Laserfiche WebLink
1/2" GWB <br />COMPOSITION ROOFING <br />R-21 BATT INSULATION <br />OVER #15 BLDG PAPER <br />2z6 STUDS @ 16" O.C. <br />MFR'S ENGINEERED <br />1/2" CDX PLYWOOD <br />1/2" GWB <br />TRUSSES 24"O.C. TO BE <br />1/2" CDX PLYWOOD SHEATHING <br />SIDING (SEE ELEVATIONS) <br />R-21 BATT <br />DESIGNED AND <br />ENGINEERED TRUSSES @24" O.C. <br />OVER TYVEC OR EQUAL/-13/4",TIGPLYWOOD5/S" <br />TYPE--X GWB <br />DRAWINGS PREPARED BY <br />VENTED RIDGE CAP <br />-SEE STRUCTURAL -INSULATION <br />2z6 P7 SILL W/ 1/2"z10' <br />(NAL&GLUE) <br />A STATE LICENSED <br />STRUCTURAL ENGINEER. <br />COMPOSITION SHINGLES <br />OVER #15 BUILDING PAPER <br />VENTED BLOCK EACH SIDE <br />ANCHOR BOLTS @ 48" <br />LOWER FLOOR JOISTS <br />3/4" T&G PLYWOOD <br />2X6 STUDS @ 16" <br />O.C. <br />4" CONCRETE SLAB <br />STRUCTURAL) <br />O.C. AND 12W/3X. FROM <br />(SEE FRAMING) <br />(NAIL 8 GLUE) <br />ON COMP. FILL <br />(SEE <br />SIMPSON ANCHOR @ EA TRUSS <br />1/2" CDX PLYWOOD GAP <br />WASHERS <br />R-30 SUPPORTED <br />MIN 1"AT RIDGE AS <br />INSULATION <br />SHOWN <br />FLASHING <br />EXP. JOINT <br />, <br />(1)CONT. #4 <br />REINF. SEE STRUCTURAL <br />- - <br />TOP AND <br />4 <br />BOTTOM <br />5/8" CEILING <br />CONT. GUTTER ON <br />2X8 FASCIA <br />GROUND SLOPING <br />AWAY FROM HOME <br />R-30 SUPPORTED <br />GRADE SLOP <br />GWg <br />CONT. VENT IN 1X4 T&G SOFFIT <br />FOUNDATION <br />INSULATION <br />5/8" TYPE-X IN <br />(SEE STRUCTURAL) <br />REINFORCING <br />6MIL POLY VAPOR BARRIER <br />JOIST TOP FLANGE HANGAR <br />4" CONCRETE SLAB <br />COMP FILL <br />4" WASHED GRAVEL, <br />NO FINES <br />< ° <br />GARAGE <br />(2) 2X6 70P PLATE LAP MIN. 48" <br />(SEE STRUCTURAL) <br />90# FELT BETWEEN JOIST <br />AND CONCRETE <br />4" MIN CRUSHED <br />ROCK FINE <br />RIDGE BLOCKING <br />SIDING (SEE ELEVATIONS) <br />ml�� <br />4" DRAIN IN 2" CRUSHED <br />ROCK BASE, 6" CRUSHED <br />6MIL POLY VAPOR <br />-NO <br />GAP MIN 1" <br />OVER TYVEC OR EQUAL <br />ROCK COVER, EXTENDED <br />BARRIER <br />12" OUT FROM FOOTING, <br />1/2" CDX PLYWOOD <br />WITH FILTER MEMBRANE. <br />2X6 STUDS @ 16" O.C. <br />ROOF DETAIL RIDGE <br />ROOF DETAIL EAVE <br />FOUNDATION DETAIL <br />FOUNDATION PATIO <br />EDGE OF SLAB <br />2 <br />3 <br />@ <br />4 <br />5 <br />SCALE: 3/4-V-10" <br />A5.1 <br />SCALE: 3/4"=1'-0' <br />A5.1 <br />SCALE: 3/4-l'-0" <br />A5.1 <br />SCALE: 3/4"=1'-0' <br />A5.1 <br />SCALE: 3/4-l'-0" <br />A5.1 <br />VENTED BLOCK EACH SIDE <br />COMPOSITION SHINGLES <br />OVER #15 BUILDING PAPER <br />1/2" CDX PLYWOOD GAP <br />MIN 1" AT RIDGE AS <br />SHOWN <br />COMPOSITION SHINGLES <br />OVER #15 BUILDING PAPER <br />1/2" CDX PLYWOOD GAP <br />MIN VAT RIDGE AS <br />SHOWN <br />CONT. GUTTER ON <br />2X8 FASCIA <br />1X4 T&G SOFFIT <br />5/8" CEILING <br />SIDING (SEE ELEVATIONS) <br />GWB <br />CONT. VENT IN 1X4 T&G SOFFIT <br />OVER TYVEC OR EQUAL <br />71 <br />(2) 2X6 TOP PLATE <br />1/2" CDX PLYWOOD <br />LAP MIN. 48" <br />BEAM - SEE STRUCTURAL <br />2X6 STUDS @ 16" O.C. <br />COMPOSITION ROOFING <br />OVER #15 BLDG PAPER <br />1/2" CDX PLYWOOD SHEATHING <br />ENGINEERED TRUSSES @24" O.C. <br />-SEE STRUCTURAL - <br />VENTED BLOCK EACH SIDE <br />FLASHING <br />CONT. GUTTER ON <br />2X8 FASCIA <br />n000q� CONT. VENT IN 1X4 T&G SOFFIT <br />(2) 2X6 TOP PLATE LAP MIN. 48" <br />SIDING (SEE ELEVATIONS) <br />OVER TYVEC OR EQUAL <br />5/8'. CEILING GWBoil- <br />5/8" GWB 1/2" CDX PLYWOOD <br />2X6 STUDS @ 16" O.C. <br />ROOF DETAIL @ RIDGE ROOF DETAIL @ PATIO ROOF DETAIL @ PATIO <br />SCALE: 3/4"=1'-0" A5.1 SCALE: 314"=1'-0" A5.1 SCALE: 314"=l'-0" A5.1 <br />V/ <br />Z <br />O <br />NQ <br />LL <br />LJJ <br />J <br />Q <br />0 <br />Z <br />Q <br />cn <br />P E L L E T I E R O+ S C H A A R O <br />VisL F_ <br />z69n 98th Dr. NW, Suite B Stanwood, WA 98z-z <br />ww.pelletierschaar.com - 36o-629-5375 Q <br />0 <br />Q <br />NO.: XK X DRN:X CHK: X%X <br />® 2021 PELLETIER ♦ SCI—R, L.L.C. <br />I— <br />O <br />A 5. 1 0 <br />T'- <br />1/3/2023 LU <br />PROJECT PHASE - CONSTRUCTION DETAILS <br />