Ba r b u d a Se co n d a r y E) G N I B W A R a D C L A M R U A R T S C II U I...
20
SCHOOL: SIR. McChesney Geroge Secondary - Barbuda STRUCTURAL DRAWINGS (Blocks A, B, C, and E) PROJECT: BEPII - Antigua and Barbuda
Transcript of Ba r b u d a Se co n d a r y E) G N I B W A R a D C L A M R U A R T S C II U I...
SCHOOL: SIR. McChesney Geroge Secondary - Barbuda
STRUCTURAL DRAWINGS (Blocks A, B, C, and E)
PROJECT: BEPII - Antigua and Barbuda
S1
BLOCK A:PLANS & DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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GROUND FLOOR LAYOUT
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SCALE: "=1'-0"316"=1'-0"
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C
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E
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F
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D
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B
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A
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EXISTING RC SLAB COVER TO WATER TANK
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10"x10" COL.
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10"x10" COL.
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10"x10" COL.
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10"x10" COL.
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4T12-100 T10-03-10
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DPM
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%%USECTION
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SCALE 1/2" TO 1'-0"
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WELL COMPACTED FILL MATERIAL
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5" THK SLAB WITH A252 MESH (T)
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4T12-100 R10-02-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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3T12-100 T12-01-12
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GRD FL
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DPM
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ROCK
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3T12-100 T12-01-12
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5" THK SLAB WITH A252 MESH (T)
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YARD
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YARD
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GRD FL
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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A252 MESH
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%%USECTION
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SCALE 1/2" TO 1'-0"
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3T12-100 T12-01-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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YARD
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WELL COMPACTED FILL MATERIAL
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4T12-100 R10-02-12
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T12-10" DOWELLED AND EPOXY GROUTED Min. 6" INTO EXISTING SLAB
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EXISTING STRUCTURE
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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T12-32" DOWELLED AND EPOXY GROUTED Min. 4" INTO EXISTING SLAB
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EXISTING STRUCTURE
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%%UTYPICAL WALL CONNECTION DETAIL
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SCALE 1/2" TO 1'-0"
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T12 BARS (VERT.), ALL CORES WITH REINFORCEMENT FILLED SOLID.
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STANDARD BLOCKWALL DETAIL
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SCALE 1/2"=1'-0"
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STOP END
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C
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E
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F
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D
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B
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ROOF LAYOUT
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SCALE: "=1'-0"316"=1'-0"
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2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
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SCALE 1/2" TO 1'-0"
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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SCALE 1/2" TO 1'-0"
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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GROUND FL. LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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TYPICAL 10" SQ. COLUMNS
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4 NO. THUS
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8T12-06
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1
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8T12-05 DOWELLED AND EPOXY GROUTED Min. 6" INTO EXISTING SLAB
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H.COLLINS
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Date
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A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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NOV-2016
S1
BLOCK B -FOUNDATION LAYOUT
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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FOUNDATION PLAN
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SCALE: "=1'-0"316"=1'-0"
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E
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D
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C
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B
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A
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BASE TYPE 7
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BASE TYPE 6
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BASE TYPE 5a
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BASE TYPE 3
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BASE TYPE 1
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BASE TYPE 1
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BASE TYPE 1
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BASE TYPE 1
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BASE TYPE 1
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BASE TYPE 2
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BASE TYPE 5
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BASE TYPE 6
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BASE TYPE 7
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BASE TYPE 8
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BASE TYPE 4a
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BASE TYPE 4
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BASE TYPE 11
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BASE TYPE 12
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BASE TYPE 13
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BASE TYPE 15
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BASE TYPE 14
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BASE TYPE 9a
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BASE TYPE 10
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BASE TYPE 9
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30" X 12" THK. STRIP FOOTING
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24" X 12" TIE BEAM
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24" X 12" TIE BEAM
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24" X 12" TIE BEAM
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11
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EXTENT OF UNDERGROUND WATER STORAGE TANK
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EXTENT OF UNDERGROUND WATER STORAGE TANK
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6
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LIFT PIT
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H.COLLINS
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Date
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A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
S10A
BLOCK B:COLUMN DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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GROUND FL. LEVEL
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FIRST FL. LEVEL
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ROOF LEVEL
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4T20-03 & 4T12-04
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON D3-D6 & D8-D10
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7 NO. THUS
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4T20-01 & 4T12-02
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FIRST FL. LEVEL
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4T20-06 & 4T12-07
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON B3-B6 & B8-B10
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7 NO. THUS
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4T20-01 & 4T12-02
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2
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FIRST FL. LEVEL
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ROOF LEVEL
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4T20-06 & 4T12-07
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON B2 & B11
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2 NO. THUS
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2
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4T20-12 & 4T12-13
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GROUND FL. LEVEL
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FIRST FL. LEVEL
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8T16-09
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMN ON B7
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1 NO. THUS
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8T16-08
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R10-10 HELICAL BINDING WITH 5" PITCH
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R10-10 HELICAL BINDING WITH 5" PITCH
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GROUND FL. LEVEL
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FIRST FL. LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON C1, C2, D2, E1 & E2
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5 NO. THUS
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4T20-01 & 4T12-02
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1
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2
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4T20-06 & 4T12-07
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GROUND FL. LEVEL
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FIRST FL. LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON D1
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1 NO. THUS
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4T20-01 & 2T12-02
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5
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6
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4T20-06 & 2T12-07
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DRIVEWAY LEVEL
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COLUMNS ON A6 A7 & A8
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8T16-11
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7
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8
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8T16-12
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R10-13 HELICAL BINDING WITH 5" PITCH
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05
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01
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02
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11
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SECTION 1-1
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SECTION 5-5
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06
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SECTION 2-2
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08
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SECTION 3-3
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SECTION 4-4
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SECTION 6-6
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SECTION 7-7
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SECTION 8-8
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Scale
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Design By
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Project Name and Address
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Date
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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A.GLASGOW
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H.COLLINS
S11
BLOCK B:GROUND FLOOR
REINFORCEMENT LAYOUT
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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GROUND FLOOR SLAB REINFORCEMENT
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C
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B
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A
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32T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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32T10-01-8 (B ) 1) STG.
