Residential House With Quarters For Boys DWG Plan for AutoCAD

CONSTRUCTION PLANS COMPLETE; FACADES AND SECTIONS; DRAINAGE DETAILS; LOCATION PLAN; BOUNDARY WALL DETAILS

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

cooker, septic tank, s.a.pit, bath, pit latrine, fridge, svp, mr kyaze frank, a c c e s s r o a d, proposed boyz quators, entrance, dine, arch way, wardrobe, cup board, step down, work top, shelves, to septic tank, passage, verandah, living room, foundation construction notes, ceiling construction notes, roof construction notes, dpc, ver., p-p, cross section, latrine, k.d.c, consults l.t.d, notes:, ……………………………….. ……………………………….. ……………………………….. ……………………………….. ……………………………….. ……………………………….. ……………………………….. ……………………………….. ……………………………….. ……………………………….., vaal, white, closet, arch-way, m.h, sho., whb, a c c e s s r o a d, parking, green compound, toilet, local authority regulations, hoop iron at every alternative course, with structural engineer’s details, to be provided under ground floor concrete slab, to be of pvc pipe and encased in concrete, rules and regulations, to scaled dimensions, heavy duty covers, no., date, remarks, as shown, micheal, proposed residential house on plot no………., block no…………,, with cement, concrete benching, rendering, sizes and capacity of septic tanks and soakpits, stone filling, verify on site, longitudinal section, from underground, plan, drains, underground, from, r.c slab to structural engineer’s details., plan over slab, to soakpit, septic tank details, notes. designed for water disposal only, users, mark, no.of, septic tank, section through soak pit, schedule of manhole sizes, dimensions, internal, depth to, invert, foundation, thickness, wall, notes., r.c slab to str. eng’s details, silt barrier, from septic, tank, earth, depth, effective, diameter, eff. depth, soakpit, capacity, through manhole, typical section, partial elevation of, concrete block walls, partial plan of, boundary wall, concrete block pillars, plastered concrete, strip foundations,, ground level, depths to be, section thru, determined on site., copping, david, front elevation, end elevation, stance, cem.scd.f.f, shower

Raw text data extracted from CAD file:

cooker mh septic tank s.a.pit BEDROOM 3\H1.087x; \H0.72x;\Lpvc tiles f.f. mh gt BATH\H1.087x; \H0.72x;\Ltiles f.f. mh gt D6 D6 Bath Pit latrine septic tank s.a.pit fridge arch way\H1.5x; mh svp gt mh gt mh fridge arch way\H1.5x; mh svp gt mh gt mh gt W1pvo gt svp gt svp mh PROPOSED COMMERCIAL BUILDING TO BE CONSTRUCTED CHURCH CENTRE LC1 MPIGI TOWN COUNCIL MR KYAZE FRANK VERANDAH \Lceramic tiles f.f. mh