Detail Tank For Small Houses DWG Detail for AutoCAD

Detail Tank For Small Houses DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

ground beams framing plan, sunken slab, stair opening, void, pick up column, design structure, scale, issued for, construction, ground beams framing plan, project, title of drawing, consulting engineers, first issue, riafat khan, date, drawn by, description, issue date, drg.no, rawalpindi cantt ph, block flat yousaf iii, sector islamabad., on plot, residence of mrs.bushra siddiqa, design structure, scale, issued for, construction, ground beams sections, project, title of drawing, consulting engineers, first issue, riafatk khan, date, drawn by, description, issue date, drg.no, rawalpindi cantt ph, block flat yousaf iii, sector islamabad., on plot, residence of mrs.bushra siddiqa, design structure, scale, issued for, construction, ground beams sections, project, title of drawing, consulting engineers, first issue, riafatk khan, date, drawn by, description, issue date, drg.no, rawalpindi cantt ph, block flat yousaf iii, sector islamabad., on plot, residence of mrs.bushra siddiqa, at support, at mid, at support, at mid, at support, at mid, at support, at mid, at support, at mid, at support, at mid, at support, at mid, at support, at mid, ground beams sections, design structure, scale, issued for, submission, mumty slab reinforcement, project, title of drawing, consulting engineers, first issue, asim, date, drawn by, description, issue date, drg.no, rawalpindi cantt ph, block flat yousaf iii, dha islamabad., plot jannah, or as per arch, or as per arch, plan, top slab reinforcement, bottom slab reinforcement, man, hole, man, hole, section at, top roof level, p.c.c pad, concrete strength of psi is taken for design., in order to achieve this, per manufacturer be used at site., steel strength for column psi, for psi, for beam psi, contractor should inform engineer before pouring of concrete, other wise contractor will be responsible for any consequences., contractor should inform engineer if there is or steel in slab, and or in beams or column and should not place this steel., for slab psi, detail at, see detail, head water tank, description, date, rev., client, project, checked by, design by, drawn by, date, title, north, consultant:, design structure, consulting engineers, drg. no., issued for, first issue, muhammad zia ul islam, over head water tank, muhammad bilal, awais, submission, residence, on plot lane, d.h.a., nov, kashif sultan, st islamabad, file no., project no., approved by, rabia tabbasum, or as per arch, description, date, rev., client, project, checked by, design by, drawn