PROJECT: PROPOSED GARBAHAREY MEAT MARKET - GARBAHAREY DISTRICT - CONSULTANTS: GARBAHAREY MEAT MARKET GOVERNMENT. - GARBAHAREY DISTRICT -

Transcription

1 : - GARBAHAREY DISTRICT - CONSULTANTS: GARBAHAREY GOVERNMENT. - GARBAHAREY DISTRICT -

2 N O : SEPT DRAWING INDEX SHEET N O DRAWING N O DRAWING CONTENT /15 Cover Page.. /15 Drawing Index /15 Location /15 Site analysis.. /15 Site Photos /15 Proposed master plan /15 3D Models MARKET /15 Architectural Drawings /15 Elevations /15 Elevations /15 Section /15 Structural drawings_roof /15 Structural drawings_foundation. TOILETS /15 Architectural Drawings /15 Area Schedule. SIGNED & STAMPED:

3 Latitude Longitude Elevation SITE LOCATION N O : SHEET N O : 03/15

4 New market to be built Proposed new (2 No.) toilets SITE ANALYSIS N O : SHEET N O : 04/15

5 SITE PHOTOS N O : SHEET N O : /15

6 RWP RWP RWP RWP Service gate to fabricator's detail. Service gates to fabricator's detail. Proposed building to be positioned on the center of the existing plot as measured on the ground. ROOF: Eve overhang=600mm, Pitch=30degrees to details. Service gate to fabricator's detail. PROPOSED MASTERPLAN N O : SHEET N O : 06/15

7 - GARBAHAREY DISTRICT - 3D MODELS NO: SHEET NO: O DRAWING N : 07/15

8 A B C D 2,100 1,600 2,100 2,800 2,000 2,800 2, E-01 8,000 GATE 1, , ,2 7, GATE 1,600 E , S-01 E-03 23, X R.C. columns, for structure; see S.E. details. 3, 3, 3, 2, 3, 3, 3, 2,700 2,700 2,700 1,600 2,700 2,700 2,700 mm steps. SERVICE GATES: 1600mm wide M.S. gates primed and painted to fabricator's details. 2,9 3, GATE 3, 2,000 3, 3, 2,9 mm steps. MARKET HALL Smooth F.F. COUNTERTOPS: R.C. countertops with plastered finish to approval. for structure; see S.E. details. S- 22,600 3, GATE 2,000 10,800 E- FLOORPLAN LAYOUT FLOOR LAYOUT_MARKET N O : SHEET N O : 08/15

9 1, , ,100 D C B A 2,800 2,000 2,800 Gauge 28 prepainted blue colour iron resincot roofing sheets nailed on sawn hardwood structure; see S.E. details. Roof pitch=30degrees. R.C. columns; see S.E. details. P.V.C. rainwater gutters and downpipes fixed to approval. 2,100 1,600 2, 0 P.C. ventblocks fixed to approval. E-01 Front Elevation , 3, 3, 2, 3, 3, 3, Gauge 28 prepainted blue colour iron resincot roofing sheets nailed on sawn hardwood structure; see S.E. details. Roof pitch=30degrees. R.C. columns; see S.E. details. 2,700 1,600 2, P.C. ventblocks fixed to approval. P.V.C. rainwater gutters and downpipes fixed to approval. E- Side Elevation 01 ELEVATIONS N O : SHEET N O : 09/15

10 1,9 2, , , 3, 3, 2, 3, 3, 3, Gauge 28 prepainted blue colour iron resincot roofing sheets nailed on sawn hardwood structure; see S.E. details. Roof pitch=30degrees. P.C. ventblocks fixed to approval. 2,700 2, mm thick concrete hollow-blocks walls with plaster and paint finish to approval. 1600mm wide M.S. service gates primed and painted to fabricator's details. E-03 Side Elevation mm steps. A B C D 2,800 2,000 2,800 Gauge 28 prepainted blue colour iron resincot roofing sheets nailed on sawn hardwood structure; see S.E. details. Roof pitch=30degrees. R.C. columns; see S.E. details. P.V.C. rainwater gutters and downpipes fixed to approval. 2, 1,600 2, 0 mm thick concrete hollow-blocks walls with plaster and paint finish to approval. E-04 Rear Elevation ELEVATIONS N O : SHEET N O : 10/15

