Structural Steel Portal Frame Connection DWG Detail for AutoCAD

Structural Steel Portal Frame Connection DWG Detail for AutoCAD

Structural steel portal frame connection details including details of end plates; rafter to purlin connections

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

grade, vertical curves, on centreline, ground levels, distance, kilometre, alignment, horizontal, angle, skew, flow, final road levels, road marking, design, pavement, base, subbase, sel. layer, fill, gaf, gmh, culvert position, amendments, drawn:, designed:, approved:, checked:, physical development, morwa-bokaa road, mochudi, kgatleng district council, project, client, botswana, title, date, drawing no, scale, date:, approved on behalf of, signed:, direction, increasing km, material, notes on in situ, superelevation, revision notes, date, mark, notes, republic of botswana, stormwater drainage, housing at ramotswa., proposed border post and, ministry of works,transport and communications, department of architecture and building services, job title, client, drawing no., as shown, designed, scale, drawn, checked, job no., surveyed, rev, drawing title, layout and details, mbt, drain type c, drain type b, drain type a, distribution, box, gate, new access, walkway, interlocking paving, centreline parking, cross section through culvert, backfill, min, apron toe downstream, detail a, section a-a, detail b, see section c-c, for reinforcement, fencing standard, section b-b, reinforcement schedule, included in grid schedule, bridge, cattle, grid, member, dia, mark, bar, no., varies, shape, used as culvert to approval of the engineer, min depth, notes:, grouted stone pitching, plan, edge of road, on trapezoidal drain., road levels revised, pavement design added, passed, department of local government and development, rural adminstration centres, roadworks:, charles hill, sola medical whb, vestry, ladies, gents, change, office, counselling, pastor office, conference room, store, treasury office, office general-use room, general store, hall, kitchen, cold store, str., boys, girls, ent. lobby, covered area, storage, hallway, feeding, mothers, room, ramp down, ramp up, ramp, to main sewer line, s.v.p, floor drain, gulley, svp, brick paving on, sand bed to falls, joint, brick paving to falls, ms pole, timber beam, brick wall., toilet cubicles to, specialist detail., l.d.o., h.z, mogoditshane sda church, mogoditshane., drawn, dwg. no., tswana, design, architects, off.no., job no., job arch., drawing title, rev., second floor, broadhurst, gaborone, botswana, professional house, bbs mall, job title, initials, notes, drawings should not be scaled, work to figured, all dimensions and levels are to be verified on site, by the contractor before commencing any work, this drawing is copyright, dimensions only, pulpit, baptistry, fielders colour bond roof sheeting on m.s, fairface brick parapet wall., flashing and counter flashing., steel window frame., with an approved ant-poison, backfill trench to be treated, note:, damp proof membrane on compacted, granular hardcore fill., skylight soffit, ceiling, fairface brick bullnose soldier course., conc. commons to internal face with brickforce, danpalon skylight on lip channel purlins on, ms tube frame painted fixed on ms portal, gable end vent., frame fixed between portal and brickwall., column., frame., fielders colourbond steel roof sheeting fixed, on ms lip channel purlins fixed between brickwalls, on ms lip channel purlins on ms steel sub frame., slab thickening, n.g.l., flashing and counter flashing, one section jointed on site. fulbore outlet, slate or ceramic tile floor with, hardcore fill., solid brick or conc. blocks filled, reinforced conc. footings., fielders colourbond roof sheeting on m.s, lip channel purlins on steel trusses., soldier course fairface brick on, to r.c beam to engineers spec., damp proof membrane, covered area, sanctuary, between portals., soldier course bullnosed fairface, brick coping on dpm., eaves ceiling in fibre cement panels, fairface brickwork with brickforce, steel windows by windorf as per, spec., tile cill., brick pavers to fall, cornice, air brick, soldier course fair face, brick paving to fall, dpc, frame to north side only., timber for roof beam., teak door with pivot hinges, at top and bottom., double glazed panels, in aluminium frame., fixed to brandering as described elsewhere., brick paving to, falls., sisalation fixed on straining wires on portal, fixed to r.c slab., ridge capping by fielders., sisalation fixed on straining wires on steel, trusses., reinforced concrete, soldier course on ms angle, fixed to r.c beam., fairface brickwork as desc., elsewhere., patent glazing as desc., porte cochere, dpm, a frame to detail., east elevation, section e-e, section d-d, to lintol, soldier course coping bulnosed brick on dpm., ridge capping by fielders colourbond., stepped g.i. flashing on side wall, flashing by, fielders coloubond., framework clad with fibre cement fascia, and soffit painted., soldier course fixed to reinforced, concrete brick wall plastered, and finished with gamma zenith., concrete column and beam, surround to main entrance., patent glazed curtain wall with, to either side., stained glass in aluminium frame, skylight gable v

