Wooden House DWG Block for AutoCAD

Wooden house edification

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

gfic, floor plan, ceramic tile f.f., family rm., dryer, washer, attic access, kitchen, master, w.i.c., dining, living, master bed, windows schedule, qty., size, type, wall section detail, not scale, galv. bird stop mtl. flashing, conc. finish floor, see foundation plans for details, brick, top of finish floor, perimeter beam, interior beam, foundation plan, ledge, interior, beam, compacted slab, roof plan, roof overhang line, where necessary, electrical plan, light switch, to attic, receptacle, chanceller, property line, proposed, building, las palmas dr., site plan, finish floor, f r a m i n g l u m b e r s p e c i f i c a t i o n s, stress rated framing members shall be used which equal, or exced the following specifications if lower grade lumber, is used excessive deflection may occur., house ceiling joist:, common rafters:, wood beam :, garage ceiling joist:, general framing notes :, note:, department of windstorm insurance, general foundations specifications, optimum moisture., top of pipe, jetted in place., level., specifications., show otherwise on the plans of details., and organic material prior to construction., beam splices., latest aiso specifications for fabrication and erection of steel for building., verify densities of compacted fill., bulb light, flourescent light, wall light, weather proof recept outlet, tv outlet, telephone outlet, g.d. remote control, ceiling fan, spot light, protected outlet, recessed ceiling light, power box, chime, smoke detector, bell buzzer, electrical symbols, total areas:

Raw text data extracted from CAD file:

C L \A1;38′-10″ \A1;7′-0 1/2″ \A1;9′-8 3/4″ \A1;6′-4 1/2″ \A1;26 1/4″ \A1;13′-6″ \A1;8′-9″ \A1;7′-8″ \A1;12′-1 1/2″ \A1;5′-6″ \A1;8′-0 1/2″ \A1;5′-9″ \A1;7′-8 3/4″ \A1;5′-9″ \A1;20′-1 1/2″ \A1;27′-9 1/4″ \A1;8′-11 1/2″ \A1;5′-3 3/4″ \A1;7′-4″ \A1;55′-6 3/16″ \A1;7′-8 1/2″ \A1;6′-5 3/4″ \A1;6′-2 1/4″ \A1;20′-9″ \A1;13′-0″ \A1;5′-4 1/2″ \A1;2′-4 1/2″ \A1;10′-4 1/2″ \A1;12′-4 1/2″ \A1;6′-0″ \A1;4′-1 1/2″ \A1;2′-4 1/2″ \A1;6′-1″ \A1;8′-5″ \A1;4′-3″ \A1;12′-8″ \A1;4′-0 1/2″ \A1;3′-8″ \A1;4′-0″ \A1;8″ \A1;8′-1 1/2″ \A1;4′-10″ \A1;4′-0″ \A1;5′-10 1/2″ \A1;31′-5″ \A1;2′-9 1/4″ \A1;17′-3 5/16″ \A1;18′-9 1/8″ \A1;13′-9″ \A1;8′-1″ \A1;1′-0″ \A1;2′-0″ \A1;1′-0″ \A1;2′-0″ \A1;1′-0″ \A1;1′-0″ \A1;1′-0″ \A1;2′-0″ \A1;1′-0″ \A1;2′-0″ \A1;1′-0″ \A1;2′-0″ \A1;1′-0″ \A1;1 1/2″ \A1;38′-10″ \A1;13′-6″ \A1;55′-6 3/16″ \A1;7′-8 1/2″ \A1;20′-11 1/2″ \A1;31′-5″ \A1;16′-5″ \A1;12′-11 1/2″ \A1;25′-10 1/2″ \A1;4′-0″ \A1;5′-10 1/2″ \A1;13′-0″ \A1;12′-10 7/16″ \A1;16′-10″ \A1;14′-7″ \A1;11′-10 1/2″ \A1;13′-5 1/2″ \A1;12′-9″ \A1;21′-9 11/16″ WP TV GFIC R CH S GFIC S \A1;38′-10″ \A1;25′-0″ \A1;14′-0″ \A1;55′-6 1/2″ \A1;14′-5 1/2″ FLOOR PLAN SCALE: 1/8″=-1′-0″ 5 5 5 5 26 1/4″ 5 2-2650 SH 2-2650 SH 3 1/2″ STEP DN 3050 SH 5 5 3030 SH 5 3050 SH 5 3050 SH 