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1/2"GWB <br /> COMPOSITION ROOFING R-21 BATT INSULATION <br /> OVER#15 BLDG PAPER 2x6 STUDS @ 16'O.C. <br /> MFR'S ENGINEERED 1/2'CDX PLYWOOD 1/2"GWB <br /> 1/2"CDX PLYWOOD SHEATHING <br /> TRUSSES 24"O.C.TO BE SIDING(SEE ELEVATIONS) <br /> DESIGNED AND ENGINEERED TRUSSES R-21 GATT <br /> @24"O.C. OVER TYVEC OR EQUAL 3/4"T&G PLYWOOD �5/8'TYPE—X GWB <br /> DRAWINGS PREPARED BY VENTED RIDGE CAP -SEE STRUCTURAL- INSULATION <br /> A STATE LICENSED COMPOSITION SHINGLES 2X6 PT SILL W/1/2"x10' (NAIL&GLUE) <br /> ANCHOR BOLTS @ 48" LOWER FLOOR JOISTS 2X8 STUDS 16" <br /> STRUCTURAL ENGINEER. OVER#15 BUILDING PAPER VENTED BLOCK EACH SIDE O.C.AND 12" FROM (SEE FRAMING) 3/4"T&G PLYWOOD O C 4"CONCRETE SLAB <br /> (SEE STRUCTURAL) SIMPSON ANCHOR @ EA TRUSS ENDS MAX.W/3"x3"xl/4" (NAIL&GLUE) ON COMP.FILL <br /> 1l2"COX PLYWOOD GAP WASHERS R-30 SUPPORTED EXP.JOINT <br /> MIN VAT RIDGE AS <br /> SHOWN FLASHING INSULATION <br /> STUB#4 @ 24"O.C. (1)CONT.04 <br /> REINF.SEE STRUCTURAL <br /> TOP AND <br /> CONT.GUTTER ON GROUND SLOPING " + 4 BOTTOM <br /> 2X8 FASCIA AWAY FROM HOME / \\ GRADE SLOP <br /> 5/8"CEILING R-30 SUPPORTED <br /> GWB CONT.VENT IN 1X4 T&G SOFFIT FOUNDATION INSULATION �� AWAY <br /> (SEE STRUCTURAL) <br /> Sl8"TYP X IN JOIST TOP FLANGE HANGAR 4"CONCRETE SLAB 4"WASHED GRAVEL, <br /> REINFORCING BMIL POLY VAPOR BARRIER COMP FILL NO FINES <br /> GARAGE 80#FELT BETWEEN JOIST �\ \\/ <br /> (2)2X8 TOP PLATE LAP MIN.48" (SEE STRUCTURAL) AND CONCRETE 4"MIN CRUSHED <br /> :"DRAIN IN 2"CRUSHED ROCK-NO FINE <br /> RIDGE BLOCKING SIDING(SEE ELEVATIONS) ROCK BASE,6'CRUSHED 8 MIL POLY VAPOR <br /> GAP MIN 1" OVER TYVEC OR EQUAL ROCK COVER,EXTENDED BARRIER <br /> 1/2"CDX PLYWOOD IT OUT FROM FOOTING, <br /> WITH FILTER MEMBRANE. <br /> 2X6 STUDS @ 16"O.C. <br /> ROOF DETAIL @ RIDGE ROOF DETAIL EAVE FOUNDATION DETAIL 3 FOUNDATION @ PATIO 4 EDGE OF SLAB 5 <br /> SCALE: 314"=1'-0" A5.1 SCALE: 314'=1'-0' A5.1 SCALE: Ne T-0" A5.1 SCALE: 314'=1'.0" A5.1 SCALE: 314'=T-0' A5.1 <br /> COMPOSITION ROOFING COMPOSITION ROOFING <br /> VENTED BLOCK EACH SIDE OVER#15 BLDG PAPER 3/4"T&G PLYWOOD OVER#15 BLDG PAPER <br /> 1/ CDX PLYWOOD SHEATHING (NAIL&GLUE) <br /> 2" 1/2"COX PLYWOOD SHEATHING <br /> COMPOSITION SHINGLES SOLID BLOCKING <br /> OVER#15 BUILDING PAPER4EQ <br /> COMPOSITION SHINGLES ENGINEERED TRUSSES @24"O.C. FLOOR JOIST ENGINEERED TRUSSES @24"O.C. <br /> OVER#15 BUILDING PAPER -SEE STRUCTURAL- (SEE STRUCTURAL) -SEE STRUCTURAL- <br /> 1/2"COX PLYWOOD GAP <br /> MIN VAT