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Labor Quantity Direct / Basic Cost (Yi) unit cost Qi Materials Equipment Wage rate (Php/m2) (Php/kg) (Php/m) Description Labor input (m?) (kg) (m³) unit cost unit cost unit cost (Php) 10Php / 50Php / Formworks 50Php / bt 0.5hr / m? m2 m2 30Php / kg 100Php / bt 20Php / Foundation Rebars 20Php / kg 0.5hr / kg 30Php / Concrete 100Php / br 0.5hr / m m3 m3

Labor Quantity Direct / Basic Cost (Yi) unit cost Qi Materials Equipment Wage rate (Php/m2) (Php/kg) (Php/m) Description Labor input (m?) (kg) (m³) unit cost unit cost unit cost (Php) 10Php / 50Php / Formworks 50Php / bt 0.5hr / m? m2 m2 30Php / kg 100Php / bt 20Php / Foundation Rebars 20Php / kg 0.5hr / kg 30Php / Concrete 100Php / br 0.5hr / m m3 m3

Residential Construction Academy: House Wiring (MindTap Course List)
Residential Construction Academy: House Wiring (MindTap Course List)
5th Edition
ISBN:9781337402415
Author:Gregory W Fletcher
Publisher:Gregory W Fletcher
Chapter6: Determining Branch Circuit, Feeder Circuit, And Service Entrance
Section: Chapter Questions
Problem 11RQ: Name the ampacity for the following copper conductors according to Table 310.15(B) (16): (Objective...
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C1F1 = 13 set

COLUMN L/2 L/2 1H S-3S-3 |BAR D* (LONGITUDINAL TOP BARS) 12mm THK PEJ FILLER 1w/ SEALANT (TYP) COLUMN JBAR C (TRANSVERSE TOP BARS) 100mm THK SLAB ON GRADE 150mm THK GRAVEL BASE FGL BAR C BAR "D BAR B" (LONGITUDINAL Твоттом ВARS) BAR "B". BAR "A" 150mm THK 1GRAVEL BASE JBAR "A" (TRANSVERSE 1BOTTOM BARS) 1H SECTION NOTE: 1.0 FOOTING TIE BEAMS NOT SHOWN. 2.0 REFER TO FOUNDATION PLAN FOR THE LOCATION OF COLUMN AND FOOTING ORIENTATION. S-3 S-3 SCALE 1:75 1G F1 DETAIL 5-3 S-3 SCALE 1:75 SCHEDULE OF FOOTINGS DIMENSIONS (mm) REINFORCEMENT (mm) FOOTING DESIG. REMARKS L LENGTH THICKNESS BAR "A BAR "B" BAR "C" BAR D" WIDTH F1 1000 1000 300 7-416mm 7-016mm ISOLATED 200 300 010 STIRRUPS, REST @ 150mm 0.C. |010 TIES, REST O 120mm 5-016 1BARS 18-016 VERT. BARS 1B C1 DETAIL 1C RB01/RB02 DETAIL S-4 SCALE S-4 S-4 1:15 SCALE 1:15 z/M z/M
Transcribed Image Text:COLUMN L/2 L/2 1H S-3S-3 |BAR D* (LONGITUDINAL TOP BARS) 12mm THK PEJ FILLER 1w/ SEALANT (TYP) COLUMN JBAR C (TRANSVERSE TOP BARS) 100mm THK SLAB ON GRADE 150mm THK GRAVEL BASE FGL BAR C BAR "D BAR B" (LONGITUDINAL Твоттом ВARS) BAR "B". BAR "A" 150mm THK 1GRAVEL BASE JBAR "A" (TRANSVERSE 1BOTTOM BARS) 1H SECTION NOTE: 1.0 FOOTING TIE BEAMS NOT SHOWN. 2.0 REFER TO FOUNDATION PLAN FOR THE LOCATION OF COLUMN AND FOOTING ORIENTATION. S-3 S-3 SCALE 1:75 1G F1 DETAIL 5-3 S-3 SCALE 1:75 SCHEDULE OF FOOTINGS DIMENSIONS (mm) REINFORCEMENT (mm) FOOTING DESIG. REMARKS L LENGTH THICKNESS BAR "A BAR "B" BAR "C" BAR D" WIDTH F1 1000 1000 300 7-416mm 7-016mm ISOLATED 200 300 010 STIRRUPS, REST @ 150mm 0.C. |010 TIES, REST O 120mm 5-016 1BARS 18-016 VERT. BARS 1B C1 DETAIL 1C RB01/RB02 DETAIL S-4 SCALE S-4 S-4 1:15 SCALE 1:15 z/M z/M
Labor Quantity Direct / Basic Cost (Yi) (Php) unit cost Qi Materials Equipment Wage rate (Php/m2) (Php/kg) (Php/m) Description Labor input (m?) (kg) (m') unit cost unit cost unit cost 10Php / 50Php / Formworks 50Php / be 0.5hr / m? m2 m2 30Php / kg 100Php / bt 20Php / Foundation Rebars 20Php / kg 0.5hr / kg 30Php / Concrete 100Php / br 0.5hr / m m3 m3
Transcribed Image Text:Labor Quantity Direct / Basic Cost (Yi) (Php) unit cost Qi Materials Equipment Wage rate (Php/m2) (Php/kg) (Php/m) Description Labor input (m?) (kg) (m') unit cost unit cost unit cost 10Php / 50Php / Formworks 50Php / be 0.5hr / m? m2 m2 30Php / kg 100Php / bt 20Php / Foundation Rebars 20Php / kg 0.5hr / kg 30Php / Concrete 100Php / br 0.5hr / m m3 m3
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