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32T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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32T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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32T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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32T10-01-8 (B & T ) 1 & T ) 1) STG.
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14T10-02-10 (B & T ) 2 & T ) 2) STG.
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40T10-03-8 (T )1)
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32T10-04-8 (T ) 1) STG.
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40T10-04-8 (T ) 1) STG.
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32T10-04-8 (T ) 1) STG.
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40T10-04-8 (T ) 1) STG.
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32T10-04-8 (T ) 1) STG.
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8T10-05-8 (B ) 1) STG.
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8T10-05-8 (B ) 1) STG.
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8T10-05-8 (B ) 1) STG.
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28T10-06-10 (B )2)
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28T10-06-10 (B )2)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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52T10-08-16 & 52T10-09-16 (T ) 2) ALT.
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(18+17)
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(17+18)
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(8+9)
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(9+8)
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28T10-06-10 (B )2)
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40T10-04-8 (T ) 1) STG.
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5" THK. REINF. CONC. SLAB OF GRADE WITH A193 MESH FABRIC IN TOP
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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H.COLLINS
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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NOV-2016
S12
BLOCK B:FIRST FLOOR
SLAB REINFORCEMENT
SIR MC CHESNEYGEORGE SEC.
SCHOOL
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FIRST FLOOR SLAB REINFORCEMENT
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SCALE: "=1'-0"316"=1'-0"
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40T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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40T10-01-8 (B ) 1) STG.
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20T10-02-10 (B ) 2) STG.
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40T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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40T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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40T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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40T10-01-8 (B ) 1) STG.
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14T10-02-10 (B ) 2) STG.
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20T10-08-16 & 20T10-09-16 (T ) ALT.1) ALT.
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32T10-04-8 (T ) 1) STG.
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40T10-04-8 (T ) 1) STG.
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40T10-04-8 (T ) 1) STG.
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40T10-04-8 (T ) 1) STG.
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112T10-06-10 (B )2)
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25T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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17T10-03-8 (T )1)
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67T10-08-16 & 67T10-09-16 (T ) 2) ALT.
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40T10-01-8 (B ) 1) STG.
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40T10-04-8 (T ) 1) STG.
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25T10-03-8 (T )1)
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(8)
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32T10-06-10 (B )1)
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(14)
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(9+9)
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16T10-08-16 & 16T10-09-16 (T ) 1) ALT.
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32T10-06-10 (B )1)
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20T10-02-10 (B ) 2) STG.
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24T10-06-10 (B )2)
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10T10-07-8 (T )2)
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(4+4)
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8T10-11-8 (B ) & 1) & 8T10-11-8(T ) 1) STG.
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(16+16)
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40T10-04-8 (T ) 1) STG.
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%%USECTION
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SCALE 1/2" TO 1'-0"
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SCALE 1/2" TO 1'-0"
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%%USECTION
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SCALE 1/2" TO 1'-0"
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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%%USECTION
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H.COLLINS
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Project Name and Address
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No.
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A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
S13
BLOCK B -STAIR AND LIFT PIT
DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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%%UPLAN OF STAIRCASE AT GRD FLOOR
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SCALE 1/4" TO 1'-0"
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%%UPLAN OF STAIRCASE AT FIRST FLOOR
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SCALE 1/4" TO 1'-0"
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DOWN
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4T12-100 R10-05-12
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7T12-01-7
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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7T12-02-7
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7T12-03-7
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4T12-100 R10-05-12
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%%USECTION
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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7T12-10-7
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7T12-11-7
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7T12-08-7
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7T12-06-7
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7T12-09-7
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4T12-100 R10-12-12
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%%USECTION
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7T12-17-7
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7T12-13-7
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7T12-14-7
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7T12-15-7
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7T12-16-7
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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%%USECTION
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8" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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LIFT PIT
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%%USECTION
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SCALE 1/2" TO 1'-0"
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4T12-100 R10-18-12
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BEAM AS DETAILED
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Scale
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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H.COLLINS
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A.GLASGOW
S2
BLOCK B -FOUNDATION
DETAILS (Sheet 1)
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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Min. 2" CONC. BLINDING
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%%USECTION
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SCALE 1/2" TO 1'-0"
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%%USECTION
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4T12-100 T12-01-8
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%%USECTION
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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WELL COMPACTED FILL MATERIAL
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5" THK SLAB WITH A252 MESH (T)
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4T12-100 R10-02-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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3T12-100 T12-05-12
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COMPACTED FILL TO SPEC.
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%%USECTION
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GRD FL
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DPM
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%%USECTION
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4T12-100 T12-01-8
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%%USECTION
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3T12-100 T12-05-12
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COMPACTED FILL TO SPEC.