RIDGE AS1/2"CDX PLYWOOD GAP VENTED BLOCK EACH SIDE SUPPORTED R-38 VENTED BLOCK EACH SIDE <br /> SHOWNMIN 1"AT RIDGE AS INSULATION <br /> SHOWN FLASHING FLASHING <br /> FLASHING CONT.GUTTER ON CONT.GUTTER ON <br /> 2X8 FASCIA 2X8 FASCIA <br /> nnnnnCONT.VENT IN 1X4 T&G SOFFIT BEAM PER 1x4 NAILERS ON CONT.VENT IN 1X4 T&G SOFFIT <br /> CONT.GUTTER ON STRUCTURAL EACH SIDE 1x4 T&ISOFFIT 2X8 FASCIA (2)2X6 TOP PLATE LAP MIN.48" COLUMN 2-CONT.#4 BEAM-SEE STRUCTURAL <br /> REBAR STONE VENEER OVER#30 <br /> 1 SIDING(SEE ELEVATIONS) FOOTING(SEE 2x4 P BUILDING PAPER <br /> "CEILING OVER TYVEC OR EQUAL FOUNDATION PLAN) 6 MIL.POLYSIDING(SEEB CONT.VENT IN 1X4 T&G SOFFIT 5I8"CEILING GWB VAPOR BARRIER 1/2"P.T.PLYWOOD <br /> OVER TYV2X6 TOP PLATE 1/2"CDX PLYWOOD <br /> -SEE STRUCTURALBEAM 5l8"GWBPOST-SEE STRUCTURAL <br /> 1/2"C MIN.48" 2X8 STUDS 18"O.C. <br /> 2X6 STUDS @ 16"O.C. <br /> ROOF DETAIL RIDGE 6 ROOF DETAIL @ PATIO T ROOF DETAIL PATIO 6 GRADE BEAM DETAIL <br /> SCALE 314"=1'-0' A5.1 SCALE: 3W=14" A5.1 SCALE: 31,r l'-0" A5.1 SCALE: 3f4"=1'-0' A5.1 <br /> STONE VENEER OVER#30 <br /> 2x4 P.T.STUDS— BUILDING PAPER <br /> @ 16"O.C. 1/2"P.T.PLYWOOD <br /> SIDING POST-SEE STRUCTURAL <br /> (SEE ELEVATION) 5/8"TYPE-X GWB <br /> STONE VENEER OVER#30 112"CDX PLYWOOD ON ALL WARM <br /> BUILDING PAPER 2.6 PT SILL W/1/2'x10" WALLS&CEILING <br /> ANCHOR BOLTS @48' PRE MOLDED PORCH/OUTDOOR ROOM ROOF DETAIL ,o <br /> 1/2"P.T.PLYWOOD O.C.AND IT MAX.FROM /THERMALBREAK <br /> 2x4 P.T.STUDS 4'CONCRETE SLAB SCALE: 34"=T-v A5.1 <br /> @ 16"O.C. ENDS W/3'x3"x114" <br /> POST-SEE STRUCTURAL WASHERS ON COMP.FILL <br /> GRADE SLOPING <br /> (1)CONT.#4 AWAY FROM HOUSE <br /> TOP AND BOTTOM <br /> 4"CONCRETE SLAB <br /> + • 4 ON COMP.FILL <br /> GRADE SLOP DAMP PROOFING 2" FOUNDATION '^ <br /> AWAY v, <br /> 4"DRAIN IN CRUSHED �—(SEE STRUCTURAL) <br /> 4"WASHED GRAVEL, ':c ROCK BASE,6"CRUSHED <br /> \ /NO FINES ROCK COVER,EXTENDED Z <br /> }+\\\/ IT OUT FROM FOOTING, O <br /> WITH FILTER MEMBRANE. <br /> PORCHIOUTDOOR ROOM DETA�'���`��' 6 GARAGE FOUNDATION DETAIL D <br /> SCALES 314"=1'-0' A5.1 SCALE: 314"=1'-0' A5.1 <br /> LW <br /> r <br /> J <br /> Q <br /> Z <br /> Q <br /> cn <br /> P E L L E T I E R O+ S C H A A R LO <br /> 269u 98th Dr.NW,Suite B Stanwood,NVA 98292 r <br /> --pelletierschaar-Om 36o-629-5375 0 <br /> Q <br /> NO.:JD000IX DRN:M CHk M <br /> 0=l PELLETIER-SCHAAR.LL.O <br /> 6946 REGISTERED Q <br /> A CT T" <br /> D LETTERIILEI] 0 <br /> STATE OF WASHINGTDN <br /> W <br /> PERMIT DRAWINGS - CONSTRUCTION DETAILS <br />