Raw text data extracted from CAD file:

180| GRADE VERTICAL CURVES 0.0m ON CL ON CENTRELINE GROUND LEVELS DISTANCE KILOMETRE ALIGNMENT HORIZONTAL KK 90| 270| 0| ANGLE SKEW FLOW FINAL ROAD LEVELS 3.00m RIGHT 3.50m LEFT ROAD MARKING DESIGN PAVEMENT BASE SUBBASE SEL. LAYER FILL GAF/MvN GAF GMH DESIGN SPEED = 80Km/h CULVERT POSITION AMENDMENTS DRAWN: DESIGNED: APPROVED: CHECKED: PHYSICAL DEVELOPMENT MORWA-BOKAA ROAD MOCHUDI KGATLENG DISTRICT COUNCIL ZEROkm TO 1,5KM PLAN & LONGITUDINAL SECTION PROJECT CLIENT Tel. 351654 Telefax 312890 BOTSWANA P. Bag BR 121. Broadhurst. Gaborone. CONSULTING ENGINEERS & PLANNERS BOTSWANA Civil & Planning Partnership TITLE JAN 1998 CP197/01 VERT: 1 : 100 HOR: 1 : 2000 DATE DRAWING No SCALE [ Date: KGATLENG DISTRICT COUNCIL Approved on Behalf of Signed: 150 mm Imported material, CBR > 50, Compacted to 98% Mod. AASHTO density 100-150 mm in situ material, CBR > 25, Compacted to 95% Mod. AASHTO density 150 mm in situ material, CBR > 15, Compacted to 93% Mod. AASHTO density DIRECTION INCREASING KM MATERIAL NOTES ON IN SITU SUPERELEVATION 115 120 125 130 PI=119,017 km 8,600 PI=119,750 km 9,000 PI=124,400 km 9,500 PI=125,150 km 9,750 8,520 8,540 8,560 8,580 8,620 8,640 8,660 8,680 8,720 8,740 8,760 8,780 8,820 8,840 8,860 8,880 8,920 8,940 8,960 8,980 9,020 9,040 9,060 9,080 9,120 9,140 9,160 9,180 9,220 9,240 9,260 9,280 9,320 9,340 9,360 9,380 9,420 9,440 9,460 9,480 9,520 9,540 9,560 9,580 9,620 9,640 9,660 9,680 9,720 9,740 9,760 9,780 9,820 9,840 9,860 9,880 9,920 9,940 9,960 9,980 8,500 8,600 8,700 8,800 8,900 9,000 9,100 9,200 9,300 9,400 9,500 9,600 9,700 9,800 9,900 10,000 18,350 18,430 18,577 18,751 18,884 19,017 19,380 19,360 19,060 19,180 19,300 19,600 19,600 19,680 19,640 19,600 19,590 19,530 19,004 19,177 19,350 19,741 19,768 19,670 19,760 19,850 19,910 20,020 20,450 20,400 20,350 20,222 20,224 19,934 20,082 20,230 20,450 20,550 20,290 20,570 20,850 21,370 21,490 21,450 21,650 21,850 22,350 22,350 22,350 22,350 22,350 22,350 22,350 22,350 22,350 22,350 22,050 22,250 22,690 22,770 22,850 23,170 23,090 22,800 22,825 22,850 22,912 22,912 22,962 22,937 22,912 22,850 22,850 22,852 22,851 22,850 18,142 18,299 18,457 18,611 18,745 18,854 18,939 19,000 19,039 19,076 19,113 19,149 19,186 19,223 19,259 19,296 19,333 19,369 19,406 19,443 19,479 19,516 19,553 19,593 19,659 19,756 19,882 20,038 20,220 20,407 20,592 20,778 20,965 21,150 21,337 21,522 21,708 21,895 22,080 22,267 22,452 22,638 22,825 23,010 23,196 23,382 23,562 23,729 23,884 24,026 24,155 24,272 24,376 24,467 24,546 24,613 24,673 24,732 24,793 24,853 24,912 24,951 24,945 24,895 24,800 24,662 24,503 24,342 24,183 24,022 23,863 23,702 23,543 23,382 23,223 23,062 18,229 18,387 18,544 18,699 18,832 18,941 19,026 19,087 19,127 19,164 19,200 19,237 19,274 19,310 19,347 19,383 19,420 19,457 19,493 19,530 19,567 19,603 19,640 19,680 19,747 19,843 19,970 20,126 20,308 20,494 20,680 20,866 21,052 21,238 21,424 21,610 21,796 21,982 22,168 22,354 22,540 22,726 22,912 23,098 23,284 23,470 23,650 23,817 23,971 24,113 24,243 24,359 24,463 24,555 24,634 24,700 24,760 24,820 24,880 24,940 25,000 25,038 25,032 24,982 24,888 24,750 24,590 24,430 24,270 24,110 23,950 23,790 23,630 23,470 23,310 23,150 18,142 18,299 18,457 18,611 18,745 18,854 18,939 19,000 19,039 19,076 19,113 19,149 19,186 19,223 19,259 19,296 19,333 19,369 19,406 19,443 19,479 19,516 19,553 19,593 19,659 19,756 19,882 20,038 20,220 20,407 20,592 20,778 20,965 21,150 21,337 21,522 21,708 21,895 22,080 22,267 22,452 22,638 22,825 23,010 23,196 23,382 23,562 23,729 23,884 24,026 24,155 24,272 24,376 24,467 24,546 24,613 24,673 24,732 24,793 24,853 24,912 24,951 24,945 24,895 24,800 24,662 24,503 24,342 24,183 24,022 23,863 23,702 23,543 23,382 23,223 23,062 L=100,0 K=165,495 L=100,0 K=133,914 L=200,0 K=317,460 L=100,0 K=90,909 +0,7875% +0,1833% +0,9300% +0,3000% -0,8000% CIVIL & PLANNING PARTNERSHIP CONSULTING ENGINEERS & PLANNERS P C P BOTSWANA Revision Notes By Date Mark Notes REPUBLIC OF BOTSWANA CPS116\604 STORMWATER DRAINAGE HOUSING AT RAMOTSWA. PROPOSED BORDER POST AND MINISTRY OF WORKS,TRANSPORT AND COMMUNICATIONS DEPARTMENT OF ARCHITECTURE AND BUILDING SERVICES Job Title Client Drawing No. Date AS SHOWN