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4T12-100 T10-12-10
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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WELL COMPACTED FILL MATERIAL
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5" THK SLAB WITH A252 MESH (T)
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4T12-100 R10-02-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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%%USECTION
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DPM
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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WELL COMPACTED FILL
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5" THK SLAB WITH A252 MESH (T)
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5T12-100 R10-16-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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%%USECTION
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%%USECTION
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6T16-101 T10-13-10
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YARD LEVEL
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T12-03-10 OUTER FACE OF WALL ONLY
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ROCK
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T12-03-6 BOTH FACES OF WALL
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1 LAYER B.S. A393 MESH (T. & Btm.)
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1 LAYER B.S. A393 MESH (T. & Btm.)
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Min. 2" CONC. BLINDING
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ROCK
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Min. 2" CONC. BLINDING
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T12-03-10 OUTER FACE OF WALL ONLY
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T12-03-6 INNER FACE OF WALL ONLY
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ROCK
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1 LAYER B.S. A393 MESH (T. & Btm.)
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Min. 2" CONC. BLINDING
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T12-07-10 OUTER FACE OF WALL ONLY
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T12-07-6 INNER FACE OF WALL ONLY
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ROCK
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1 LAYER B.S. A393 MESH (T. & Btm.)
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T12-03-6 INNER FACE OF WALL ONLY
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ROCK
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1 LAYER B.S. A393 MESH (T. & Btm.)
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8T12-08-8 T12-10-8
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6
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%%USECTION
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Min. 2" CONC. BLINDING
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T12-07-10 OUTER FACE OF WALL ONLY
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T12-07-6 INNER FACE OF WALL ONLY
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ROCK
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1 LAYER B.S. A393 MESH (T. & Btm.)
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ROCK
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8T12-08-8 T12-09-8
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WELL COMPACTED FILL
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5" THK SLAB WITH A252 MESH (T)
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5T12-100 R10-16-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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4T12-100 T12-05-12
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12
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%%USECTION
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GRD FL
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DPM
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WELL COMPACTED FILL MATERIAL
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4T12-100 R10-14-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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3T12-100 T12-05-12
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8
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S1
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S2
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%%USECTION
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GRD FL
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DPM
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WELL COMPACTED FILL MATERIAL
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5" THK SLAB WITH A252 MESH (T)
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5T12-100 R10-15-12
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GRD FL
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DPM
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
AutoCAD SHX Text
4T12-100 T12-01-8
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4T12-100 T12-01-8
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1 LAYER B.S. A393 MESH (T. & Btm.)
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ROCK
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ROCK
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ROCK
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ROCK
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APPROX. YARD LEVEL
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ACCESS COVER TO ARCHITECT'S SPEC
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WELL COMPACTED FILL
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5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
5T12-100 R10-17-12
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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4T12-100 T12-05-12
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13
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S1
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S2
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%%USECTION
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SCALE 1/2" TO 1'-0"
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GRD FL
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ROCK
AutoCAD SHX Text
5T12-100 R10-02-12
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
AutoCAD SHX Text
4T12-100 T12-05-12
AutoCAD SHX Text
DPM
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
WELL COMPACTED FILL MATERIAL
AutoCAD SHX Text
5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
4T12-100 R10-02-12
AutoCAD SHX Text
DPM
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4T12-100 T12-04-8
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
AutoCAD SHX Text
2T12-100 R6-06-8
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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6T12-100 R10-11-12
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5T12-100 R10-15-12
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Scale
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Design By
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Drawn By
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Sheet
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Revision/Issue
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Project Name and Address
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No.
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Date
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General Notes
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Date
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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A.GLASGOW
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H.COLLINS
S3
BLOCK B -FOUNDATION
DETAILS (Sheet 2)
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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%%UELEVATION OF BASE TYPE 1
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SCALE 1/2" TO 1'-0"
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GRD FL
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%%UPLAN OF BASE TYPE 1
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SCALE 1/2" TO 1'-0"
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BASE TYPES 6 & 7 SIMILAR
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%%UPLAN OF BASE TYPE 2
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SCALE 1/2" TO 1'-0"
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%%UELEVATION OF BASE TYPE 9
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SCALE 1/2" TO 1'-0"
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%%UPLAN OF BASE TYPE 9
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SCALE 1/2" TO 1'-0"
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BASE TYPES 9a & 10 SIMILAR
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05
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04
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02
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03
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
03
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
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ROCK
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Min. 2" CONC. BLINDING
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%%UELEVATION OF BASE TYPE 2
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SCALE 1/2" TO 1'-0"
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GRD FL
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05
AutoCAD SHX Text
04
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02
AutoCAD SHX Text
03
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
03
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
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01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
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ROCK
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Min. 2" CONC. BLINDING
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%%UPLAN OF BASE TYPE 4
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SCALE 1/2" TO 1'-0"
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BASE TYPES 12, 14 & 15 SIMILAR
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%%UELEVATION OF BASE TYPE 4
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SCALE 1/2" TO 1'-0"
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GRD FL
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05
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04
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06
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07
AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
07
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
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ROCK
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Min. 2" CONC. BLINDING
AutoCAD SHX Text
%%UELEVATION OF BASE TYPE 8
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
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GRD FL
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%%UPLAN OF BASE TYPE 8
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
(1# REQUIRED)
AutoCAD SHX Text
09
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
ROCK
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Min. 2" CONC. BLINDING
AutoCAD SHX Text
08
AutoCAD SHX Text
08
AutoCAD SHX Text
08
AutoCAD SHX Text
08
AutoCAD SHX Text
08
AutoCAD SHX Text
08
AutoCAD SHX Text
08
AutoCAD SHX Text
08
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R10-09 HELICAL BINDING WITH 5" PITCH
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%%UPLAN OF BASE TYPE 3
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
%%UELEVATION OF BASE TYPE 3
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
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GRD FL
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05
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
02
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
02
AutoCAD SHX Text
03
AutoCAD SHX Text
03
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
ROCK
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Min. 2" CONC. BLINDING
AutoCAD SHX Text
(9# REQUIRED)
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
ROCK
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GRD FL
AutoCAD SHX Text
R10-12 HELICAL BINDING WITH 5" PITCH
AutoCAD SHX Text
(3# REQUIRED)
AutoCAD SHX Text
(4# REQUIRED)
AutoCAD SHX Text
BASE TYPE 5a SIMILAR
AutoCAD SHX Text
(2# REQUIRED)
AutoCAD SHX Text
BASE TYPE 5 SIMILAR
AutoCAD SHX Text
(2# REQUIRED)
AutoCAD SHX Text
%%UPLAN OF BASE TYPE 11
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
BASE TYPE 13 SIMILAR
AutoCAD SHX Text
%%UELEVATION OF BASE TYPE 11
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
GRD FL
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05
AutoCAD SHX Text
04
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
07
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
01
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
Min. 2" CONC. BLINDING
AutoCAD SHX Text
(2# REQUIRED)
AutoCAD SHX Text
Scale
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Design By
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Drawn By
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Sheet
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Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
AutoCAD SHX Text
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
AutoCAD SHX Text
A.GLASGOW
AutoCAD SHX Text
H.COLLINS
S4(A)
BLOCK B:GROUND FLOOR
GA LAYOUT
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12" x 24" RC BEAM
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12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x8" COL.