by, date, title, north, consultant:, design structure, consulting engineers, drg. no., issued for, first issue, lt muhammad ajmal khan, roof beam, bilal, awais, submission, residence, on plot, islamabad., oct, kashif sultan, front town, file no., project no., xxx, approved by, rabia tabbasum, description, date, rev., client, project, checked by, design by, drawn by, date, title, north, consultant:, design structure, consulting engineers, drg. no., issued for, first issue, column layout plan, bilal, awais, submission, residence, on plot, islamabad., oct, kashif sultan, floor front plaza town, file no., project no., xxx, approved by, rabia tabbasum, concrete strength of psi is taken for design., in order to achieve this, per manufacturer be used at site., steel strength for column psi, owner should inform engineer before pouring of concrete, other wise owner will be responsible for any consequences., contractor should inform engineer if there is or steel in slab, and or in beams or column and should not place this steel., for footing psi, for beam psi, for slab psi, concrete strength of psi is taken for design., in order to achieve this, per manufacturer be used at site., steel strength for column psi, for psi, for beam psi, contractor should inform engineer before pouring of concrete, other wise contractor will be responsible for any consequences., contractor should inform engineer if there is or steel in slab, and or in beams or column and should not place this steel., for slab psi, description, date, rev., client, project, checked by, design by, drawn by, date, title, north, consultant:, design structure, consulting engineers, drg. no., issued for, first issue, column, bilal, awais, submission, residence, on plot, islamabad., oct, kashif sultan, front town, file no., project no., xxx, approved by, rabia tabbasum, lt muhammad ajmal khan, galons, description, date, rev., client, project, checked by, design by, drawn by, date, title, north, consultant:, design structure, consulting engineers, drg. no., issued for, first issue, mumty slab reinforcement, bilal, awais, submission, residence, dec, kashif sultan, floor front plaza town, file no., project no., approved by, rabia tabbasum, amir touseef, on plot lane, islamabad., efkay associates, tel:, house street, islamabad, app, description, date, rev., chd, client, project, approved, bilal, checked, design, drawn, date, file no., title

Raw text data extracted from CAD file:

\A1;3' \A1;2'-9" \A1;6' \A1;13' \A1;1'-9" \A1;7'-9" \A1;5'-6" \A1;8'-3" \A1;6'-9" \A1;7'-9" \A1;10'-4\S1/2;" \A1;100' \A1;90' \A1;10'-4\S1/2;" \A1;3' \A1;2'-9" \A1;5'-3" \A1;4'-7\S1/2;" \A1;6'-3" \A1;7'-3" \A1;5'-3" \A1;4'-6" \A1;3'-6" \A1;4'-6" \A1;2'-3" \A1;25'-4\S1/2;" \A1;6' \A1;10'-9" \A1;3'-1\S1/2;" \A1;2' \A1;2'-3" \A1;7\S1/2;" \A1;2' \A1;9" \A1;2' \A1;7\S1/2;" \A1;1'-3" \A1;9" \A1;1'-3" \A1;7\S1/2;" \A1;2'-3" \A1;7\S1/2;" \A1;2' \A1;9" \A1;3'-3" \A1;9" \A1;3'-3" \A1;9" \A1;1'-6" \A1;7\S1/2;" \A1;2' \A1;9" \A1;2' \A1;9" \A1;2'-3" \A1;7\S1/2;" \A1;1'-6" \A1;7\S1/2;" \A1;3' \A1;7\S1/2;" \A1;3'-3" \A1;9" \A1;2' \A1;9" \A1;2' \A1;9" \A1;2' \A1;9" \A1;3'-3" \A1;9" \A1;3' \A1;7\S1/2;" \A1;2'-3" \A1;9" \A1;2'-3" \A1;9" \A1;2' \A1;7\S1/2;" \A1;2' \A1;7\S1/2;" \A1;2'-3" \A1;9" \A1;1'-6" \A1;9" \A1;1'-6" \A1;9" \A1;2' \A1;9" GROUND BEAMS FRAMING PLAN A B C E H I J K L M N 5 5 5 5 5 5 5 5 5 5 5 5 5 01 02 03 05 06 08 09 10 11 12 5 5 5 5 5 5 5 5 5 5 5 5 5 O P 5 5 04a 04b 3'-1\S1/2;" 07a 08a 2' SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB STAIR OPENING VOID PICK UP COLUMN DESIGN STRUCTURE SCALE ISSUED FOR CONSTRUCTION GROUND BEAMS FRAMING PLAN PROJECT TITLE OF DRAWING CONSULTING ENGINEERS 1 FIRST ISSUE 10-11-2010 10-11-2010 RIAFAT KHAN S-11 DATE DRAWN BY REV# DESCRIPTION ISSUE DATE DRG.NO RAWALPINDI CANTT Ph # 0300-5232306, 0333-5180238 BLOCK # C, FLAT # 5, YOUSAF COLONY,WESTRIDGE III P/BEAM-1(9"x24") P/BEAM-2(9"x24") P/BEAM-2(9"x24") P/BEAM-3(9"x24") G/BEAM-1 (27"x7.5") G/BEAM-2(9"x39") G/BEAM-3 (18"x7.5") G/BEAM-4(9"x24") G/BEAM-5(9"x15") G/BEAM-6 (15"x7.5") G/BEAM-5(9"x15") G/BEAM-5(9"x15") G/BEAM-7 (27"x7.5") G/BEAM-7 (27"x7.5") G/BEAM-8(9"x27") G/BEAM-9(9"x24") G/BEAM-10 (9"x24") G/BEAM-11 (24"x7.5") G/BEAM-12 (9"x27") G/BEAM-13(9"x24") G/BEAM-14 (24"x7.5") G/BEAM-15 (36"x7.5") G/BEAM-16 (9"x18") G/BEAM-18(9"x39") G/BEAM-17(9"x39") SECTOR E, D.H.A.-II, ISLAMABAD. ON PLOT # 8&9, ST.# 15 B, RESIDENCE OF MRS.BUSHRA SIDDIQA DESIGN STRUCTURE SCALE ISSUED FOR CONSTRUCTION GROUND BEAMS SECTIONS PROJECT TITLE OF DRAWING CONSULTING ENGINEERS 1 FIRST ISSUE 10-11-2010 10-11-2010 RIAFATK KHAN S-12 DATE DRAWN BY REV# DESCRIPTION ISSUE DATE DRG.NO RAWALPINDI CANTT Ph # 0300-5232306, 0333-5180238 BLOCK # C, FLAT # 5, YOUSAF COLONY,WESTRIDGE III SECTOR E, D.H.A.-II, ISLAMABAD. ON PLOT # 8&9, ST.# 15 B, RESIDENCE OF MRS.BUSHRA SIDDIQA DESIGN STRUCTURE SCALE ISSUED FOR CONSTRUCTION GROUND BEAMS SECTIONS PROJECT TITLE OF DRAWING CONSULTING ENGINEERS 1 FIRST ISSUE 10-11-2010 10-11-2010 RIAFATK KHAN S-13 DATE DRAWN BY REV# DESCRIPTION ISSUE DATE DRG.NO RAWALPINDI CANTT Ph # 0300-5232306, 0333-5180238 BLOCK # C, FLAT # 5, YOUSAF COLONY,WESTRIDGE III SECTOR E, D.H.A.-II, ISLAMABAD. ON PLOT # 8&9, ST.