Designed Scale JS Drawn Checked Job No. Surveyed AUG.99 Rev Drawing Title LAYOUT AND DETAILS MBT H DRAIN TYPE C I DRAIN TYPE B DRAIN TYPE A DRAIN TYPE B 22.5 Distribution B Box gate new access WALKWAY 125mm NATURAL GRAVEL COMPRISING G5 OR BETTER 2.0% 2.0% INTERLOCKING PAVING CENTRELINE PARKING BLOCKS 55mm THICK (CONCRETE) 100mm SAND BED COMPACTED TO 95% MOD AASHTO IF SG3 THEN ADD (150mm OF G7 OR BETTER SG7 OR 15 COMPACTED TO 93% MOD AASHTO/ COMPACTED TO 93% MOD AASHTO) \A1;150 \A1;800 \A1;800 \A1;450 \A1;\U+2205450 51647.95254385853 51650.96660375956 51650.96660375956 51653.6756609361 51647.95254385853 1:20 CROSS SECTION THROUGH CULVERT BACKFILL 75mm SELECTED BEDDING MATERIAL PLAN OF 6m CATTLE GRID 225 1700 A 2150 MIN 850 B 1150 1150 6010 1150 225 B SCALE 1:100 1150 1150 C 4025 100 MIN 850 A C 250 MIN 850 1150 1150 6010 1150 APRON TOE DOWNSTREAM 400 DETAIL A Y4 Y6 SECTION A-A SCALE 1:100 1150 1150 150 4025 DETAIL B Y4 SEE SECTION C-C FOR REINFORCEMENT SLOPE MIN 0,5% MIN 850 DRILLED 100mm INTO CONCRETE 12mm BOLT WITH LOCK WASHER DETAIL A SCALE 1:10 50 26 26 Y4 Y6 45 70 25 500 FENCING STANDARD Y6-55mm c/c Y4-83mm c/c Y1-300mm c/c 40mm COVER SECTION B-B SCALE 1:25 RAILS 170mm c/c 150 132 Y5-200mm c/c 2150 132 225 85 1530 225 85 REINFORCEMENT SCHEDULE INCLUDED IN GRID SCHEDULE BRIDGE CATTLE 6m Y4 12 20 Y6 16 GRID Y5 12 200 4 22 Y5 Y1 10 - Y3 12 Y2 10 20 - 150 42 11 MEMBER GRID Y6 16 Y5 12 9m Y4 12 Y1 10 8 22 200 28 30 150 (mm) DIA MARK BAR NO. 6100 6115 1515 2070 200 VARIES 2070 3950 VARIES 4810 7600 1615 2070 200 VARIES SHAPE USED AS CULVERT TO APPROVAL OF THE ENGINEER 9) EROSION PROTECTION AND APRON TOE DOWNSTREAM WHEN SUPPORT AND BOTTOM SLOPE (TO 0,5%) 8) THE GRID CAN BE USED AS CULVERT BY CHANGING CENTRE 7) CAMBERED ROAD TO BE RAISED TO LEVEL OVER 20m LENGTH FULL WIDTH USING FLAT-FACED FILLET WELD WITH a=6mm 6) MAIN BEAMS ARE TO BE WELDED ONTO SECONDARY BEAMS 5) FOR FENCING REFER TO DWG No CP 147 / 61 4) RAIL H=127, B=127, b=63.5, W=1760mm, m=40kg/m 3) 25mm CHAMFERS TO BE PROVIDED ON ALL EXPOSED EDGES 2) CONCRETE CLASS 20/19 1) REINFORCEMENT - HIGH YIELD STEEL BARS MIN DEPTH NOTES: GROUTED STONE PITCHING VARIES 350 2000 SLOPE MIN 0,5% 200 300 1000 200 300 VARIES 200 300 x 150 STONE PITCHING A SCALE 1 : 20 PLAN GROUTED STONE PITCHING 300 A EDGE OF ROAD W 500 \A1;450 \A1;150 \A1;150 PLAN (AT ACCESS ROAD TO EXISTING HOUSES) 1:20 194.6330132820262 GROUTED STONE PITCHING ON TRAPEZOIDAL DRAIN. B 194.6330132820262 194.6330132820262 B ROAD LEVELS REVISED B JS 24.05.00 PAVEMENT DESIGN ADDED A 07.07.99 JS B 1:50; Passed Date Drawing No. Rev JUN 1999 Drawing Title Designed Drawn Scale C P P BOTSWANA REPUBLIC OF BOTSWANA MINISTRY OF LOCAL GOVERNMENT, LANDS & HOUSING DEPARTMENT OF LOCAL GOVERNMENT AND DEVELOPMENT RURAL ADMINSTRATION CENTRES 1:500; ROADWORKS: JS MBT LAYOUT AND DETAILS CHARLES HILL Checked Job No. CIVIL & PLANNING PARTNERSHIP CONSULTING ENGINEERS & PLANNERS CP119\604-04 Revision Notes Mark Date By Notes Client Job Title GROUTED STONE PITCHING VARIES 350 2000 200 SCALE 1 : 20 SECTION A-A 200 300 200 1000 300 VARIES SLOPE MIN 0,5% REPUBLIC OF BOTSWANA 7057 & 7058 1 SOLA MEDICAL WHB \A1;230 \A1;4470 \A1;230 \A1;4065 \A1;230 \A1;720 \A1;230 \A1;31270 \A1;230 \A1;4190 \A1;230 \A1;5365 \A1;230 \A1;230 \A1;740 \A1;230 \A1;4800 \A1;230 \A1;740 \A1;230 \A1;4800 \A1;230 \A1;230 \A1;740 \A1;4800 \A1;230 \A1;230 \A1;740 \A1;4800 \A1;230 \A1;230 \A1;740 \A1;4800 \A1;230 \A1;230 \A1;740 \A1;4800 \A1;230 \A1;230 \A1;740 \A1;51690 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;4800 \A1;1200 \A1;4800 \A1;1200 \A1;4800 \A1;1200 \A1;4800 \A1;1200 \A1;4800 \A1;1200 \A1;4800 \A1;1200 \A1;1643 \A1;2000 \A1;1642 \A1;1578 \A1;200 \A1;3600 \A1;5655 \A1;1578 \A1;345 \A1;3600 \A1;730 \A1;4000 \A1;4000 \A1;4000 \A1;3995 \A1;2925 \A1;3000 \A1;408 \A1;533 \A1;398 \A1;533 \A1;4127 \A1;230 \A1;4800 \A1;974 \A1;1022 \A1;1036 \A1;1022 \A1;3197 \A1;230 \A1;5530 \A1;115 \A1;2000 \A1;115 \A1;1885 \A1;115 \A1;1885 \A1;230 \A1;3955 \A1;230 \A1;230 \A1;4768 \A1;1022 \A1;925 \A1;3600 \A1;1800 \A1;3600 \A1;1800 \A1;3600 \A1;1800 \A1;3600 \A1;1800 \A1;6100 \A1;230 \A1;21385 \A1;44245 \A1;230 \A1;800 \A1;2400 \A1;1465 \A1;2400 \A1;1485 \A1;2400 \A1;1550 \A1;2400 \A1;759 \A1;1022 \A1;1373 \A1;2400 \A1;3553 \A1;533 \A1;2400 \A1;532 \A1;230 \A1;4000 \A1;115 \A1;3500 \A1;115 \A1;4040 \A1;460 \A1;2940 \A1;115 \A1;1770 \A1;460 \A1;3477 \A1;229 \A1;6330 \A1;150 \A1;1580 \A1;150 \A1;6330 \A1;230 \A1;3464 \A1;39915 \A1;3040 \A1;230 \A1;1160 \A1;1670 \A1;4500 \A1;230 \A1;7161 \A1;230 \A1;1226 \A1;1022 \A1;1445 \A1;1670 \A1;1168 \A1;826 \A1;2321 \A1;826 \A1;1053 \A1;230 \A1;1670 \A1;1022 \A1;1008 \A1;465 \A1;1578 \A1;465 \A1;3099 \A1;826 \A1;345 \A1;826 \A1;2559 \A1;115 \A1;826 \A1;1999 \A1;460 \A1;362 \A1;2200 \A1;970 \A1;2200 \A1;740 \A1;1341 \A1;2500 \A1;1341 \A1;1330 \A1;4000 \A1;1120 \A1;400 \A1;3600 \A1;690 \A1;1511 \A1;284 \A1;1511 \A1;284 \A1;1511 \A1;337 \A1;400 \A1;3600 \A1;692 \A1;1511 \A1;284 \A1;1511 \A1;284 \A1;1511 \A1;337 \A1;3948 \A1;1200 \A1;1200 \A1;1200 \A1;515 \A1;2400 \A1;515 \A1;1200 \A1;1200 \A1;1200 \A1;3948 \A1;6107 \A1;230 \A1;4688 \A1;8230 \A1;4688 \A1;4190 \A1;5365 \A1;2960 \A1;230 \A1;1425 \A1;2178 \A1;5285 \A1;230 \A1;970 \A1;2885 \A1;115 \A1;1902 \A1;4077 \A1;115 \A1;1173 \A1;230 \A1;4741 \A1;421 \A1;2000 \A1;438 \A1;2178 \A1;1000 \A1;2948 \A1;1200 \A1;8237 \A1;1200 \A1;2639 \A1;1000 \A1;1022 \A1;711 \A1;1511 \A1;406 \A1;1000 \A1;1022 \A1;1496 \A1;1022 \A1;1326 \A1;1578 \A1;1069 \A1;2400 \A1;973 \A1;1385 \A1;2800 \A1;1000 \A1;2000 \A1;1254 \A1;1416 \A1;1455 \A1;3600 \A1;1045 \A1;16070 \A1;6000 \A1;33280 \A1;47367 \A1;2206 \A1;1273 \A1;3501 \A1;1511 \A1;335 \A1;1511 \A1;908 \A1;914 \A1;1511 \A1;335 \A1;1511 \A1;3040 \A1;230 \A1;1200 \A1;3040 \A1;230 \A1;1200 \A1;3690 \A1;2077 \A1;1361 \A1;2435 \A1;375 \A1;1368 \A1;1266 \A1;1484 \A1;1484 \A1;1266 \A1;1367 \A1;2197 \A1;2196 \A1;4788 \A1;877 \A1;345 \A1;1105 \A1;1105 \A1;877 \A1;345 \A1;4788 \A1;7815 \A1;1000 \A1;2277 \A1;230 \A1;1000 \A1;1000 \A1;2060 VESTRY VESTRY LADIES GENTS CHANGE CHANGE GENTS LADIES OFFICE COUNSELLING PASTOR OFFICE CONFERENCE ROOM STORE STORE TREASURY OFFICE OFFICE GENERAL-USE ROOM OFFICE GENERAL-USE ROOM GENERAL STORE HALL KITCHEN COLD STORE STR. STORE BOYS GIRLS ENT. LOBBY COVERED AREA STORAGE HALLWAY HALLWAY -+0.000 FEEDING MOTHERS ROOM A C B STORE D D A B C D E G H F I STR. STR. B C E E Ramp down +0.300 +-0.000 RAMP UP RAMP UP RAMP UP RAMP UP RAMP RAMP UP HALLWAY -0.450 -+0.000 -+0.000 -0.450 -0.450 -0.450 -+0.000 -+0.000 -+0.000 UP Ramp down A 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 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99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 TO MAIN SEWER LINE S.V.P Floor drain & gulley Gulley svp Gulley Gulley svp Gulley Floor drain & gulley svp Gulley Gulley svp M/H1 M/H2 M/H3 M/H4 M/H5 M/H6 M/H7 M/H8 C7 C7 C7 C7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E4 E7H E7H E7H D7 E4 E4 E4 D2 D2 D2 E5F E5F E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 C7 C7 E7H E7H G22/C22 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 E5F E4 E4 E4 E4 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 E7H 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 99833.01932984847 D2 99833.01932984847 ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab ab Brick paving on sand bed to falls Brick paving on sand bed to falls 20mm Expansion joint 20mm Expansion joint 20mm Expansion joint 99833.01932984847 Brick paving on sand bed to falls Brick paving to falls 200mm d ms pole Laminated 300x150mm timber beam 1200mm High brick wall. 1200mm High brick wall. 99833.01932984847 99833.01932984847 99833.01932984847 Toilet cubicles to specialist detail. Toilet cubicles to specialist detail. Toilet cubicles to specialist detail. Toilet cubicles to specialist detail. 99833.01932984847 -0.225 230x600 beam E7D7 E7D7 E7D7 Brick paving on sand bed to falls Brick paving on sand bed to falls S.V.P Toilet cubicles to specialist detail. -+0.000 99833.01932984847 99833.01932984847 E7D7 E7D7 E7D7 E4 E4 E4 ab ab ab ab ab ab ab ab ab ab AS SHOWN L.D.O. SEPT'03 H.Z 02/002 G:\SDA MOGODITSHANE 4A MOGODITSHANE SDA CHURCH PLOT 1024 MOGODITSHANE. SECTIONS & ELEVATION MOG\SDA\104 DRAWN DWG. NO. SCALE tswana design architects Telephone: 267 353126 Fax: 267 353116 Off.No. JOB NO. DATE JOB ARCH. DRAWING TITLE REV. Second Floor Broadhurst P.O. Box 1194 Gaborone Botswana Professional House E-mail: tswanadesign@info.bw BBS Mall DATE JOB TITLE INITIALS REV. NOTES DRAWINGS SHOULD NOT BE SCALED, WORK TO FIGURED ALL DIMENSIONS AND LEVELS ARE TO BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE COMMENCING ANY WORK THIS DRAWING IS COPYRIGHT DIMENSIONS ONLY \A1;2600 \A1;3150 \A1;3375 \A1;2600 \A1;1446 \A1;654 \A1;500 \A1;7° \A1;4615 \A1;2400 \A1;505 \A1;1260 \A1;150 \A1;1260 \A1;3143 \A1;4165 \A1;5262 \A1;4105 \A1;430 \A1;230 \A1;230 \A1;670 \A1;900 \A1;690 \A1;690 \A1;2400 \A1;600 \A1;3158 \A1;2850 \A1;300 \A1;15° \A1;987 \A1;1245 \A1;368 \A1;2600 \A1;250 \A1;2064 \A1;1086 \A1;690 \A1;1930 \A1;15° \A1;2064 \A1;1086 \A1;690 \A1;900 \A1;690 \A1;5080 \A1;5080 \A1;900 \A1;690 \A1;690 \A1;900 \A1;690 \A1;8000 A B C D E G H F 79322.21219823556 -0.450 -1.050 +0.300 -+0.000 -+0.000 ENT. LOBBY STORE VESTRY I Ceiling lvl. 3.150 Ceiling lvl. 3.375 Ceiling lvl. 3.150 79322.21219823556 79322.21219823556 79322.21219823556 PULPIT BAPTISTRY 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 230mm Brickwall fairface to external face. Brickforce every 4th course. Fielders colour bond roof sheeting on m.s lip channel purlins on industrial 420 Fairface brick parapet wall. Flashing and counter flashing. 