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EXHAUST
<br />F=LASHINCx
<br />ROUGH -IN WIRING FOR FUTURE INSTALLATION
<br />OF FAN 4 SYSTEM -FAILURE WARNING DEVICE,
<br />IF RADON TEST SHOWS ELEVATED LEVELS.
<br />INSTALLATION OF 3' - 4' PVC OR
<br />ABS GASTIGHT PIPE THAT
<br />EXiEND5 FROM THE GAS
<br />PEWEABLE LAYER TO THE ROOF
<br />TOP COURSE SOLID MASONRY BLOCK,
<br />MASONRY GROUTED SOLID, BOND
<br />BEAM, OR SOLID CONCRETE WALL
<br />SEALING 4 CAULKING OF ANY OPENINGS
<br />=1 ' THROUGH THE SLAB 4 IODATION
<br />=1' WALL5, SUCH AS DRAINS, SUMPS, UTILITY
<br />I' PENETRATION, 4 FLOOR -WALL JOINTS TO
<br />RETARD 50IL-GA5 ENTRY.
<br />SUMP BASKET V
<br />i i CONTINUOUS LAYER OF POLYETHYLENE
<br />LAYER OF GAS PERMEABLE MATERIAL SHEETING UNDER ENTIRE SLAB,
<br />SUCH AS CLEAN GRAVEL, 4' THICK OVERLAPPED 12' AT SEAMS, TO 5ERVE
<br />A5 A SOIL -GAS -RETARDER
<br />FASSIVE FRADON 5�T6T
<br />5�ILDING SECTION
<br />SCALE: 1/4"= I'
<br />BUILDING SECTION
<br />5GALE: 3/8"=1 '
<br />Front Elevation
<br />Extent of header
<br />Double portal frame (two braced wall panels)
<br />Extent of header
<br />Single portal frame (one braced wall panel)
<br />r; • Min, 3' x 11-1/4' net header
<br />„J Fasten top plate to header Typical
<br />�.�.,
<br />with two rows of 16d sinker, 1000 lb portal frame ' .'•�
<br />Nails at 3 in. o,c, typ, strap onstruction Pi
<br />o iel� 1000 lb strap opposite sheathing For a panel splice
<br />Fasten sheathing to header with 8d (if needed), panel
<br />s J common or galvanized box nails in 3 in. edges shall occur
<br />grid pattern as shown and 3 in, o,c, in over and be nailed
<br />all framing (studs, blocking, and sills) typ to common blocking,�'°! -!°'•�
<br />•, •, and occur within ,•,---° i•w
<br />X Idd Min. length = 16 in, for one story, middle 24 in. of wall
<br />min. length = 24 in. for use in the height, One row of i,i
<br />;e first of two story structures, 3 in, o.c, nailing is
<br />•,•, •,•, Min. 2x4 framing required in each
<br />3/8' min, thickness wood Min. double panel edge.
<br />structural panel sheathing 2x4 post
<br />Min, 4200 lb tie -down device Min, 1000 lb
<br />^^ (embedded into concrete tie -down device ^^
<br />•-•°° and nailed into framing). =_•°°
<br />See Section R602,10,3,3
<br />i7�r-T�T�TT��i�t7��ii�r
<br />3100 Rhode Island Ave. S.
<br />St. Louis Park, NN 5542(o
<br />TEL (612) 221-5772
<br />FAX (q52) q20-3722
<br />email: stevesdrafting@gmoil.com
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<br />COPYRICxHT
<br />Q2m18
<br />KN05LAUGH
<br />BUILDERS, LLC
<br />PLAN NUMBER
<br />C201863
<br />SHEET
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