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IBEDRM. "3I <br />ROOF TRUSSES <br />• 24. OL. <br />R45 BLOW <br />INSULATION <br />5/6' GYP. BD with VAPOR <br />BARRIER • CLG. <br />IMSTR. BEDRM.I <br />3/4• r(G <br />2' RID FOAM BOARD <br />INSUL • WLK. OUT <br />NOTEN <br />INSULATION F AIR BARRIER <br />r0 BE CONTINUOUS OVER <br />TOP OF FOWDATION WALLS <br />(TYP.) <br />NOTEIII <br />SOLID CAP BLOCK • TOP <br />COARSE x GROAT SOLID <br />WERE ANCHOR BOLTS ARE <br />USED x BRICK LEDGES <br />IS 19L00R TR199E9 <br />• 24. OL <br />V2. SAG -RESISTANT GM.=D <br />at CEILING (TYP) <br />3 10. CONK SLAB <br />6 MIL POLT OVER <br />4' THICK LAYER of <br />CLEAN AGGREGATE <br />ALL HEIGHT CALCULATIONS FOR <br />FOUNDATIONS ARE BASED ON THE <br />USE OF RILL 6' HIGH BLOCK with <br />319' JOINTS. IF MODULAR BLOCK <br />IS USED, CONTRACTORS SHOULD <br />ADJUST HEIGHTS AIXY DINGY <br />16' <br />AN <br />DRAIN0L_I <br />TILE <br />'CROSS SECTION "D"' <br />1tpbflllF2MEd CCF TRUSSES <br />1GARAGEr <br />4' CONC. SLAB <br />FILL A5 REO'D. <br />ENGINEERED BY SUPPLIER <br />• R49 BLOW FIBERGLASS INSULATION <br />• 1/150 ROOF VENT AT SOFFITS, 1,150 VENT AT RIDGE <br />• AIR CHUTE AT EACH TRUSS SPACE <br />• 1/16' 0513 SHEATHING <br />• 95 ROOFING FELT <br />• ICE 1 WATER MEMBRANE APPLIED 24. BEYOND <br />EXTERIOR WALL <br />• ASPHALT SHINGLES <br />SOFFIT / FASCIA: <br />• 2. SIB -FASCIA <br />• MAINTENANCE FREE FASCIA COVER <br />• MAINTENANCE FREE VENTED SOFFIT <br />WALL CON9TR1CTION: <br />• HO1x9 WRAP <br />• 1/16' 09B SHEATHING <br />• 2x6 STUDS • IG' OC. <br />• 1220 FIBERGLASS BATT INSULATION <br />• 4 MIL POLT VAPOR BARRIER <br />• 1/2. GYPSUM BOARD <br />RIM AREA GLN9rRJCTION <br />• R20 CLOSED CELL SPRAYED FOAM INSULATION <br />(WHERE APPLICABLE) <br />JJ��'' L GON9iR LION: <br />• SIf11LAR i0 A <br />SILL CCN5TR1CrION: <br />• TREATED 2x8 SILL PLATE x SEALER <br />• I/2. AN:FIOR BOLTS • 46. OL (MAXIMUM) <br />• M2 'dn luIALLS <br />• INSTALL R.5 RIGID FOAM BD. INSULATION <br />TO INTERIOR OF FCUNDATION WALLS <br />•INSTALL RI3 RIGID FOAM BD INSULATION <br />TO EXTERIOR OF FOINDATION WALLS <br />• WATERPROOFING <br />NOTEIII <br />PROVIDE STANDARD <br />ENERGY HEEL • ALL <br />ROOF TRUSSES (TYP.) <br />(LIVING ROOMI <br />3/4. T1G <br />II II II II II II III <br />2xI2 JOISTS <br />• I6' OL <br />DRAIN <br />TILE <br />3 12 <br />24. DIA. SPACE <br />FOR FUTURE FAN <br />(PROVIDE OUTLET <br />t LIGHT' <br />VERIFY PATH OF PIPE <br />USE THE LEAST W1OUNr <br />OF ELBOWS AS POSSIBLE <br />3' PVC PIPE or EQUAL <br />with 'RADON REDUCTION <br />SYSTEM' LABLED • EACH <br />LEVEL F ACCESSIBLE ATTIC <br />SPACE (TIP.) PROVIDE R4 (MIN.) <br />INBUL • UNCONDITIONED SPACES <br />NOTE, <br />POLYURETHANE CAULK <br />• ALL FONDATION OPENINGS <br />SEALED 91MPA <br />BASKET <br />UNIFORM LATER OF 3/4'�-; \ <br />CLEAN AGGREGATE <br />4' THICK (MIN) oLLit <br />6 MIL POLY (12' LAP) <br />UNDER SLAB <br />ALTERNATE METHOD FOR PASSIVE <br />RADON MITIGATION SYSTEM <br />ROOF TRUSSES <br />• 24. OL <br />R49 BLOW <br />INSULATION <br />5/9' GYP. BD. with VAPOR <br />BARRIER • CLG. <br />3/4. TKx <br />II II II II II II <br />2,412 JOIST <br />• 16' OC. <br />1ENTRYI �`' <br />II II II II II II im <br />1/2' SAG -RESISTANT GYPS°. <br />At CEILING (TYP.) <br />u u <br />'CROSS SECTION 'C"I1/4''1'-3' <br />3 V2. CONK, "SLAB <br />6 MIL POLY OVER. <br />4' THICK LATER of <br />CLEAN AGGREGATE <br />DRAIN <br />TILE <br />REVISIONS <br />XX/XX/XX <br />00000 <br />BY:XX <br />00000 <br />33333 <br />BY:XX <br />SHEET <br />OF <br />CARD FILE <br />16260 <br />