12mm fibre cement flashing piece. Steel window frame. WITH AN APPROVED ANT-POISON BACKFILL TRENCH TO BE TREATED ALL AREAS UNDER FLOOR SLAB & NOTE: on single layer of 250mm micron damp proof membrane on compacted 42mm sand/cement screed on 150mm thk. concrete slab with ref 193 reinforced mesh granular hardcore fill. Skylight soffit Ceiling Ceiling lvl. 4.615 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 Datum -+0.000 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 -0.600 Fairface brick bullnose soldier course. 115mm Lobatse clay fairface brick and 115mm conc. commons to internal face with brickforce every 4th course. 10mm joints raked. Danpalon skylight on lip channel purlins on ms tube frame painted fixed on ms portal Gable end vent. Rhinoboard ceiling fixed to 38x38mm brandering fixed to 100x50mm s/w sub frame fixed between portal and brickwall. I-Beam fixed between portal & stub column. frame. Fielders colourbond steel roof sheeting fixed on ms lip channel purlins fixed between brickwalls Fielders colourbond steel roof sheeting fixed on ms lip channel purlins on ms steel sub frame. Flashing and counter flashing. 79322.21219823556 79322.21219823556 Gable end vent. 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 Slab thickening N.G.L. 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 Flashing and counter flashing MOTHERS FEEDING OFFICE ROOM COUNSELLING N.G.L. 1000mm girth gutter in fibre glass cast in one section jointed on site. Fulbore outlet at 6000mm c/c to 200mm R.W.D.P. Fairface brick bullnose soldier course. 115mm Lobatse clay fairface brick and 115mm conc. commons to internal face with brickforce every 4th course. 10mm joints raked. Slate or ceramic tile floor with joints to be specified on 42mm s/c screed laid in panels on 150mm r.c slab with heavy duty mesh on 200mm well compacted hardcore fill. Foundation walls nominally 230mm solid brick or conc. Blocks filled solid with conc. mix on 230x690mm reinforced conc. footings. Rhinoboard ceiling fixed to 38x38mm Brandering fixed to 100x50mm steel truss @ 1200mm c/c. Fielders colourbond roof sheeting on m.s lip channel purlins on steel trusses. 115mm Lobatse clay fairface brick and 115mm conc. commons to internal face with brickforce every 4th course. 10mm joints raked. Soldier course fairface brick on 75x50mm internal ms angle bolted to r.c beam to engineers spec. 150 x 230mm Air brick opening. 12mm fibre cement flashing piece. Damp proof membrane 1000mm conc. apron 85mm thk 79322.21219823556 Covered area KITCHEN -0.450 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 -+0.000 SANCTUARY +0.300 -+0.000 -0.450 N.G.L. Rhinoboard ceiling fixed to 38x38mm Brandering fixed to 100x50mm s/w sub frame fixed between portals. Soldier course bullnosed fairface brick coping on dpm. Eaves ceiling in fibre cement panels Soldier course fairface brick on 75x50mm internal ms angle bolted to r.c beam to engineers spec. Fairface brickwork with brickforce every 4th course. Steel windows by windorf as per spec. Tile cill. Slate or ceramic tile floor with joints to be specified on 42mm s/c screed laid in panels on 150mm r.c slab with heavy duty mesh on 200mm well compacted hardcore fill. Foundation walls nominally 230mm solid brick or conc. Blocks filled solid with conc. mix on 230x690mm HALL 79322.21219823556 79322.21219823556 79322.21219823556 Slate or ceramic tile floor with joints to be specified on 42mm s/c screed laid in panels on 150mm r.c slab with heavy duty mesh on 200mm well compacted hardcore fill. Foundation walls nominally 230mm solid brick or conc. Blocks filled solid with conc. mix on 230x690mm reinforced conc. footings. 79322.21219823556 79322.21219823556 Rhinoboard ceiling fixed to 38x38mm Brandering fixed to 100x50mm steel truss @ 1200mm c/c. Fielders colourbond roof sheeting on m.s lip channel purlins on steel trusses. 115mm Lobatse clay fairface brick and 115mm conc. commons to internal face with brickforce every 4th course. 10mm joints raked. Soldier course fairface brick on 75x50mm internal ms angle bolted to r.c beam to engineers spec. 150 x 230mm Air brick opening. 