Two Storey House DWG Block for AutoCAD

Two storey residential building with a garage and three bedrooms two levels .

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

vaal, white, garage, septic tank, cem.screed f.f, kitchen, cer.tiles f.f, store, verandah, clay tiles f.f, guest bedr’m, wardrobe, sink, cooker, fridge, ground floor plan, master bedr’m, bath, first floor plan, soakpit, shw, corridor, svp, pvc tiles f.f, arch here, roof plan, mark width height no. remarks, revisions, rev no, date, notes, . contractor is responsible for checking and verifying all dimensions at the site before commencement of work. . any discrepancy in given information to be reported to the architect before commencement of work. . all reinforcement and steel structures to engineers details. . refer to mechanical and electrical drawings for services installations., gate, a c c e s s r o a d, site plan, lawn, boundary wall, pipes laid to, partial elevation of, concrete block walls, partial plan of, concrete block pillars, plastered concrete, strip foundations,, ground level, depths to be, section thru, determined on site., copping, sand blinding on hardcore filling, strip concrete foundations, depths to be determined on site., section b-b, floor slabs and beams, to str.eng’s details, conc.splash apron, above ground level, roof, ceiling, ceiling, bedr’m-ii, corr., dining, drains, from underground, longitudinal section, to soakpit, sizes and capacity of septic tanks and soakpits, notes. designed for water disposal only, septic tank details, users, mark, no.of, septic tank, capacity, diameter, eff. depth, soakpit, plan, underground, from, r.c slab to structural engineer’s details., verify on site, r.c slab to str. eng’s details, plan over slab, revisions and additions, thickness, foundation, typical section through manhole, section through soak pit, notes., concrete benching, rendering, with cement, schedule of manhole sizes, depth to, invert, internal, wall, dimensions, stone filling, from septic, tank, silt barrier, earth, depth, effective

Raw text data extracted from CAD file:

PS45 VAAL 256.00 WHITE PS45 VAAL 256.00 WHITE PS45 VAAL 256.00 WHITE 19850 1400 1300 5500 200 200 2750 200 150 3300 200 100 1450 200 2700 200 5500 200 2675 6200 200 3300 200 200 1175 200 9275 3500 7075 1300 200 200 4600 200 1500 5000 6500 2900 200 200 3000 200 3100 3400 900 3100 200 200 100 1950 1100 200 1000 200 200 1800 200 2900 200 200 750 150 900 200 14150 2950 1650 100 4200 200 200 3300 200 200 950 200 1100 200 200 250 250 250 250 250 250 250 250 1100 1550 200 150 200 1000 1000 200 200 1800 200 2900 200 1100 4175 200 3300 200 200 1175 200 9275 3500 1375 4550 150 14150 2900 200 200 1500 200 3100 3400 150 1350 6500 1300 200 200 4600 200 1500 5000 6500 1000 4550 2600 1800 4900 3000 200 1200 900 2100 2300 700 2300 400 3000 2700 \A1;150 \A1;150 \A1;S \A1;U \A1;300 \A1;100 \A1;230 \A1;150 \A1;150 \A1;300 \A1;230 \A1;300 \A1;T \A1;100 \A1;P \A1;R \A1;100 \A1;150 \A1;150 \A1;Q \A1;150 \A1;150 \A1;150 \A1;T \A1;V \A1;S \A1;230 \A1;230 \A1;230 \A1;230 PS45 VAAL 256.00 WHITE garage septic tank cem.screed f.f kitchen cer.tiles f.f store cer.tiles f.f up verandah clay tiles f.f Lounge / dining Guest bedr’m wc wc/shw wardrobe sink cooker fridge Ground floor plan Master bedr’m bath wardrobe dn First floor plan soakpit shw store corridor wardrobe wardrobe bedroom-2 bedroom-1 01 03 02 04 svp GT mh GT mh svp GT mh 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 PVC tiles f.f PVC tiles f.f PVC tiles f.f PVC tiles f.f cer.tiles f.f cer.tiles f.f 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 pvW1 pvW2 pvW3 pvW4 pvW3 pvW5 pvW3 W6 pv pvW2 pvW2 pvW2 pvW3 pvW3 pvW3 pvW3 pvW3 pvW4 D1 pv arch here D3 D2 pv pvD3 D4 D4 pvD3 D4 D4 pvD3 pvD3 pvD3 D2 pv pvW7 pvW7 D5 pv 5 5 5 5 5 5 5 5 5 5 5 5 04 cer.tiles f.f cer.tiles f.f PVC tiles f.f PVC tiles f.f PVC tiles f.f PVC tiles f.f PVC tiles f.f PVC tiles f.f 2 3 4 5 6 7 8 9 15 14 13 12 11 10 18 17 16 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 01 5 5 5 5 5 5 5 5 5 5 02 5 5 5 5 5 5 5 5 03 Roof plan 04 01 02 03 B B B B B B W7 2000 800 2 ———- do ——– W6 1000 1800 1 ———– do ——– W5 1200 1300 1 ———– do ——– W4 1800 2300 1 ———– do ——– W3 600 1200 8 ———– do ——– W2 2000 1500 4 ———– do ——– W1 3000 1800 1 steel casement windows DOOR & WINDOW SCHEDULES. mark width height no. remarks D3 900 2300 6 solid timber doors D4 800 2300 4 ——– do ——– D2 900 2300 2 steel plate doors D1 1200 2300 1 steel casement double doors D5 2600 2500 1 steel casement roller shutter doors REVISIONS REV No DATE window & door schedule NOTES . Contractor is responsible for checking and verifying all dimensions at the site before commencement of work. . Any discrepancy in given information to be reported to the Architect before commencement of work. . All reinforcement and steel structures to engineers details. . Refer to mechanical and Electrical drawings for services installations. Entry elevation-01 End elevation-02 pv pv Front elevation-03 Rear elevation-04 5 5 5 5 garage drivway / parking septic tank 5 kitchen store up verandah Lounge / dining Guest bedr’m wc wc/shw wardrobe 27.0m 9.5m gate a c c e s s r o a d 27.0m 9.5m Site plan lawn lawn soakpit 03 boundary wall boundary wall boundary wall boundary wall mh mh mh 100mm dia.PVC pipes laid to falls 1:40 pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv pv 1200 900 2100 200mm plastered Partial elevation of concrete block walls Partial plan of boundary wall boundary wall scale 1:50 3000 scale 1:50 200 25mm square hollow steel grilles 500mm c/c. 400mm square plastered concrete block pillars 400mm square scale 1:20 200mm plastered plastered concrete strip foundations, 600x200mm concrete ground level depths to be boundary wall Section thru determined on site. concrete block walls steel grilles 150mm c/c. 25mm square hollow 75mm th. concrete 50mm th.concrete sill copping 1000gauge polythene sheeting sand blinding on hardcore filling mix 1:3:6 ,25mm aggregates 100mm th.conc.floor slab, 25mm th.cement screed strip concrete foundations Depths to be determined on site. SECTION B-B floor slabs and beams to str.eng’s details conc.splash apron dpc at least 150mm above ground level 150x50mm trusses 1800mm c/c and common rafters 600mm c/c clay ridge cap and tiles on 50x38mm battens 300mm c/c Celotex ceiling on 100x50mm 225x25mm ridge piece , 100x50mm struts and ties. 230x30mm timber fascia & berge boards 100x75mm wall plates & 150x50mm tie beams. Roof pitch 25° ROOF CEILING branderings 600mm c/c. ceiling 5 5 5 5 5 5 bedr’m-II corr. dining corr. living / pv pv pv pv MHC-1 MHC-2 MHC-3 MHC-4 DRAINS FROM UNDERGROUND 5 5 S LONGITUDINAL SECTION U 5 5 5 5 5 5 5 5 T 5 P R 5 5 5 Q 5 5 5 TO SOAKPIT SIZES AND CAPACITY OF SEPTIC TANKS AND SOAKPITS 1. 15 495 500 655 2400 1200 1250 1200 1830 3500 5400 2. 30 495 500 655 3400 1700 1750 1700 1830 3510 10800 3. 45 495 500 655 4160 2080 1250 2080 2500 3860 16200 4. 60 495 600 655 4800 2400 1250 2400 3000 4280 21600 5. 75 575 600 825 4500 2450 1500 2450 3000 5400 27000 6. 90 575 600 825 5300 2700 1500 2700 3000 6430 37400 7. 100 575 600 825 5700 2800 1600 3280 3500 6480 35000 NOTES. DESIGNED FOR WATER DISPOSAL ONLY SEPTIC TANK DETAILS DESIGNED TO BE DISLUDGED EVERY THREE (3) YEARS. Q USERS MARK P NO.OF R S T U SEPTIC TANK CAPACITY DIAMETER V EFF. DEPTH SOAKPIT ( L ) MANHOLE-1 PLAN UNDERGROUND FROM DRAINS MHC-1 T V R.C SLAB TO STRUCTURAL ENGINEER’S DETAILS. S 5 5 VERIFY ON SITE 5 TO SOAKPIT 5 TO SOAKPIT MANHOLE-2 R.C SLAB TO STR. ENG’S DETAILS PLAN OVER SLAB MHC-2 MHC-4 MHC-3 REVISIONS AND ADDITIONS THICKNESS FOUNDATION INTERNALLY AND EXTERNALLY WITH CEM/SAND MORTAR 1:4 3. COVER SLAB TO BE DESIGNED BY STRUCTURAL ENGINEER. 2. INLET/OUTLET PIPES TO BE OF SAME SIZE. 1. SOLID CONCRETE BLOCK WALLS TO BE RENDERED BOTH TYPICAL SECTION THROUGH MANHOLE NOTES. BRICK WORK TO BE BUILT IN 1:5 CEMENT MORTAR AND OVER 1525 750 x 1070 230 200 FOUNDATION TO BE OF CONCRETE 1:3:6 MIX. RENDERED WITH 1:3 CEMENT SAND PLASTER 25MM THICK. UP TO 450 450 x 450 115 125 1025 TO 450 600 x 1070 230 125 475 TO 1000 450 x 600 115 125 SECTION THROUGH SOAK PIT NOTES. CONCRETE BENCHING RENDERING WITH CEMENT SCHEDULE OF MANHOLE SIZES DEPTH TO INVERT INTERNAL WALL DIMENSIONS THICKNESS STONE FILLING FROM SEPTIC TANK DIAMETER (SEE TABLE) SILT BARRIER EARTH DEPTH EFFECTIVE NOTES