Cyclone 600 Roof Ventilator Installation DWG Detail for AutoCAD

Cyclone 600 Roof Ventilator Installation DWG Detail for AutoCAD

This looks at fixation details of a cyclone roof ventilator to the roof

Drawing labels, details, and other text information extracted from the CAD file:

dwg no., job no., drawn by:, designed by:, date:, scales:, ipl, by:, infrastructure projects ltd, p.o.box tel: kampala, project:, title:, architect:, xxxx, kampala, concrete, works cube, for bar bending schedule see sheet nos., concrete specifications., the achitect’s steel and, this drawing must be read in conjuction with, general notes:, days, grade, cover, days, strength, member, client:, kampala, charles, as shown, foundation slab details staircase., plot martyr’s cresent’ ntinda, proposed ware house to be built on, p.o. box, symbion international, kampala, stair, uganda health marketing group, kampala, p. o. box, slab, charles, as shown, roof details, plot martyr’s cresent’ ntinda, proposed ware house to be built on, p.o. box, symbion international, kampala, uganda health marketing group, kampala, p. o. box, below existing ground level and all, foundations shall generally be taken down, excavations must be confirmed by the, engineer before concrete blinding is laid., mass concrete to have minimum works, back fill material to be approved marram, and compacted in max layers, maximum aggrigate size., reinforced concrete to have minimum, works cube strenght of at, days wth maximum aggrigate size., high yield designated on these drws., requirements of bs, mild steel to be round bars to bs, mesh reinforcements to comply with the, to be square twisted cold formed bars to, minmum cover to all steel in:, stub columns, cube strength of at days with, all dimensions are in metric millimeters., ground, beams, columns, slabs, reinforcements., concrete mixes:, general notes., all steel work is to be designed in, the zed purlins to be from pre hot, bs unless otherwise specified., all structural steel to be grade to, dipped galvanised mild steel to bs, with type coating giving yield, stress of, all bolts to be grade to bs, and and bs, all connections shall be designed and, detailed by the fablicator and submitted, stell fablicator to prepare shop, unless otherwise specified., to the engineer for approval., drawings for engineer’s approval., purlins., connections., with bs and bs as appropriate, accordance with b.s part, all fillet welds shall be minimum, welding shall be metal arc process, british standard for use of steel, on sides by welders, work in buldings, bolts., all enginer’s drawings shall be read in, conjuction with the architects drawings, and any discrepancy should be reported, to both the engineer and the achitect., steel works., general notes, print this page, foundation layout, scales:, client:, title:, project:, architects:, date:, designed:, drawn:, checked by:, approved by: mf, sheet no:, job no:, general notes: this drawing must be read in conjuction with the architect’s steel and concrete specification.for bar bending schedule see sheet no.s ………., as shown, dwg no:, foundations shall generally be taken down below existing ground level and all excavations must be confirmed by the engineer before concrete blinding is laid. back fill material to be approved marram and compacted in max layers concrete mixes: mass concrete to have minimum works cube strength of at days with maximum aggregate

Raw text data extracted from CAD file:

