br />co z OVER TOP OF CONCRETE WALL a� z - 2x4 STUD WALL T 1611 O.C. <br />- RIGID INSULATION WITH FOIL BACK, ALL SEAMS TO BE <br />- R-13 BATT INSULATION <br />SEALED - VERTICAL, SLAB AND SILL PLATE INTERFACE - 1/2" GYP. BRD <br />- LAYER OF GYPSUM BOARD TO MEET THERMAL <br />�jlzl °% BARRIER REQUIREMENT EXT, <br />PA551VE RADONff- <br />- SEAL JOINT AT FOUNDATION WALL AND SLAB JAMB <br />PVC PIPE CONNECTED ° - 2x4 STUD WALL @ 16" O.C. TYPICAL FOUNDATION <br />TO SEALED SUMP BASKET- R-13 BATT INSULATION ° - 2" CERTI5TUD EXTERIOR INSULATION <br />4" CONCRETE FLR \ ° - 1/2" GYP BRD 4" CONCRETE FLR °.811 1 : 8" POURED CONCRETE WALL (+) BRICK LEDGE PER ELEVATION <br />11 T1_11 Ti -OYER 6 MIL POLY OVER 6 MIL POLY 6 BARS VERTICAL 30" O.C. <br />o ° °o <br />° z <br />SEALED SUMP ° <br />BASKETol <br />TYPICAL FOOTING°rO' - <br />- 8x20 CONTINOUS CONCRETE FT"G W/ (2) "5 REBAR 1_1 <br />- 4" DRAINTILE SET IN GRAVEL ° . ° o °. TYPICAL FOOTINTI E_Tr TI-ITG <br />- 8x20 CONTINOU5 CONCRETE FT11G W/ (2) #5 REBAR <br />- 4" DRAINTILE SET IN GRAVEL <br />_ TYPICAL FULL FOUNDATION WALL _ TYPICAL LOOKOUT FOUNDATION WALL <br />1/2"a'-0" - 1/2"=I'-0" <br />REVISIONS <br />0 ed <br />0 <br />l--1 <br />� 0 <br />CA �- <br />� � 0 <br />OL � O <br />j <br />0 <br />(V <br />CV <br />a <br />N <br />,a <br />W <br />W N <br />VL U N Ci <br />WW T V <br />F <br />C <br />I z x <br />F'9 a � <br />it <br />1z, h <br />z < w <br />Fa iQ <br />H <br />W . F <br />t A <br />i m <br />[ m <br />F <br />x <br />N <br />DATE: 0-1/03/I0 <br />COPYRIGHTED PLANS: USE OF THESE PLANS <br />ARE PRO4157ED WRHOUT WRITTEN PERMISSION. <br />THESE PLANS REFLECT SPATIAL AND AESTHETIC <br />INTENTIONS AS DESIGNED WITH THE SPECIFIC <br />CLIENT IN '1111), ANY STRUCTURAL NOTES ARE <br />TO BE VERIFIED BY BUILDER FOR ENGINEERED <br />INTEGRITY, THE DESIGNER OF THESE PLANS <br />15 NOT RESPONSIBLE FOR TIE STRUCTURAL <br />NO -ES OR STRUCTURAL INTEGRITY OF THIS PLAN. <br />SHEET <br />o48 <br />of 9 <br />