Pecan Grove House DWG Section for AutoCAD

VIVIENDA UNIFAMILIAR EN HOUSTON CONTIENE PLANTAS; ALZADOS Y SECCIONES – Plants – Sections – Elevations

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

revised:, living area, garage, porch covered, patio covered, total, project:, content:, richard, owner:, floor plan., future homes., design:, plantation home, scale:, future homes, date:, sheet:, arismendez, oven, micro, slope clg up, carpet, wic, dining room, bedroom, brick pavers, patio covered, master, square footage chart, entertainment center, tile, bath, fire place, family room, kitchen, updraft, disp., d.w., washer, laundry, dryer, living room, coats, linen, concret, attic access, garage, pulldown, refig., foyer, breakfast, pantry, porch, driveway, arq. luis eduardo camacho t., elevations, right – left side, right side elevation, left side elevation, front – rear side, front side elevation, rear side elevation, metal fireplace cap, siding as specified, roofing as specified, soldier course, rowlock course, brick as specified, floorline, louver vent, pitch, plateline, plantation home, roof plan., saddle, raised plate, ridge, hip, valley, driveway plan, electric, water, sewer, fence, post, garden, new house, plantation dr., side-walk, expansion joint, site plan, pitts road, driveway plan., site plan., section, celing joist, batt insulation, composition shingles, roof rafter, metal edge, gutter, where req’d, continuous soffit vent, brick veneer secure, thermoply or eq., eave-brick, siding, eave-siding, wood base, weep holes as req., concret slab, edge beam at brick, details, section a-a, master bedroom, hall, dining, beyond, refrig., framing., schematic roof, all exteriors openings to be load bearing., schematic roof framing layout, ver d.o.m.’s for additional framing information., bearing points to foundation., builder accepts full responsability for checking plans to assure, current conformity to local building codes., should any changes be made to these plans by builder or his, representative, builder accepts full liability for amended plans., maximum clear span for rafters whit gyp. board., transfer point load, to ceiling joist below, load bearing point, purlin bracing, l.b.point

Raw text data extracted from CAD file:

\A1;135° \A1;4′ \A1;1′-3″ \A1;9′-2″ \A1;15′-9″ \A1;6′-8″ \A1;4′-4″ \A1;5′-4″ \A1;3′-4″ \A1;9′-4″ \A1;22′-4″ \A1;1′-3″ \A1;14′-4″ \A1;16′-8″ \A1;3′ \A1;18′-4″ \A1;9″ \A1;11′ \A1;10′ \A1;4′ \A1;2′-8″ \A1;3′-8″ \A1;3′-9″ \A1;11′-4″ \A1;10′ \A1;6′-8″ \A1;20′-9″ \A1;1′-4″ \A1;3′-9″ \A1;4′-3″ \A1;6″ \A1;5′-6″ \A1;5′-8″ \A1;6′-9″ \A1;7′-11″ \A1;1′-8″ \A1;6″ \A1;17′-8″ \A1;4′-5″ \A1;9″ \A1;14′-4″ \A1;12′ \A1;2′-4″ \A1;11′-4″ \A1;13′-1″ \A1;1′-3″ \A1;6′-8″ \A1;9′-1″ \A1;5′ \A1;17′-7″ \A1;9″ \A1;8′-2″ \A1;3′-7″ \A1;11′-4″ \A1;12′ \A1;11′-5″ \A1;4′-10″ \A1;2′-11″ \A1;8′-2″ \A1;2′-2″ \A1;10′-1″ \A1;1′-2″ \A1;12′-7″ \A1;3′-5″ \A1;5′-4″ \A1;4′-7″ \A1;7′-2″ \A1;6′-10″ \A1;12′ \A1;6′-3″ \A1;4′-10″ \A1;22′-8″ \A1;9″ \A1;1′-4 7/16″ \A1;10′-8″ \A1;7′-5″ \A1;2′ \A1;4′-3″ \A1;6′-10″ \A1;9′-2″ \A1;4′-3″ \A1;6′-3″ \A1;11′-4″ \A1;6′-7 7/16″ \A1;6′-4 1/2″ \A1;7′-8″ \A1;70′-6″ \A1;46′-6″ \A1;2′-1″ \A1;3′-7″ \A1;11′ \A1;8′-10\S11#16;” \A1;7″ \A1;8′-10\S11#16;” \A1;7″ \A1;2′-7″ \A1;1′-3″ \A1;1′-3″ \A1;1′-3″ \A1;4′-3″ \A1;1′-3″ \A1;2′-7″ \A1;1′-3″ \A1;1′-3″ \A1;2′-7″ \A1;1′-3″ \A1;6″ \A1;6″ \A1;1′-3″ \A1;1′-3″ \A1;2′-9″ \A1;2′-7″ \A1;8′-4\S1#2;” \A1;9′-2\S11#16;” \A1;8′-10\S11#16;” \A1;8′-4″ \A1;8′-10\S11#16;” \A1;2′-4″ \A1;4′-4″ \A1;6′-8″ \A1;4″ \A1;8′ \A1;6′-8″ \A1;6′-8″ \A1;7″ \A1;3″ REVISED: Living Area Garage Porch covered Patio covered TOTAL 2.176 SF 490 SF 102 SF 47 SF 2.815 SF PROJECT: CONTENT: RICHARD OWNER: FLOOR PLAN. FUTURE HOMES. DESIGN: PLANTATION HOME 1/4″ = 1′-0″ SCALE: FUTURE HOMES JAN. /02 DATE: 2 OF 12 SHEET: ARISMENDEZ OVEN MICRO SLP TO 16′-6-1/2″CLG 8′-10-11/16″CLG SLOPE CLG UP W/CROWN MOULDING CARPET 6’X7′-8″ WIC DINING ROOM BEDROOM 8′-10-11/16″CLG BRICK PAVERS 12′-7″X4′-3″ PATIO COVERED N N N HB W/CROWN MOULDING 8′-10-11/16″CLG 15’X16′-10″ CARPET MASTER SQUARE FOOTAGE CHART SLP TO 15′-8-3/16″CLG 8′-10-11/16″CLG 8′-10-11/16″CLG ENTERTAINMENT CENTER 5′-4″X3′-10″ W/CROWN MOULDING BEDROOM 8′-10-11/16″CLG CARPET 14’X11′-3″ 8′-10-11/16″CLG TILE CARPET 11’X5′ BATH WIC CARPET 5′-4″X3′-10″ WIC 8′-10-11/16″CLG W/CROWN MOULDING FIRE PLACE CARPET 6″ WALL SLOPE CLG UP CARPET CARPET SLP TO 16′-6-1/2″CLG W/CROWN MOULDING 22′-8″X13′-1″ FAMILY ROOM 14’X11′ 6″ WALL MICRO 8′-10-11/16″CLG 13′-4″X11′ KITCHEN COOKTOP W/VENT. UPDRAFT TILE DISP. D.W. WASHER 8′-10-11/16″CLG W/CROWN MOULDING BEDROOM CARPET 11’X11′-3″ 8′-10-11/16″CLG 5′-4″X5′-11″ LAUNDRY 6″ WALL TILE DRYER 8′-10-11/16″CLG TILE 5′-4″X5′-11″ BATH W/CROWN MOULDING LIVING ROOM 8′-10-11/16″CLG CARPET 12′-4″X11′-3″ COATS LINEN 5/SHELVS SLOPE CLG UP 25-1/2″x54″ RO 9′-2-11/16″CLG CONCRET ATTIC ACCESS 21′-4″X22′-4″ GARAGE W/CROWN MOULDING 6″ WALL 8′-10-11/16″CLG CARPET PULLDOWN REFIG. 8′-10-11/16″CLG TILE FOYER SLOPE CLG UP 8′-10-11/16″CLG TILE 12′-8″X8′-8″ BATH MASTER LINEN 5/SHS 8′-10-11/16″CLG TILE 9’X7′-9″ BREAKFAST HB PANTRY 7′-5″/11′-10″ ARCH BRICK PAVERS 9′-7″X9′-11″ PORCH DRIVEWAY 6′-8″ HH 2-W2′-6″XHT4′-4″sh 2-W2′-6″XHT4′-4″sh 6′-8″ HH W2′-6″XHT4′-4″sh 6′-8″ HH 5-0″ 6′-8″ HH W2′-11″XHT2′-1″hs 8-0″ 8-0″ 3-0″ 1-6″ 1-6″ 5 2-W3’XHT4′-4″sh 6′-8″ HH 2-W3’XHT4′-4″sh 6′-8″ HH 2-W2′-6″XHT4′-4″sh 6′-8″ HH 2-0″ 2-0″ 