12mm fibre cement flashing piece. Damp proof membrane Brick pavers to fall 79322.21219823556 Cornice Air brick Soldier course fair face Brick paving to fall dpc Datum -+0.000 Datum -+0.000 Danpalon skylight on lip channel purlins on ms tube frame painted fixed on ms portal frame to north side only. Fielders colourbond steel roof sheeting fixed on ms lip channel purlins on industrial 420 300x150mm Laminated timber for roof beam. Slate or ceramic tile floor with joints to be specified on 42mm s/c screed laid in panels on 150mm r.c slab with heavy duty mesh on 200mm well compacted hardcore fill. Foundation walls nominally 230mm solid brick or conc. Blocks filled solid with conc. mix on 230x690mm reinforced conc. footings. WITH AN APPROVED ANT-POISON BACKFILL TRENCH TO BE TREATED ALL AREAS UNDER FLOOR SLAB & NOTE: WITH AN APPROVED ANT-POISON BACKFILL TRENCH TO BE TREATED ALL AREAS UNDER FLOOR SLAB & NOTE: 79322.21219823556 79322.21219823556 -0.450 Brick paving on sand bed to falls sand bed to falls ab ab ab ab ab ab ab ab ab ab Solid 2 No. 1200mm Timber teak door with pivot hinges at top and bottom. Double glazed panels in aluminium frame. Rhinoboard ceiling fixed to 38x38mm brandering @600mm c/c. fixed to brandering as described elsewhere. 79322.21219823556 79322.21219823556 79322.21219823556 Brick paving to falls. Brick paving to falls. 79322.21219823556 79322.21219823556 Eaves ceiling in fibre cement panels fixed to brandering as described elsewhere. 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 79322.21219823556 sisalation fixed on straining wires on portal fixed to r.c slab. Danpalon skylight on lip channel purlins on ms tube frame painted fixed on ms portal frame to north side only. Fielders colourbond steel roof sheeting fixed on ms lip channel purlins on industrial 420 sisalation fixed on straining wires on portal fixed to r.c slab. 79322.21219823556 Ridge capping by fielders. Ridge capping by fielders. sisalation fixed on straining wires on steel trusses. Reinforced concrete Soldier course on ms angle fixed to r.c beam. Fairface brickwork as desc. elsewhere. Patent glazing as desc. PORTE COCHERE Dpm A Frame to detail. A B N.G.L. C D E F G H I A B C D E G H F I Datum -+0.000 Datum -+0.000 Datum -+0.000 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E4 E4 E4 D2 D2 D2 D2 D2 D2 D2 D2 E7H D2 D2 E4 E4 E5F E4 E4 D2 D2 E4 E4 E4 E4 E7H E7H E7H C7 C7 C7 C7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 E7D7 D7 AS SHOWN L.D.O. SEPT'03 H.Z 02/002 G:\SDA MOGODITSHANE 4A MOGODITSHANE SDA CHURCH PLOT 1024 MOGODITSHANE. SECTIONS & ELEVATION MOG\SDA\104 EAST ELEVATION SCALE 1:100 SECTION E-E SCALE 1:100 SECTION D-D SCALE 1:100 DRAWN DWG. NO. SCALE tswana design architects Telephone: 267 353126 Fax: 267 353116 Off.No. JOB NO. DATE JOB ARCH. DRAWING TITLE REV. Second Floor Broadhurst P.O. Box 1194 Gaborone Botswana Professional House E-mail: tswanadesign@info.bw BBS Mall DATE JOB TITLE INITIALS REV. NOTES DRAWINGS SHOULD NOT BE SCALED, WORK TO FIGURED ALL DIMENSIONS AND LEVELS ARE TO BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE COMMENCING ANY WORK THIS DRAWING IS COPYRIGHT DIMENSIONS ONLY \A1;690 \A1;600 \A1;900 \A1;230 \A1;1587 \A1;654 \A1;359 \A1;550 \A1;766 \A1;2586 \A1;3257 \A1;4991 \A1;8000 LADIES GENTS -+0.000 -+0.000 N.G.L. N.G.L. -0.600 -0.600 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 143693.5359347474 Slate or ceramic tile floor with joints to be specified on 42mm s/c screed laid in panels on 150mm r.c slab with heavy duty mesh on 200mm well compacted hardcore fill. Foundation walls nominally 230mm solid brick or conc. Blocks filled solid with conc. mix on 230x230mm reinforced conc. footings. Soldier course fairface brick on 75x50mm internal ms angle bolted to lintol Fairface brickwork with brickforce every 4th course. Steel windows by windorf as per spec. Tile cill. Rhinoboard ceiling fixed to 38x38mm Brandering fixed to 100x50mm s/w sub frame at 600mm c/c. Soldier course bullnosed fairface brick coping on dpm. Rhinoboard ceiling fixed to 38x38mm Brandering fixed to 100x50mm s/w sub frame fixed between portals. Soldier course coping bulnosed brick on dpm. Ridge capping by fielders colourbond. Fielders colourbond steel roof sheeting fixed on ms lip channel purlins fixed between brickwalls Stepped G.I. flashing on side wall, flashing by fielders coloubond. 300x300mm gutter fixed in ms bracket framework clad with fibre cement fascia and soffit painted. Soldier course fixed to reinforced conc. beam & 100mm slab. Concrete brick wall plastered and finished with gamma zenith. Concrete column and beam surround to main entrance. Solid 2 No. 1200mm Timber teak door with pivot hinges at top and bottom. 