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MATERIAL LIS 'i <br />RO F/CEILING SYSTEM: <br />ROOF VENTS — SSE -NOTE -,6 <br />COLOR TO BLEND W/ ROOFING <br />SHIN LES — ASP MU a- 240 ib. (match existing) <br />ROOFING FELTS — 3 PLY. 15 Ib. <br />SHEATHING —5/8" PLY -WD. <br />ROOF FRAMIRG AT 24"O.C. <br />AIR CHUTES AT ENDS <br />INSU TION — BATT TYPE R = 44 <br />POLY VAPOR BARRIER — 4 MIL <br />GYPSUM CEILING BOARD — "" <br />SOFFIT SYSTEM: <br />TRIM BOARD — MATCH EXISTING <br />FASCIA BOARD — MATCH EXISTING <br />SUB FASCIA — 2x <br />LOOKOUTS — 2x4 AT 24" O.C. <br />SOFFIT — 3/8" REDWOOD OR FIR PLYWD. <br />SOFFIT VENTS — 3" CONT. SEE NOTE 7 <br />WALL SYSTEM: <br />SIDING — MATCH EXISTING <br />BUILDING PAPER — 15 lb. <br />SHEATHING , 1/2" PLYWOOD <br />WALL STUDS — 2x6 AT 16" O.C. (U.N.O.) <br />BATT INSULATIOR T• 6", R = 19 <br />POLY VAPOR BARRIER — 4 MIL <br />GYPSUM WALL BOARD — 1 2" <br />ROOF SLOPE 12 <br />MATCH r-- <br />EXISTMG 61 <br />li <br />FLOOR. SYSTEM: <br />FINISH FLOOR — HARDWOOD <br />SUB FLOOR — SEE NOTE 10 FOR MATERIALS <br />FLOOR JOIST — MATCH EXISTING <br />RIM JOIST — MATCH EXISTING °0 <br />INSULATION AT RIM JOIST — 12" BATT R = 38 <br />POLY VAPOR BARRIER AT RIM JOIST — 4 MIL <br />0 <br />1 <br />FOUNDATION: AT CRAWL SPACE <br />S LL PLATE — 2x6 PRESSURE TREATED \� <br />SILL SEALER — 1/2" x 6" <br />ANCHOR BOLTS — 1 2" DIA. AT 6'-0" O.C. <br />CONC. BLOCK _8'" <br />INSUL. — 6"' BATT R = 19 W/ WIRE SUPPORT <br />ABOVE GRADE AT INT.OF BLOCK <br />INSTIL. — 2" RIGID R = 13 BELOW GRADE <br />BELOW GRADE AT INT. OF BLOCK <br />FOOTING: <br />CONC. — 20"x8" W/ 2 94 CONI. (U.N.O.) <br />P Cqli WAEL do FLOOR <br />A3' NE`CTSSARY <br />(2) 1 3/4'N"" GANG—LAM <br />FLUSH BEAM WITH JOIST HANGERS <br />AT CLG. JOISTS AND EXIt. F, R. JOISTS <br />( Gx 1 NOT*6� ) <br />WF+LL. <br />RrmoV15 <br />PNDYW It X 24 CRAVIL SPACE <br />ACCESS S - UNOBSTRUCTED <br />NDITtaN5 <br />2 SECTia <br />ADDITION EXISTING 1/4," _ Q„ <br />F; <br />NOTES: <br />AS MED SOIL BEARING CAPACITY - <br />2500 P.S.F. VERIFY ANY DISCREPANCY <br />VERIFY LOCATIONS OF UTILITIES <br />� PRIOR TO EXCAVATION CALL: <br />GOPHER STATE ONE CALL 651-454-0002 <br />GLAZING: <br />WINDOWS BY: TO BE DETERMINED <br />W,/ LOW E GLASS <br />STRUCTURAL FRAMING CRITERIA <br />STANDARD PRESSURE TREATED <br />E. 1.5 AT L/480 E. 1.1 AT 1/360 <br />Fb REPET. 850 Fb REPET. 600 <br />OLOADS: ( POUNDS / SQUARE FOOT <br />FLOOR ROOF DECK <br />L.L. 45 L. L. 40 L. L. 45 <br />D.L. 15 D.L. 15 D.L. 10 <br />T.L. 60 T.L. 55 T.L. 55 <br />ROOF VENT — I S.F. OF VENT PER <br />400 S.F. OF HORIZ. ATTIC AREA <br />SOFFIT VENT — 1 S.F. OF VENT PER <br />400 S.F. OF HORIZ. ATTIC AREA <br />CONTRACTOR TO VERIFY ALL MATERIALS <br />�u AND INSTALLATIONS MEET LOCAL <br />AND STATE CODES <br />90 CROSS BRIDGING AT FLOOR JOISTS <br />AT MID SPAN OR MAX. 8-0 O.C. <br />i0 SUB FLOOR GLUED AND SCREWED <br />PER MFG, REQUiREMENIS <br />5/8" PLYWOOD AT 16" O.C. FRAMING <br />11 GANG—LAM BEAMS: <br />INSTALL PFR t+WFG. GUIDELINES AND MINIMUM <br />OF 3 ROWS OF 16d NAILS AT 12" O.C. <br />MODULAS OF ELASTICITY (E): 1.8 MIN. <br />PLYWOOD, OX BOARD OR LET—IN <br />`J CORNER BRACING WHEN IMPREGNATED <br />SHEATHING IS USED <br />1013 FIRE STOPS AT ALL WALLS OVER 10-0 HIGH <br />3 <br />AND HORIZ. SOFFITS OVER 10-0 LONG <br />14 ICE AND WATERSHIELD: <br />6-0 AT SAVE ENDS <br />3-0 AT VALLEYS AND FETAL FLASHING <br />3-0 AT ROOF / WALL CONDITION <br />W/ METAL FLASHING <br />15 FLASHING COLOR TO BLEND W/ COLOR <br />105 <br />OF ADJACENT MATERIAL <br />16 CRAWL SPACE — MINIMUM 1'-6" CLEAR <br />GRADE TO UNDERSIDE OF STRUCTURE <br />17 18x24 ACCESS OPENING INTO CRAWL <br />SPACE W/ REMOVABLE SCREEN PANEL <br />SCREWED TO 2x4 PRESSURE TREATED <br />SUCKS. LOCATE AT ADJACENT EXISTING <br />WALL — VERIFY AT SITE <br />S $� SOLID BLOCKING Al FLOOR SYSTEM TO <br />TRANSFER POINT LOAD TO STRUCTURE BELOW <br />1 y POINT LOAD ABOVE FILL BLOCK CORES <br />W/ 3000 Ifs. CONCRETE TO FOOTING <br />20 DOWEL INTO EXIST. FOUNDATION <br />W/ 2 #4 AT 24"' O.C. AND FILM <br />BLOCK CORES W./ 3000# CONCRETE <br />21 STEP FOOTING AS REOUIRED PER <br />SOIL CONDITIONS VERIFY AT SITE <br />GRANULAR COMPACTED BACKFILL <br />PLACE FOOTINGS ON UNDISTURBED <br />OR COMPACTED BACKFILL <br />23 TOP OF FINISHED FLOOR MATERIALS TO MATCH <br />VERIFY FLOOR MATERIALS do ADJUST HEIGHT <br />OF FLOOR JOISTS AS REQUIRED VERIFY 0 SITE <br />24 CONTRACTOR TO VERIFY EXISTING CONDITIONS <br />AND NOTIFY K.K. 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