Nepal Housing Reconstruction Programme

Transcription

1 Nepal Housing Reconstruction BUILDING DESIGN Submitted By Nepal Housing Reconstruction September, 2016 MODEL SMC None TECHNICAL DETAIL (Progressive Expansion Provision) Build Change

2 FRONT ELEVATION RIGHT SIDE ELEVATION LEFT SIDE ELEVATION BACK ELEVATION Nepal Housing Reconstruction ELEVATIONS 1:50 AUG 15,

3 Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS 1:50 JAN 5,

4 Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS 1:50 AUG 15,

5 GENERAL NOTES

6 GENERAL NOTES I. GENERAL A. THE DESIGN OF THIS HOUSE IS BASED ON THE REQUIREMENTS OF NEPAL NATIONAL BUILDING CODE AND INDIAN STANDARD CODES. B. THE BUILDER IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL WORKERS AND FOR CHECKING DIMENSIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK. C. THE BUILDER SHALL PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. D. THE BUILDER AND HOMEOWNER SHALL REPORT TO THE ENGINEER ANY CONDITIONS ON SITE THAT CONFLICT WITH THE DRAWINGS. E. THE BUILDER SHALL ASSURE THAT SITE SAFETY IS RESPECTED TO PREVENT INJURY OF PERSONS ON SITE OR ANY DAMAGE. II. FOUNDATIONS A. SITE PREPARATION AND FOUNDATION WORK SHALL CONFORM TO THE FOLLOWING: 1. CLEAR THE SITE OF ORGANIC MATERIAL PRIOR TO LEVELING THE SOIL. 2. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 20CM SHALL BE PLACED IN FILLS. 3. ALL FILLS SHALL BE COMPACTED IN LIFTS NOT EXCEEDING 20CM IN THICKNESS TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY. 4. LAYOUT THE FOUNDATION GEOMETRY AND LOCATION USING NYLON STRING AND STAKES. B. FOUNDATION TRENCHES SHALL BE CONSTRUCTED WITH THE FOLLOWING REQUIREMENTS: C. MARK THE FOUNDATION TRENCH LOCATIONS WITH CHALK OR STRING LINE ACCORDING TO THE DIMENSIONS SHOWN ON PLAN. LINES SHALL BE AT RIGHT ANGLES. 1. TRENCHES SHALL BE FREE FROM ORGANIC MATTER. 2. THE BOTTOM OF THE TRENCH MUST BE LEVEL, CLEAN AND FREE OF LOOSE SOIL. D. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION. E. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED. F. NOTIFY THE ENGINEER IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., ARE FOUND. G. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION. H. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. III. FORMWORK A. FORMWORK SHALL BE OF GOOD QUALITY, STRAIGHT AND UNWARPED. B. FORMWORK BELOW SLABS SHALL CONSIST OF ¾ PLYWOOD MINIMUM. THE PANELS SHALL BE SUPPORTED BELOW BY 2X4 WOOD BEAMS SPACED AT 1 METER MAXIMUM. SUPPORT EACH WOOD BEAM WITH METAL POSTS, 2X4 WOOD POSTS OR 6CM MINIMUM DIAMETER WOOD LOGS AT 1 METER MAXIMUM SPACING. PROVIDE SHIMS AT THE POST BASES AS REQUIRED FOR STABILITY. C. FORMS SHALL BE SUBSTANTIAL AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF CEMENT PASTE. D. FORMS SHALL BE PROPERLY BRACED OR TIED TOGETHER TO MAINTAIN POSITION AND SHAPE. GENERAL NOTES E. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. F. INSTALL FORMWORK AT THE VERTICAL TIES AFTER THE WALL CONSTRUCTION IS COMPLETE AND USE A LEVEL TO CHECK THAT THE FORMWORK IS INSTALLED PLUMB. G. CONDUITS, PIPES AND SLEEVES PASSING THROUGH A SLAB, WALL OR BEAM SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF THE CONSTRUCTION. THEY SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD THE OVERALL THICKNESS OF SLAB, WALL OR BEAM IN WHICH THEY ARE EMBEDDED. H. USE BRACES AS REQUIRED TO MAINTAIN ALL FORMWORK FIRMLY IN THE CORRECT POSITION. I. DO NOT REMOVE FORM WORK AND SUPPORTS SOONER THAN THE TIMES INDICATED BELOW AFTER CASTING THE CONCRETE: 1. VERTICAL TIES AND HORIZONTAL RING BEAMS DIRECTLY SUPPORTED ON WALLS: 24 HOURS 2. FOUNDATIONS: TWO DAYS 3. SUSPENDED SLABS AND BEAMS NOT DIRECTLY SUPPORTED ON WALLS: FOURTEEN DAYS J. REPAIR ALL VOIDS IN CONCRETE WITHIN (3) DAYS AFTER FORMS ARE REMOVED AS FOLLOWS: 1. IMMEDIATELY NOTIFY THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH A REPAIR. 2. VOIDS THAT LEAVE REINFORCING STEEL EXPOSED - CHIP OUT ENTIRE STRUCTURAL ELEMENT. RE-POUR CONCRETE SO THAT NO VOIDS ARE FORMED. 3. SMALL VOIDS WITH NO REINFORCING STEEL EXPOSED - FILL VOIDS WITH CEMENT RICH MORTAR. IV. REINFORCING STEEL A. REINFORCEMENT SHALL BE DEFORMED REINFORCEMENT. B. REINFORCING TO HAVE A MINIMUM STRENGTH OF 415 MPa. C. BARS INDICATED IN THE DRAWINGS SHALL CONFORM TO THE FOLLOWING MINIMUM DIMENSIONS: D. STEEL SHALL BE RUST FREE. CONCRETE FROM PREVIOUS POURS SHALL BE REMOVED WITH A WIRE BRUSH PRIOR TO POURING CONCRETE. E. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN. F. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE. G. PROVIDE MEASURES NECESSARY TO STABLIZE REINFORCING ASSEMBLIES PRIOR TO PLACING CONCRETE. V. CAST-IN-PLACE CONCRETE, MORTAR AND CEMENT PLASTER A. THE DESIGN IS BASED ON CONCRETE COMPRESSIVE STRENGTH, f'c, AT 28 DAYS TO BE 20 MPa (M20), MINIMUM FOR ALL STRUCTURAL MEMBERS. THE PLAIN CEMENT CONCRETE (PCC) ABOVE THE SOLING AT THE GROUND FLOOR WILL HAVE f'c, AT 28 DAYS TO BE 15 MPa (M15), MINIMUM B. CEMENT: PORTLAND CEMENT, TYPE 1, DRY AND UNOPENED BAGS. C. SAND: BLACK SAND, CLEAN AND WASHED. FINE FOR CEMENT PLASTER AND MORTAR, COARSE FOR CONCRETE. D. AGGREGATE: CRUSHED, ANGULAR GRAVEL LESS THAN 2CM IN SIZE FOR CONCRETE. E. WATER: CLEAN, NOT SALTY OR MUDDY SEPT, 2016 G-01