DWG No. JOB NO. DRAWN BY: DESIGNED BY: DATE: SCALES: IPL CHCKD/APPR BY: INFRASTRUCTURE PROJECTS LTD P.O.BOX 33224 TEL: 341960 KAMPALA PROJECT: TITLE: ARCHITECT: xxxx KAMPALA CONCRETE CONCRETE Works Cube For bar bending schedule see sheet nos. concrete Specifications. the Achitect's drawing,Reinforcement Steel and This drawing must be read in conjuction with General Notes: 25 28 days 25 25N/mm2 GRADE COVER MM 16.5 7 days Strength N/mm2 MEMBER CLIENT: KAMPALA 25 25 25N/mm2 16.5 25 25 25N/mm2 16.5 25 25 25N/mm2 16.5 25 25 25N/mm2 16.5 08 Charles CT JAN, 2010 AS SHOWN FOUNDATION LAYOUT, SLAB DETAILS & STAIRCASE. CT PLOT 20, 21, 27 & 28 MARTYR'S CRESENT' NTINDA PROPOSED WARE HOUSE TO BE BUILT ON P.O. BOX 7671 SYMBION INTERNATIONAL KAMPALA 25 15 25 16.5 STAIR UGANDA HEALTH MARKETING GROUP (UHMG)LTD KAMPALA P. O. BOX 4553 20 25 25 16.5 SLAB 09 Charles CT JAN, 2010 AS SHOWN ROOF DETAILS CT PLOT 20, 21, 27 & 28 MARTYR'S CRESENT' NTINDA PROPOSED WARE HOUSE TO BE BUILT ON P.O. BOX 7671 SYMBION INTERNATIONAL KAMPALA UGANDA HEALTH MARKETING GROUP (UHMG)LTD KAMPALA P. O. BOX 4553 1500mm BELOW EXISTING GROUND LEVEL AND ALL 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. a) MASS CONCRETE TO HAVE A MINIMUM WORKS 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 25mm MAXIMUM AGGRIGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGHT OF 30N/sqmm AT 28 DAYS WTH 20mm MAXIMUM AGGRIGATE SIZE. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. REQUIREMENTS OF BS 4483. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THE TO BE SQUARE TWISTED COLD FORMED BARS TO 5. MINMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. GROUND BEAMS=40mm BEAMS =25mm COLUMNS =30mm SLABS =15mm BS 4461. 4. REINFORCEMENTS. 3. CONCRETE MIXES: GENERAL NOTES. ALL STEEL WORK IS TO BE DESIGNED IN THE ZED PURLINS TO BE FROM PRE HOT BS 4360 UNLESS OTHERWISE SPECIFIED. 8. ALL STRUCTURAL STEEL TO BE GRADE 43 TO DIPPED GALVANISED MILD STEEL TO BS 2989 WITH TYPE G 275 COATING GIVING A YIELD STRESS OF 350N/sqmm ALL BOLTS TO BE GRADE 8.8 TO BS 4190 (NUTS AND BOLTS) AND BS 4230 (WASHIERS) ALL CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE FABLICATOR AND SUBMITTED 6. STELL FABLICATOR TO PREPARE SHOP UNLESS OTHERWISE SPECIFIED. TO THE ENGINEER FOR APPROVAL. DRAWINGS FOR ENGINEER'S APPROVAL. 7. PURLINS. 5. CONNECTIONS. WITH BS 135 AND BS 4570 AS APPROPRIATE ACCORDANCE WITH B.S 5950 PART 1 1985 ALL FILLET WELDS SHALL BE 6mm MINIMUM 3. WELDING SHALL BE METAL ARC PROCESS BRITISH STANDARD FOR USE OF STEEL ON SIDES BY WELDERS WORK IN BULDINGS 4. BOLTS. 1. ALL ENGINER'S DRAWINGS SHALL BE READ IN CONJUCTION WITH THE ARCHITECTS DRAWINGS AND ANY DISCREPANCY SHOULD BE REPORTED TO BOTH THE ENGINEER AND THE ACHITECT. 2. STEEL WORKS. GENERAL NOTES PRINT THIS PAGE PRINT THIS PAGE \W7.81483; FOUNDATION LAYOUT SCALES: CLIENT: TITLE: PROJECT: ARCHITECTS: DATE: DESIGNED: DRAWN: CHECKED BY: APPROVED BY: MF SHEET NO: 01 JOB NO: GENERAL NOTES: This drawing must be read in conjuction with the Architect's drawings,Reinforcement steel and Concrete Specification.For Bar Bending schedule see sheet No.s .......... AS SHOWN DWG NO: 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN 1500mm BELOW EXISTING GROUND LEVEL AND ALL EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 3. CONCRETE MIXES: a) MASS CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 25mm MAXIMUM AGGREGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 30N/sqmm AT 28 DAYS WITH 20mm MAXIMUM AGGREGATE SIZE. OC ENG MUBIRU FREDRICK P.O.BOX 24136 K'LA. JULY, 2012 CONSULTANT: 4. REINFORCEMENTS. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. TO BE SQUARE TWISTED COLD FORMED BARS TO BS 4461. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THEREQUIREMENTS OF BS 4483. 5. MINIMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & GROUND BEAMS=40mm, SLABS =15m , BEAMS =25mm, COLUMNS =30mm. 