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12"x12" COL.
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1
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2
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1a
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1a
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1
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1
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3
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4
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4
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7
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4
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5
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5
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5
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6
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9
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6
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6
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6
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8
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
AutoCAD SHX Text
9" x 6" RC COL.
AutoCAD SHX Text
GROUND FLOOR GENERAL ARRANGEMENT LAYOUT
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SCALE: "=1'-0"316"=1'-0"
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1
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E
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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D
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C
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B
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A
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12" x 6" RC COL.
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9" x 6" RC COL.
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15" x 6" RC COL.
AutoCAD SHX Text
15" x 6" RC COL.
AutoCAD SHX Text
15" x 6" RC COL.
AutoCAD SHX Text
15" x 6" RC COL.
AutoCAD SHX Text
15" x 6" RC COL.
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
12" x 24" RC BEAM
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12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
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1
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
2
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
10
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
8" RC WALL AS DETAILED ON SHEET #
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
4
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
B
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
8" RC WALL AS DETAILED ON SHEET #
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
OUTLINE OF COLUMN
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8" RC WALL AS DETAILED ON SHEET #
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5
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%%USECTION
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SCALE 1/2" TO 1'-0"
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E
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OUTLINE OF 6" GALV. PIPE
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6" RC SLAB
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6
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%%USECTION
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SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
D
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
7
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
B
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
8" RC WALL AS DETAILED ON SHEET #
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OUTLINE OF COLUMN
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OUTLINE OF COLUMN
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8
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%%USECTION
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SCALE 1/2" TO 1'-0"
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3
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
OUTLINE OF COLUMN
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5" RC SLAB ON SELECTED FILL MATERIAL COMPACTED TO ENGINEER'S SPEC
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8" RC WALL AS DETAILED ON SHEET #
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OUTLINE OF COLUMN
AutoCAD SHX Text
T12 BARS (VERT.), ALL CORES WITH REINFORCEMENT FILLED SOLID.
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STANDARD BLOCKWALL DETAILS
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3T12
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R6-8"
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2T12
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CORNER
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SCALE 1/2"=1'-0"
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STOP END
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TEE JUNCTION
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R6-8"
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R6-8"
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5T12
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INTERSECTION
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%%UTYPICAL 9" x 6" COLUMN
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SCALE 1/2" TO 1'-0"
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4T12-02
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R8-01-10
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%%UTYPICAL 12" x 6" COLUMN
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
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4T12-02
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R8-03-10
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%%UTYPICAL 15" x 6" COLUMN
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SCALE 1/2" TO 1'-0"
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4T12-02
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R8-04-10
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9
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
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D
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OUTLINE OF COLUMN
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OUTLINE OF COLUMN
AutoCAD SHX Text
H.COLLINS
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Scale
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Design By
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Drawn By
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Sheet
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Revision/Issue
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Project Name and Address
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No.
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Date
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General Notes
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Date
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A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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NOV-2016
S5
BLOCK B:FIRST FLOORGA LAYOUT
SIR MC CHESNEYGEORGE SEC.
SCHOOL
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1
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E
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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D
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C
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B
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A
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
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12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
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12"x12" COL.
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12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
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12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
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12" x 24" RC BEAM
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12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x8" COL.
AutoCAD SHX Text
12"x12" COL.
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1
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1
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1
AutoCAD SHX Text
1
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1
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1
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2
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2
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2
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3
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4
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4
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4
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4
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5
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5
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5
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3
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12" x 24" RC BEAM
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6
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
7
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7
AutoCAD SHX Text
7
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7
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1
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
6" GALV. PIPE
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6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
6" GALV. PIPE
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12"x12" COL.
AutoCAD SHX Text
12" x 24" RC BEAM
AutoCAD SHX Text
12" x 6" RC COL.
AutoCAD SHX Text
12" x 6" RC COL.
AutoCAD SHX Text
12" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
22" x 6" RC COL.