143693.5359347474 143693.5359347474 Datum -+0.000 Concrete brick wall plastered and finished with gamma zenith. Concrete column and beam surround to main entrance. Solid 2 No. 1200mm Timber teak door with pivot hinges at top and bottom. Patent glazed curtain wall with 2no.Friction stay window openings to either side. Patent glazed curtain wall with 2no.Friction stay window openings to either side. Stained glass in aluminium frame Skylight gable vent in aluminium Fielders colourbond steel roof sheeting fixed on ms lip channel purlins on ms steel portal frame at 6000mm c/c fixed to r.c slab. WITH AN APPROVED ANT-POISON BACKFILL TRENCH TO BE TREATED ALL AREAS UNDER FLOOR SLAB & NOTE: Datum -+0.000 Datum -+0.000 143693.5359347474 Danpalon skylight on lip channel purlins on ms tube frame painted fixed on ms portal frame to north side only. Fielders colourbond steel roof sheeting fixed on ms lip channel purlins on industrial 420 sisalation fixed on straining wires on portal fixed to r.c slab. Reinforced concrete A Frame to detail. AS SHOWN L.D.O. SEPT'03 H.Z 02/002 G:\SDA MOGODITSHANE 4A MOGODITSHANE SDA CHURCH PLOT 1024 MOGODITSHANE. SECTIONS & ELEVATION MOG\SDA\104 DRAWN DWG. NO. SCALE tswana design architects Telephone: 267 353126 Fax: 267 353116 Off.No. JOB NO. DATE JOB ARCH. DRAWING TITLE REV. Second Floor Broadhurst P.O. Box 1194 Gaborone Botswana Professional House E-mail: tswanadesign@info.bw BBS Mall DATE JOB TITLE INITIALS REV. NOTES DRAWINGS SHOULD NOT BE SCALED, WORK TO FIGURED ALL DIMENSIONS AND LEVELS ARE TO BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE COMMENCING ANY WORK THIS DRAWING IS COPYRIGHT DIMENSIONS ONLY AS SHOWN L.D.O. SEPT'03 H.Z 02/002 G:\SDA MOGODITSHANE 4A MOGODITSHANE SDA CHURCH PLOT 1024 MOGODITSHANE. FLOOR PLAN MOG\SDA\101 DRAWN DWG. NO. SCALE tswana design architects Telephone: 267 353126 Fax: 267 353116 Off.No. JOB NO. DATE JOB ARCH. DRAWING TITLE REV. Second Floor Broadhurst P.O. Box 1194 Gaborone Botswana Professional House E-mail: tswanadesign@info.bw BBS Mall DATE JOB TITLE INITIALS REV. NOTES DRAWINGS SHOULD NOT BE SCALED, WORK TO FIGURED ALL DIMENSIONS AND LEVELS ARE TO BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE COMMENCING ANY WORK THIS DRAWING IS COPYRIGHT DIMENSIONS ONLY AS SHOWN L.D.O. SEPT'03 H.Z 02/002 G:\SDA MOGODITSHANE 4A MOGODITSHANE SDA CHURCH PLOT 1024 MOGODITSHANE. SECTIONS MOG\SDA\102 DRAWN DWG. NO. SCALE tswana design architects Telephone: 267 353126 Fax: 267 353116 Off.No. JOB NO. DATE JOB ARCH. DRAWING TITLE REV. Second Floor Broadhurst P.O. Box 1194 Gaborone Botswana Professional House E-mail: tswanadesign@info.bw BBS Mall DATE JOB TITLE INITIALS REV. NOTES DRAWINGS SHOULD NOT BE SCALED, WORK TO FIGURED ALL DIMENSIONS AND LEVELS ARE TO BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE COMMENCING ANY WORK THIS DRAWING IS COPYRIGHT DIMENSIONS ONLY AS SHOWN L.D.O. SEPT'03 H.Z 02/002 G:\SDA MOGODITSHANE 4A MOGODITSHANE SDA CHURCH PLOT 1024 MOGODITSHANE. ELEVATIONS MOG\SDA\103 DRAWN DWG. NO. SCALE tswana design architects Telephone: 267 353126 Fax: 267 353116 Off.No. JOB NO. DATE JOB ARCH. DRAWING TITLE REV. Second Floor Broadhurst P.O. Box 1194 Gaborone Botswana Professional House E-mail: tswanadesign@info.bw BBS Mall DATE JOB TITLE INITIALS REV. NOTES DRAWINGS SHOULD NOT BE SCALED, WORK TO FIGURED ALL DIMENSIONS AND LEVELS ARE TO BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE COMMENCING ANY WORK THIS DRAWING IS COPYRIGHT DIMENSIONS ONLY 1:100 ON SITE. FOUNDATIONS MASONRY: 4. ALL REINFORCED CONCRETE PADS AND FOOTINGS ARE TO BE 3. MIN. COVER TO RNFT: SIDES 75mm, TOP AND BOTTOM 50mm. 2. CONCRETE TO BE GRADE 25(CLASS 25/19). 1. FORMATION LEVELS ARE TO BE VERIFIED BY THE ENGINEER PRIOR TO CONCRETING. TO INSPECT EXCAVATIONS AND ANY FIXED REINFORCEMENT 6. THE ENGINEER IS TO BE NOTIFIED AND GIVEN THE OPPORTUNITY 5. DESIGN BEARING CAPACITY=100kN/SQU.m. CAST UPON 50mm THICK GRADE 15 CONCRETE BLINDING. 2. BRICKFORCE TO BE PROVIDED IN EVERY COURSE IN FOUNDATIONS AND IN EVERY COURSE ABOVE LINTOLS AND EAVES OR FLOOR LEVEL. 1. BRICKWORK TO BE OF GRADE 10N\sq.mm CRUSHING STRENGTH. INTERMEDIATE BRICKFORCE TO BE PROVIDED IN EVERY THIRD COURSE. 7. ALL FOUNDATION TRENCHES,SURFACE BEDS AND PAVED AREAS TO BE SPRAYED WITH APPROVED TERMITE POISONING PRIOR TO CASTING OF FOUNDATIONS. Notes 1. ALL STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH ALL PROVISION OF ANY PROTECTION NECESSARY TO THE WORKS DURING CONSTRUCTION, INCLUDING ANY SHORING REQUIRED FOR EXCAVATIONS. 5. ALL DIMENSIONS/LEVELS ARE TO BE CHECKED ON SITE BY THE 4. ALL STRUCTURAL LEVELS ARE IN METRES. 3. ALL DIMENSIONS ARE IN MILLIMETRES. 2. NO DRAWING IS TO BE SCALED AND ONLY FIGURED DIMENSIONS ARE TO RELEVANT ARCHITECTS, SERVICES AND ENGINEERS DRAWINGS. FOR THE DESIGN AND DETAILING OF ALL TEMPORARY WORKS ;AND THE 7. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL STABILITY; DRAWINGS TO BE REPORTED TO THE ENGINEERS/ARCHITECTS IMMEDIATELY. 