2-0″ 2-6″ 5 2-6″ 2-8″ 5 2-0″ 5 2-8″ 2-0″ 2-0″ 2-0″ 2-0″ 2-5″ 2-5″ 2-0″ 2-8″ 6′-8″ HH 2-W2′-6″XHT4′-4″sh 6′-8″ HH 2-W2′-6″XHT4′-4″sh 5-0″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 arq. luis eduardo camacho t. OWNER: 3 OF 12 SHEET: REVISED: DATE: 1/4″ = 1′-0″ SCALE: FUTURE HOMES CONTENT: PROJECT: OWNER: 4 OF 12 SHEET: REVISED: DATE: 1/4″ = 1′-0″ SCALE: FUTURE HOMES FUTURE HOMES. CONTENT: ELEVATIONS DESIGN: PROJECT: ELEVATIONS RIGHT – LEFT SIDE RIGHT SIDE ELEVATION LEFT SIDE ELEVATION FRONT – REAR SIDE FRONT SIDE ELEVATION REAR SIDE ELEVATION METAL FIREPLACE CAP 1X4 WOOD TRIM SIDING AS SPECIFIED ROOFING AS SPECIFIED SOLDIER COURSE ROWLOCK COURSE BRICK AS SPECIFIED FLOORLINE 12 8 12 8 8′-10-11/16″ PLATELINE LOUVER VENT PITCH PITCH 5 5 PITCH 12 8 PITCH 12 8 ROOFING AS SPECIFIED LOUVER VENT ROWLOCK COURSE BRICK AS SPECIFIED PITCH 12 8 PITCH 12 8 PITCH 12 8 8 12 PITCH ROOFING AS SPECIFIED BRICK AS SPECIFIED ROWLOCK COURSE 1X4 WOOD TRIM ROOFING AS SPECIFIED BRICK AS SPECIFIED 8′-10-11/16″ FLOORLINE PLATELINE 5 5 PLANTATION HOME RICHARD ARISMENDEZ JAN /02 PLANTATION HOME RICHARD ARISMENDEZ JAN /02 arq. luis eduardo camacho t. FUTURE HOMES. DESIGN: arq. luis eduardo camacho t. SHEET: 6 OF 12 CONTENT: DATE: SCALE: 1/4″ = 1′-0″ REVISED: ROOF PLAN. OWNER: FUTURE HOMES PROJECT: SADDLE RAISED PLATE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE RIDGE HIP HIP HIP HIP VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 8:12 U.N.O 8:12 ROOF PITCH TO HAVE 1′-3″O.H. U.N.O. OVER HANG AT GABLE END TO BE 15″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N N N HB HB PLANTATION HOME RICHARD ARISMENDEZ JAN /02 DRIVEWAY FUTURE HOMES. DESIGN: arq. luis eduardo camacho t. DATE: REVISED: JAN. /02 1 OF 12 SHEET: FUTURE HOMES N/A SCALE: RICHARD OWNER: CONTENT: N N N PROJECT: PLANTATION HOME 1503 PLANTATION DR. RICHMOND TX. DRIVEWAY PLAN 36′-1-11/16 ELECTRIC WATER 85′-8-1/4″ SEWER FENCE POST DRIVEWAY 10′ 70′-6″ 20′-10-3/16″ 25′ GARDEN NEW HOUSE FENCE 4′ 1503 LOT 82 PLANTATION DR. SIDE-WALK GARDEN GARDEN 19′-4″ EXPANSION JOINT 4′ ARISMENDEZ FENCE 77′-4-3/16″ SIDE-WALK GARDEN GARDEN FENCE 1503 PLANTATION DR. RICHMOND TX. FENCE FENCE NEW HOUSE SITE PLAN GARDEN DRIVEWAY PLANTATION DR. 1503 LOT 82 EXPANSION JOINT N N N PITTS ROAD DRIVEWAY PLAN. SITE PLAN. 4′ FUTURE HOMES. DESIGN: arq. luis eduardo camacho t. DATE: SHEET: 5 OF 12 REVISED: SECTION OWNER: CONTENT: PROJECT: SCALE: 1/4″ = 1′-0″ FUTURE HOMES 5 CELING JOIST BATT INSULATION COMPOSITION SHINGLES 1/2″ CDX PLYWOOD DECK ROOF RAFTER BATT INSULATION R-13 2X4 BLOCKING 2X4 LOOK-OUT METAL EDGE GUTTER WHERE REQ’D 1X6 FASCIA 2X4 SUB FASCIA 1X2 TRIM 3/8″SOFFIT MATERIAL CONTINUOUS SOFFIT VENT 1X4 