mh mh 19.5M 22.5M 29.4M 26.7M W2/vo mh mh A C C E S S R O A D A C C E S S R O A D 1501 4.161M 2.145M 8.486M 4.275M 10.848M \LPROPOSED STRUCTURE proposed boyz quators 4.316M 7.075M ENTRANCE 1.4m 1.5m 4.339M 8.846M septic tank s.a.pit VERANDAH \Lceramic tiles f.f. mh mh mh 19.5M 22.5M 29.4M 26.7M W2/vo mh mh A C C E S S R O A D A C C E S S R O A D 1501 4.161M 2.145M 8.486M 4.275M 10.848M \LPROPOSED STRUCTURE proposed boyz quators 4.316M 7.075M ENTRANCE 1.4m 1.5m 4.339M 8.846M septic tank s.a.pit DINE D2 D2 3150 3450 3150 3450 3150 3450 3150 3450 3150 3450 31650 3150 3450 LOUNGE\H1.087x; \H0.72x;\Lpvc tiles f.f. BEDROOM\H1.087x; \H0.72x;\Lpvc tiles f.f. STO.\H1.087x; \H0.72x;\Lcem. f.f. VERANDAH.\H1.087x; \H0.72x;\Ltiles f.f. D1/vo W1/vo W2/vo W3/vo W3/vo mh gt BATH \Ltiles f.f. D3 svp 229117.824560089 229117.824560089 D3 D3 LOUNGE\H1.087x; \H0.72x;\Lpvc tiles f.f. BEDROOM\H1.087x; \H0.72x;\Lpvc tiles f.f. STO.\H1.087x; \H0.72x;\Lcem. f.f. VERANDAH.\H1.087x; \H0.72x;\Ltiles f.f. D1/vo W1/vo W2/vo W3/vo W3/vo mh gt BATH \Ltiles f.f. D3 svp 229117.824560089 229117.824560089 D3 D3 LOUNGE\H1.087x; \H0.72x;\Lpvc tiles f.f. BEDROOM\H1.087x; \H0.72x;\Lpvc tiles f.f. STO.\H1.087x; \H0.72x;\Lcem. f.f. VERANDAH.\H1.087x; \H0.72x;\Ltiles f.f. D1/vo W1/vo W2/vo W3/vo W3/vo mh gt BATH \Ltiles f.f. D3 svp 229117.824560089 229117.824560089 D3 D3 LOUNGE\H1.087x; \H0.72x;\Lpvc tiles f.f. BEDROOM\H1.087x; \H0.72x;\Lpvc tiles f.f. STO.\H1.087x; \H0.72x;\Lcem. f.f. VERANDAH.\H1.087x; \H0.72x;\Ltiles f.f. D1/vo W1/vo W2/vo W3/vo W3/vo mh gt BATH \Ltiles f.f. D3 svp 229117.824560089 229117.824560089 D3 D3 LOUNGE\H1.087x; \H0.72x;\Lpvc tiles f.f. BEDROOM\H1.087x; \H0.72x;\Lpvc tiles f.f. STO.\H1.087x; \H0.72x;\Lcem. f.f. VERANDAH.\H1.087x; \H0.72x;\Ltiles f.f. D1/vo W1/vo W2/vo W3/vo W3/vo mh gt BATH \Ltiles f.f. D3 svp 229117.824560089 229117.824560089 D3 D3 229117.824560089 LOUNGE\H1.087x; \H0.72x;\Lpvc tiles f.f. BEDROOM\H1.087x; \H0.72x;\Lpvc tiles f.f. STO.\H1.087x; \H0.72x;\Lcem. f.f. VERANDAH.\H1.087x; \H0.72x;\Ltiles f.f. D1/vo W1/vo W2/vo W3/vo W3/vo gt BATH \Ltiles f.f. D3 svp 229117.824560089 229117.824560089 D3 D3 arch way wardrobe wardrobe cup board wardrobe step down work top arch way shelves LOUNGE \Lcer. tiles f.f. MASTER BEDROOM \Lpvc tiles f.f. VERANDAH \Lceramic tiles f.f. BEDROOM 2 \Lpvc tiles f.f. BEDROOM 3 \Lpvc tiles f.f. DINE \Ltiles f.f. KITCHEN \Lcer. tiles f.f. STORE \Lcem. scr. f.f. PORCH \Lcer. tiles f.f. BATH \Ltiles f.f. SHOWER \Ltiles f.f. D1/pvo D2/pvo D3 D4/vo D3 D3 D3 D3 D3 D4/vo W1/pvo W2/pvo W2/pvo W2/pvo W3/pvo W3/pvo W4/pvo W5/pvo W5/pvo W5/pvo W5/pvo mh mh mh