7 PLANE OF FOLD GENERAL NOTES F. CONCRETE SPACERS SHALL BE PLACED AT 0.8M ON CENTER MAXIMUM AND SECURED WITH BINDING WIRE TO THE REINFORCING BARS PRIOR TO PLACING CONCRETE IN ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE NOTED IN THE DRAWINGS: G. MIX DESIGN PROPORTIONS SHALL BE AS FOLLOWS: J. PLACE BLOCKS SO THAT THE UPPER FACE IS LEVEL BEFORE PLACING MORTAR OR GROUT. K. WHERE BARS ARE PLACED WITHIN THE BLOCKS : 1. CENTER THE VERTICAL REINFORCING IN THE WALL, UNLESS OTHERWISE NOTED. 2. VERTICALLY ALIGN THE BLOCK CELLS. 3. FILL ALL CELLS WITH GROUT 4. CLEAN THE CELLS OF MORTAR AND DEBRIS PRIOR TO PLACING THE GROUT. 5. BARS IN THE FOUNDATION SHOULD CORRESPOND WITH THE SIZE AND LOCATIONS OF THE WALL REINFORCING WITHIN THE BLOCKS. L. CURE THE WALL BY LIGHTLY WETTING 3 TIMES PER DAY FOR 3 DAYS. M. THE CONFIGURATION AND DISTANCE BETWEEN WALLS SHOULD BE MODIFIED TO INCORPORATE THE MODULAR DESIGN BASED ON THE SIZE OF THE CONCRETE HOLLOW BLOCKS N. THE CONCRETING OF THE TIE COLUMNS AT EACH FLOOR HEIGHT TO BE DONE IN THREE PHASES AFTER THE MASONRY WALL IS COMPLETE TO THAT LEVEL: 1. FROM FLOOR TO SILL LEVEL 2. FROM SILL LEVEL TO LINTEL LEVEL 3. FROM LINTEL LEVEL TO THE NEXT FLOOR LEVEL THE BEAM AT THAT LEVEL IS TO BE CONCRETED MONOLITHIC TO THE CONCRETING OF THE TIE COLUMNS H. PROPORTION, MIX, TRANSPORT AND PLACE CAST-IN-PLACE CONCRETE AS NOTED BELOW: 1. MIX ON A CLEAN CONCRETE OR ASPHALT SURAFCE, NOT ON SOIL. 2. MIX DRY UNTIL MATERIALS REACH A CONSISTENT COLOR, THEN ADD WATER. 3. ADD WATER ONLY AS NEEDED TO REACH DESIRED CONSISTENTCY, NOT EXCEEING THE AMOUNT NOTED IN THE MIX DESIGN PROPORTIONS BELOW. 4. CONSISTENCY SHALL RESULT IN SLUMP OF 5CM TO 10CM, OR A HAND TEST THAT RESULTS IN NO WATER SPILLING OUT WHEN CONCRETE IS HELD TIGHTLY IN THE HAND, BUT THE CONCRETE DOES NOT HOLD ITS FORM WHEN RELEASED. I. AT LOCATIONS WHERE BLOCKS OR NEW CONCRETE WILL BE PLACED ABOVE CONCRETE, SCRAPE THE SURFACE AT ALL INTERFACES AFTER CASTING TO CREATE A ROUGHENED SURFACE. J. AT LOCATIONS WHERE CONCRETE IS CAST OR CEMENT PLASTER APPLIED AGAINST MASONRY, WET SURFACES PRIOR TO PLACEMENT AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES WITH A WIRE BRUSH OR BY CHIPPING. K. WET FORMWORK AND STEEL PRIOR TO PLACING CONCRETE. L. PLACE CONCRETE WITHIN 60 MINUTES AFTER MIXING. WITH THE EXCEPTION OF COLUMNS WHICH CAN HAVE COLD JOINTS AT THE SILL AND LINTEL BEAM LEVEL, PLACE AN ENTIRE ELEMENT (I.E. BEAM) WITHIN ONE DAY. M. USE A VIBRATOR OR HAMMER AND ROD TO CONSOLIDATE CONCRETE AROUND REINFORCING. N. AFTER REMOVING FORMS, CURE THE CONCRETE BY WETTING FIVE TIMES PER DAY FOR THREE DAYS MINIMUM. O. CHIP OUT CONCRETE FOR THE ENTIRE ELEMENT AND REPOUR ALL CONCRETE ELEMENTS THAT CONTAIN ANY OF THE FOLLOWING: EXPOSED STEEL REINFORCING, CRACKS LARGER THAN 3MM, NUMEROUS CRACKS IN A LOCALIZED AREA, OR DIAGONAL OR VERTICAL CRACKS IN A BEAM. VI. CONCRETE MASONRY A. THE PURCHASE OF GOOD QUALITY BLOCKS IS THE HOMEOWNERS RESPONSIBILITY. PRIOR TO THE PURCHASE OF CONCRETE HOLLOW BLOCKS, THE HOMEOWNER SHALL CONFIRM VIA TESTING, THE QUALITY OF THE BLOCKS MADE BY THE PROPOSED PRODUCER WHO WILL SUPPLY BLOCKS FOR THE HOUSE CONSTRUCTION. IN CASE PROPER TESTING FACILITIES ARE UNAVAILABLE, HOMEOWNER WILL CONDUCT A DROP TEST TO CONFIRM QUALITY OF BLOCKS. B. THE DESIGNS ARE BASED ON BLOCKS WITH A MINIMUM GROSS COMPRESSION STRENGTH OF 5 MPa AND OVERALL DIMENSIONS OF 15MM x20mmx40mm AND WITH TWO CELLS. C. IT IS RECOMMENDED TO PROVIDE CEMENT PLASTER FINISH TO ALL MASONRY WALLS. PLASTER TO BE AT LEAST 15MM THICK AND APPLIED AT EACH SIDE OF THE WALL, UNLESS OTHERWISE NOTED D. THE VERTICAL AND HORIZONTAL JOINT THICKNESS SHALL BE BETWEEN 10MM MINIMUM AND 20MM MAXIMUM. E. USE A MINIMUM OF 1/2 BLOCK LENGTH BONDING. F. MORTAR AND GROUT: FIRST MIX SAND AND CEMENT AND THEN ADD WATER. USE WITHIN 30 MINUTES OF MIXING OR DISCARD. G. WET BLOCKS WITH CLEAN WATER PRIOR TO PLACING. H. DO NOT USE DAMAGED BLOCKS. IF USING PARTIAL BLOCKS, USE AT LEAST 1/2 OF BLOCK. GENERAL NOTES VII. CARPENTRY A. STRUCTURAL WOOD FRAMING: KOTTE SALLA WOOD OR APPROVED EQUAL. B. PRESERVATIVE OR MOISTURE BARRIERS SHALL BE USED ON ALL WOODEN MEMBERS PLACED AGAINST CONCRETE SURFACES. ALL WOOD STRUCTURAL MEMBERS THAT ARE DIRECTLY EXPOSED OR OPEN TO WEATHER, LIKE RAIN, WIND, AND SUN, SHOULD BE PROTECTED BY EITHER PAINTING OR VARNISHING THE EXPOSED SURFACES. C. KNOTS IN WOOD MEMBER ARE NOT RECOMMENDED FOR USE. D. THE PLACEMENT OF THE NAILS SHALL COMPLY WITH THE RELEVANT STANDARDS. E. WOOD WITH THE FOLLOWING SHALL NOT BE USED IN CONSTRUCTION a. WITH BARKS AND WANE. b. WITH SHAKES, CHECKS AND SPLITS. c. WITH SAPSTAIN AND DECAY. d. WOOD WHICH HAVE UNDERGONE WRAPPING AND SWELLING: 1. NAILS: COMMON WIRE (SHOULD CONFORM TO RELEVANT NEPAL/INDIAN STANDARDS): a. LENGTH AT WOOD-TO-WOOD CONNECTION: 3.5 ROOFING NAILS WITH 1cm DIA. HEADS: a. LENGTH AT METAL DECK-TO-WOOD CONNECTION: 2.5" 2. METAL STRAPS: 26 GAGE OR THICKER GALVANIZED IN TWO LAYERS, EMBED STRAPS IN RING BEAM OR COLUMN, PASSING THE STRAP AROUND THE REINFORCING STIRRUP OR BAR GAUGE CGI SHEET STRAP DETAIL STEPS TO FOLD CGI STRAP PLANE OF FOLD 26 GAUGE CGI SHEET 100 FOLDED CGI STRAP PLANE OF FOLD 26 GAUGE CGI SHEET FOLDED CGI STRAP PLANE OF FOLD 26 GAUGE CGI SHEET VIII. METAL ROOFING A. THE METAL DECKING SHOULD BE AT LEAST 26 GAGE (0.48mm) OR THICKER AND GALVANIZED. SEPT, 2016 G-02