2010 SL/OBS 3050 SH 5 5 3050 SH 5 5 5 3050 SH 5 2010 SL/OBS 5 3050 SH 5 3050 SH 5 5 5 CERAMIC TILE F.F. FAMILY RM. DRYER WASHER W/H ATTIC ACCESS 22″ X 54″ 2868 RH 2868 LH 4068 CERAMIC TILE F.F. BEDROOM 2 10′-0″ VAULTED CLG. 2858 LH BATH #1 2868 RH 5 5 S & R S & R 5 4068 4068 5 5 CERAMIC TILE F.F. BEDROOM 3 10′-0″ VAULTED CLG. 5 \A1; A/C ATTIC A/C RETURN 5 5 CERAMIC TILE F.F. KITCHEN 8′-0″ FLAT CLG. 2868 RH 2858 LH BATH #1 MASTER 6″ WALL 6″ WALL 2868 RH 5 5 4068 5 5 S & R W.I.C. 2858 LH 2868 LH CERAMIC TILE F.F. DINING 10′-0″ VAULTED CLG. 5 5 5 5 5 5 5 7/S 30″ X 60″ 7/S 30″ X 60″ CERAMIC TILE F.F. LIVING 10′-0″ VAULTED CLG. 2868 LH 5 5 CERAMIC TILE F.F. MASTER BED 10′-0″ VAULTED CLG. 5 5 1 2-2650 SH 1 3050 SH 1 2010 SL/OBS 1 3030 SH WINDOWS SCHEDULE QTY. SIZE TYPE 5 CERAMIC TILE F.F. BEDROOM 4 10′-0″ VAULTED CLG. SECTION 1 SCALE: 1/2″=-1′-0″ 5 5 5 5 WALL SECTION DETAIL SCALE: 3/8″=-1′-0″ NOT SCALE \A1; \S1#2;” Plywood Decking w/Layer #30 Felt Paper 6 12 Galv. Bird Stop Mtl. Flashing Galv. Hurricane Clips @ Every Rafter 2 x 6 Rafters @ 24″ o.c. 2 x 6 Clg. Joist @ 24″ O.C. \A1;\S1#2;” Sheet Rock R-30 Fiberglass Insulation 2-2 x4 Top Plate Continous R-11 Bott Fiberglass Insulation \A1;\S1#2;” Sheet Rock F.C. 2X4 Studs @ 16″ O.C. ( Ht. Varies ) 2X4 Fire Block Protection @ 48″ Ht. \A1;5/8″ x 10″ Anchor Bolts @ 36″ O.C. W/1 \S1#2;” Galv.Whashers 2×4 Bottom Plate ( Woolmanized ) Conc. Finish Floor SEE FOUNDATION PLANS FOR DETAILS 2 X 6 Cont. Header 2 x 4 Lookout @ 32″ O.C. \A1;\S3#8;” Exterior Soffit 2 X 2 Continuos Ledger Brick \A1;\S1#2;” Ext. Playwood w/Tyvek House Wrap 5 1/2″ Brick Ledge 5 30 Yrs. Composition Shingle 8″ Galv. Metal Screen Vents # 15 Felt Paper Continous Varies w/Clg Ht. Garage Fin. F1 1 1/2″ Plaster Ledge 5 5 5 5 1/2″ Brick Ledge Selected Fill Compacted ( To 95 % Proctor) w/.006 M2 Plastic Membrane (Typical) 1/8″ Per Foot Garage Slope 5 5 Top of Finish Floor # 3 Rebar @ 12″ O.C.E.W. 5 3 1/2″ Raised Level 2 # 5 Reinf. Bars. at Bottom w/# 3 Stirrups @ 24″ @ O.C. Continuos (Typical) 2 # 5 Reinf. Bars. 2 # 5 Reinf. Bar Top ( Typpical) 2 # 5 Reinf. Bar Bottom w/# 3 Stirrups @ 24″ @ O.C. 5 5 PERIMETER BEAM SECTION 2 INTERIOR BEAM SECTION 3 INTERIOR BEAM SECTION 4 PERIMETER BEAM SCALE: 1/2″=-1′-0″ SCALE: 1/2″=-1′-0″ SCALE: 1/2″=-1′-0″ 5 5 5 1/2″ Brick Ledge 5 5″ Selected Fill Compacted ( To 95 % Proctor) w/.006 M2 Plastic Membrane (Typical) # 3 Re-Bar At 12″ O.C.E.W. 5 5 4″ Concrete THK Slab 3″ Plastic Support Chair (Typical) 5 2 # 5 Reinf. Bars. at Bottom w/# 3 Stirrups @ 24″ @ O.C. Continuos (Typical) SECTION 5 SCALE: 1/2″=-1′-0″ PERIMETER BEAM SECTION 6 INTERIOR BEAM SCALE: 1/2″=-1′-0″ FOUNDATION PLAN SCALE: 1/8″=-1′-0″ 5 5 5 5 5 5 5 5 12″ W X 24″ DEEP 5 5 5 5 5 5 5 5 5 5 5 PERIMETER BEAM 5 1/2″ BRICK LEDGE 12″ W X 24″ DEEP PERIMETER BEAM 5 1/2″ BRICK LEDGE 12″ W X 24″ DEEP INTERIOR BEAM 12″ W X 24″ DEEP INTERIOR BEAM 12″ W X 24″ DEEP INTERIOR BEAM INTERIOR BEAM 0.0 F.F -3 1/2″ 