11 1,000 2,100 2, ,000 2, A B C D 2,800 2,000 2,800 Gauge 28 prepainted blue colour iron resincot roofing sheets nailed on sawn hardwood structure; see S.E. details. Roof pitch=30degrees. R.C. ring-beam; see S.E. details. P.V.C. rainwater gutters and downpipes fixed to approval. R.C. columns; see S.E. details. SERVICE GATES: 1600mm wide M.S. gates primed and painted to fabricator's details , mm thick concrete hollow-blocks walls with plaster and paint finish to approval. X25mm hardwood facia-board painted to approval. P.C. ventblocks fixed to approval. R.C. countertops with plastered finish to approval. for structure; see S.E. details. mm thick R.C. slab with B.R.C. mesh and D.P.M. cast on well compacted hardcore infill with anti-termite treatment and blinding layer; see S.E. details. S-01 Lateral Section R.C. strip footing with mm thick masonry foundation walling; see S.E. details HANGING FIXTURES: 15mm diameter 0X1100mm height M.S. hanging structures fixed appropriately into concrete countertops, primed and painted to fabricator's details. R.C. columns; see S.E. details. P.V.C. rainwater gutters and downpipes fixed to approval. R.C. countertops with plastered finish to approval. for structure; see S.E. details , 3, 3, 2, 3, 3, 3, Gauge 28 prepainted blue colour iron resincot roofing sheets nailed on sawn hardwood structure; see S.E. details. Roof pitch=30degrees. 3, 1,600 3, 2,000 3, 3, 7 mm thick concrete hollow-blocks walls with plaster and paint finish to approval. R.C. ring-beam; see S.E. details. X25mm hardwood facia-board painted to approval. P.C. ventblocks fixed to approval. mm thick R.C. slab with B.R.C. mesh and D.P.M. cast on well compacted hardcore infill with anti-termite treatment and blinding layer; see S.E. details. S- Longitudinal Section R.C. strip footing with mm thick masonry foundation walling; see S.E. details. SECTION N O : SHEET N O : 11/15

12 1,125 1, 1, 1, 1, 1, 1,131 1, , NAILING AREA 2/xmm OR mm THICK COLLAR PLATE EACH FACE mm DIA. M.S HOLD DOWN 0 C/C DETAIL `B' ( 1:20) 2/mm THICK COLLAR PLATES (E.F.) RING BEAM NAILING AREA DETAIL `C' ( 1:20) xmm TRUSS MEMBER mm THICK COLLAR PLATE xmm TRUSS MEMBER XMM TIMBER RAFTER TYPICAL NAILING PATTERN ( 1:20) 2 No. 8mm Dia. Bolt X165X3 ANGLE CLEAT BOLTED TO THE 100X TIMBER RAFTER EF. 25 xmm TRUSS MEMBER B mm THICK COLLAR PLATE 1,125 1, 1, 1,238 1,680 1,680 1,680 1,680 1,680 1,680 1,680 1,680 1,680 1,240 1, 1, 1,125 FILLET WELD MM DIA. CIRCULAR SECTION WELDED TO THE XX3.0MM RHS 25 B 25 xmm TRUSS MEMBER SECTION A-A 1:10 SEC. B-B ( 1:20) A 20 C TRUSS T1 = 1:25 STRUCTURAL DETAILS N O : SHEET N O : 12/15