AutoCAD SHX Text
FIRST FLOOR GENERAL ARRANGEMENT LAYOUT
AutoCAD SHX Text
SCALE: "=1'-0"316"=1'-0"
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1
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
2
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
3
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
4
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
B
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
2T12-100
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R8-01-10
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2T12-100
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5
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
OUTLINE OF 6" GALV. PIPE
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E
AutoCAD SHX Text
OUTLINE OF 6" GALV. PIPE
AutoCAD SHX Text
6
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
D
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
7
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
D
AutoCAD SHX Text
OUTLINE OF WALL
AutoCAD SHX Text
T12 BARS (VERT.), ALL CORES WITH REINFORCEMENT FILLED SOLID.
AutoCAD SHX Text
STANDARD BLOCKWALL DETAILS
AutoCAD SHX Text
3T12
AutoCAD SHX Text
R6-8"
AutoCAD SHX Text
2T12
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CORNER
AutoCAD SHX Text
SCALE 1/2"=1'-0"
AutoCAD SHX Text
STOP END
AutoCAD SHX Text
TEE JUNCTION
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R6-8"
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R6-8"
AutoCAD SHX Text
5T12
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INTERSECTION
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%%UTYPICAL 12" x 6" COLUMN
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SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
4T12-03
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R8-02-10
AutoCAD SHX Text
%%UTYPICAL 22" x 6" COLUMN
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
6T12-03
AutoCAD SHX Text
R8-03-10
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
H.COLLINS
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Scale
AutoCAD SHX Text
Design By
AutoCAD SHX Text
Drawn By
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
AutoCAD SHX Text
A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
S6
BLOCK B:ROOF GA LAYOUT
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
2
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
3
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
3
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
2
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
4
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
4
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
1
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
1
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
5
AutoCAD SHX Text
S2
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S1
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1
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E
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2
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3
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4
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5
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6
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7
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8
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9
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10
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11
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D
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C
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B
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A
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ROOF GENERAL ARRANGEMENT LAYOUT
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SCALE: "=1'-0"316"=1'-0"
AutoCAD SHX Text
2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
OUTLINE OF COLUMN
AutoCAD SHX Text
2
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
AutoCAD SHX Text
RC BEAM AS DETAILED
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
AutoCAD SHX Text
OUTLINE OF 6" GALV. PIPE
AutoCAD SHX Text
3
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
RC BEAM AS DETAILED
AutoCAD SHX Text
RC BEAM AS DETAILED
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
AutoCAD SHX Text
4
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
RC BEAM AS DETAILED
AutoCAD SHX Text
8
AutoCAD SHX Text
6
AutoCAD SHX Text
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
AutoCAD SHX Text
H.COLLINS
AutoCAD SHX Text
A.GLASGOW
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Design By
AutoCAD SHX Text
Drawn By
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
S7
BLOCK B:GROUND FLOORBEAM DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
BEAM ON GRID LINE 5
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
3T20-01
AutoCAD SHX Text
3T16-02
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
03
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
3T20-01
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
01
AutoCAD SHX Text
3T20-04
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1
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
BEAMS ON GRID LINE 7 & 9 Similar
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
BEAM ON GRID LINE D
AutoCAD SHX Text
08/09
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
BEAM ON GRID LINE 4
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
3T16-02
AutoCAD SHX Text
07
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
3T20-01
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
06
AutoCAD SHX Text
3T20-04
AutoCAD SHX Text
1
AutoCAD SHX Text
3T20-06
AutoCAD SHX Text
3T20-07
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
BEAMS ON GRID LINE 6, 8 & 10 Similar
AutoCAD SHX Text
10
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
BEAM ON GRID LINE D CONT'D
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
05
AutoCAD SHX Text
02
AutoCAD SHX Text
04
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
02
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
05
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
05
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
BEAM ON GRID LINE B
AutoCAD SHX Text
08/09
AutoCAD SHX Text
3
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
10
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
BEAM ON GRID LINE B CONT'D
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-08 & 1T12-09
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Design By
AutoCAD SHX Text
Drawn By
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
AutoCAD SHX Text
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
AutoCAD SHX Text
A.GLASGOW
AutoCAD SHX Text
H.COLLINS
AutoCAD SHX Text
NOV-2016
S8
BLOCK B:FIRST FLOOR
BEAM DETAILS (Sheet 1)
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
BEAM ON GRID LINE D
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
2T20-15 & 1T12-16
AutoCAD SHX Text
2T20-15 & 1T12-16
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
12/13
AutoCAD SHX Text
4
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
3
AutoCAD SHX Text
2T20-17 & 1T12-18
AutoCAD SHX Text
17/18
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-17 & 1T12-18
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
17/18