4″ CON. SLAB Selected Fill Compacted ( To 95 % Proctor) w/.006 M2 Plastic Membrane (Typical) # 3 Rebar @ 12″ O.C.E.W. Staggered Compacted Slab ROOF PLAN SCALE: 1/8″=-1′-0″ ROOF OVERHANG LINE ROOF OVERHANG LINE ROOF OVERHANG LINE ROOF OVERHANG LINE ROOF OVERHANG LINE ROOF OVERHANG LINE ROOF OVERHANG LINE Valley/Hip 2×8, 2×10 Valley/Hip 2×8, 2×10 Rigde Beam 2×8 and 2×10 Where necessary Rafters 2×6 @ 24″ O.C. Rigde Beam 2×8 and 2×10 Where necessary Rafters 2×6 @ 24″ O.C. Rigde Beam 2×8 and 2×10 ELECTRICAL PLAN SCALE: 1/8″=-1′-0″ ATTIC ACCESS 22″ X 54″ A/C ATTIC A/C RETURN WP (OPTIONAL BY OWNER) (OPTIONAL BY OWNER) 220V 220V S LIGHT SWITCH TO ATTIC RECEPTACLE WP (OPTIONAL BY OWNER) (OPTIONAL BY OWNER) CHANCELLER S S S S S S S S S S GFIC 220V 220V WP (OPTIONAL BY OWNER) S S S S S WP S S (OPTIONAL BY OWNER) S S S S S S S WP A/C PAD S 5 PROPERTY LINE 5 S OOd 03′-00″ W 50.00′ PROPOSED BUILDING LAS PALMAS DR. 60.0′ R.O.W. ( B – B ) LAS PALMAS DR. 60.0′ R.O.W. ( B – B ) N 89d 57′ 00W 100.00′ 25 Ft. BUILDING SETBACK LOT # 49 5 5 5 R=20.00′ L=31.42′ 5.0′ UTILITY EASEMENT 10.0′ UTILITY SETBACK LINE 5.0′ UTILITY SETBACK LINE S 89d 57′ 00″ E 120.00′ PROPERTY LINE LOT # 25 LOT # 50 5.0′ UTILITY EASEMENT 10.0′ REAR SETBACK LINE N 00d 03′ 00″ E 70.00′ SITE PLAN SCALE: 1″=-30′-0″ FINISH FLOOR 8´-0″ TOP OF PLATE 10´-0″ TOP OF PLATE F R A M I N G L U M B E R S P E C I F I C A T I O N S Stress rated framing members shall be used which equal or exced the following specifications if lower grade lumber is used excessive deflection may occur. HOUSE CEILING JOIST: 220 PSF Live load – 10 PSF Deed load L/240 2″ X 8″ @ 16″ O.C. . . . . . . . Max Span 17′-2″ Fb = 1 400 PSI 2″ X 6″ @ 16″ O.C. . . . . . . . Max Span 12′-4″ Fb = 1 400 PSI COMMON RAFTERS: 30 PSF Live load – 7 PSF Deed load L/180 2″ X 6″ @ 16″ O.C. . . . . . . . Max Span 18′-0″ Fb = 1 450 PSI WOOD BEAM : Fb = 1 450 PSI GARAGE CEILING JOIST: 20 PSF Live load – 10 PSF Deed load L/240 2″ X 10″ @ 16″ O.C. . . . . . . . Max Span 22′-0″ Fb = 1 250 PSI General Framing Notes : 1. Stud Eq. Spaced @ 16″ O.C. Exterior Walls: 2 x 4, Ht. Varies. Interior Walls: 2 x 4, 2 X 6 (Where necessary) 2. Ceiling Joist spaced @ 24″ O.C. Recess Callings: 2×10, Runners w/Strong Back Vaulted Ceilings: 2×8, Follow w/Strong Back 3. Roof Framing spaced @ 24″ O,C, Ridge Beams: 2×8 and 2×10 Where necessary Rafters: 2×6, 2×8 Where necessary Valley/Htp: 2×8, 2×10 4. Exterior Sheething: 1/2″ Exposed Plywood run sideways Sealed W/Tyvek House Wrap 5. Roof Decking: 1/2″ Plywood Sealed w/ Two Layers of # 15 Falt Paper Halfway Overlap 6. Nothing According To City Code and Windstorm Code. NOTE: 1. 2X6 Rafters @ 24″ O.C. 2. 2X8 Htp/Valleys 3. 2X8 Ridge Beams 4. Collar Beams whit 2×4 @ every other Rafter 5. All Bracing @ 32″ O.C. or overwhise specified 6. 1/2 Waferboard as decking with “H” In Between 7. All nothing should done be according to the Department of Windstorm Insurance GENERAL FOUNDATIONS SPECIFICATIONS 1. POURED CONCRETE SHALL DEVELOP3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS. 2. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5 INCHES. 3. REINFORCING SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO — SPECIFICATION ASTM A05-40. 4. FILL MATERIAL SHALL BE COMPRISED OF 3 MAXIMUM LIFTS= FILL MATERIAL SHAL BE 6″ LOOSE, HAVING A MAXIMUM PI OF 12. 5. FILL MATERIAL SHALL BE COMPACTED TO 95 % STANDARD PROCTOR DENSITY AT — OPTIMUM MOISTURE. 6. CUT BEAM TRENCHES AFTER SITE HAS BEEN COMPACTED. 7. CUT PLUMBING TRENCHES BEFORE BEAM TRENCHES HAVE BEEN CUT. 8. PLUMBER TO SLEEVE ALL PIPES PASSING THRU PERIMETER AND INTERIOR BEAMS. 9. ALL PLUMBING SHALL BE BEDDED IN 6″ OF CLEAN SAND JETTED IN PLACE. TOP OF PIPE, JETTED IN PLACE. 10. AFTER PIPE PLACEMENT, FILL PLUMBING DITCHES WITH CLEAN SAND TO 6″ ABOVE – LEVEL. 11. HAND COMPACT, SELECT FILL TO 95% PROCTOR TO BRING TRENCH FILL TO FINISHED ON ALL SLAB STEEL PROVIDE 1 1/2″ BRICK LIFTERS OR OTHER SUITABLE SUPPORTS 12. PROVIDE 1 1/2″ MINIMUM CLEAR COVER ON BEAM STEEL AND 1 1/2″ CLEAR COVER TO MAINTAIN STEEL BEAMS IN PLACE, PROVIDE A MINIMUM OF 3″ PLASTIC SUPPORT- CHAIRS @ REBAR SLAB MESH IN THE POSITION CALLED FOR ON PLANS AND – – – SPECIFICATIONS. SHOW OTHERWISE ON THE PLANS OF DETAILS. 13. MEMBRANE WATER PROOFING SHALL BE 4″ M1L POLYETHYLENE IN PLACE, UNLESS – AND ORGANIC MATERIAL PRIOR TO CONSTRUCTION. 14. THE BUILDING AREA SHALL BE SCARFIED A MINIMUM OF 6″ TO REMOVE ALL DEBRIS RUN STEEL @ FULL STOCK LENGTH HOOK ALL BEAM STEEL @ DISCONTINOUS ENDS 15. PROVIDE A MINIMUM OF 30″ SPLICE FOR ALL BEAMS AND SLAB STEEL. W/A 90 DEGREE HOOK 6″ LONG ( TOP BARS ONLY ) STAGGER TOP , BOTTOM BEAM SPLICES. CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-71) AND THE CITY 16. FABRICATION OF STEEL SHAL BE IN ACCORDANCE W/ THE ACI STANDARD BUILDING OF BROWNSVILLE,TX BUILDING CODE,SECTION 1313. 17. AT ALL BEAM INTERSECTIONS, LET DEEPER DEPHT BEAM CARRY THROUGH. LATEST AISO SPECIFICATIONS FOR FABRICATION AND ERECTION OF STEEL FOR BUILDING. 18. ALL ESRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE W/ THE 19. ENGINEER MUST INSPECT SITE PREPARATION PRIOR TO EDDING FILL MATERIAL. VERIFY DENSITIES OF COMPACTED FILL. 20. ENGINEER MUST INSPECT SOIL COMPACTION OF EACH LIFT, AND TESTING LAB SHALL 21. ENGINEER MUST INSPECT PLACEMENT OF ALL STEEL AND VAPOR BARRIER PRIOR TO POUR. 22. ALL ROUGH-IN PLUMBING LINES SHALL BE ROUTED BELOW BEAM LINE IF POSSIBLE. BULB LIGHT FLOURESCENT LIGHT WALL LIGHT 110 V OUTLET WEATHER PROOF RECEPT OUTLET TV OUTLET 1- WAY SWITCH TELEPHONE OUTLET 3- WAY SWITCH 220 V OUTLET 50 CFM EXHAUST FAN VENT / LIGHT ONLY G.D. REMOTE CONTROL CEILING FAN ( OPTIONAL ) SPOT LIGHT PROTECTED OUTLET RECESSED CEILING LIGHT POWER BOX CHIME SMOKE DETECTOR BELL BUZZER ELECTRICAL SYMBOLS S S 3 TOTAL AREAS: GARAGE AREA: 000.00 S.F. LIVING AREA: 1230.00 S.F. COVERED PATIO: 000.00 S.F. FRONT PORCH: 20.00 S.F. TOTAL: 1250.00 S.F.