gt svp to septic tank gt to septic tank septic tank s.a.pit 6450 150 4000 150 1000 150 4000 150 2050 150 1800 150 1550 1200 1750 600 1600 1500 4200 600 750 13750 150 3000 150 3000 150 150 4000 150 1000 150 4000 150 4000 150 13750 1400 1500 2750 1200 550 1500 550 1400 1500 1400 150 3000 150 3000 150 6450 450 3000 25° 1732 25° 25° \A1;S \A1;S \A1;113 \A1;75 \A1;113 \A1;173 \A1;113 \A1;225 \A1;U \A1;225 \A1;113 \A1;173 \A1;173 \A1;173 \A1;V \A1;113 \A1;T \A1;Q \A1;113 \A1;R \A1;75 \A1;P \A1;113 \A1;173 \A1;113 \A1;113 \A1;225 \A1;75 \A1;T \A1;173 \A1;1200 \A1;900 \A1;2100 \A1;3000 \A1;200 \A1;900 \A1;900 \A1;1200 6450 150 3000 150 3000 150 6450 150 3000 150 3000 150 450 900 1200 200 700 3000 900 1200 200 700 25° 1732 25° 150 4000 150 1000 150 4000 150 2050 150 1800 150 1550 1200 1750 600 1600 1500 4200 600 750 13750 150 4000 150 1000 150 4000 150 4000 150 13750 1400 1500 2750 1200 550 1500 550 1400 1500 1400 25° W2/pvo W2/pvo W2/pvo W2/pvo D2 D2 D2 D2 W3/pvo W5/pvo D3 D1/pvo D3 MASTER BEDROOM \Lpvc tiles f.f. D3 BOY'S BEDROOM 2 \Lpvc tiles f.f. GIRL'S BEDROOM 2 \Lpvc tiles f.f. SHO. \Ltiles f.f. LIVING ROOM \Lcer. tiles f.f. BATH \Ltiles f.f. W5/pvo \LFRONT ELEVATION \fRomantic|b0|i0|c2|p2;\l Sto. \Ltiles f.f. passage verandah \LTYPICAL SIDE ELEVATION \fRomantic|b0|i0|c2|p2;\l 395314.423261761 \LREAR ELEVATION \fRomantic|b0|i0|c2|p2;\l 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 O O 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 395314.423261761 LIVING ROOM 100mm high timber skirting 25mm cement screed of mix 1:3 on 150mm thick conc. floor slab of mix 1:3:6 on 230mm thick hardcore fillings on approved murrum soils. 230mm thick plinth walls 690x230mm conc. foundation footing. Trench depth to be determined on site. FOUNDATION CONSTRUCTION NOTES Use 25mm cem. mortar 1:3 mix plastered on wire lathe fixed on 75x50mm branderings on 100x50mm joists at 600mm c/c respectively on truss tie beams. CEILING CONSTRUCTION NOTES ROOF CONSTRUCTION NOTES Use 25 deg. roof pitch pre painted iron sheets & ridges on 100x50mm timber purlins on 100x50mm common rafters on 100x50mm struts & ties on 150x50mm tie beams on 100x75mm wall plates. 230x25mm fascia & berge boards. \L\C2;TYPICAL SECTION X-X \fRomantic|b0|i0|c2|p2;\H0.625x;\l (scale 1 : 100) \fArial|b0|i0|c162|p34;\H0.9202x; \H1.087x; dpc VER. gl gl 395314.423261761 395314.423261761 395314.423261761 395314.423261761 mh gt to septic tank mh svp W2/pvo W2/pvo W2/pvo W2/pvo D2 D2 D2 D2 W3/pvo W5/pvo D3 D1/pvo D3 MASTER BEDROOM \Lpvc tiles f.f. D3 BOY'S BEDROOM 2 \Lpvc tiles f.f. GIRL'S BEDROOM 2 \Lpvc tiles f.f. SHO. \Ltiles f.f. LIVING