AutoCAD SHX Text
2
AutoCAD SHX Text
15/16
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15/16
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2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
1
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12/13
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5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
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9
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12/13
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2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T25-08 & 1T20-09
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2
AutoCAD SHX Text
BEAM ON GRID LINE D CONT'D
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
05
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
15
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
16
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
05
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
3
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
05
AutoCAD SHX Text
08
AutoCAD SHX Text
12
AutoCAD SHX Text
08
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
09
AutoCAD SHX Text
4
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
05
AutoCAD SHX Text
08
AutoCAD SHX Text
14
AutoCAD SHX Text
08
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
14
AutoCAD SHX Text
09
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
05
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
5
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
05
AutoCAD SHX Text
08
AutoCAD SHX Text
14
AutoCAD SHX Text
08
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
14
AutoCAD SHX Text
09
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
BEAM ON GRID LINE B
AutoCAD SHX Text
6
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
3
AutoCAD SHX Text
2T25-08 & 1T20-09
AutoCAD SHX Text
2T20-14
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
10/11
AutoCAD SHX Text
08/09
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
14
AutoCAD SHX Text
12/13
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2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
10
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
BEAM ON GRID LINE B CONT'D
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12/13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T25-08 & 1T20-09
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
6
AutoCAD SHX Text
08/09
AutoCAD SHX Text
14
AutoCAD SHX Text
2T20-14
AutoCAD SHX Text
10/11
AutoCAD SHX Text
11
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
5
AutoCAD SHX Text
7
AutoCAD SHX Text
12/13
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
BEAM ON GRID LINE D CONT'D
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
10/11
AutoCAD SHX Text
2T25-08 & 1T20-09
AutoCAD SHX Text
08/09
AutoCAD SHX Text
14
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-12 & 1T12-13
AutoCAD SHX Text
10/11
AutoCAD SHX Text
12/13
AutoCAD SHX Text
2T20-10 & 1T12-11
AutoCAD SHX Text
2T20-14
AutoCAD SHX Text
10/11
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
11
AutoCAD SHX Text
7
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
05
AutoCAD SHX Text
08
AutoCAD SHX Text
12
AutoCAD SHX Text
08
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
09
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Design By
AutoCAD SHX Text
Drawn By
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
AutoCAD SHX Text
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
AutoCAD SHX Text
A.GLASGOW
AutoCAD SHX Text
H.COLLINS
AutoCAD SHX Text
NOV-2016
S9
BLOCK B:FIRST FLOOR
BEAM DETAILS (Sheet 2)
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
BEAM ON GRID LINE 4
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
3T16-02
AutoCAD SHX Text
07
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
3T20-01
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
06
AutoCAD SHX Text
3T20-04
AutoCAD SHX Text
1
AutoCAD SHX Text
3T20-06
AutoCAD SHX Text
3T20-07
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
BEAMS ON GRID LINE 5 to 9 Similar
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
BEAM ON GRID LINE 3
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
3T16-02
AutoCAD SHX Text
07
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
3T20-08
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
06
AutoCAD SHX Text
3T20-04
AutoCAD SHX Text
1
AutoCAD SHX Text
3T20-06
AutoCAD SHX Text
3T20-07
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
08
AutoCAD SHX Text
BEAM ON GRID LINE 10
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
3T20-10
AutoCAD SHX Text
07
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
3T20-08
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
10
AutoCAD SHX Text
3T20-04
AutoCAD SHX Text
1
AutoCAD SHX Text
3T20-09
AutoCAD SHX Text
3T20-07
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
08
AutoCAD SHX Text
09
AutoCAD SHX Text
3T16-02
AutoCAD SHX Text
BEAM ON GRID LINE 11
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
3T20-10
AutoCAD SHX Text
07
AutoCAD SHX Text
3T20-03
AutoCAD SHX Text
3T20-08
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
10
AutoCAD SHX Text
3T20-04
AutoCAD SHX Text
2
AutoCAD SHX Text
3T20-09
AutoCAD SHX Text
3T20-07
AutoCAD SHX Text
2T12-100 Min. LAP 2'-0"
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
08
AutoCAD SHX Text
09
AutoCAD SHX Text
3T16-02
AutoCAD SHX Text
05
AutoCAD SHX Text
02
AutoCAD SHX Text
04
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
02
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
05
AutoCAD SHX Text
02
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
04
AutoCAD SHX Text
04
AutoCAD SHX Text
02
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Design By
AutoCAD SHX Text
Drawn By
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
AutoCAD SHX Text
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
AutoCAD SHX Text
A.GLASGOW
AutoCAD SHX Text
H.COLLINS
AutoCAD SHX Text
NOV-2016
S1
BLOCK C -FOUNDATION LAYOUT
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text
SCALE: "=1'-0"316"=1'-0"
AutoCAD SHX Text
BASE TYPE 1
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
7
AutoCAD SHX Text
24" X 12" TIE BEAM
AutoCAD SHX Text
24" X 12" TIE BEAM
AutoCAD SHX Text
24" X 12" TIE BEAM
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 3
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 3
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 4
AutoCAD SHX Text
30" x 12" THK. STRIP FOOTING
AutoCAD SHX Text
BASE TYPE 4
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 5
AutoCAD SHX Text
BASE TYPE 6
AutoCAD SHX Text
BASE TYPE 6
AutoCAD SHX Text
BASE TYPE 5
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 2
AutoCAD SHX Text
BASE TYPE 7
AutoCAD SHX Text
BASE TYPE 8
AutoCAD SHX Text
BASE TYPE 9
AutoCAD SHX Text
BASE TYPE 8
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
F
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
30" x 12" THK. STRIP FOOTING
AutoCAD SHX Text
30" x 12" THK. STRIP FOOTING
AutoCAD SHX Text
30" x 12" THK. STRIP FOOTING
AutoCAD SHX Text
30" x 12" THK. STRIP FOOTING
AutoCAD SHX Text
H.COLLINS
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Design By
AutoCAD SHX Text
Drawn By
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision/Issue
AutoCAD SHX Text
Project Name and Address
AutoCAD SHX Text
No.
