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• WOAGNfgD ROOF iR199E9 <br />ENGINEERED BY SUPPLIER <br />• R45 BLOW FIBEF LASS INSULATION <br />• V150 ROOF VENT AT SOFFITS, I/150 VENT AT RIDGE <br />• AIR CI-LITE AT EACH TR100 SPACE <br />• MA6' O9B SHEATHING <br />• M5 ROOFING FELT <br />• ICE 1 WATER MEMBRANE APPLIED 24. BEYOND <br />EXTERIOR WALL <br />• ASPHALT SHINGLES <br />SOFFIT / FASCIA: <br />• 2•6 SUB -FASCIA <br />• MAINTENANCE FREE FASCIA COVER <br />• MAINTENANCE FREE vENTED SOFFIT <br />WWAqI�LJ CON9T TION <br />4419E UR <br />• MO' O9B SHEATHING <br />• 1z6 STUDS • 16' 02C <br />• R20 FIBEF LASS BATT INSULATION <br />• 4 MIL POLY vAPOR BARRIER <br />• V2. GYPSUM BOARD <br />RIM AREA CONSTRICTION. <br />• R20 CLOSED CELL SPRAYED FOAM INSULATON <br />(U.NERE APPLICABLE) <br />WALL CON9TRICTIN <br />• SIMILAR TO ABOVE <br />• TFiEAT D IxASIL PLATE 1 SEALER <br />• V2' ANCHOR BOLTS • 48' OC. (MAXIMUM) <br />•GONG BLKFOWDATIgt4IWALLS <br />•INSTALL RS RIGID FOAM ED INSULATION <br />TO INTERIOR OF FOWDATICN WALLS <br />• INSTALL RO RIGID FOAM BD. INSULATION <br />TO EXTERIOR OF FOWDATIQJ WALLS <br />• WATERPROOFING <br />NOTES <br />PROVIDE STANDARD <br />ENERGY HEEL • ALL <br />ROOF T1•1199E9 (TTP ) <br />6/12 ROOF <br />642 ROOF <br />4' 0 <br />5/8' GrTP. Bl wlth VAPO <br />BARRIER • CLG. <br />m•MSTR. BEDRM.I <br />3/4• rKG <br />8199E <br />19' ROOR TR155E3 11 <br />• 24. OC <br />IR' SAG -RESISTANT GYPEID <br />at CEILING (r1P.) <br />3 IR' CCNC SLAB <br />6 MIL POLY OVER, <br />4' THICK LAYER of <br />CLEW N.C8 rATE <br />1BATHr <br />II II II ILL _%TAIR I20081ATIQJ <br />(4)2z11 STRPYERS(OR EOJAL) <br />10' TREAD/.I. NOSING <br />x0 RI8En <br />i3x <br />IPLOSETI <br />• I <br />DRAIN <br />TILE <br />99E9 <br />24. 0 <br />,�qq 1MSII At <br />5 GYP BD w VAPOR <br />BARRIER • CLG <br />IHALLI <br />3/4. T1G <br />04 <br />STAIR IFFORIATION <br />(4)2z12 9TRNGER9(OR EOUAL) <br />10' TREAD9.1' NOSING <br />Ix8 RISERS <br />I8• FLOOR TS3.11 58 F H <br />• 24. O.C. <br />Vt. SAG -RESISTANT GYPBD. <br />at CEILING (TTP) <br />3 I/2. CONC. SLAB <br />0 MIL POLY OvER. <br />4• THICK LAYER of <br />CLEAN AGGREGATE <br />ICROSS SECTION '5'1 <br />342 VAULT <br />1 LIVING RM.� <br />3/4• T1G <br />m�e <br />Bar <br />al• <br />3 IR' CONC. SLAB <br />6 MIL POLY OVER <br />4' THICK LAYER of <br />CLEAN AGGREGATE <br />6' <br />• <br />3/4• T1G <br />2•• I2 J019T.9 <br />WOG <br />3 V2. CANC SLAB <br />6 MIL POLY OVER, <br />4' THICK LAYER of <br />CLEAN AGGREGATE <br />�m• <br />ICROSS SECTION "4'1 <br />NOTES <br />INSULATON • AIR BARRIER <br />TO BE CONTINUOUS OVER <br />TOP OF FOLNDATIGN WALLS <br />(TIP.) <br />NOTEII� <br />SOLID CAP BLOCK • TOP <br />CQIRSE 1 GROUT SOLID <br />WERE ANCHOR BOLTS ARE <br />USED 1 BRICK LEDGES <br />ALL HEIGHT CALCULATIONS FOR <br />FOUNDATIONS ARE BASED ON THE <br />119E OF RILL 8' HIGH BLOCC with <br />3/8. JOINTS. IF MODULAR BLOCK <br />18 USED, CONTRACTORS SHOULD <br />ADJUST HEIGHTS ACCORDINGLY <br />REv191ON9 <br />00000 <br />00000 <br />BY:XX <br />XwxwxX <br />85832,00 <br />Br.% <br />SHEET <br />OF / <br />CARD FILE <br />162830 <br />