Construction Details – Subsoil DWG Detail for AutoCAD

Construction Details – Subsoil DWG Detail for AutoCAD

Construction Details – Subsoil – Wood Ceiling

Drawing labels, details, and other text information extracted from the CAD file:

min., basement slab, first fl. ff, second fl. ff, crushed stone, perforated drain, crushed stone, perforated drain, joint, concrete slab, vapor barrier, gravel, mat, rigid foundation insulation, waterproofing membrane, top plate, f.f., second f.fl., top plate, window sill, window head, top of ridge, shingles to match existing, top plate, ply. wd. sheathing, top plate, batt insulation, gyp. bd., concrete block, batt insulation through all exterior walls, stud, ply. wd sheathing, cedar siding to match ex., gyp. bd, top plate, header, sill sealer to all perimeter plus anchor bolts at o.c., pavers, art studio, kitchen, office, garage door, garage header, joint, gyp. bd., cement, vent, batt insulation, gravel over compacted earth, min. concrete base, stud, slope, crushed stone, perforated drain, concrete slab, joint, gravel bed, concrete block, existing inground pool, basement slab, first fl. ff, first fl. ff, second fl. plate, mat, rigid foundation insulation, waterproofing membrane, mil. vapor barrier, window sill, kitchen, window sill, new pavers, top of ridge, joint, bars o.c. vertical, window head, soffit vent, cedar siding to match existing, batt insulation, gyp. bd., cont. wd plate bolt to wall anchor bolts at o.c. ans from ends of wall embedment, gyp. bd., finish floor see finish schedule, to match existing, ply. wd. sheathing, top plate, batt insulation, gyp. bd., gyp. bd. on garage suspended clg., batt insulation, handrail high leave blocking, finish to match retaining wall, handrail to be high from the ground. height to be verified on site. handrail to be selected by owner, stone to match existing, window head, vct, cement, waterproof membrance under pavers, stud o.c., joint, note: provide temporary shoring bracing to support existing inground pool during excavation, drainpipe sloped to outlet away from wall weeps at, vent, slope, sand bed, batt insulation, gyp. bd., bars o.c. horizontal, to match vert reinf size and spacing extend bar into concrete wall, top, o.c. top, bottom, bars o.c. each way, note: slab is to be installed before retaining wall is backfilled., shingles to match existing, ply. wd. sheathing exterior grade, batt insulation, rafters, ridge, vent, to be selected by owner, collar tie, bolts o.c. with washers, n.b. see structural detail sheet, gyp. bd., psl, rafter, batt insulation, gutters to be selected by owner, top plate, top of ridge, structural needs raydoors to accommodate door tracks., pocket door, suspended clg. studs

Raw text data extracted from CAD file:

