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09-07-2016 PC
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09-07-2016 PC
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10'-8" <br />8 '-1 0 " <br />9 '-1 1 /8 " <br />7 7 /1 6 " <br />10"6 '-1 0 " <br />5 '-0 1 /2 " <br />3 '-4 " <br />7 '-0 " <br />SSTTAAIIRR SSEECCTTIIOONN <br />SSCCAALLEE:: 11//44"" == 11''--00"" <br />33 <br />44 <br />8" CONC. WALL <br />6" CURB, 2" LEDGE <br />20" x 8" CONC. FTG. <br />GRADE <br />24'-0"20'-0" <br />9 '-1 1 /8 " <br />9 '-1 7 /8 " <br />3'-6" <br />1 6 '-6 " <br />3'-6" <br />1 5 '-8 1 /2 " <br />1 '-0 " <br />9 '-9 1 /2 " <br />6 '-2 1 /2 " <br />8 '-1 0 " <br />4 '-0 " <br />1 7 '-0 " <br />CONC. PLANKS <br />20" FLOOR TRUSSES @ 19.2" O.C. <br />3/4" T&G SUBLFOOR <br />SPORT COURT FLOOR ELEV = 882.3 <br />BSMT FLOOR ELEV = 888.2 <br />TOP OF FTG = 882.0 <br />TOP OF FTG. @ WALKOUT = 884.2 <br />TOP OF BLOCK = 896.9 <br />GARAGE FLOOR ELEV = 899.0 <br />SSPPOORRTT CCOOUURRTT <br />GGAARRAAGGEE <br />BBUUIILLDDIINNGG SSEECCTTIIOONN <br />SSCCAALLEE:: 11//44"" == 11''--00"" <br />11 <br />44 <br />BBAASSEEMMEENNTT <br />HHOOUUSSEE <br />TOP OF FTG. = 887.912" CONC. WALL <br />6" CURB, 6" LEDGE <br />20" x 8" CONC. FTG. <br />(SEE ENGINEER'S DETAIL) <br />CONTINUOUS RIDGE VENT <br />ASPHALT SHINGLES <br />15# ROOF FELT <br />7/16" OSB SHEATHING w/ H-CLIPS <br />12 <br />5 <br />PRE-MANUFACTURED <br />TRUSSES @ 24" O.C. <br />ALUM. ROOF EDGE <br />ALUM. FASCIA COVER <br />ALUM. SOFFIT PANELS <br />2x6 SUB-FASCIA <br />SIDING PER ELEVATION <br />TYVEK HOUSE WRAP <br />7/16" OSB SHEATHING <br />2x6 STUDS @ 16" O.C. <br />R-21 FIBERGLASS INSUL. <br />1/2" GYP BOARD <br />2x RIBBON <br />R-20 CLOSED CELL SPRAY INSUL. @ RIM <br />SIDING PER ELEVATION <br />TYVEK HOUSE WRAP <br />7/16" OSB SHEATHING <br />2x6 STUDS @ 16" O.C. <br />R-21 FIBERGLASS INSUL. <br />1/2" GYP BOARD <br />GRADE <br />1/2" GYP. BOARD <br />FLASHING <br />3 1/2" POURED CONC. SLAB <br />w/ 6-8" GRAVEL DRAINFIELD <br />R-49 LOOSE BLOWN F/G INSUL. <br />4mil POLY VAPOR BARRIER <br />1/2" GYP. BOARD TYP. O.H. <br />3 1/2" POURED CONC. SLAB <br />w/ 6-8" GRAVEL DRAINFIELD <br />15" HEEL HGT. <br />12 <br />5 <br />** TRUSS MANUF. TO VERIFY TRUSS DESIGN & HEEL HEIGHTS ** <br />TOP CHORD BRG. <br />GRADE <br />TYP. O.H. <br />8" CONC. WALL <br />6" CURB, 2" LEDGE <br />20" x 8" CONC. FTG. <br />2" RIGID INSUL. (R-10) @ <br />WALKOUT PERIMETER <br />4" DUAL DRAINTILE <br />w/ FABRIC FILTER & ROCK TRENCH <br />35'-0"37'-0" <br />3'-6" <br />3'-6" <br />9 '-1 7 /8 " <br />3'-6" <br />9 '-1 1 /8 " <br />8 '-1 0 " <br />4 '-0 " <br />9 '-1 1 /8 " <br />36'-10" <br />2" <br />8 '-1 0 " <br />6 '-6 " <br />2 '-3 " <br />1 5 '-8 1 /2 " <br />8 '-0 " <br />1 7 '-0 " <br />SSTTOORR.. <br />8" CONC. PLANKS <br />4" POURED CONC. FLR <br />BBAASSEEMMEENNTT <br />SSPPOORRTT CCOOUURRTT <br />33--CCAARR GGAARRAAGGEE <br />HHOOUUSSEE <br />PRE-MANUFACTURED <br />TRUSSES @ 24" O.C. <br />ALUM. ROOF EDGE <br />ALUM. FASCIA COVER <br />ALUM. SOFFIT PANELS <br />BBUUIILLDDIINNGG SSEECCTTIIOONN <br />SSCCAALLEE:: 11//44"" == 11''--00"" <br />22 <br />44 <br />CLOSET ACCESSED <br />FROM SPORT COURT <br />2x6 SUB-FASCIA <br />12" CONC. WALL <br />6" CURB, 6" LEDGE <br />32"x10" CONC. FTG. <br />SEE