AutoCAD SHX Text
Date
AutoCAD SHX Text
General Notes
AutoCAD SHX Text
Date
AutoCAD SHX Text
A.GLASGOW
AutoCAD SHX Text
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
S2
BLOCK C -FOUNDATION
DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
AutoCAD SHX Text
WELL COMPACTED FILL MATERIAL
AutoCAD SHX Text
5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
4T12-100 R10-02-12
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
AutoCAD SHX Text
3T12-100 T12-01-12
AutoCAD SHX Text
1
AutoCAD SHX Text
S1
AutoCAD SHX Text
S2
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%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
GRD FL
AutoCAD SHX Text
DPM
AutoCAD SHX Text
3T12-100 T12-01-12
AutoCAD SHX Text
COMPACTED FILL TO SPEC.
AutoCAD SHX Text
4T12-100 T10-04-10
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
WELL COMPACTED FILL
AutoCAD SHX Text
5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
5T12-100 R10-03-12
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
AutoCAD SHX Text
4T12-100 T12-01-12
AutoCAD SHX Text
2
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S1
AutoCAD SHX Text
S2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
GRD FL
AutoCAD SHX Text
DPM
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID OMIT WALL WHERE DOOR OPENING OCCURS
AutoCAD SHX Text
5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
DPM
AutoCAD SHX Text
3
AutoCAD SHX Text
S1
AutoCAD SHX Text
S2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
WELL COMPACTED FILL MATERIAL
AutoCAD SHX Text
5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
4T12-100 R10-02-12
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
AutoCAD SHX Text
3T12-100 T12-05-12
AutoCAD SHX Text
4
AutoCAD SHX Text
S1
AutoCAD SHX Text
S2
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
SCALE 1/2" TO 1'-0"
AutoCAD SHX Text
GRD FL
AutoCAD SHX Text
DPM
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
WELL COMPACTED FILL MATERIAL
AutoCAD SHX Text
5" THK SLAB WITH A252 MESH (T)
AutoCAD SHX Text
4T12-100 R10-02-12
AutoCAD SHX Text
8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
AutoCAD SHX Text
3T12-100 T12-05-12
AutoCAD SHX Text
5
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S1
AutoCAD SHX Text
S2
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%%USECTION
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SCALE 1/2" TO 1'-0"
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RAMP
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DPM
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ROCK
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COMPACTED FILL TO SPEC.
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6
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S1
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S2
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%%USECTION
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SCALE 1/2" TO 1'-0"
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COMPACTED FILL TO SPEC.
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8" c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID
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WELL COMPACTED FILL MATERIAL
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5" THK SLAB WITH A252 MESH (T)
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4T12-100 R10-02-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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3T12-100 T12-01-12
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7
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S1
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S2
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%%USECTION
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GRD FL
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DPM
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ROCK
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%%UPLAN OF BASE TYPE 1
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SCALE 1/2" TO 1'-0"
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BASE TYPE 7 SIMILAR
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%%UELEVATION OF BASE TYPE 1
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SCALE 1/2" TO 1'-0"
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GRD FL
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08
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07
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06
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06
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06
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06
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06
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06
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06
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06
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09
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09
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09
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09
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09
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09
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09
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ROCK
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Min. 2" CONC. BLINDING
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(2# REQUIRED)
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6T16-09-7
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6T16-09-7
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%%UPLAN OF BASE TYPE 2
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SCALE 1/2" TO 1'-0"
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BASE TYPE 3, 4, 5 & 6 SIMILAR
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%%UELEVATION OF BASE TYPE 2
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SCALE 1/2" TO 1'-0"
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GRD FL
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08
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07
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06
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06
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06
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06
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06
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06
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06
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06
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09
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09
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09
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09
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09
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09
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09
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ROCK
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Min. 2" CONC. BLINDING
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(16# REQUIRED)
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6T16-09-7
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6T16-09-7
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%%UPLAN OF BASE TYPE 8
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SCALE 1/2" TO 1'-0"
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BASE TYPE 9 SIMILAR
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%%UELEVATION OF BASE TYPE 8
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SCALE 1/2" TO 1'-0"
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YARD
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09
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09
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09
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09
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09
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09
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09
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ROCK
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Min. 2" CONC. BLINDING
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(3# REQUIRED)
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6T16-09-7
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6T16-09-7
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10
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11
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11
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11
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11
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11
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11
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11
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11
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R10-09 HELICAL BINDING WITH 5" PITCH
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Scale
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Drawn By
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Sheet
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Revision/Issue
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Project Name and Address
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No.
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Date
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General Notes
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Date
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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A.GLASGOW
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H.COLLINS
S3
BLOCK C -GROUIND FLOOR PLAN &
DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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2
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2
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1
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GROUND FLOOR PLAN
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SCALE: "=1'-0"316"=1'-0"
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7
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1
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1
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1
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1
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4
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2
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2
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2
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2
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2
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2
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3
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2
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4
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4
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5
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4
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6
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3
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4
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5
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6
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7
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8
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9
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10
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F
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C
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B
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A
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2
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1
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9
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9
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12"x12" COL.
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6" GALV. PIPE
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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12"x12" COL.
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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6" GALV. PIPE
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15"x6" COL.
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15"x6" COL.
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15"x6" COL.
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21 3/4"x6" COL.
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15"x6" COL.