FRIEZE 1X6 FRIEZE 2-2X4 BLOCKING BRICK VENEER SECURE W/WALL TIES 16″O.C. VET 24″O.C. HORIZ. THERMOPLY OR EQ. EAVE-BRICK SCALE: 1 1/2″ =1′ 1 S5 THERMOPLY OR EQ. 2X4 SUB FASCIA CONTINUOUS SOFFIT VENT 3/8″SOFFIT MATERIAL SIDING 1X6 FRIEZE 1X4 FRIEZE 1X2 TRIM 2X4 LOOK-OUT 2X4 BLOCKING BATT INSULATION R-13 METAL EDGE 1X6 FASCIA BATT INSULATION 1/2″ CDX PLYWOOD DECK COMPOSITION SHINGLES 2 SCALE: 1 1/2″ =1′ EAVE-SIDING BRICK VENEER SECURE THERMOPLY OR EQ. BATT INSULATION R-13 1/2″GYP. BD. 1/2″GYP. BD. WOOD BASE 2X4 SILL PLATE WEEP HOLES AS REQ. CONCRET SLAB 3 SCALE: 1 1/2″ =1′ EDGE BEAM AT BRICK DETAILS 1 1/2″ = 1′-0″ SECTION DETAILS SECTION A-A SCALE: 1/4″ =1′ GARAGE KITCHEN MASTER BEDROOM HALL DINING BEYOND REFRIG. 5 5 5 5 5 5 5 5 5 5 5 1 2 3 5 5 S5 S5 S5 S5 S5 PLANTATION HOME RICHARD ARISMENDEZ JAN /02 FUTURE HOMES. DESIGN: arq. luis eduardo camacho t. FRAMING. SCHEMATIC ROOF SHEET: 8 OF 12 CONTENT: DATE: SCALE: 1/4″ = 1′-0″ REVISED: OWNER: FUTURE HOMES PROJECT: All exteriors openings to be load bearing. SCHEMATIC ROOF FRAMING LAYOUT w/ 2×8 hip, ridge & valley rafters. NOTES: U.N.O. All rafters to be 2×10 #2YPKD at 24″ o.c.. Unless otherwise noted all beams to be #2 YPKD. Ver D.O.M.’s for additional framing information. All shaded walls & beams to be load bearing & framer to transfer bearing points to foundation. Builder accepts full responsability for checking plans to assure current conformity to local building codes. Should any changes be made to these plans by builder or his representative, builder accepts full liability for amended plans. 1590 2×8 16′-1″ 19′-8″ 22′-3 1650 2×6 12′-5″ 13′-2″ 17′-0″ Maximum clear span for rafters whit gyp. board. fb size 24″o.c. 16″o.c. 12″o.c. Complies with CABO (1989), UBC (1991), SPMC (1991) For material whit E=1.6 M.C. = 19% max. 1.o #2 YP 1290 2×12 1390 2×10 19′-2″ 23′-6″ Maximum span is 25′- 5″ or greater. Design loads: 20 psf live 7 psf dead. chart #3 fb size 24″o.c. 16″o.c. 12″o.c. Maximum clear span for rafters whit gyp. board. 1650 2×6 10′-11″ 13′-4″ 15′-5″ 1590 2×8 14′-1″ 17′-5″ 19′-11 For material whit E= 1.6 M.C. 19% max. 1.o #2 YP Complies with CABO (1989), UBC (1991), SPMC (1991) 1390 2×10 16′-10″ 20′-7″ 23′-10 1290 2×12 19′-9″ 24′-2″ Design loads: 20 psf live 13 psf dead. Maximum span is 25′- 5″ or greater. chart #4 TRANSFER POINT LOAD TO CEILING JOIST BELOW 2×10 RIP LOAD BEARING POINT 2×10 RIP PURLIN BRACING 2×10 RIP 2×10 RIP TRANSFER POINT LOAD TO CEILING JOIST BELOW LOAD BEARING POINT L.B.POINT L.B.POINT L.B.POINT LOAD BEARING POINT PURLIN BRACING PURLIN BRACING PURLIN BRACING N N N DRIVEWAY PLANTATION HOME RICHARD ARISMENDEZ JAN /02 FUTURE HOMES. DESIGN: arq. luis eduardo camacho t.