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HomeMy WebLinkAbout1353.97.4OOF 5HWLE5 W/ MTI DRS EOGE PER SPEC —ROOF 5HEATHINC7 PER SPEC 116"TION NGINEERED ROOF TRUSSES BAFFLE 21 MK R -30 X11- E CORNICE DETAIL I /2" 6YP. IDING PER SPEC. -2x4 TOP PLATE 5101NG PER SPEC. x4 STUD 16" O.C. R-13 TERMOPLY 51EATHIN6 x4 BOTTOM PLATE " ...� __---3/4'T&6 ON 2x10 FLOOR J�57R. ATLI6 O.G�W) 2x10 FLOOR J015T 16 O G. 2x10 RIM J015 R-13 IN5UL IBER6LA5 BATT INSULATION -2x4 TOP PLATE IGID INSUI.. SHEATHING PER SPEC MIN. SIDING OVERLAP 3/4" T &G 5UBFLOOR (GLUE & 5CREW) ON 2xI0 FLOOR J5T. AT 16" O.G. x4 BOTTOM PLATE ' 2x10 RIM J015 2x4 P.T. 51LL PLATE W/ A#5 PER SPEC. LOCATE PLATE SQUARELY ON TOP OF WALL AS SHOWN BRICK LEDGE ICK TO GRADE - FIELD VERIFY BRICK LED6E ' CONCRETE WALL FIELD VERIFY POUR HT. - -- BITOUMINOU5 WATERPROOFING PER SPEC. ON CEMENTITIOU5 PARGING. :17 ;_%1A CONC. ON 4' MK 5A10 F2. � ••• . •• • •, " PERFORATED DRAIN TILE • f . SUED. 3034 •• "x 20" CONT. POURED • CONCRETE FOOTING WALL 5EGT I ON AT BRICK OPTION 1/4" = 11-011 F7 IT — —IF- 71--7--7- - I 1 II 11 II II 11 II 5" BRICK RACK TYP. AT ALL CORNICES OVER BRICK WALLS M5TAIR 5EGT ION 3.1 1/4" = I' -0r 5TRWR E CA5ED OPNG LOW M13ATH -1/2" AB 12" OG. THRU 2x10 BOND J015T AND BOTTOM CHORD OF GIRDER TRU55 6ARA6E 5/8" TYPE "X" GYP. BP AT WALLS AND aLO COMMOM TO HOUSE FIELD VERIFY TRU55 CONFIGURATION FOR VAULT CLG. MASTER 5U ITE 5E6T ION BR 16K TO SELT OPTION 1/4"-- 0-0° KITCHEN SA5EMENT 12 �T co co Roof , shingles per spec on 150 felt per spec 4/2" Roof sheathing J:ngk»ered roof trusses 6 24" O.c. -Attic Insulation per spec (R-30) J x6 Fascia i" cont soffit vent 1x6 Soffit ix10 Frieze board 1-20 Top plate fior. sldng per spec on tyvsk 3x4 studs, 16" o.c. R- I I butt insulation 1/2" Insulated sheathing -1-20 Bottom plate 4x10 Floor joist 0 16" o.c. -ZXIO Rim joist 3/4" T &6, glue & ecrew '1-2x4 Top plate Brick rack per elevation Brick veneer, per elevation 2x4 studs, 16" o.c. R- I I batt insulation 1/2" Insulated sheathing w /tyv* per spec 1-2x4 Bottom plate -4x10 Rim joist -5/4" T&O, glue & screw -P.T. 2X4 mud 9111 -4x 10 Floor joist B 16" o.c. foundation waterproofing -8" Concrete foundation 4" Concrete slab w/ 4" min sand under -I /2" Expansion joint footing keyway -4" Footing drain f10 "w x 8 "d GONG. FT6. NOTE= FIELD CHECK ALL APPROPRIATE AND CURRENT DETAIL5 FOR TH15 PROJECT QTR Ina TO START 15TRUCT ION 1 5 C ION 513 IGK TO BELT OPT ION 7 I 1/0. IL0" INGLE5 PER SPEC NO ROOF SHEATHING RED ROOF TRUSSES A55 BATT INSULATION 50FFI1 W OF ROOM )51 16' O.G. OF CANT BEYOND PR AT NOOK BEYOND ER IFY BEARING INTERSECTION ER SPEC G 5UBFLOOR (GLUE & SCREW) FLOOR JOIST PER FRAMING PLAN .A55 BATT INSULATION :. FOUNDATION WALL 'DR ICK LEDGE 0. M I GHAE L WAN60UR Architects / Consultants 1365 Shenandoah Rochester Hills Michigan 48306 (313) 656-1187 Master Builder Project IND IAN 0IV 1510N 12220 North Meridian 5 Suite 0185 Carmel, indana 46032 Subdvision / Plan W I N P 5 0 R Job No. W I N P 5 0 R Pate i55UE 11 /7 /� Sheet Title BU ILP ING 5EGT IONS I TO ONLY Sheet No. ).2 Slfi -of N