13 28 0 (23) 23R10-SA Cover: Bot:75 mm R10-SA m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S 01 Sides: mm Top: mm Cols:30 mm 8Y12-- B2 BR C M ESH 42 4Y SECTION: col1 DET ON SITE 8Y B1 125 COUNTER TOP DETAILS 2Y12 304Y SECTION A-A HODAN DISTRICT SIGALE MARKET Bot:75 mm 01 Sides: mm Top: mm Cols:30 mm Cover: 2Y12 243Y10-07 B1 5 0 m m B L IN D IN G RING BEAM SECTION 600 T O B E D E T E R M IN E D O N S IT E 3 Y a EXTERNAL WALL STRIP FOOTING 6Y B1 1 2 COUNTER TOP DETAILS m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S DET ON SITE 18Y Y col1 TYPICAL BASE AND COLUMN 0 ( 2 )( 2 ) 6Y TYPICAL BASE AND COLUMN Y B RING BEAM LAYOUT SECTION A-A HODAN DISTRICT SIGALE MARKET 304Y Y12 4Y R10-SA RING BEAM SECTION RING BEAM SECTION R10-SA col BR C M ESH m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S 243Y10-07 B1 Cover: 5 0 m m B L IN D IN G 8Y B (23) 23R10-SA- 4Y16- DP BR SECTION: c 8Y B BR C M ESH 42 STRUCTURAL DETAILS NO: SHEET NO: col1 TYPICAL BASE AND COLUMN DET ON SITE EXTERNAL WALL STRIP FOOTING EXTERNAL WALL STRIP FOOTING BR C M ESH m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S TYPICAL BASE AND COLUMN 0 23R10-SA- TYPICAL BASE AND COLUMN 0 0 ( 2 )( 2 ) 6Y8-6Y T1 6Y T1 BASE PLAN 4Y8-07 T (2) 4Y (2) 6Y B 6Y Y A SC 133 ENTRANCE STEPS DE 3Y B2 6Y8--2 T1 6Y B1 6Y Y8--2 D P C M ESH 42 E SHEET - GARBAHAREY DISTRICT Y DUST Sides: mm Top: mm Cols:30 mm 0 FOUNDATIONS LAYOUT Bot:75 mm 01 3 Y a m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S 2800 SECTION: col1 BR C M ESH BRC MESH 2 DET ON SITE BRC MESH 42 BRC MESH BASE PLAN T O B E D E T E R M IN E D O N S IT E 0 42 BRC MESH FOUNDATION LAYOUT (23) SECTION: col D RING BEAM LAYOUT 23R10-SA- 0 2Y12 8Y12-- B2 RING (23) Y O DRAWING N : 13/15 8Y12-- B2 col1 25 6Y8--2 C 6Y8--2 B1 6Y T1 6Y T1 BASE PLAN 4Y8-07 T (2) 4Y (2) A 3 3Y B2 6Y8--2 T1 6Y B1 6Y Y8--2 6Y B 6Y Y A SC 133 ENTRANCE STEPS DETAILS 5Y10-- 5Y10-23R10 0 BR C M ESH 42 BR C M ESH 42 D m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S BR C M ESH m m T H IC K H A R D C O R E C O M P A C T E D IN L A Y E R S A

14 1,900 2,133 1,000 4, ,100 3, 4,3 6 3, ,800 1,000 1, mm diameter P.V.C. vent pipe with fly screen mesh top. CD- Parapet Coping Detail w.h.b w.h.b D1 D1 Ladies Gents w2 w ,000 1,900 1, FLOOR LAYOUT 2 number 1000litres P.V.C. cold water storage tanks on structural bearers to approval. Toilets fitted with wash-pipes, toilet paper holders,electric air hand dryers and mirrors above all W.H.B.s to fitting specialist's details. mm thick R.C. slab above laterine pit; see S.E. details. 600X600mm fly tight manhole cover. Ground level. LATERINE PIT: 3x3x4m deep pit. Lining of edges up to bottom of pit if in loose formation or in areas with ground water. 1, , LADIES GENTS mm thick concrete coping on parapet wall to detail. mm thick waterproofed R.C. roof-slab,for structure; see S.E. details. P.C. ventblocks fixed to approval. Aluminium windows to fabricator's details. 0mm height concrete hollow-blocks partition walls with plaster and paint finish to approval. Ceramic sanitary fittings to approval. mm thick R.C. slab with B.R.C. mesh and D.P.M. cast on well compacted hardcore with anti-termite treatment and blinding layer; see S.E. details. R.C. foundation with mm thick masonry foundation walling; see S.E. details. SECTIONAL ELEVATION T-T D ,460 DUMPING PIT (FLOOR PLAN) VRC slab 800 1,6 Pit Masonry walling G.l 2,000 1,900 1, ELEVATION T1 ELEVATION T2 ELEVATION T3 DUMPING PIT (SECTION) N O : SHEET N O : 14/15

15 FLOOR AREA SCHEDULES MARKET SPACE USE FLOOR AREA (M 2 ) REMARKS MARKET HALL REHABILITATION. LADIES 4 NEW CONSTRUCTION. GENTS 4 TOTAL FLOOR AREA: 187.4M 2 AREA SCHEDULE N O : SHEET N O : 15/15