8 VISUAL INSPECTION OF MASONRY BLOCKS CONCRETE HOLLOW BLOCKS RULE: IF BLOCK LOOKS SOFT AND IS FALLING APART, CONDUCT DROP TEST. FRONT ELEVATION GOOD QUALITY BLOCKS DROP BLOCK FROM CHEST HEIGHT ON HARD SURFACE TO TEST BLOCK QUALITY. IF MORE THAN 1 OUT OF 5 BLOCKS BREAKS, THE BATCH OF BLOCKS IS PROBABLY NOT BREAKS EVEN DURING HANDLING AND STORING STRONG ENOUGH Nepal Housing Reconstruction CONCRETE HOLLOW BLOCK QUALITY TEST SEPT2016 G-03

9 Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS OF ROOF 1:50 SEPT,

10 Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS OF ROOF 1:50 SEPT,

11 Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS OF ROOF 1:50 SEPT,

12 Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS OF ROOF 1:50 SEPT,

13 ARCHITECTURAL DRAWINGS

14 A-1 1 A B C D 3000 APPROX 3000 APPROX 3000 APPROX W1 15CM X 15CM REINFORCED CONCRETE TIE COLUMN TYP 15CM HOLLOW CONCRETE MASONRY WALL TYP 3500 APPROX W1 900 TYP WINDOW ROOM X 3350 (APPROX) ROOM X 3350 (APPROX) LVL : 2475 D1 D1 ROOM X 3350 W1 (APPROX) DOWN 900 TYP DOOR 900 TYP WINDOW W1 PORCH 9050 X 950 LVL : 2575 D1 W1 100 MM x 100 MM WOOD POST 3 A-1 FIRST FLOOR PLAN NOTE: THE LENGTHS PROVIDED HERE ARE APPROXIMATE. ACTUAL LENGTHS TO BE FINALIZED BASED ON BLOCK SIZE. PLANS 1:50 SEPT, 2016 A-02

15 A-1 1 A B C D 3000 APPROX 3000 APPROX 3000 APPROX W1 15CM X 15CM REINFORCED CONCRETE TIE COLUMN TYP UP 15CM HOLLOW CONCRETE MASONRY WALL TYP 3500 APPROX W1 900 TYP WINDOW ROOM X 3350 (APPROX) ROOM X 3350 (APPROX) LVL : ± 0.00 D1 D1 ROOM X 3350 W1 (APPROX) TYP WINDOW W1 PORCH 9050 X 1000 LVL : ± TYP DOOR D1 900 TYP WINDOW W1 100 MM x 100 MM WOOD POST 3 A-1 GROUND FLOOR PLAN NOTE: THE LENGTHS PROVIDED HERE ARE APPROXIMATE. ACTUAL LENGTHS TO BE FINALIZED BASED ON BLOCK SIZE. PLANS 1:50 SEPT, 2016 A-01

16 A B C D A APPROX 3000 APPROX 3000 APPROX 3000 APPROX CORRUGATED GALVANIZED IRON SHEET ROOFING 1 DOWN BEAM BELOW 5250 APPROX 3500 APPROX RIDGE LINE 2 UP APPROX ROOF PROJECTION ON ALL SIDES 3 BALCONY BELOW A-1 ROOF PLAN NOTE: THE LENGTHS PROVIDED HERE ARE APPROXIMATE. ACTUAL LENGTHS TO BE FINALIZED BASED ON BLOCK SIZE. PLANS 1:50 SEPT, 2016 A-03

17 CORRUGATED GALVANIZED IRON SHEET ROOFING A B C D 3000 APPROX 3000 APPROX 3000 APPROX 3 WOODEN GABLE WALL APPROX WOOD JOIST WOODEN BEAM CAPITAL 50 MM X 100MM RAFTER MM PLASTER INTERIOR / EXTERIOR (RECOMMENDED) WOODEN DOUBLE DOORS DOUBLE PANELED WOODEN WINDOW 12.5 MM PLASTER INTERIOR / EXTERIOR (RECOMMENDED) FRONT ELEVATION RIGHT ELEVATION ELEVATIONS 1:50 SEPT, 2016 A-04

18 APPROX X100 MM RAFTER 50X50 PURLIN CGI SHEET 15 x 15 CM CONCRETE COLUMN ROOF BEAM 3500 APPROX GL WOOD JOIST PL SLOPE OUTWARDS WOODEN BEAM CAPITAL GL PLINTH BEAM 4780 LINTEL BAND 15 CM CONCRETE BLOCK WITH STAGGERED BOND AND1.25 CM MORTAR JOINTS PLINTH BEAM GL SILL BAND FLOOR BEAM LINTEL BAND SILL BAND PL GL MM PCC 150 MM STONE SOLING EARTH COMPACTION STONE MASONRY FOOTING DETAIL AT A-1 WALL ELEVATION INTERIOR WALL AT B1-B2 NOTE: FOR DETAIL D 2.1 REFER TO PAGE NO P-02 ELEVATION AND SECTION 1:50 SEPT, 2016 A-06

19 WOODEN GABLE WALL APPROX 1025 CORRUGATED GALVANIZED IRON SHEET ROOFING D C B A 3000 APPROX 3000 APPROX 3000 APPROX X 100 MM RAFTER CAPITAL WOOD JOIST WOODEN BEAM MM PLASTER INTERIOR / EXTERIOR (RECOMMENDED) 12.5 MM PLASTER INTERIOR / EXTERIOR (RECOMMENDED) DOUBLE PANELED WOODEN WINDOW LEFT ELEVATION BACK ELEVATION ELEVATIONS 1:50 SEPT, 2016 A-05

20 A C B D 3000 APPROX 3000 APPROX 3000 APPROX ROOF BEAM LINTEL BAND 15 x 15 CM CONCRETE COLUMN 15 CM CONCRETE BLOCK WITH STAGGERED BOND AND 1.25 CM MORTAR JOINTS PLINTH BEAM GL SILL BAND FLOOR BEAM LINTEL BAND SILL BAND PL GL 4950 STONE MASONRY FOOTING FRONT WALL ELEVATION EXTERIOR WALL ELEVATIONS 1:50 SEPT, 2016 A-07

21 D C B A x 15 CM CONCRETECOLUMN LINTEL BAND 15 CM CONCRETE BLOCK WITH STAGGERED BOND AND 1.25 CM MORTAR JOINTS PLINTH BEAM GL SILL BAND FLOOR BEAM LINTEL BAND SILL BAND 3500 APPROX PL GL LINTEL BAND 15 x 15 CM CONCRETE COLUMN GL SILL BAND FLOOR BEAM LINTEL BAND 15 CM CONCRETE BLOCK WITH STAGGERED BOND AND 1.25 CM MORTAR JOINTS SILL BAND PLINTH BEAM 3000 APPROX 3000 APPROX 3000 APPROX ROOF BEAM PL GL STONE MASONRY FOOTING STONE MASONRY FOOTING SIDE WALL ELEVATION EXTERIOR WALL BACK WALL ELEVATION EXTERIOR WALL ELEVATIONS 1:50 SEPT, 2016 A-08

22 WINDOW-W1(10) S.N SYMBOL SIZES G.F F.F T.F TOTAL 1 2 DOOR (D1) 900 X WINDOW (W1) 900 X DOOR-D1(6) DOOR AND WINDOW SCHEDULE DOOR AND WINDOW DETAILS 1:10 SEPT, 2016 A-09

23 WIDE LANDING S UP 35 MM THICK WOODEN PLANK 25 MM THICK WOODEN TREAD STAIRCASE PLAN SCALE : 1:10 S WIDE LANDING PLINTH LEVEL 35 MM THICK WOODEN PLANK 25 MM THICK WOODEN TREAD 100 THICK SLAB STAIRCASE SECTION (DETAIL AT S.2) SCALE : 1:20 STAIRCASE DETAILS AS GIVEN SEPT, 2016 A-10

24 12.5 MM CONCRETE MORTAR JOINT OUTLET OR SWITCH BOX FILL VOID WITH MORTAR AND SETBOX MASONARY WALL 100 MM MAX PLACEMENT OF OUTLET OR SWITCH BOX 12.5 MM CONCRETE MORTAR JOINT FILL VOID WITH MORTAR AND SETBOX 25 MM VERTICAL CONDUIT EXISTING MASONRY WALL 50 MM MAX CHIP OUT OR CUT FACE OF BLOCK TO INSTALL CONDUIT, DO NOT OVER SIZE OPENING PLACEMENT OF VERTICAL CONDUIT PROVISIONS FOR PLACEMENT OF ELECTRICAL SYSTEM SEPT, 2016 A-11

