NOTES : 1. ALL COLUMN TIES PER SET SHOULD BE SPACED, 3 @ 0.05 M, 5 @ 0.10 M, ALL COLUMN TIES PER SET SHOULD BE SPACED, 3 @ 0.05 M, 5 @ 0.10 M, 7 @ 0.15M & REST AT 0.20 M.O.C ( UNLESS SPECIFIED OTHERWISE ) 2. NO PIPES SHALL BE EMBEDED INSIDE ANY COLUMN. NO PIPES SHALL BE EMBEDED INSIDE ANY COLUMN. 3. ALL PLANTED COLUMNS MUST BE SUPPORTED BY BEAMS OR GIRDERS.ALL PLANTED COLUMNS MUST BE SUPPORTED BY BEAMS OR GIRDERS.
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SIZE: 400 X 400 400 X 400 VERT BARS : 12 - 20mm 12 - 20mm TIES : 10mm BAR - 2 SETS10mm BAR - 2 SETS
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FOUNDATION TO ROOF DECK / ROOF BEAM
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ROOF DECK TO UPPER DECK
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NOTES : 1. NO FOOTING SHOULD REST ON BACKFILLED MATERIALS. NO FOOTING SHOULD REST ON BACKFILLED MATERIALS. 2. IN CASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING CAN'T BE ASCERTAINED, THE IN CASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING CAN'T BE ASCERTAINED, THE CONTRACTOR MUST CONSULT A SOIL EXPERT OR A GEOTHECNICAL ENGINEER AND EXPLORE THE SURFACE CONDITION.SOIL BEARING PRESSURE OF THE AREA IS ASSUMED TO BE 119.70 kPa (2 500 PSF.) 3. FOUNDING LEVEL OF FOOTING LOCATED AT THE CISTERN AREA MAY BE ADJUSTED TO ACCOMODATE FOUNDING LEVEL OF FOOTING LOCATED AT THE CISTERN AREA MAY BE ADJUSTED TO ACCOMODATE THE DEPTH REQUIREMENT OF THE CISTERN.
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SIZE: 300 X 300 300 X 300 VERT BARS : 8 - 20mm 8 - 20mm TIES : 10mm BAR - 2 SETS10mm BAR - 2 SETS
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SIZE: 250 X 250 250 X 250 VERT BARS : 4 - 20mm 4 - 20mm TIES : 10mm BAR - 1 SET10mm BAR - 1 SET
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BFP_TYP. FIRE STN.
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NOTES : 1. IN TWO- WAYS SLABS, THE BARS ALONG THE SHORT SPAN BE AT THE LOWER LAYER FOR BOTTOM BARS, AND AT THE UPPER LAYER FOR TOP BARS SO THAT IN TWO- WAYS SLABS, THE BARS ALONG THE SHORT SPAN BE AT THE LOWER LAYER FOR BOTTOM BARS, AND AT THE UPPER LAYER FOR TOP BARS SO THAT THE BARS ALONG THE SHORTER SPAN SHALL HAVE THE BIGGER EFFECTIVE DEPTH, UNLESS OTHERWISE DETAILED OR NOTED DUE TO THE CONTINUITY OF BARS FROM ADJOINING SPAN. 2. IF THE TOP BARS REINFORCEMENT OVER A COMMON SUPPORT OF TWO ADJACENT SPAN ARE DIFFERENT, THE SMALLER SPACING SHALL BE FOLLOWED OR IF THE TOP BARS REINFORCEMENT OVER A COMMON SUPPORT OF TWO ADJACENT SPAN ARE DIFFERENT, THE SMALLER SPACING SHALL BE FOLLOWED OR ADAPTED ON BOTH SLAB PANELS AT THE COMMON SUPPORT. 3. BARS SHALL BE SPLICED ONLY WHERE INDICATED ON DETAILS OR AS APPROVED BY THE STRUCTURAL ENGINEER. STRAIGHT CONTINUOUS BARS IN SLAB MAY BE BARS SHALL BE SPLICED ONLY WHERE INDICATED ON DETAILS OR AS APPROVED BY THE STRUCTURAL ENGINEER. STRAIGHT CONTINUOUS BARS IN SLAB MAY BE SPLICED ( LAPPED OR WELDED ) AT SUPPORT FOR BOTTOM BARS AND AT MID SPAN FOR TOP BARS.
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BFP_TYP. FIRE STN.
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A : 10mm%%C BARS - 3 PCS SPCD AT 0.05, 4 PCS SPCD AT 0.10, 6 PCS SPCD AT 0.15, AND REST SPCD AT 0.20 M O.C. UP TO MID-SPAN
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B : 10mm%%C BARS - 2 PCS SPCD AT 0.05, 3 PCS SPCD AT 0.10, 5 PCS SPCD AT 0.15, AND REST SPCD AT 0.20 M O.C. UP TO MID-SPAN