ROOM \Lcer. tiles f.f. BATH \Ltiles f.f. W5/pvo \LFRONT ELEVATION \fRomantic|b0|i0|c2|p2;\l Sto. \Ltiles f.f. passage verandah \LTYPICAL SIDE ELEVATION \fRomantic|b0|i0|c2|p2;\l 6450 \LREAR ELEVATION \fRomantic|b0|i0|c2|p2;\l 150 4000 150 1000 150 4000 150 2050 150 1800 150 1550 1200 1750 600 1600 1500 4200 600 750 13750 150 3000 150 3000 150 150 4000 150 1000 150 4000 150 4000 150 13750 1400 1500 2750 1200 550 1500 550 1400 1500 1400 6450 150 3000 150 3000 150 O O 450 900 1200 200 700 3000 900 1200 200 700 LIVING ROOM 100mm high timber skirting 25mm cement screed of mix 1:3 on 150mm thick conc. floor slab of mix 1:3:6 on 230mm thick hardcore fillings on approved murrum soils. 230mm thick plinth walls 690x230mm conc. foundation footing. Trench depth to be determined on site. FOUNDATION CONSTRUCTION NOTES Use 25mm cem. mortar 1:3 mix plastered on wire lathe fixed on 75x50mm branderings on 100x50mm joists at 600mm c/c respectively on truss tie beams. CEILING CONSTRUCTION NOTES ROOF CONSTRUCTION NOTES Use 25 deg. roof pitch pre painted iron sheets & ridges on 100x50mm timber purlins on 100x50mm common rafters on 100x50mm struts & ties on 150x50mm tie beams on 100x75mm wall plates. 230x25mm fascia & berge boards. \L\C2;TYPICAL SECTION X-X \fRomantic|b0|i0|c2|p2;\H0.625x;\l (scale 1 : 100) \fArial|b0|i0|c162|p34;\H0.9202x; \H1.087x; dpc VER. gl gl 25° 5 1732 25° mh gt to septic tank mh svp \L\C2;GROUND FLOOR PLAN \fRomantic|b0|i0|c2|p2;\H0.625x;\l (scale 1 : 75) \fArial|b0|i0|c162|p34;\H0.9202x; \H1.087x; P-P CROSS SECTION ROOF SPECIFICATIONS pre-painted iron sheets nailed on 100x50mm purlins on 100x50mm rafters 100x75mm wall plate. 1100 1650 150 150 2100 150 Latrine FOUNDATION CONSTRUCTION FLOOR SLAB 25mm cement sand screed (mix 1:3) on 150mm thick reinforced concrete slab (mix1:2:4) FOOTINGS \H1.142x;150x500xL concrete strip foundation (mix 1:3:6) to recieve\H0.8754x; \H1.142x;230mm thick plinth walls. Foundation depth to be determined on site. 9500 \A1;B O U N D A R Y W A L L -54.99m \A1;B O U N D A R Y W A L L-29.21m \A1;B O U N D A R Y W A L L-20.29m \A1;B O U N D A R Y W A L L-20.94m \A1;B O U N D A R Y W A L L-20.62m \A1;B O U N D A R Y W A L L-37.42m 13750 7000 8205 2060 12000 4000 22450 7135 36820 6450 E W S N N K.D.C consults l.t.d \C1;CIVIL AND STRUCTURAL ENGINEERS\H1.1x;\C256; \fBauhaus 93|b0|i0|c0|p82;\H0.90909x;Commercial Building 2nd fl. Rm.21 Mukono next to Satellite Beach. Mob: 0718 682865, 0706 329176. @mail:denniscoutinho7@gmail.com 25° 25° 900 1500 200 2550 200 400 400 15715 2190 3000 \A1;2700 \A1;3900 \A1;5400 \A1;3200 \A1;1200 \A1;900 \A1;3900 \A1;1780 \A1;3200 \A1;2780 \A1;3000 \A1;2500 \A1;2700 \A1;1800 \A1;3300 \A1;600 \A1;2260 \A1;3371 \A1;1400 \A1;1800 \A1;901 \A1;1200 \A1;1179 \A1;600 \A1;730 \A1;600 \A1;1200 \A1;1200 \A1;1225 \A1;600 \A1;555 \A1;900 \A1;900 \A1;1200 \A1;230 \A1;2700 \A1;150 \A1;1050 \A1;150 \A1;1230 \A1;150 \A1;2700 \A1;150 \A1;1250 \A1;230 \A1;3000 \A1;1430 \A1;1500 \A1;1200 \A1;754 \A1;2000 \A1;1446 \A1;1200 \A1;460 \A1;250 \A1;2500 \A1;730 \A1;230 \A1;3900 \A1;230 \A1;5400 \A1;230 \A1;3000 \A1;13105 \A1;13105 \A1;1800 \A1;4360 \A1;1000 \A1;3380 \A1;1800 \A1;230 \A1;3200 \A1;150 \A1;1780 \A1;150 \A1;3000 \A1;230 \A1;10540 \A1;1800 \A1;8740 \A1;13220 \A1;230 \A1;230 \A1;150 \A1;1500 \A1;2350 \A1;2430 \A1;2600 \A1;3000 \A1;115 \A1;230 \A1;1500 \A1;1000 \A1;1800 \A1;1755 \A1;2000 \A1;6385 \A1;1800 \A1;230 \A1;5050 \A1;230 \A1;3000 \A1;230 \A1;11940 \A1;1800 \A1;10140 \A1;230 \A1;1170 \A1;S \A1;S \A1;113 \A1;75 \A1;113 \A1;173 \A1;113 \A1;225 \A1;U \A1;225 \A1;113 \A1;173 \A1;173 \A1;173 \A1;V \A1;113 \A1;T \A1;Q \A1;113 \A1;R \A1;75 \A1;P \A1;113 \A1;173 \A1;113 \A1;113 \A1;225 \A1;75 \A1;T \A1;173 \A1;690 \A1;230 \A1;1200 \A1;1000 \A1;2200 \A1;230 \A1;2800 \A1;150 \A1;2500 \A1;150 \A1;2500 \A1;230 \A1;2220 \A1;230 \A1;881 \A1;1200 \A1;1342 \A1;1200 \A1;1208 \A1;1200 \A1;950 \A1;1200 \A1;1830 \A1;11010 \A1;230 \A1;3550 \A1;230 \A1;2020 \A1;150 \A1;3000 \A1;150 \A1;2800 \A1;230 \A1;780 \A1;1800 \A1;1430 \A1;1800 \A1;970 \A1;1800 \A1;1550 \A1;1500 \A1;730 \A1;12360 \A1;230 \A1;1820 \A1;230 \A1;3290 \A1;150 \A1;1410 \A1;150 \A1;5500 \A1;230 \A1;1830 \A1;1500 \A1;341 \A1;1200 \A1;1759 \A1;3000 \A1;1330 \A1;10960 \A1;230 \A1;1720 \A1;230 \A1;3350 \A1;150 \A1;3420 \A1;230 \A1;2800 \A1;230 \A1;1049 \A1;901 \A1;780 \A1;1800 \A1;1150 \A1;1200 \A1;420 \A1;1800 \A1;730 \A1;1800 \A1;730 \A1;12360 \A1;1050 \A1;1050 \A1;300 \A1;300 \A1;300 \A1;1050 \A1;1050 \A1;300 \A1;300 \A1;300 \A1;2230 \A1;1800 \A1;1000 \A1;150 \A1;2700 \A1;150 \A1;3400 \A1;3000 \A1;2679 \A1;5479 \A1;2000 \A1;2950 \A1;2600 \A1;1650 \A1;3970 \A1;3500 \A1;2000 NOTES: ...................................... ...................................... ...................................... ...................................... ...................................... ...................................... ...................................... ...................................... ...................................... ...................................... PS45 VAAL 256.00 WHITE PS45 VAAL 256.00 WHITE \A1;150 \A1;1900 \A1;2100 \A1;2500 \A1;200 \A1;200 \A1;200 \A1;1000 \A1;200 \A1;4000 \A1;200 \A1;1200 \A1;200 \A1;1500 \A1;200 \A1;3300 \A1;1900 \A1;150 \A1;1200 \A1;200 \A1;200 \A1;1000 \A1;200 \A1;1250 \A1;900 \A1;550 \A1;1200 \A1;1050 \A1;1200 \A1;400 \A1;900 \A1;150 \A1;1050 \A1;1050 \A1;800 \A1;1200 \A1;800 \A1;150 \A1;2000 \A1;150 \A1;2500 \A1;150 \A1;2500 \A1;150 \A1;2100 \A1;150 \A1;2500 \A1;150 \A1;12500 \A1;1650 \A1;900 \A1;1650 \A1;150 \A1;3900 \A1;150 \A1;4200 \A1;7825 \A1;600 \A1;525 \A1;600 \A1;2950 \A1;150 \A1;2000 \A1;150 \A1;2500 \A1;150 \A1;2500 \A1;150 \A1;1050 \A1;150 \A1;900 \A1;150 \A1;2500 \A1;150 \A1;12500 \A1;2700 \A1;1200 \A1;1500 \A1;1050 \A1;350 \A1;2100 \A1;150 \A1;750 \A1;3000 \A1;900 \A1;1200 \A1;150 \A1;230 \A1;520 \A1;1150 \A1;150 \A1;3900 \A1;150 \A1;4200 \A1;25° \A1;2979 \A1;2700 \A1;1200 \A1;1500 \A1;1050 \A1;2230 \A1;1800 \A1;1000 \A1;150 \A1;2700 \A1;150 \A1;3400 \A1;2950 \A1;2600 \A1;1650 \A1;3970 \A1;3500 \A1;2000 \A1;2230 \A1;1800 \A1;1000 \A1;150 \A1;2700 \A1;150 \A1;3400 \A1;2950 \A1;2600 \A1;1650 \A1;3970 \A1;3500 \A1;2000 \A1;2700 \A1;1200 \A1;1500 \A1;1050 \A1;1000 \A1;4200 \A1;1240 1200 13010 4000 8000 closet W3pvo W2pvo W3pvo W1pvo W4pvo D2pvo D3pvo D3pvo D3pvo d2pvo W6pvo W7pvo W7pvo D3pvo D4 D4 SITTING ROOM \W0.27797; \Lcer. fl tilesfl tiles MASTER BEDROOM \Lcer. fl tilesfl tiles BEDROOM-2 \Lcer. fl tilesfl tiles BEDROOM-1 \Lcer. fl tilesfl tiles closet closet DINING ROOM \Lcer. fl tilesfl tiles PORCH \Lterrazzo ff.ff. PANTRY \LTerrazzo f.f.f.f. KITCHEN \LTerrazzo f.f.f.f. VERANDAH \Lterrazzo ff.ff. ARCH-WAY 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 W7pvo W4pvo D3pvo D3pvo gt gt m.h m.h sp sp gt m.h to septic tank sho. sho. wc wc whb whb 235690.5763953499 235690.5763953499 W3pvo closet BEDROOM-3 \Lcer. fl tilesfl tiles 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 \W0.24905; EXISTING SHOPS 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 KITCHEN \Lterazzo f.f. BEDROOM \Lpvc tiles f.f. VERANDAH \Lceramic tiles f.f. BEDROOM \Lpvc tiles f.f. LAUND. \Ltiles f.f. STORE \Lcem. f.f. 235690.5763953499 235690.5763953499 235690.5763953499 235690.5763953499 D4 D4 D4 D4 D4 D4 W13/vo W13/vo W13/vo W15/vo 235690.5763953499 235690.5763953499 235690.5763953499 OPTION 2 \A1;3000 \A1;3000 \A1;230 \A1;2770 \A1;230 \A1;2770 \A1;230 \A1;3000 \A1;230 \A1;4000 \A1;BOUNDARY WALL 19.8m \A1;BOUNDARY WALL 20.0m \A1;BOUNDARY WALL 19.8m \A1;1000 \A1;4200 \A1;1040 \A1;12360 \A1;1200 \A1;1790 \A1;3790 \A1;1200 \A1;1697 \A1;3250 \A1;1040 \A1;12360 \A1;12500 \A1;1710 \A1;4200 \A1;5790 \A1;4000 \A1;8000 \A1;5679 \A1;1981 \A1;6740 \A1;4000 \A1;9060 A C C E S S R O A D 30M 18M 3.11m 1.5m 1.5m parking green compound ENTRANCE Toilet 10.11m 10.419m 5.85m 11.854m 11.503m 18M 30M mh septic