25 STRUCTURAL DRAWINGS

26 qleaader A B C D D APPROX 3000 APPROX 3000 APPROX FOUNDATION VERTICAL REINFORCEMENT ON EITHER SIDE OF THE WINDOW, REFER DETAIL D.12 FOUNDATION PLINTH BEAM D.3 D.2 D.2 WIDEN TOP STEP OF FOUNDATIONS AT COLUMNS APPROX 2 D.1 EXTEND PLINTH BEAM UPTO WOODEN POST 3 WOODEN POST INTERIOR COLUMN D.5 PORCH FOUNDATION 1050 EXTERIOR COLUMN 950 D.4 LEGEND REINFORCED CONCRETE COLUMN FOUNDATION AND PLINTH BEAM LAYOUT VERTICAL REINFORCEMENT ON EITHER SIDE OF THE WINDOW WOOD POST COLUMN AND FOUNDATION LAYOUT SEPT, 2016 S-01

27 A B C D APPROX 3000 APPROX 3000 APPROX COLUMN APPROX 200X200 BEAM SLAB EXTEND FOR SUPPORT OF JOIST 50X50 JOIST AT 300MM C/C 100X150 MM WOODEN BEAM FIRST FLOOR BEAM LAYOUT BEAM LAYOUT SEPT, 2016 S-02

28 A B C D 3000 APPROX 3000 APPROX 3000 APPROX 1 COLUMN 3500 APPROX 200X200 BEAM 2 ROOF PORTION 1400 ROOF BEAM LAYOUT BEAM LAYOUT SEPT, 2016 S-03

29 MM HOLLOW CONCRETE BLOCK 200X150 PLINTH BEAM 1/3 LENGTH OF BLOCK STIRRUPS AT 100 MM C/C STIRRUPS AT 150 C/C 500 6Ø STIRRUPS CONCRETE SPACER 25 MM 12Ø COLUMN BARS CONCRETE SPACER 25 MM MIN P.C.C. (1:2:4) AT INTERIOR 500 STIRRUPS AT 100 MM C/C STIRRUPS AT 150 C/C 25 6Ø STIRRUPS CONCRETE SPACER 25 MM 12Ø COLUMN BARS CONCRETE SPACER 25 MM AT INTERIOR STONE SOLING WITH SAND COMPACTED FILL COMPACTED FILL COMPACTED FILL 700 STONE MASONRY FOUNDATION 375 ANGLED MORTAR OR CONCRETE COVER TO PROTECT BAR CONCRETE SPACER 75 MM SLOPE TRENCH TO MAINTAIN STABILITY STONE MASONRY FOUNDATION 375 ANGLED 300 MORTAR OR CONCRETE COVER TO PROTECT BAR CONCRETE SPACER 75 MM RAMMED EARTH RAMMED EARTH SECTION OF EXTERNAL FOUNDATION DETAIL AT D.1 FOUNDATION SECTION SECTION OF INTERIOR FOUNDATION DETAIL AT D.2 SEPT, 2016 S-04

30 X100 MM WOODEN POST 150 MM CONCRETE BLOCK MASONRY WALL AT INTERIOR 12Ø MM ROD DOWELED INTO CENTRE OF THE POST P.C.C. (1:2:4) STONE SOLING WITH SAND COMPACTED FILL 150 CONCRETE SPACER 25 MM COMPACTED FILL MIN PLINTH BEAM 200X150 8Ø STIRRUP AT 100 MM C/C GROUT AROUND THE CONNECTION BETWEEN WOOD POST AND BEAM CONCRETE SPACER 20 MM G.L CONCRETE SPACER 20 MM STONE MASONRY FOUNDATION 450 MORTAR OR CONCRETE COVER TO PROTECT BAR COMPACTED FILL SLOPE TRENCH TO MAINTAIN STABILITY STONE MASONRY FOUNDATION RAMMED EARTH 350 CONCRETE SPACER 75MM RAMMED EARTH 350 FOUNDATION SECTION OF COLUMN POST DETAIL AT D FOUNDATION SECTION OF EXTERIOR WALL DETAIL AT D.3 FOUNDATION AND COLUMN POST SECTION SEPT, 2016 S-05

31 100X100 MM WOODEN POST 2 LAYERS 26 GAUGE FLATTENED CGI STRAP SHEET 2-75 MM LONG NAILS CONNECTING STRAP AND WOODEN POST (4 TOTAL) 12Ø VERTICAL BARS CONCRETE SPACER 25 MM SECTION OF INTERNAL PORCH FOUNDATION DETAIL AT D.4 FOUNDATION AND COLUMN POST SECTION 1:10 SEPT, 2016 S-06

32 50X100 MM BOTTOM CHORD 2 LAYERS OF CGI STRAP LVL (FLOOR LEVEL) 37.5MM GUSSET PLATE 50X100 MM RAFTER 50 X 50 MM PURLIN CONCRETE SPACER 25 MM LVL (FLOOR LEVEL) CONCRETE SPACER 25 MM 150 STIRRUPS AT 100 MM C/C STIRRUPS AT 100 MM C/C STIRRUPS AT 150 C/C X200 FLOOR BEAM LINTEL BAND 6Ø STIRRUPS SILL BAND 12Ø COLUMN BARS LVL (LINTEL LEVEL) +725 LVL (SILL LEVEL) 100X100 MM WOODEN COLUMN POST 12Ø BAR +00 LVL (PLINTH LEVEL) CONCRETE SPACER 20 MM 2475 SILL BAND STIRRUPS AT 100 MM C/C STIRRUPS AT 100 MM C/C STIRRUPS AT 150 C/C X200 ROOF BEAM CONCRETE SPACER 25 MM LINTEL BAND CONCRETE SPACER 25 MM 100X100 MM WOODEN COLUMN POST WOOD JOIST CAPITAL LVL (LINTEL LEVEL) LVL (SILL LEVEL) LVL (FLOOR LEVEL) 200X200 FLOOR BEAM TYPICAL COLUMN SECTION DETAIL AT D.5 UP TO FIRST FLOOR 350 TYPICAL COLUMN SECTION DETAIL AT D.5 UP TO ROOF FOUNDATION SECTION SEPT, 2016 S-07

33 D MM CONCRETE BLOCK MASONRY WALL STIRRUPS AT 150 MM C/C 10Ø RIBBED BARS (2 TOP/2 BOTTOM) CONCRETE SPACER 25 MM Ø RIBBED BARS 6Ø CLOSED TIE 2-10Ø RIBBED BARS 775 MM(STIRRUPS AT 100 MM C/C) D.6 6Ø STIRRUPS TIE COLUMN REINFORCEMENT 775 MM(STIRRUPS AT 100 MM C/C) STIRRUPS AT 150 MM C/C 200 STONE MASONRY FOUNDATION 10Ø RIBBED BARS (2 TOP/2 BOTTOM) CONCRETE SPACER 25 MM 6Ø STIRRUPS SECTION OF PLINTH BEAM REINFORCEMENT DETAIL AT D.6 CONCRETE SPACER 25 MM 2-12Ø RIBBED BARS 775 MM(STIRRUPS AT 100 MM C/C) AS PER LAP DETAIL D.13 D Ø CLOSED TIE 2-12Ø RIBBED BARS SECTION OF COLUMN AT WALL INTERSECTION STIRRUPS AT 150 MM C/C PLAN OF PLINTH BEAM REINFORCEMENT AT WALL INTERSECTION PLAN SECTION OF PLINTH AT CORNER AND SECTION SEPT, 2016 S-08