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RAMP
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5" RC SLAB ON COMPACTED FILL WITH A252 MESH IN TOP
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5" RC SLAB ON COMPACTED FILL WITH A252 MESH IN TOP
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5" RC SLAB ON COMPACTED FILL WITH A252 MESH IN TOP
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GROUND FL. LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON GRID LINE F
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9 NO. THUS
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8T12-01
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1
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GROUND FL. LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON GRID LINE C
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9 NO. THUS
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8T12-01
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1
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YARD LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON GRID LINE A4 & A6
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2 NO. THUS
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7T12-06
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2
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R10-04 HELICAL BINDING WITH 5" PITCH
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04
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SECTION 2-2
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06
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06
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06
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06
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06
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06
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06
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05
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1T12-05
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YARD LEVEL
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ROOF LEVEL
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SCALE: " TO 1'-0"12" TO 1'-0"
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COLUMNS ON GRID LINE A5
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1 NO. THUS
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5T12-06
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3
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R10-04 HELICAL BINDING WITH 5" PITCH
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3T12-05
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02
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01
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01
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01
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01
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SECTION 1-1
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01
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01
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01
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01
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03
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04
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SECTION 3-3
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06
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06
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06
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06
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06
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05
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05
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05
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%%UTYPICAL 15" x 6" COLUMN
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SCALE 1/2" TO 1'-0"
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4T12-08
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R8-07-10
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%%UTYPICAL 21 3/4" x 6" COLUMN
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SCALE 1/2" TO 1'-0"
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6T12-08
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R8-09-10
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OUTLINE OF COLUMN
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H.COLLINS
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Scale
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Design By
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Drawn By
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Sheet
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Revision/Issue
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Project Name and Address
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No.
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Date
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General Notes
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Date
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A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
S4
BLOCK C:ROOF LAYOUT & DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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2
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1
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1
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5
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4
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4
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3
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3
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5
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ROOF GENERAL ARRANGEMENT LAYOUT
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SCALE: "=1'-0"316"=1'-0"
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3
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4
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5
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6
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7
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8
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9
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10
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F
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C
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B
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A
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2
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1
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9
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9
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6
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7
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7
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2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
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OUTLINE OF COLUMN
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OUTLINE OF COLUMN
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1
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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RC BEAM AS DETAILED
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1
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%%USECTION
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SCALE 1/2" TO 1'-0"
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2
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%%USECTION
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SCALE 1/2" TO 1'-0"
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2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
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OUTLINE OF 6" GALV. PIPE
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3
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%%USECTION
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SCALE 1/2" TO 1'-0"
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RC BEAM AS DETAILED
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RC BEAM AS DETAILED
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B
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F
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2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
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4
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%%USECTION
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SCALE 1/2" TO 1'-0"
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RC BEAM AS DETAILED
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6
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4
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10
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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RC BEAM AS DETAILED
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5
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%%USECTION
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SCALE 1/2" TO 1'-0"
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OUTLINE OF 6" GALV. PIPE
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6
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%%USECTION
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SCALE 1/2" TO 1'-0"
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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OUTLINE OF COLUMN
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID.
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RC BEAM AS DETAILED
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7
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%%USECTION
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SCALE 1/2" TO 1'-0"
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7
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4
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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H.COLLINS
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A.GLASGOW
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Scale
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Design By
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Drawn By
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Sheet
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Revision/Issue
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Project Name and Address
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No.
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Date
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General Notes
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Date
S1
BLOCK E:PLANS & DETAILS
SIR MC CHESNEYGEORGE
SECONDARY SCHOOL
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1
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GROUND FLOOR/FOUNDATION LAYOUT
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SCALE: "=1'-0"316"=1'-0"
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2
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1
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B
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A
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2
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1
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B
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A
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ROOF LAYOUT
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SCALE: "=1'-0"316"=1'-0"
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2
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WELL COMPACTED FILL MATERIAL
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5" THK SLAB WITH A252 MESH (T)
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GRD FL
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DPM
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1
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%%USECTION
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SCALE 1/2" TO 1'-0"
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3T12-100 T12-01-12
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8" BLOCKWALL REINF. WITH T12 BARS AT 16" c/c,COURSES FILLED SOLID.
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4T12-100 R10-02-12
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6" BLOCKWALL REINF. WITH T12 BARS AT 2'-8"c/c, & BRICKFORCE EVERY THREE COURSES, VOIDS WITH BAR FILLED SOLID. OMIT WALL AT DOOR OPENING
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2x6 RAFTERS SECURELY FIXED WITH S/S TRUSS ANCHOR CAST INTO BEAM & SCREWED TO RAFTER WITH S/S SCREWS.
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2
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%%USECTION
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SCALE 1/2" TO 1'-0"
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WINDOW OR DOOR OPENING
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6T12-100 R8-03-12
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H.COLLINS
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Scale
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Design By
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Drawn By
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Sheet
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Revision/Issue
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Project Name and Address
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No.
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Date
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General Notes
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Date
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A.GLASGOW
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1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS. PLEASE IMMEDIATELY REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES TO RELEVANT PARTIES. 3. BE CAREFUL WHEN SCALING DRAWINGS. DRAWINGS MAY NOT BE TO SCALE OR MAY BE PLOTTED TO A REDUCED SIZE. 4. CONCRETE MIX TO GIVE CUBE STRENGTH OF 25 N/mm (3750psi) AT 28 DAYS. 5. REINFORCING STEEL TO CONFORM WITH PROVISIONS OF BS8666 AND MESH FABRIC WITH BS4483. 6. CONCRETE COVER TO REBAR: COLUMNS AND BEAMS 1 1/2" SLABS 1 1/2" FOUNDATIONS 2" 7. ALL FLOOR AND YARD LEVELS TO ARCHITECT'S DETAILS. 8. LAPS TO REBAR IN FOOTINGS, UNLESS SPECIFIED OTHERWISE: T10-1'-6" T12-2'-0" T16-2'-6" T20-3'-0" T25-3'-8" T32-4'-7"
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NOV-2016