tank s.a.pit mh mh W1/pvo W1/pvo W1/pvo W1/pvo D2 D2 D2 D2 W3/pvo W2/pvo D3 D1/pvo D3 MASTER BEDROOM \Lpvc tiles f.f. D3 BOY'S BEDROOM 2 \Lpvc tiles f.f. GIRL'S BEDROOM 2 \Lpvc tiles f.f. SHO. \Ltiles f.f. LIVING ROOM \Lcer. tiles f.f. BATH \Ltiles f.f. W2/pvo \LFRONT ELEVATION \fRomantic|b0|i0|c2|p2;\l Sto. \Ltiles f.f. passage verandah \LTYPICAL SIDE ELEVATION \fRomantic|b0|i0|c2|p2;\l 5 \LREAR ELEVATION \fRomantic|b0|i0|c2|p2;\l 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 O O 5 5 LIVING ROOM 100mm high timber skirting 25mm cement screed of mix 1:3 on 150mm thick conc. floor slab of mix 1:3:6 on 230mm thick hardcore fillings on approved murrum soils. 230mm thick plinth walls 690x230mm conc. foundation footing. Trench depth to be determined on site. FOUNDATION CONSTRUCTION NOTES Use 25mm cem. mortar 1:3 mix plastered on wire lathe fixed on 75x50mm branderings on 100x50mm joists at 600mm c/c respectively on truss tie beams. CEILING CONSTRUCTION NOTES ROOF CONSTRUCTION NOTES Use 25 deg. roof pitch pre painted iron sheets & ridges on 100x50mm timber purlins on 100x50mm common rafters on 100x50mm struts & ties on 150x50mm tie beams on 100x75mm wall plates. 230x25mm fascia & berge boards. \L\C2;TYPICAL SECTION X-X \fRomantic|b0|i0|c2|p2;\H0.625x;\l (scale 1 : 100) \fArial|b0|i0|c162|p34;\H0.9202x; \H1.087x; dpc VER. gl gl 5 5 5 5 mh gt to septic tank mh svp \fSansSerif|b0|i1|c2|p2;Job No. \fSansSerif|b0|i1|c2|p2;Client \fSansSerif|b0|i1|c2|p2;Title \fSansSerif|b0|i1|c2|p2;Project \fSansSerif|b0|i1|c2|p2;Client s \fSansSerif|b0|i1|c2|p2;Date \fSansSerif|b0|i1|c2|p2;Checked \fSansSerif|b0|i1|c2|p2;Drawn \fSansSerif|b0|i1|c2|p2;Scale \fSansSerif|b0|i1|c2|p2;, \fSansSerif|b0|i1|c2|p2;Signature \fSansSerif|b0|i1|c2|p2;Notes Local Authority regulations hoop iron at every alternative course 5 P.V. indicates permanent ventilations 8 Check all dimensions on site with structural engineer's details 1 All work to be carried out in accordance with 11 All reinforced concrete work is to be in accordance 10 500 g polythene sheeting and anti-termite treatment to be provided under ground floor concrete slab to be of pvc pipe and encased in concrete 6 All drainage passing under building and drive area 9 All sanitary work to be in accordance with MoH 7 All inspection chambers in drive area to have 4 Provide damp proof course (D.P.C.) under all walls 3 All walls below 200 mm to be reinforced with 2 All figured dimensions to be taken in preference rules and regulations to scaled dimensions heavy duty covers NO. \fSansSerif|b0|i1|c2|p2;Revisions DATE REMARKS 12 All measurements in mm 01 as shown DEC, 2012. Micheal PROPOSED RESIDENTIAL HOUSE ON PLOT NO.........., BLOCK NO............, Mr. \fRomantic|b0|i0|c2|p2;P.O. BOX .........., TEL. Ground plans, Elevations, Sections, Doors and Windows Schedule, Site & Location Plans. WITH CEMENT CONCRETE BENCHING RENDERING 6. 