6. ANY DISCREPANCIES FOUND BETWEEN THE ENGINEERS AND ARCHITECTS CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS. BE USED. GENERAL BOTSWANA P C P CONSULTING ENGINEERS & PLANNERS CPP BOTSWANA (PTY.) LTD. PLOT 1024 MOGODITSHANE FOUNDATION LAYOUT Client/Job Title MOGODITSHANE SDA CHURCH Rev Approved NOV.2003 Drawing No. Date Job No. Checked MAHUNGA MAP Drawn Scale Designed CPS148 MOG/SAD/101 By JS Notes Mark A Revision Notes Date 30.3.01 FINISHED ROAD LEVELS ADDED \A1;190 \A1;110 \A1;110 \A1;85 \A1;45 \A1;45 \A1;250 \A1;190 \A1;150 \A1;110 \A1;110 \A1;85 \A1;19 \A1;1500 \A1;250 \A1;1000 \A1;24 \A1;74 \A1;120 \A1;120 \A1;159 \A1;190 \A1;83 \A1;20 \A1;35 \A1;35 \A1;74 \A1;120 \A1;120 \A1;159 \A1;190 \A1;83 \A1;56 \A1;56 \A1;42 \A1;90 \A1;200 \A1;745 \A1;745 \A1;250 \A1;1000 \A1;20 \A1;80 \A1;150 \A1;100 \A1;35 \A1;35 \A1;55 \A1;55 7266.844974592037 7266.844974592037 7266.844974592037 406x178x54 UB RAFTER 254x146x25 UB STANCHION 253x146x25 UB STANCHION 406x178x54 UB RAFTER 4 No. M16 BOLTS (GRADE 8.8). 10mm THICK END PLATE H H H-H DETAIL 3 7266.844974592037 125x75x8 RSA 150 LONG CLEAT TYPICAL PURLIN CLEAT DETAIL C/L OF TRUSS -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 EX 406x178x46 UB 406x178x54 UB RAFTER 406x178x54 UB STANCHION 125x50x20x2.5 CFLC PURLIN (TYPICAL) 200x745x16 THICK END PLATE -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 10 No. M20 BOLTS (GRADE 8.8). 150x50x20x2.5 CFLC PURLIN (TYPICAL) -11848.35338088158 -11848.35338088158 10 No. M20 BOLTS (GRADE 8.8). 16mm THICK STIFFENER PLATES 250x745x15 THICK END PLATE 10 No. M20 BOLTS (GRADE 8.8). 40x40x3 RSA SAG ROD AT MID POINTS OF PURLIN SUPPORTS (TYPICAL) EX 406x178x54 UB 406x178x54 UB RAFTER -11848.35338088158 200x90x10 END PLATE 180x70 PFC EAVES BEAM 406x178x54 UB COLUMN 40x40x3 RSA SAG ROD AT MID POINTS OF PURLIN SUPPORTS (TYPICAL) 2 No. M20 BOLTS (GRADE 8.8) 10 No. M20 BOLTS (GRADE 8.8). 10mm THICK END PLATE 406x178x54 UB RAFTER DETAIL 1 A-A B-B B B A A C C DETAIL 2 C-C -11848.35338088158 -11848.35338088158 -11848.35338088158 -11848.35338088158 4 No. 14 Dia. HOLES FOR M12 BOLTS 406x178x46 UB RAFTER 125x75x8 RSA 150 LONG CLEAT TYPICAL PURLIN CLEAT DETAIL C/L OF TRUSS 4 No. 14 Dia. HOLES FOR M12 BOLTS 406x178x46 UB RAFTER PUTLIN CLEAT 2 No. SLOTTED HOLES AT EXPANSION JOINT 12mm THK. PLATES STIFFENERS DETAIL 4 C/L OF RAFTER \A1;40 \A1;30 KNEE BRACING NEAR HAUNCH 16d HOLE FOR M16 BOLT 150x50x20x2.5 C.F.L.C 10mm THK. GUSSET PLATE 16d HOLE FOR M16 BOLT 60x60x6 RSA 60x60x6 RSA 1 PER RAFTER 40No. OFF \A1;60 \A1;60 \A1;40 \A1;150 \A1;150 250 \A1;40 \A1;60 \A1;60 \A1;150 \A1;150 250 \A1;150 \A1;150 \A1;120 \A1;120 \A1;120 \A1;83 \A1;45 \A1;45 \A1;250 \A1;19 \A1;24 \A1;83 \A1;20 \A1;35 \A1;35 \A1;56 \A1;56 \A1;42 \A1;90 \A1;200 \A1;250 \A1;20 \A1;80 \A1;150 \A1;100 150 x 90 x 10 L CLEAT 230 LONG TYP. PURLIN TO TRUSS CONNECTION DETAIL 40 50 60 TRUSS TOP CHORD WELDED TO TRUSS. 4\M12 BOLTS GRADE 8.8 125 230 10mm GAP \A1;20 \A1;35 \A1;35 \A1;150 %% 225x75x8 RSA 150 LONG CLEAT TYPICAL PURLIN CLEAT DETAIL C/L OF TRUSS 946.9143685129093 946.9143685129093 946.9143685129093 946.9143685129093 -537.6536718134521 -537.6536718134521 -537.6536718134521 -537.6536718134521 -1082.221483337635 -1322.209836127775 -1322.209836127775 -1322.209836127775 -1322.209836127775 EX 356x171x45 UB 356x171x45 UB RAFTER 356x171x45 UB STANCHION 150x65x20x2.5 CFLC PURLIN (TYPICAL) 250x693x16 THICK END PLATE -537.6536718134521 -537.6536718134521 -537.6536718134521 -537.6536718134521 -537.6536718134521 10 No. M20 BOLTS (GRADE 8.8). -1082.221483337635 10 No. M20 BOLTS (GRADE 8.8). 16mm THICK STIFFENER PLATES 250x512x12 THICK END PLATE 8 No. M20 BOLTS (GRADE 8.8). 40x40x3 RSA SAG ROD AT MID POINTS OF PURLIN SUPPORTS (TYPICAL) EX 356x171x45 UB 356x171x45 UB RAFTER 200x90x10 END PLATE 180x70 PFC EAVES BEAM 356x171x45 UB COLUMN 2 No. M20 BOLTS (GRADE 8.8) 10 No. M20 BOLTS (GRADE 8.8). 356x171x45 UB RAFTER DETAIL 1 A-A B-B B B A A C C DETAIL 2 C-C -537.6536718134521 946.9143685129093 946.9143685129093 -467.9738822811632 4 No. 14 Dia. HOLES FOR M12 BOLTS 356x171x45 UB RAFTER TYPICAL PURLIN CLEAT DETAIL 4 No. 14 Dia. HOLES FOR M12 BOLTS 2 No. SLOTTED HOLES AT EXPANSION JOINT 12mm THK. PLATES STIFFENERS C/L OF RAFTER \A1;40 \A1;30 KNEE BRACING NEAR HAUNCH 16d HOLE FOR M16 BOLT 150x65x20x2.5 C.F.L.C 10mm THK. GUSSET PLATE 16d HOLE FOR M16 BOLT 60x60x6 RSA 60x60x6 RSA 1 PER RAFTER 50 50 50 12mm THK. PLATES STIFFENERS 400 600 600 \A1;74 120 115 120 512 83 120 120 120 150 693 \A1;83 115 \A1;120 \A1;120 5 5 5 (GRADE 8.8). 6 No. M20 BOLTS 150x254x12 THICK END PLATE 254 67 60 DETAIL 3 150 60 67 \A1;60 40 125 40 50 \A1;60 356x171x45 UB RAFTER 225x75x8 RSA 150 LONG CLEAT 50 50 125 C/L OF TRUSS

Language	English
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Parking
Tags	arpintaria, atelier, atelier de mécanique, atelier de menuiserie, autocad, carpentry workshop, connection, construction details, DETAIL, details, DWG, frame, including, mechanical workshop, mechanische werkstatt, oficina, oficina mecânica, plates, portal, schreinerei, steel, structural, werkstatt, workshop