34 CONCRETE SPACER 25MM 2-12Ø RIBBED BARS 50 6Ø CLOSED TIE Ø RIBBED BARS 150 CONCRETE SPACER 25MM 150 MM CONCRETE BLOCK MASONRY WALL SECTION OF COLUMN AT CORNER Ø RIBBED BARS TIE COLUMN REINFORCEMENT 775 MM(STIRRUPS AT 100 MM C/C) STIRRUPS AT 150 MM C/C 150 6Ø CLOSED TIE 2-10Ø RIBBED BARS 200 STONE MASONRY FOUNDATION MM(STIRRUPS AT 100 MM C/C) AS PER LAP DETAIL D.13 CONCRETE SPACER 25 MM D.7 10Ø RIBBED BARS (2 TOP/2 BOTTOM) D.7 6Ø STIRRUPS SECTION OF PLINTH BEAM REINFORCEMENT DETAIL AT D.7 STIRRUPS AT 150 MM C/C 200 PLAN OF PLINTH BEAM REINFORCEMENT AT CORNER PLAN SECTION OF PLINTH AT CORNER AND SECTION SEPT, 2016 S-09

35 CONCRETE SPACER 25MM 2-12Ø RIBBED BARS Ø CLOSED TIE 2-12Ø RIBBED BARS 150 MM CONCRETE BLOCK MASONRY WALL 150 SECTION OF COLUMN AT CORNER 2-10Ø RIBBED BARS TIE COLUMN REINFORCEMENT 775 MM(STIRRUPS AT 100 MM C/C) STIRRUPS AT 150 MM C/C 75 6Ø CLOSED TIE CONCRETE SPACER 20 MM 775 MM(STIRRUPS AT 100 MM C/C) AS PER LAP DETAIL D.13 D.8 6Ø STIRRUPS 10Ø RIBBED BARS D.8 CONCRETE SPACER 25 MM SECTION OF SILL/LINTEL REINFORCEMENT DETAIL AT D.8 STIRRUPS AT 150 MM C/C 150 PLAN OF SILL/LINTEL REINFORCEMENT AT CORNER PLAN SECTION OF LINTEL/SILL AT CORNER AND SECTION SEPT, 2016 S-10

36 D SECTION OF SILL/LINTEL REINFORCEMENT CONCRETE SPACER 25MM DETAIL AT D Ø RIBBED BARS 6Ø CLOSED TIE 2-12Ø RIBBED BARS SECTION OF COLUMN AT WALL INTERSECTION 150 MM CONCRETE BLOCK MASONRY WALL 2-10Ø RIBBED BARS 6Ø CLOSED TIE CONCRETE SPACER 20 MM STIRRUPS AT 150 MM C/C STIRRUPS AT 150 MM C/C 775 MM(STIRRUPS AT 100 MM C/C) 775 MM(STIRRUPS AT 100 MM C/C) Ø RIBBED BARS 6Ø STIRRUPS D.9 TIE COLUMN REINFORCEMENT 775MM(STIRRUPS AT 100 MM C/C) AS PER LAP DETAIL D.13 D.9 10Ø RIBBED BARS PLAN OF SILL/LINTEL STIRRUPS AT 150 MM C/C 6Ø STIRRUPS REINFORCEMENT AT WALL INTERSECTION 150 PLAN SECTION OF SILL/LINTEL AT WALL INTERSECTION AND SECTION SEPT, 2016 S-11

37 200 CONCRETE SPACER 25 MM Ø BARS OF SLAB 2-10Ø RIBBED BARS 6Ø CLOSED TIE 2-10Ø RIBBED BARS OFFSET BEAM REINFORCEMENT TO PASS COLUMN REINFORCING (CENTERED) STIRRUPS AT 150 MM C/C 775 MM(STIRRUPS AT 100MM C/C) 10Ø RIBBED BARS (2 TOP/2 BOTTOM) 6Ø STIRRUPS D.10 TIE COLUMN REINFORCEMENT D MM(STIRRUPS AT 100 MM C/C) STIRRUPS AT 150 MM C/C 150 MM CONCRETE BLOCK MASONRY WALL 200 SECTION OF RING BEAM REINFORCEMENT DETAIL AT D.10 CONCRETE SPACER 25MM Ø RIBBED BARS 6Ø CLOSED TIE 2-12Ø RIBBED BARS 775 MM(STIRRUPS AT 100 MM C/C) 10Ø RIBBED BARS (2 TOP/2 BOTTOM) AS PER LAP DETAIL D.13 D.10 CONCRETE SPACER 25 MM 6Ø STIRRUPS 150 SECTION OF COLUMN AT WALL INTERSECTION STIRRUPS AT 150 MM C/C PLAN OF RING BEAM REINFORCEMENT AT WALL INTERSECTION PLAN SECTION OF RING BEAM AT CORNER AND SECTION SEPT, 2016 S-12

38 TIE COLUMN REINFORCEMENT 8Ø BARS OF SLAB 775 MM(STIRRUPS AT 100 MM C/C) STIRRUPS AT 150 MM C/C CONCRETE SPACER 25 MM 2-10Ø RIBBED BARS 50 6Ø CLOSED TIE Ø RIBBED BARS 775 MM(STIRRUPS AT 100 MM C/C) CONCRETE SPACER 25 MM 200 OFFSET BEAM REINFORCEMENT TO PASS COLUMN REINFORCING(CENTERED) 150 MM CONCRETE BLOCK MASONRY WALL AS PER LAP DETAIL D.13 D.11 10Ø RIBBED BARS (2 TOP/2 BOTTOM) D.11 6Ø STIRRUPS SECTION OF RING BEAM REINFORCEMENT DETAIL AT D.11 STIRRUPS AT 150 MM C/C CONCRETE SPACER 25 MM Ø RIBBED BARS PLAN SECTION OF RING BEAM REINFORCEMENT AT CORNER 150 6Ø CLOSED TIE 2-12Ø RIBBED BARS 150 SECTION OF COLUMN AT WALL INTERSECTION PLAN SECTION OF RING BEAM AT CORNER AND SECTION SEPT, 2016 S-13

39 12Ø VERTICAL BAR ON EITHER SIDE OF THE WINDOW(SEE S-15 FOR CONNECTION TO FOUNDATION) 150 MM HOLLOW CONCRETE BLOCK WALL CONCRETE FILLING CONCRETE FILLING WINDOW DETAIL OF VERTICAL BARS ON EITHER SIDE OF THE WINDOW DETAIL D.12 LAPPED BARS CONNECTED BY BINDING WIRE MAIN BARS 600 MM (LAP LENGTH) DETAIL OF LAPPING OF MAIN BARS DETAIL D.13 CONCRETE FILL DETAIL AND LAPPING DETAIL SEPT, 2016 S-14

40 50 STIRRUPS END OF STIRRUPS ARE LOCATED ALTERNATELY AT TOP CORNER BAR OF THE SECTION DETAIL C-135 HOOL DETAIL FOR STIRRUPS AND TIES 12Ø BAR CENTERED IN CELL CEMENT MORTAR GROUT HOLLOW BLOCK GROUT FILL BEAM DETAIL SEPT, 2016 S-15

41 1 2 VERTICAL 12Ø BARS IN BLOCK CELLS FILLED WITH GROUT LVL (FLOOR LVL) BEAM LVL (LINTEL BAND) LINTEL BAND +725 LVL (SILL BAND) SILL BAND +00 LVL (PLINTH LEVEL) PLINTH BEAM STONE MASONRY FOUNDATION HOOK VERTICAL BARS INTO THE PLINTH BEAM 12Ø MM BARS BLOCK CELLS FILLS CELLS WITH CROUT ELEVATION OF WALL WITH WINDOW OPENING WALL ON GRID 2 BETN C-D SEPT, 2016 S-16

42 LVL (FLOOR LVL) RING BEAM LVL (LINTEL BAND) LINTEL BAND COLUMN ON EITHER SIDE OF THE DOOR TOOTHING SILL BARS HOOK INTO THE COLUMN SILL BAND +725 LVL (SILL BAND) 600 PLINTH BEAM +00 LVL (PLINTH LEVEL) STONE MASONRY FOUNDATION ELEVATION OF WALL WITH DOOR OPENING ELEVATION OF WALL WITH DOOR OPENING SEPT, 2016 S-17