0 A-000 \A1;17'-3" \A1;9'-8\S1#2;" \A1;12'-9\S1#2;" \A1;2'-0" \A1;1'-1\S1#4;" \A1;1'-0" \A1;6'-0\S1#2;" \A1;1'-1" \A1;8" \A1;4" \A1;2'-0" \A1;2" \A1;2'-0" \A1;2" \A1;2'-0" \A1;2'-9\S3#4;" \A1;6'-7\S3#4;" \A1;2'-6\S1#4;" \A1;1'-2" \A1;2'-0" \A1;1'-10\S1#2;" \A1;8'-0" \A1;11'-0" \A1;13'-7\S1#2;" \A1;9'-8\S1#2;" \A1;12'-0" \A1;2'-6\S1#4;" \A1;2'-6" \A1;3'-2" \A1;6'-9\S3#4;" \A1;1'-2" \A1;10'-0" \A1;2'-9" \A1;3'-0" MIN. \A1;1'-9" \A1;2\S1#2;" \A1;3" \A1;6'-3\S1#4;" \A1;1'-0\S1#2;" \A1;12'-2" \A1;13'-8\S1#4;" \A1;1'-6\S1#2;" \A1;5'-5" \A1;1'-7\S1#4;" BASEMENT SLAB FIRST FL. FF -11'-4" 0'-0" SECOND FL. FF 10'-9" 207.0041390806613 CRUSHED STONE 6" PERFORATED DRAIN TILE-TYP CRUSHED STONE 6" PERFORATED DRAIN TILE-TYP 116.5829679163734 153.5704461835433 \A1;EXPANSION JOINT \A1;4" CONCRETE SLAB VAPOR BARRIER 6" GRAVEL \A1;DRAINAGE MAT 1 1/2" RIGID FOUNDATION INSULATION WATERPROOFING MEMBRANE TOP PLATE 9'-8 1/2" \A1;SLOPE F.F. 19'-5" 19'-10 \S3/4;" 19'-5" SECOND F.FL. TOP PLATE WINDOW SILL WINDOW HEAD TOP OF RIDGE \A1;NEW SHINGLES TO MATCH EXISTING 23.89935381645591 13.14523171808779 12.0 72.56959868967829 \A1;2-2"X6" TOP PLATE \A1;3/4" PLY. WD. SHEATHING \A1;FLASHING TOP PLATE - 1-0 \S1/2;" 13.02960203062798 R-21 BATT INSULATION \A1;3/4" GYP. BD. 12"X8" CONCRETE BLOCK R-21 BATT INSULATION THROUGH ALL EXTERIOR WALLS (TYP) 6"X2" STUD @ 16"O.C. 5/8" PLY. WD SHEATHING \A1;NEW CEDAR SIDING TO MATCH EX. \A1;5/8" GYP. BD \A1;(2) 6"X2" TOP PLATE HEADER SILL SEALER TO ALL PERIMETER PLUS 1/2" O ANCHOR BOLTS AT 4'-0" O.C. 7.998768024183221 \A1;NEW PAVERS ART STUDIO KITCHEN OFFICE \A1;ROLL-UP GARAGE DOOR GARAGE HEADER \A1;EXPANSION JOINT \A1;3/4" GYP. BD. \A1;COVE CEMENT \A1;RIDGE VENT R-38 BATT INSULATION 3.888967504754703 23.99999999999994 1.999999999999943 23.99999999999994 1.977884624722549 23.99999999999994 33.8742711594706 79.85492836602128 4" GRAVEL OVER COMPACTED EARTH \A1;4" MIN. CONCRETE BASE 4"X2" STUD @ 16"O.C. SLOPE SLOPE 30.18469734013433 13.9999966699354 3 A-9 CRUSHED STONE 6" PERFORATED DRAIN TILE-TYP 4" CONCRETE SLAB \A1;EXPANSION JOINT 6" GRAVEL BED 12"x8" CONCRETE BLOCK 143.9697999999997 EXISTING INGROUND POOL BASEMENT SLAB FIRST FL. FF -13'-7 1/2" 0'-0" FIRST FL. FF 10'-9" SECOND FL. PLATE 21'-9" 1 A-9 2 A-9 \A1;DRAINAGE MAT 1 1/2" RIGID FOUNDATION INSULATION WATERPROOFING MEMBRANE 163.3797999999807 4 MIL. VAPOR BARRIER 116.6125699470015 WINDOW SILL 23.99999999999835 KITCHEN WINDOW SILL 22.4403186677369 NEW PAVERS TOP OF RIDGE 28'-0" \A1;EXPANSION JOINT #9 BARS @ 12" O.C. VERTICAL 96.0 5 WINDOW HEAD SOFFIT VENT CEDAR SIDING TO MATCH EXISTING R-21 BATT INSULATION \A1;5/8" GYP. BD. CONT. 2XP.T. WD PLATE BOLT TO WALL W/ 1/2" O ANCHOR BOLTS AT 4'-0" O.C. ANS 12" FROM ENDS OF WALL W/9" EMBEDMENT \A1;5/8" GYP. BD. FINISH FLOOR SEE FINISH SCHEDULE \A1;STONE TO MATCH EXISTING PLY. WD. SHEATHING TOP PLATE 9'-8 1/2" R-21 BATT INSULATION 5/8" GYP. BD. 5/8" GYP. BD. ON GARAGE SUSPENDED CLG. R-38 BATT INSULATION HANDRAIL 38" HIGH LEAVE BLOCKING FINISH TO MATCH RETAINING WALL 29.99999999999989 38.0 HANDRAIL TO BE 38" HIGH FROM THE GROUND. HEIGHT TO BE VERIFIED ON SITE. HANDRAIL TO BE SELECTED BY OWNER \A1;NEW STONE TO MATCH EXISTING 81.78763804341474 WINDOW HEAD 30.18469734013433 VCT \A1;COVE CEMENT WATERPROOF MEMBRANCE UNDER PAVERS \A1;4"X2" STUD @ 16" O.C. \A1;EXPANSION JOINT NOTE: PROVIDE TEMPORARY SHORING & BRACING TO SUPPORT EXISTING INGROUND POOL DURING EXCAVATION DRAINPIPE SLOPED TO OUTLET AWAY FROM WALL (OPTIONAL 2: WEEPS AT 4'-0" O.C.) 14.0 \A1;SOFFIT VENT \A1; SLOPE 6 A-9 7 A-9 \A1;2" SAND BED \A1;R-38 BATT INSULATION \A1;5/8" GYP. BD. 120.0 33.0 5 \A1;#4 BARS @ 12" O.C. HORIZONTAL 21.06249999999994 5 \A1;DOWEL TO MATCH VERT REINF SIZE AND SPACING EXTEND BAR 6'-9" INTO CONCRETE WALL \A1;#6 @ 12" O.C., TOP \A1;#9 @ 12" O.C. TOP 3.0 \A1;(2) #6 BARS, BOTTOM #4 BARS @ 12" O.C. EACH WAY NOTE: SLAB IS TO BE INSTALLED BEFORE RETAINING WALL IS BACKFILLED. 12 3 12 6 \A1;NEW SHINGLES TO MATCH EXISTING 5/8" PLY. WD. SHEATHING EXTERIOR GRADE R-38 BATT INSULATION \A1;2x10 RAFTERS \A1;(2) 2"X12" RIDGE \A1;RIDGE VENT \A1;GUTTER TO BE SELECTED BY OWNER 2"X8" COLLAR TIE 1/2" O BOLTS @ 12" O.C. WITH WASHERS 75.13947463171502 N.B. SEE STRUCTURAL DETAIL SHEET \A1;5/8" GYP. BD. 2"X12" @ 16"O.C. 2"X12" @ 16"O.C. 2"X12" @ 16"O.C. 2"X12" @ 16"O.C. 2"X12" @ 16"O.C. 12.41000000000003 10'-9" 9'-8 1/2" \A1;P-7 \A1;3 1/2" X 9 1/2" PSL \A1;2"X10" RAFTER \A1;R-25 BATT INSULATION GUTTERS TO BE SELECTED BY OWNER TOP PLATE TOP OF RIDGE 28'-0" \A1;VERIFY STRUCTURAL NEEDS W/ RAYDOORS TO ACCOMMODATE DOOR TRACKS. POCKET DOOR \A1;H-4 145.8976633774856 164.3550408147621 18.58237743727651 \A1;TJI'S 11\S7/8;" SUSPENDED CLG. W/METAL STUDS 64.99080366008752 19.15760553149954

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features	Pool, Garage
Tags	autocad, ceiling, construction, dach, dalle, DETAIL, details, DWG, escadas, escaliers, lajes, mezanino, mezzanine, platte, reservoir, roof, slab, stair, subsoil, telhado, toiture, treppe, Wood