ENGINEER'S SHEET <br />12 <br />5 <br />15" HEEL HGT. <br />12 <br />5 <br />** TRUSS MANUF. TO VERIFY TRUSS DESIGN & HEEL HEIGHTS ** <br />CONTINUOUS RIDGE VENT <br />ASPHALT SHINGLES <br />15# ROOF FELT <br />7/16" OSB SHEATHING w/ H-CLIPS <br />TYP. O.H.TYP. O.H. <br />ASPHALT SHINGLES <br />15# ROOF FELT <br />7/16" OSB SHEATHING w/ H-CLIPS <br />8" CONC. WALL <br />6" CURB, 2" LEDGE <br />32"x10" CONC. FTG. <br />SEE ENGINEER'S SHEET <br />LEDGE <br />SIDING PER ELEVATION <br />TYVEK HOUSE WRAP <br />7/16" OSB SHEATHING <br />2x6 STUDS @ 16" O.C. <br />R-21 FIBERGLASS INSUL. <br />1/2" GYP BOARD <br />R-20 CLOSED CELL SPRAY INSUL. @ RIM <br />1/2" GYP. BOARDSIDING PER ELEVATION <br />TYVEK HOUSE WRAP <br />7/16" OSB SHEATHING <br />2x6 STUDS @ 16" O.C. <br />R-21 FIBERGLASS INSUL. <br />1/2" GYP BOARD <br />3 1/2" POURED CONC. SLAB <br />w/ 6-8" GRAVEL DRAINFIELD8" CONC. WALL <br />6" CURB, 2" LEDGE <br />20" x 8" CONC. FTG. <br />4" DUAL DRAINTILE <br />w/ FABRIC FILTER & ROCK TRENCH <br />3 1/2" POURED CONC. SLAB <br />w/ 6-8" GRAVEL DRAINFIELD <br />2" RIGID INSUL. (R-10) <br />@ WALKOUT PERIMETER <br />4" DUAL DRAINTILE <br />w/ FABRIC FILTER & ROCK TRENCH <br />R-49 LOOSE BLOWN F/G INSUL. <br />4mil POLY VAPOR BARRIER <br />1/2" GYP. BOARD <br />1/2" GYP. BOARD <br />20" FLOOR TRUSSES @ 19.2" O.C. <br />3/4" T&G SUBFLOOR <br />5 " <br />2x12 SPF <br />FLASHING <br />2x DECK LEDGER <br />APPROVED JST HANGER <br />5/4 DECKING <br />2x TRTD. DECK JOISTS <br />STAGGERED LAG BOLTS @ 5" O.C. <br />PER CODE SECTION R507, FIGURE 507.2.1 <br />750# CAPACITY HOLD DOWN DEVICES AT 4 LOCATIONS, <br />EVENLY DISTRIBUTED ALONG DECK & 1 WITHIN 2' OF <br />EACH END OF LEDGER. LAG SCREWS REQUIRE 3" MIN. PENETRATION <br />SIDING PER ELEVATION <br />7/16" OSB SHEATHING <br />R-20 CLOSED CELL <br />SPRAY INSUL. @ RIM <br />FLOOR TRUSSES HELD BACK 1 3/4" <br />FOR 1) LVL RIM BOARD <br />SIDING PER ELEVATION <br />7/16" OSB SHEATHING <br />2x6 WALL FRAMING <br />R-21 FIBERGLASS INSUL. <br />2x6 WALL FRAMING <br />R-21 FIBERGLASS INSUL. <br />LLEEDDGGEERR DDEETTAAIILL @@ WWAALLKKOOUUTT//LLOOOOKKOOUUTT <br />SSCCAALLEE:: 11//22"" == 11''--00"" <br />44 <br />44 <br />M N B u i l d e r L i c e n s e #B C 6 8 6 6 1 4 <br />1 8 9 0 W o o d d a l e D r i v e , S u i t e 4 0 0 W o o d b u r y , M N 5 5 1 2 5 (6 5 1 )7 3 1 -2 3 4 5 <br />K o <br />o <br />t e <br />n <br />i a <br /> H o m <br />e <br />s <br />Sheet No: <br />Project No: <br />C 2 0 1 6 <br />l a w s w i l l b e p r o s e c u t e d . <br />A l l v i o l a t o r s o f t h e s e <br />u n l a w f u l u s e o f o u r p l a n s . <br />K o o t e n i a H o m e s , L L C f r o m <br />l a w s a r e i n t e n d e d t o p r o t e c t <br />u n d e r f e d e r a l l a w s . T h e s e <br />c o p y r i g h t e d a n d p r o t e c t e d <br />A l l K o o t e n i a H o m e s , L L C p l a n s a r e <br />Last Revision: <br />Drawn By: <br />Date: <br />Date:Rev By: <br />16XX <br />L A R S O N R E S I D E N C E <br />1 5 0 0 A R D E N P L A C E <br />A R D E N H I L L S , M N <br />1-28-16 <br />JEN <br />8-9-16 <br />JEN 4-7-16 <br />4 <br />4-13-16JEN <br />5-11-16JEN <br />6-8-16JEN <br />JEN 6-24-16 <br />JEN 7-1-16 <br />JEN 7-13-16 <br />JEN 8-9-16
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