43 INTERIOR COLUMN HOOK INTO BEAM A B Y C D EXTERIOR COLUMN 3000 APPROX 3000 APPROX 3000 APPROX 1 X Ø BARS APPROX 100 MM SLAB THICKNESS X 2 50x50 WOOD JOIST AT 300 MM C/C 100x150 WOOD BEAM Y SLAB DETAILING FOR BARS LEGEND 8 MM Ø TOP BARS AT 200 MM C/C EACH DIRECTION 8 MM Ø BOTTOM BARS AT 200 MM C/C EACH DIRECTION SLAB DETAILING FOR BARS SEPT, 2016 S-18

44 A 300 MM 8Ø 200 MM C/C B C 8Ø 200 MM C/C 8Ø 200 MM C/C 900 MM 900 MM 900 MM 900 MM 300 MM D 8Ø 200 MM C/C 3000 MM 8Ø 200 MM C/C 8Ø 200 MM C/C 3000 MM 3000 MM SLAB SECTION AT X-X 1 2 8Ø 200 MM C/C 300 MM 300 MM Ø 200 MM C/C SLAB SECTION AT Y-Y FLOOR BEAM SECTION SEPT, 2016 S-19

45 TIMBER DETAILS

46 A B C D 3000 APPROX 3000 APPROX 3000 APPROX 50X C/C 20 MM PLYWOOD BOARD WOODEN CAPITAL 50X50 MM JOIST 100X150 MM WOODEN MAIN BEAM X 100 MM WOOD POST GROUND FLOOR LEVEL PLINTH BEAM 50 MM PCC PLINTH FOUNDATION PL PL PL GL GL ALL DIMENSIONS IN MM PORCH DETAILS 1:50 SEPT, 2016 P-01

47 HOLLOW BLOCK WALL MM LONG NAILS B/W THE STRAP AND THE JOIST ON EITHER SIDE (4 TOTAL) 20MM PLYWOOD BOARD 2 LAYERS OF 26 GAUGE FLATTENED CGI STRAP EMBEDDED IN CONCRETE (400 MM LONG) LAYERS OF 26 GAUGE FLATTENED CGI STRAP EMBEDDED IN CONCRETE (400 MM LONG) PROJECTED SLAB 50X50 C/C 2-75 MM LONG NAILS B/W THE STRAP AND THE JOIST ON EITHER SIDE (4 TOTAL) 20MM PLYWOOD BOARD 50X50 C/C 200X200 MM CONCRETE BEAM PROJECTED SLAB HOLLOW BLOCK WALL 200X200 MM CONCRETE BEAM HOLLOW BLOCK WALL 3D VIEW OF CONNECTION DETAIL AT D.21 CONNECTION DETAIL OF BEAM WITH PORCH JOIST AT GROUND FLOOR ALL DIMENSIONS IN MM PORCH DETAILS 1:50 SEPT, 2016 P-02

48 2-100MM LONG NAILS B/W JOIST AND MAIN BEAM EACH SIDE (4 TOTAL) X100MM COLUMN 50x50 MM JOIST 2-100MM LONG NAILS B/W JOIST AND COLUMN EACH SIDE (4 TOTAL) 2-75MM LONG NAILS INCLINED(45 ) DOWNWARDS B/W POST AND MAIN BEAM (4 TOTAL ON OPPOSITE SIDE OF COLUMN) 100X100 MM COLUMN MM LONG NAILS B/W JOIST AND MAIN BEAM EACH SIDE (4 TOTAL) X100 MM COLUMN POST 100 X50 MM MAIN BEAM 100 CAPITAL 50x50 MM JOIST ON EACH SIDE OF POST 2-100MM LONG NAILS B/W JOIST AND COLUMN EACH SIDE (4 TOTAL) 2-100MM LONG NAILS INCLINED(45 ) DOWNWARDS B/W POST AND MAIN BEAM EACH SIDE (4 TOTAL) 50x50 MM TIMBER JOIST MM LONG NAILS B/W JOIST AND MAIN BEAM 75MM LONG NAILS INCLINED(45 ) DOWNWARDS B/W POST AND MAIN BEAM MAIN BEAM 100X100MM COLUMN 100x150 MM MAIN BEAM 100 CAPITAL FRONT ELEVATION CAPITAL X100 MM COLUMN 100X150 MM MAIN BEAM 100X100 MM COLUMN 100X100 MM COLUMN POST MM LONG NAILS B/W JOIST AND MAIN BEAM (4 TOTAL) 3D VIEW OF CONNECTION SIDE ELEVATION 2-100MM LONG NAILS INCLINED(45 ) DOWNWARDS B/W POST AND MAIN BEAM (4 TOTAL) DETAIL AT D.22 CONNECTION DETAIL OF COLUMN WITH MAIN BEAM 50x50 MM JOIST ON EACH SIDE OF POST PLAN ALL DIMENSIONS IN MM PORCH DETAILS 1:50 SEPT, 2016 P-03

49 MM LONG NAILS STRAIGHT ON EITHER SIDE (B/W STRAP AND BEAM) (6 TOTAL) GAUGE-2 LAYER FLATTENED CGI STRAP ON BOTH SIDES OF POST (990MM LONG) 100 MM LONG NAILS INCLINED UPWARDS (B/W CAPITAL AND BEAM) 100x150 MM MAIN BEAM OR PORCH BEAM 100 MM LONG NAILS INCLINED UPWARDS (B/W CAPITAL AND BEAM) MM LONG NAILS STRAIGHT ON EITHER SIDE (B/W STRAP AND BEAM) (8 TOTAL) 26 GAUGE-2 LAYER FLATTENED CGI STRAP ON BOTH SIDES OF POST ( 990MM LONG) 100x150 MM MAIN BEAM OR PORCH BEAM 100 MM LONG NAILS INCLINED UPWARDS (B/W CAPITAL AND BEAM) MM LONG NAILS INCLINED UPWARDS (B/W CAPITAL AND POST) CAPITAL MM LONG NAILS STRAIGHT ON EITHER SIDE (B/W STRAP AND CAPITAL) (4 TOTAL) MM LONG NAILS STRAIGHT ON EITHER SIDE (B/W STRAP AND POST) (8 TOTAL) 100 MM LONG NAILS INCLINED UPWARDS (B/W CAPITAL AND BEAM) 100 MM LONG NAILS INCLINED UPWARDS(B/W CAPITAL AND POST) CAPITAL MM LONG NAILS STRAIGHT ON EITHER SIDE (B/W STRAP AND CAPITAL) (4 TOTAL) MM LONG NAILS STRAIGHT ON EITHER SIDE (B/W STRAP AND POST) (8 TOTAL) 100X100 MM COLUMN 100X100 MM COLUMN DETAIL AT D.21 CONNECTION DETAIL OF CAPITAL WITH MAIN BEAM ALL DIMENSIONS IN MM PORCH DETAILS 1:50 SEPT, 2016 P-04

50 TIMBER TRUSS DRAWINGS

51 50 X 100 mm MAIN RAFTER A B C D 25 X 150 mm FASCIA MM PROJECTION ON ALL SIDES X 150 mm FASCIA X50 MM PURLIN SPACED AT 500 MM ALONG THE SLANT DISTANCE X 100 MM PORCH RAFTER ROOF FRAMING PLAN ALL DIMENSIONS IN MM ROOF FRAMING PLAN SEPT, 2016 T-01

52 100X50MM MAIN ROOF RAFTER (BEYOND) 50 X 100 MM MAIN RAFTER 32.5 MM THICK GUSSET PLATE LAYERS OF FLATTENED 26 GAUGE CGI STRAP (700MM LONG) 50X100 MM PORCH RAFTER LAYERS OF FLATTENED 26 GAUGE CGI STRAP WRAPPED AROUND THE MEMBERS X 100 BOTTOM TIE INSIDE WEDGE WOODEN PIECE OUTSIDE PORCH 50 X 100 MM PORCH RAFTER 150 MM HOLLOW BLOCK MASONRY WALL SECTION AT B1-B CONNECTION OF PORCH RAFTER AND FLOOR BEAM DETAIL OF WEDGE WOODEN PIECE ALL DIMENSIONS IN MM DETAIL OF CONNECTIONS SEPT, 2016 T-02