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. DESIGN STATION ARCHITECTS P.O BOX 8834 KAMPALA. FIRST FLOOR ROOM 4, PENSION HOUSE, KABALAGALA GIZ-NWSC P.O. BOX ............, KAMPALA \W7.18463; PROPOSED VOCATIONAL TRAINING CENTER \W5.77677; ON BLOCK ...., PLOT ......, GABA WATER WORKS, \W9.66560; GABA. \W9.70292; \W7.81483; FOUNDATION LAYOUT SCALES: CLIENT: TITLE: PROJECT: ARCHITECTS: DATE: DESIGNED: DRAWN: CHECKED BY: APPROVED BY: MF SHEET NO: 01 JOB NO: GENERAL NOTES: This drawing must be read in conjuction with the Architect's drawings,Reinforcement steel and Concrete Specification.For Bar Bending schedule see sheet No.s .......... AS SHOWN DWG NO: 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN 1500mm BELOW EXISTING GROUND LEVEL AND ALL EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 3. CONCRETE MIXES: a) MASS CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 25mm MAXIMUM AGGREGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 30N/sqmm AT 28 DAYS WITH 20mm MAXIMUM AGGREGATE SIZE. OC ENG MUBIRU FREDRICK P.O.BOX 24136 K'LA. JULY, 2012 CONSULTANT: 4. REINFORCEMENTS. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. TO BE SQUARE TWISTED COLD FORMED BARS TO BS 4461. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THEREQUIREMENTS OF BS 4483. 5. MINIMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & GROUND BEAMS=40mm, SLABS =15m , BEAMS =25mm, COLUMNS =30mm. 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. DESIGN STATION ARCHITECTS P.O BOX 8834 KAMPALA. FIRST FLOOR ROOM 4, PENSION HOUSE, KABALAGALA GIZ-NWSC P.O. BOX ............, KAMPALA \W7.18463; PROPOSED VOCATIONAL TRAINING CENTER \W5.77677; ON BLOCK ...., PLOT ......, GABA WATER WORKS, \W9.66560; GABA. \W9.70292; (SCALE 1:10) CYCLONE 600 FIXING DETAILS ~ NEAR APEX BOTTOM PLATE STANDARD UNDERGLAZING PIECE TOP PLATE FIXED UNDER THE RIDGE FLASHING RIDGE FLASHING CYCLONE 600 ROOF VENTILATOR 5.5dx 65 LG SELF DRILLING SCREWS STANDARD UNDERGLAZING PIECE TOP PLATE ROOFING SHEET SUPPORT FRAME HOLE TO BE PROVIDED ON THE ROOFING SHEET CENTERLINE RIDGE \W7.81483; FOUNDATION LAYOUT SCALES: CLIENT: TITLE: PROJECT: ARCHITECTS: DATE: DESIGNED: DRAWN: CHECKED BY: APPROVED BY: MF SHEET NO: 01 JOB NO: GENERAL NOTES: This drawing must be read in conjuction with the Architect's drawings,Reinforcement steel and Concrete Specification.For Bar Bending schedule see sheet No.s .......... AS SHOWN DWG NO: 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN 1500mm BELOW EXISTING GROUND LEVEL AND ALL EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 3. CONCRETE MIXES: a) MASS CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 25mm MAXIMUM AGGREGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 30N/sqmm AT 28 DAYS WITH 20mm MAXIMUM AGGREGATE SIZE. OC ENG MUBIRU FREDRICK P.O.BOX 24136 K'LA. JULY, 2012 CONSULTANT: 4. REINFORCEMENTS. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. TO BE SQUARE TWISTED COLD FORMED BARS TO BS 4461. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THEREQUIREMENTS OF BS 4483. 5. MINIMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & GROUND BEAMS=40mm, SLABS =15m , BEAMS =25mm, COLUMNS =30mm. 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. DESIGN STATION ARCHITECTS P.O BOX 8834 KAMPALA. FIRST FLOOR ROOM 4, PENSION HOUSE, KABALAGALA GIZ-NWSC P.O. BOX ............, KAMPALA \W7.18463; PROPOSED VOCATIONAL TRAINING CENTER \W5.77677; ON BLOCK ...., PLOT ......, GABA WATER WORKS, \W9.66560; GABA. \W9.70292; \W7.81483; FOUNDATION LAYOUT SCALES: CLIENT: TITLE: PROJECT: ARCHITECTS: DATE: DESIGNED: DRAWN: CHECKED BY: APPROVED BY: MF SHEET NO: 01 JOB NO: GENERAL NOTES: This drawing must be read in conjuction with the Architect's drawings,Reinforcement steel and Concrete Specification.For Bar Bending schedule see sheet No.s .......... AS SHOWN DWG NO: 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN 1500mm BELOW EXISTING GROUND LEVEL AND ALL EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 3. CONCRETE MIXES: a) MASS CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 25mm MAXIMUM AGGREGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 30N/sqmm AT 28 DAYS WITH 20mm MAXIMUM AGGREGATE SIZE. OC ENG MUBIRU FREDRICK P.O.BOX 24136 K'LA. JULY, 2012 CONSULTANT: 4. REINFORCEMENTS. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. TO BE SQUARE TWISTED COLD FORMED BARS TO BS 4461. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THEREQUIREMENTS OF BS 4483. 5. MINIMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & GROUND BEAMS=40mm, SLABS =15m , BEAMS =25mm, COLUMNS =30mm. 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. DESIGN STATION ARCHITECTS P.O BOX 8834 KAMPALA. FIRST FLOOR ROOM 4, PENSION HOUSE, KABALAGALA GIZ-NWSC P.O. BOX ............, KAMPALA \W7.18463; PROPOSED VOCATIONAL TRAINING CENTER \W5.77677; ON BLOCK ...., PLOT ......, GABA WATER WORKS, \W9.66560; GABA. \W9.70292; \W7.81483; FOUNDATION LAYOUT SCALES: CLIENT: TITLE: PROJECT: ARCHITECTS: DATE: DESIGNED: DRAWN: CHECKED BY: APPROVED BY: MF SHEET NO: 01 JOB NO: GENERAL NOTES: This drawing must be read in conjuction with the Architect's drawings,Reinforcement steel and Concrete Specification.For Bar Bending schedule see sheet No.s .......... AS SHOWN DWG NO: 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN 1500mm BELOW EXISTING GROUND LEVEL AND ALL EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 3. CONCRETE MIXES: a) MASS CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 25mm MAXIMUM AGGREGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 30N/sqmm AT 28 DAYS WITH 20mm MAXIMUM AGGREGATE SIZE. OC ENG MUBIRU FREDRICK P.O.BOX 24136 K'LA. JULY, 2012 CONSULTANT: 4. REINFORCEMENTS. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. TO BE SQUARE TWISTED COLD FORMED BARS TO BS 4461. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THEREQUIREMENTS OF BS 4483. 5. MINIMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & GROUND BEAMS=40mm, SLABS =15m , BEAMS =25mm, COLUMNS =30mm. 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. DESIGN STATION ARCHITECTS P.O BOX 8834 KAMPALA. FIRST FLOOR ROOM 4, PENSION HOUSE, KABALAGALA GIZ-NWSC P.O. BOX ............, KAMPALA \W9.91014; PROPOSED VOCATIONAL TRAINING CENTER \W9.67550; ON BLOCK ...., PLOT ......, GABA WATER WORKS, \W9.55503; GABA. \W9.52366; \W7.81483; FOUNDATION LAYOUT SCALES: CLIENT: TITLE: PROJECT: ARCHITECTS: DATE: DESIGNED: DRAWN: CHECKED BY: APPROVED BY: MF SHEET NO: 01 JOB NO: GENERAL NOTES: This drawing must be read in conjuction with the Architect's drawings,Reinforcement steel and Concrete Specification.For Bar Bending schedule see sheet No.s .......... AS SHOWN DWG NO: 1. FOUNDATIONS SHALL GENERALLY BE TAKEN DOWN 1500mm BELOW EXISTING GROUND LEVEL AND ALL EXCAVATIONS MUST BE CONFIRMED BY THE ENGINEER BEFORE CONCRETE BLINDING IS LAID. 2. BACK FILL MATERIAL TO BE APPROVED MARRAM AND COMPACTED IN 200mm MAX LAYERS 95%MDD. 3. CONCRETE MIXES: a) MASS CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 15N/sqmm AT 28 DAYS WITH 25mm MAXIMUM AGGREGATE SIZE. b) REINFORCED CONCRETE TO HAVE A MINIMUM WORKS CUBE STRENGTH OF 30N/sqmm AT 28 DAYS WITH 20mm MAXIMUM AGGREGATE SIZE. OC ENG MUBIRU FREDRICK P.O.BOX 24136 K'LA. JULY, 2012 CONSULTANT: 4. REINFORCEMENTS. a) HIGH YIELD BARS, DESIGNATED ON THESE DRWS. TO BE SQUARE TWISTED COLD FORMED BARS TO BS 4461. b) MILD STEEL TO BE ROUND BARS TO BS 4449. c) MESH REINFORCEMENTS TO COMPLY WITH THEREQUIREMENTS OF BS 4483. 5. MINIMUM COVER TO ALL STEEL IN: FOUNDATIONS, STUB COLUMNS & GROUND BEAMS=40mm, SLABS =15m , BEAMS =25mm, COLUMNS =30mm. 6. ALL DIMENSIONS ARE IN METRIC MILLIMETERS. DESIGN STATION ARCHITECTS P.O BOX 8834 KAMPALA. FIRST FLOOR ROOM 4, PENSION HOUSE, KABALAGALA GIZ-NWSC P.O. BOX ............, KAMPALA \W9.91014; PROPOSED VOCATIONAL TRAINING CENTER \W9.67550; ON BLOCK ...., PLOT ......, GABA WATER WORKS, \W9.55503; GABA. \W9.52366;

Language	English
Drawing Type	Detail
Category	Climate Conditioning
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	air conditioning, air conditionné, ar condicionado, autocad, cyclone, DETAIL, details, DWG, fixation, installation, klimaanlage, roof, ventilation