90 575 600 825 5300 2700 1500 2700 3000 6430 37400 SIZES AND CAPACITY OF SEPTIC TANKS AND SOAKPITS 2. 30 495 500 655 3400 1700 1750 1700 1830 3510 10800 1. 15 495 500 655 2400 1200 1250 1200 1830 3500 5400 4. 60 495 600 655 4800 2400 1250 2400 3000 4280 21600 3. 45 495 500 655 4160 2080 1250 2080 2500 3860 16200 5. 75 575 600 825 4500 2450 1500 2450 3000 5400 27000 1. SOLID CONCRETE BLOCK WALLS TO BE RENDERED BOTH 3. COVER SLAB TO BE DESIGNED BY STRUCTURAL ENGINEER. 2. INLET/OUTLET PIPES TO BE OF SAME SIZE. 7. 100 575 600 825 5700 2800 1600 3280 3500 6480 35000 DESIGNED TO BE DISLUDGED EVERY THREE (3) YEARS. INTERNALLY AND EXTERNALLY WITH CEM/SAND MORTAR 1:4 STONE FILLING S VERIFY ON SITE LONGITUDINAL SECTION S FROM UNDERGROUND 5 PLAN DRAINS DRAINS UNDERGROUND FROM MHC-2 R.C SLAB TO STRUCTURAL ENGINEER'S DETAILS. 5 MHC-1 5 5 5 5 U 5 5 PLAN OVER SLAB MANHOLE-1 5 5 5 V TO SOAKPIT 5 SEPTIC TANK DETAILS MHC-3 T Q 5 R 5 P 5 MHC-4 5 5 5 5 5 T TO SOAKPIT 5 MANHOLE-2 TO SOAKPIT NOTES. BRICK WORK TO BE BUILT IN 1:5 CEMENT MORTAR AND RENDERED WITH 1:3 CEMENT SAND PLASTER 25MM THICK. FOUNDATION TO BE OF CONCRETE 1:3:6 MIX. NOTES. DESIGNED FOR WATER DISPOSAL ONLY USERS MARK P NO.OF Q S R T U SEPTIC TANK DIAMETER (SEE TABLE) OVER 1525 750 x 1070 230 200 475 TO 1000 450 x 600 115 125 1025 TO 450 600 x 1070 230 125 UP TO 450 450 x 450 115 125 SECTION THROUGH SOAK PIT SCHEDULE OF MANHOLE SIZES DIMENSIONS INTERNAL DEPTH TO INVERT FOUNDATION THICKNESS WALL THICKNESS NOTES. R.C SLAB TO STR. ENG'S DETAILS MHC-1 MHC-2 SILT BARRIER FROM SEPTIC MHC-3 MHC-4 TANK EARTH DEPTH EFFECTIVE DIAMETER V EFF. DEPTH SOAKPIT ( L ) CAPACITY THROUGH MANHOLE TYPICAL SECTION 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 block pillars 3000mm c/c. 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 DAVID P FRONT ELEVATION END ELEVATION 3050 \A1;150 \A1;1500 \A1;150 1100 \A1;150 P stance stance cem.scd.f.f 5 5 shower 5 \A1;150 \A1;150 \A1;150 \A1;150 \A1;3600

Language	English
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, boundary, casa, chalet, complete, construction, details, drainage, dwelling unit, DWG, facades, haus, house, location, logement, maison, plan, plans, quarters, residên, residence, residential, sections, unidade de moradia, villa, wohnung, wohnung einheit

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