53 50 X 100 MM RAFTER TOWARDS PORCH 50 X 50 MM KING POST 50 X 50 MM DIAGONAL WEB 50 X 100 MM RAFTER 50 X 50 MM DIAGONAL WEB 50 X 100 MM BOTTOM TIE 50 X 100 MM BOTTOM TIE EXPLODED ROOF TRUSS 3D VIEW DETAIL OF ROOF TRUSS SEPT, 2016 T-03

54 MEMBER 3 (KING POST) MEMBER 1 (RAFTER) MEMBER 2 ( RAFTER TOWARDS PORCH) MEMBER 5 (DIAGONAL WEB) MEMBER 4 (DIAGONAL WEB) MEMBER 6 (BOTTOM TIE) MEMBER 7 (BOTTOM TIE) 150 MEASUREMENT OF ROOM MEMBERS ALL DIMENSIONS IN MM DETAIL OF ROOF TRUSS SEPT, 2016 T-04

55 CGI SHEET 50 x 50 PURLIN, TYPICAL ROOF TRUSS ELEVATION WITH GUSSET PLATE DETAIL OF ROOF TRUSS SEPT, 2016 T-05

56 6-75 MM LONG NAILS CONNECTING GUSSET PLATE AND RAFTER ON EACH SIDE OF RAFTER (12 TOTAL PER RAFTER) MEMBER 1 (50 X 100 MM RAFTER) 26 GAUGE CGI SHEET 50 X 50 MM PURLIN 37.5MM THICK GUSSET PLATE ON EITHER SIDE (2 Nos.) MEMBER 2 (50 X 100 MM RAFTER) MEMBER 1 (RAFTER) CUT PORTION MEMBER 2 ( RAFTER TOWARDS PORCH ) MEMBER 3 (KING POST) CUT PORTION MEMBER 1 ( RAFTER ) MEMBER 2 ( RAFTER TOWARDS PORCH) 2-75 MM LONG NAILS ON OPPOSITE SIDE OF KING POST (4 TOTAL) MEMBER 3 (50 x 50 MM KING POST) DETAIL OF JOINTS AT CONNECTION MM THICK GUSSET PLATE (2 Nos.) DETAIL AT CONNECTION MM LONG NAILS CONNECTING GUSSET PLATE AND RAFTER ON EACH SIDE OF RAFTER (12 TOTAL PER RAFTER) ALIGNMENT OF GRAIN 100X50MM MAIN ROOF RAFTER MM LONG NAILS ON EITHER SIDE OF THE KING POST (4 TOTAL) DETAIL OF GUSSET PLATE AT CONNECTION 1 ( 2 Nos.) DETAIL OF CONNECTIONS MEMBER 3 (50 x 50 MM KING POST) 3D VIEW OF CONNECTION 1 ALL DIMENSIONS IN MM SEPT, 2016 T-06

57 2-75 MM LONG NAILS ON EITHER SIDE OF EACH DIAGONAL WEB (4 TOTAL PER DIAGONAL WEB ) MEMBER 3 (50 X 50 MM KING POST) 2-75 MM LONG NAILS ON EITHER SIDE OF KING POST (4 TOTAL) MEMBER 5 (50 X 50 MM DIAGONAL WEB) 37.5MM THICK GUSSET PLATE ON EITHER SIDE (2 Nos.) 2525 MEMBER 4 (50 X 50 MM DIAGONAL WEB) 220 ALIGNMENT OF GRAIN MEMBER 6 (100 X 50 BOTTOM TIE) 6-75 MM LONG NAILS ON EITHER SIDE OF EACH BOTTOM TIE (12 TOTAL PER TIE ) DETAIL AT CONNECTION 2 MEMBER 7 (100 X 50 BOTTOM TIE) DETAIL OF GUSSET PLATE 37.5 MM THICK GUSSET PLATE (2 Nos.) 50 x 50 MM KING POST 50 X 50 MM DIAGONAL WEB CUT PORTION 7 MEMBER 3 (KING POST) X 50MM DIAGONAL WEB 100 X 50 MM BOTTOM TIE 2-75 MM LONG NAILS ON EITHER SIDE OF KING POST (4 TOTAL) MEMBER 5 ( DIAGONAL WEB) CUT PORTION MEMBER 5 ( DIAGONAL WEB) 6-75 MM LONG NAILS ON EITHER SIDE OF BOTTOM TIE (12 TOTAL PER TIE ) DETAIL OF JOINTS AT CONNECTION 2 DETAIL OF CONNECTIONS 3DVIEW OF CONNECTION 2 ALL DIMENSIONS IN MM SEPT, 2016 T-07

58 MEMBER 2 (50 X 100MM RAFTER) 50 X 50 MM PURLIN GAUGE CGI SHEET 2-75 MM LONG NAILS CONNECTING GUSSET PLATE AND MEMBER 4 (4 Nos. TOTAL) 2-75 MM LONG NAILS CONNECTING GUSSET PLATE AND MEMBER 2 (4 Nos. ) ALIGNMENT OF GRAIN DETAIL OF GUSSET PLATE ( 2 Nos.) MEMBER 4 (50 x 50 MM DIAGONAL WEB) 37.5 MM THICK GUSSET PLATE (2 Nos. on opposite side) 37.5 MM THICK GUSSET PLATE (2 Nos.) DETAIL AT CONNECTION 3 MEMBER 2 (50 X 100MM RAFTER) 2-75 MM LONG NAILS ON OPPOSITE SIDE (4 TOTAL) MEMBER 4 (50 x 50 MM DIAGONAL WEB) 3D VIEW OF CONNECTION 3 ALL DIMENSIONS IN MM DETAIL OF CONNECTIONS SEPT, 2016 T-08

59 26 GAUGE CGI SHEET MEMBER 2 ( RAFTER TOWARDS PORCH) MEMBER 2 (50 X 100 MM RAFTER) 37.5 MM THICK GUSSET PLATE (2 Nos.) CUT PORTION OF MEMBER 7 MEMBER 7 (50 X 100 BOTTOM TIE) 2-75 MM LONG NAILS ON EACH SIDE TO MAIN RAFTER (12 Nos. ) MEMBER 7 (BOTTOM TIE) DETAIL OF JOINTS AT CONNECTION 4 200X200 MM CONCRETE BEAM 50X100MM MAIN ROOF RAFTER 200X200 MM RING BEAM 37.5 MM THICK GUSSET PLATE (2 Nos.) 2-75 MM LONG NAILS ON EACH SIDE TO BOTTOM TIE (12 Nos. ) 150 MM HOLLOW BLOCK MASONRY WALL 50 X 100 MM BOTTOM TIE 6-75 MM LONG NAILS CONNECTING BOTTOM TIE AND GUSSET PLATE (12 Nos. ) DETAIL AT CONNECTION MM LONG NAILS CONNECTING RAFTER AND GUSSET PLATE (12 Nos. ) 100 ALIGNMENT OF GRAIN 500 DETAIL OF GUSSET PLATE 3D VIEW OF CONNECTION 4 DETAIL OF CONNECTIONS ALL DIMENSIONS IN MM SEPT, 2016 T-09

60 26 GAUGE CGI SHEET MEMBER 1 (RAFTER) 6-75 MM LONG NAILS ON EACH SIDE TO MAIN RAFTER (12 Nos. ) MEMBER 1 (50 X 100 MM RAFTER) CUT PORTION OF MEMBER 6 50 X 50 MM PURLIN MM THICK GUSSET PLATE (2 Nos.) MEMBER 7 (50 X 100 BOTTOM TIE) MEMBER 6 (BOTTOM TIE) 75 MM LONG NAILS (2 Nos.) DETAIL OF JOINTS AT CONNECTION 5 25X150 MM FASCIA 200X200 MM RING BEAM 6-75 MM LONG NAILS ON EACH SIDE TO BOTTOM TIE (12 Nos. ) 200 X 200 CONCRETE BEAM 50X100MM MAIN ROOF RAFTER 37.5 MM THICK GUSSET PLATE (2 Nos.) 150 MM HOLLOW BLOCK MASONRY WALL 50 X 100 MM BOTTOM TIE 196 DETAIL AT CONNECTION DETAIL OF GUSSET PLATE 100 ALIGNMENT OF GRAIN DETAIL OF CONNECTIONS 6-75 MM LONG NAILS CONNECTING RAFTER AND GUSSET PLATE (12 Nos. ) 3D VIEW OF CONNECTION MM LONG NAILS CONNECTING BOTTOM TIE AND GUSSET PLATE (12 Nos. ) ALL DIMENSIONS IN MM SEPT, 2016 T-10

