Substation 33/11kV. General Notes. Drawn by: Hewa Qader Mustafa. Soran Rostam Aziz. C-For footings = 75 mm. B-For beams & columns = 40 mm.

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1 General Notes Unless otherwise noted, All the dimensions are given in meter. Do not scale from these drawings. These drawings are proposed drawings. All structural drawings should be read in conjunction with the specifications,architectural, mechanical, plumbing, and electrical drawings. Concrete Code : ACI Code Reinforcement details should be according to ACI Detailing Manual Concrete compressive strength for cubes of (15cm x 15cm x 15cm ),at age of (28 days), should not be less than30 (Mpa) for columns and foundations and 25(Mpa) for beams, slabs,...etc. Yield strength of reinforcment bars should not be less than (413 MPa),(Grade 60 ). Minimum concrete cover for the reinforcement should be : A-For slabs & walls = 20 mm. B-For beams & columns = 40 mm. C-For footings = 75 mm. D-For footing on lean concrete 50= mm. Substation 33/11kV Drawn by: Soran Rostam Aziz Hewa Qader Mustafa Date: April 6, 2017 Sheet No. 0 Sheet Title: List of Drawings Scale: NTS

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31 W1 W2 W3 D1 D sandstonecasing sandstone casing marblecasing finish floorlevel Marble casing for all doors & sandstone casing windows 2.00 General Notes All structural drawings should be read in conjunction with the specifications,architectural, mechanical, plumbing, and electrical drawings. Concrete Code : ACI Code Reinforcement details should be according to ACI Detailing Manual Concrete compressive strength for cubes of (15cm x 15cm x 15cm ),at age of (28 days), should not be less than30 (Mpa) for columns and foundations and 25(Mpa) for beams, slabs,...etc. Yield strength of reinforcment bars should not be less than (413 MPa),(Grade 60 ). Minimum concrete cover for the reinforcement should be : A-For slabs & walls = 20 mm. B-For beams & columns = 40 mm. C-For footings = 75 mm. D-For footing on lean concrete 50= mm. Unless otherwise noted, All the dimensions are given in meter. Do not scale from these drawings. These drawings are proposed drawings. Substation 33/11kV Drawn by: Soran Rostam Aziz Hewa Qader Mustafa Sheet Title: Door and Window Details Scale: NTS Date: April 6, 2017 Sheet No. GH7

32 decorative square steel bar c/c steel hot rolled decore See Detail-A See Detail-A BURGLAR BAR (STEEL) See Detail-A Screw Screw Bed (Plastic expansion anchor) Typical Drawings for Renovation Detail-A Drawn by: Soran Rostam Aziz Sheet Title: Burglar Bar Details Scale: NTS Date: DWG No.

33 L Ventilation Pipe 3" Dia. Galvanized pipe A 0.4m 0.4m A PVC pipe 6'' PVC pipe 6'' 0.2m 4No.12mm Dia. 1m l. Manhole 0.6X0.6 m 0.4m Reinforcement 12mm 40 c/c Reinforcement 12mm 40 c/c B 0.4m Septic Tank Floor 1.5m highest from the building 0.6m Manhole cover60x60 cm R.C with BRC Using Angle Iron 2.5"X2.5" for Both Base and Cover R.C Wall Reinforced concrete (1:2:4) 12mm 30 cm c/c in both direction 0.2m 0.6m Air Space 0.6m 0.15m PVC pipe 6'' PVC pipe 4'' PVC pipe 4'' 4" PVC Pipe L=40cm 2.0m Cement plastering both Faces (2cm thick.) Cement plastering both Faces (2cm thick.) Concrete Block 40cm thick 0.3m 0.4m Ord. Concrete (1:2:4) 0.2m concrete 1:2:4 0.25m 0.8m Section A-A Crushed stone Typical Drawings for Renovation Drawn by: Soran Rostam Aziz *Ventilation pipe G.S 3'' diameter is 1.5 m higher the high of the building Standard Detail Sheet Title: Sandwich panel Roof Detail Scale: NTS Date: DWG No.

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44 Bedroom Kitchen 3.80 Guard House Plan bathroom w.c General Notes All structural drawings should be read in conjunction with the specifications,architectural, mechanical, plumbing, and electrical drawings. Concrete Code : ACI Code Reinforcement details should be according to ACI Detailing Manual Concrete compressive strength for cubes of (15cm x 15cm x 15cm ),at age of (28 days), should not be less than30 (Mpa) for columns and foundations and 25(Mpa) for beams, slabs,...etc. Yield strength of reinforcment bars should not be less than (413 MPa),(Grade 60 ). Minimum concrete cover for the reinforcement should be : A-For slabs & walls = 20 mm. B-For beams & columns = 40 mm. C-For footings = 75 mm. D-For footing on lean concrete 50= mm. Unless otherwise noted, All the dimensions are given in meter. Do not scale from these drawings. These drawings are proposed drawings. Substation 33/11kV Drawn by: Soran Rostam Aziz Hewa Qader Mustafa Sheet Title: Guard House Plan Scale: NTS Date: April 6, 2017 Sheet No. GH1

45 3.00 Mat Foundation Stirrups c/c 10Ø16mm(Top, Bottom and Sides) 1.5 Solid Concrete Block 20cm width 0.80 Finish Floor Level 6Ø12mm 0.20 Stirrups c/c Solid Concrete Block 40cm width Section through the Window 3.00 Mat Foundation Stirrups c/c Ø16mm(Top and Bottom) 2.60 Solid Concrete Block 20cm width Finish Floor Level 6Ø12mm 0.20 Stirrups c/c Solid Concrete Block 40cm width Section of the Wall General Notes All structural drawings should be read in conjunction with the specifications,architectural, mechanical, plumbing, and electrical drawings. Concrete Code : ACI Code Reinforcement details should be according to ACI Detailing Manual Concrete compressive strength for cubes of (15cm x 15cm x 15cm ),at age of (28 days), should not be less than30 (Mpa) for columns and foundations and 25(Mpa) for beams, slabs,...etc. Yield strength of reinforcment bars should not be less than (413 MPa),(Grade 60 ). Minimum concrete cover for the reinforcement should be : A-For slabs & walls = 20 mm. B-For beams & columns = 40 mm. C-For footings = 75 mm. D-For footing on lean concrete 50= mm. Unless otherwise noted, All the dimensions are given in meter. Do not scale from these drawings. These drawings are proposed drawings. Substation 33/11kV Drawn by: Soran Rostam Aziz Hewa Qader Mustafa Sheet Title: Guard House-Wall Section Scale: NTS Date: April 6, 2017 Sheet No. GH3