61 CGI SHEET 75MM LONG NAIL B/W THE STRAPS AND RAFTER 50 X 100 MM RAFTER 50 X 100 MM RAFTER 2 LAYERS OF 26 GAUGE FLATTENED CGI STRAP (900 MM LONG) 2 LAYERS OF CGI STRAP 50 X 50 MM PURLIN 37.5 MM GUSSET PLATE 1-75MM LONG NAILS B/W STRAP AND RAFTER ON EACH SIDE (2 TOTAL) 50 X BOT 200 X 200 MM RING BEAM MM THICK GUSSET PLATE PLAN WRAP OVER TRUSS AND DOWN OPPOSITE FACE EACH SIDE 2 LAYER OF 26 GAUGE FLATTENED CGI STRAP 2-75MM LONG NAILS B/W STRAP AND GUSSET ON EACH SIDE (4 TOTAL) MM LONG NAILS ON EITHER SIDE CONNECTING THE CGI STRAP AND WOODEN GUSSET PLATE (4 TOTAL) 50X100MM MAIN ROOF RAFTER 200 X 200 CONCRETE BEAM 37.5 MM GUSSET PLATE 150 MM HOLLOW BLOCK MASONRY WALL DETAIL OF CGI STRAP 200X200MM RING BEAM TOTAL LENGTH OF 10MM STRAP IN TWO LAYERS = 1055 MM 3D VIEW OF CGI STRAP CONNECTION ALL DIMENSIONS IN MM DETAIL OF ROOF TRUSS SEPT, 2016 T-11

62 2-100 MM LONG NAILS CONNECTING THE BLOCK AND THE PURLIN MM LONG NAILS CONNECTING THE BLOCK AND THE PURLIN 50X50 MM PURLIN 100 MM LONG NAILS CONNECTING THE BLOCK AND THE RAFTER 100 MM LONG NAILS CONNECTING THE BLOCK AND THE PURLIN X 50MM PURLIN 50X50 MM TIMBER BLOCK 50X100 MM RAFTER 50X100 MM RAFTER 50X50 MM TIMBER BLOCK PLAN ELEVATION 50X50 MM TIMBER BLOCK 50 X 50MM PURLIN 50 X 50MM PURLIN 75MM LONG NAILS 50X50 MM TIMBER BLOCK 50X100 MM RAFTER CONNECTION OF PURLIN AND RAFTER OVER DISCONTINUOUS ENDS ALL DIMENSIONS IN MM DETAIL OF CONNECTIONS SEPT, 2016 T-12

63 50X50 MM TIMBER BLOCK 100 X 150 MM PORCH BEAM 50X100 MM PORCH RAFTER X50 MM TIMBER BLOCK 25X150 MM FASCIA CONNECTED BY 2 NAILS OF 75MM TO THE PORCH RAFTER MM LONG NAIL CONNECTING THE BLOCK AND PORCH RAFTER (4 TOTAL) 50X100 MM RAFTER MM LONG NAIL CONNECTING THE BLOCK AND PORCH BEAM (4 TOTAL) PLAN 100 X 150 MM PORCH BEAM ELEVATION 50 X 100MM PORCH RAFTER 50 X 50MM TIMBER BLOCK MM LONG NAILS CONNECTING THE BLOCK AND PORCH RAFTER (4 TOTAL) 100 X 150MM PORCH BEAM MM LONG NAILS CONNECTING THE BLOCK AND PORCH RAFTER (4 TOTAL) DETAIL AT CONNECTION 6 CONNECTION OF PORCH RAFTER AND PORCH BEAM ALL DIMENSIONS IN MM DETAIL OF CONNECTIONS SEPT, 2016 T-13

64 J-HOOK 26 GAUGE CGI SHEET 50 MM X 50 MM PURLIN J-HOOK 26 GAUGE CGI SHEET 50 MM X 50 MM PURLIN J-HOOK 600 MM (HAND TIGHTEN TO CGI) J-HOOK 26 GAUGE CGI SHEET 50 MM X 50 MM PURLIN J-HOOK CONNECTION DETAIL ALL DIMENSIONS IN MM J-HOOK DETAIL SEPT, 2016 T-14

65 50 X 50 MM KING POST 50 X 100 MM RAFTER 50 X 50 MM DIAGONAL BRACING 200 X 200 MM RING BEAM A B C D 50 X 50 MM DIAGONAL BRACING 50 X 100 MM RAFTER 50 X 100 MM RAFTER 50 X 50 MM KING POST 100 X 50 BOTTOM TIE 150 MM HOLLOW BLOCK MASONRY WALL 200 X 200 RING BEAM 200 X 200 MM RING BEAM DETAIL OF CROSS BRACING ALL DIMENSIONS IN MM DETAIL OF CROSS BRACING SEPT, 2016 T-15

66 3.55 MM DIA NAILS 75 MM LONG NAILS 37.5 MM GUSSET PLATE 50 X 50 DIAGONAL WEB 3.5 MM DIA NAILS 50 X 50 KING POST 50 X 50 DIAGONAL WEB 50 X 100 RAFTER 37.5 MM GUSSET PLATE 2 LAYERS OF CGI STRAP EMBEDDE IN CONCRETE BEAM FASTENERS 50 X 50 KING POST 50 X 100 RAFTER 37.5 MM GUSSET PLATE 2 LAYERS OF CGI STRAP 200 X 200 CONCRETE BEAM 37.5 MM GUSSET PLATE 50 X 100 BOTTOM TIE 150 X 150 CONCRETE COLUMN 200 X 200 CONCRETE BEAM 50 X 100 BOTTOM TIE 50 X 50 DIAGONAL WEB 50 X 100 MAIN RAFTER 2 LAYERS OF CGI STRAP 200 X 200 CONCRETE BEAM 50 X 50 KING POST 50 X 100 RAFTER WEDGED WOODEN PIECE 50 X 100 BOTTOM TIE 50 X 100 PORCH RAFTER 200 X 200 CONCRETE BEAM 200 X 200 CONCRETE BEAM 50 X 100 BOTTOM TIE 50 X 100 RAFTER 37.5MM GUSSET PLATE Nepal Housing Reconstruction 3 DIMENTIONAL VIEWS OF ROOF 1:50 SEPT, 2016 T-16

67 2-100 MM LONG NAILS CONNECTING BLOCKS AND THE PURLIN 50X50 MM TIMBER BLOCK MM LONG NAILS CONNECTING BLOCK AND THE RAFTER 100 MM LONG NAILS CONNECTING THE BLOCK AND THE RAFTER 100 MM LONG NAILS CONNECTING THE BLOCK AND THE PURLIN X 50MM PURLIN 50X50 MM TIMBER BLOCK 50X100 MM RAFTER 50X100 MM RAFTER 50X50 MM PURLIN PLAN ELEVATION PLAN 50X50 MM TIMBER BLOCK 50 X 50MM PURLIN 100 MM LONG NAILS 50X50 MM TIMBER BLOCK 50X100 MM RAFTER CONNECTION OF PURLIN AND RAFTER OVER DISCONTINUOUS ENDS CONNECTION OF PURLIN AND RAFTER OVER DISCONTINUOUS ENDS ALL DIMENSIONS IN MM DETAIL OF CROSS BRACING SEPT, 2016 T-17

68 QUANTITY ESTIMATION

69 SUMMARY OF QUANTITY ESTIMATE Nepal Housing Reconstruction BUILDING AND ESTIMATION 1:50 DATE SEPT, 2016 E-01