# 15 B, RESIDENCE OF MRS.BUSHRA SIDDIQA 4#6Thr. 5 4#4Thr. #3@6"c/c 5 G/BEAM-1 5 5 6#8Thr. #3@5"c/c 2#8Thr. G/BEAM-13 5#8Thr. 5 5#4Thr. #3@6"c/c 5 G/BEAM-14 AT SUPPORT 5 5 4#8Thr. #3@6"c/c 2#6Thr. AT MID 5 5 #3@9"c/c 4#8Thr. 2#6Thr. 2#5Ext. G/BEAM-2 3#6Thr. 5 3#4Thr. #3@6"c/c 5 5 5 2#4Thr. #3@6"c/c 4#6Thr. G/BEAM-4 5 5 2#4Thr. #3@6"c/c 2#6Thr. 3#6Thr. 5 3#4Thr. #3@6"c/c 5 G/BEAM-6 6#6Thr. 5 6#4Thr. #3@6"c/c 5 G/BEAM-7 5 5 4#8Thr. #3@5"c/c 2#6Thr. G/BEAM-9 5 5 2#5Thr. #3@5"c/c 4#8Thr. G/BEAM-10 G/BEAM-11 5 4#4Thr. #3@6"c/c 5 AT SUPPORT AT MID 5 3#4Thr. #3@6"c/c 5 G/BEAM-3 AT SUPPORT AT MID G/BEAM-16 AT SUPPORT 5 5 2#5Thr. 2#5Ext. #3@6"c/c 2#6Thr. AT MID 5 5 #3@9"c/c 2#5Thr. 2#6Thr. 2#6Ext. P/BEAM-1 5 5 2#8Thr. 2#6Thr. #3@4"c/c 2#6Thr. P/BEAM-2 6#8Thr. 5 6#4Thr. #3@6"c/c 5 G/BEAM-15 5 5 4#5Thr. #3@6"c/c 4#8Thr. G/BEAM-17 5 5 4#5Thr. #3@6"c/c 4#6Thr. G/BEAM-18 5 6#4Thr. #3@6"c/c 5 AT SUPPORT AT MID 4#6Thr. 3#6Ext. 6#4 6#4 3#6Thr. 2#6Ext. G/BEAM-5 AT SUPPORT 5 5 2#4Thr. #3@6"c/c 2#5Thr. AT MID 5 5 #3@9"c/c 2#4Thr. 2#6Thr. 2#5Ext. G/BEAM-8 2#4 2#4 2#4 3#6Thr. 5 3#4Thr. #3@6"c/c 5 5 3#4Thr. #3@6"c/c 5 AT SUPPORT AT MID 3#6Thr. 2#6Ext. 5 5 4#5Thr. #3@6"c/c 2#6Thr. G/BEAM-12 2#4 2#4 6#8Thr. 5#8Ext. AT SUPPORT 5 5 2#4Thr. #3@6"c/c 2#6Thr. AT MID 5 5 #3@9"c/c 2#4Thr. 2#6Thr. 2#5Ext. 6#4 6#4 2#4 5 5 2#4Thr. #3@6"c/c 2#6Thr. P/BEAM-3 2#4 GROUND BEAMS SECTIONS GROUND BEAMS SECTIONS \A1;9" \A1;8'-3" \A1;9" \A1;#3@6"c/c \A1;#3@6"c/c \A1;#3@9"c/c \A1;#3@9"c/c \A1;#3@9"c/c \A1;#3@9"c/c \A1;#3@6"c/c \A1;#3@6"c/c \A1;9'-9" \A1;8'-9" \A1;2' \A1;2' \A1;1' \A1;7'-3" \A1;9" \A1;9" \A1;9" \A1;7'-3" \A1;9" \A1;8'-9" \A1;9'-9" \A1;8'-9" \A1;9'-9" \A1;9" \A1;8'-3" \A1;9" \A1;9" \A1;9" \A1;9" \A1;8'-3" \A1;9" \A1;7'-3" \A1;9" \A1;9" DESIGN STRUCTURE SCALE ISSUED FOR SUBMISSION MUMTY SLAB REINFORCEMENT PROJECT TITLE OF DRAWING CONSULTING ENGINEERS 1 FIRST ISSUE 25-03-2013 25-03-2013 ASIM S-20 DATE DRAWN BY REV# DESCRIPTION ISSUE DATE DRG.NO RAWALPINDI CANTT Ph # 0300-5232306, 0333-5180238 BLOCK # C, FLAT # 5, YOUSAF COLONY,WESTRIDGE III SECTOR-E, DHA II, ISLAMABAD. PLOT # 13, JANNAH BOULEVARD, \A1;4' \A1;4' \A1;5" \A1;8" \A1;3'-10" OR AS PER ARCH \A1;9" \A1;6' \A1;9" \A1;#4@8"c/c \A1;#4@9"c/c \A1;#3@9"c/c \A1;#3@9"c/c \A1;#3@9"c/c \A1;#3@9"c/c \A1;#4@8"c/c \A1;#4@9"c/c \A1;7'-6" \A1;7'-1\S1/2;" \A1;2' \A1;2' \A1;1' \A1;5'-7\S1/2;" \A1;9" \A1;9" \A1;9" \A1;9' \A1;9" \A1;10'-6" \A1;7'-1\S1/2;" \A1;7'-6" \A1;7'-1\S1/2;" \A1;7'-6" \A1;9" \A1;6' \A1;9" \A1;5'-7\S1/2;" \A1;9" \A1;9" \A1;9" \A1;6' \A1;9" \A1;5'-7\S1/2;" \A1;9" \A1;9" \A1;4' \A1;4' \A1;6" \A1;9" \A1;4'-6" OR AS PER ARCH PLAN 5 5 5 5 5 #4@8"c/c #4@9"c/c TOP SLAB REINFORCEMENT (41/2") BOTTOM SLAB REINFORCEMENT (9") #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #4@8"c/c #4@9"c/c 5 5 MAN HOLE A MAN HOLE A A A 3#4 SECTION AT A-A Top Roof Level #3@9"c/c #3@9"c/c #3@9"c/c #4@9"c/c #4@8"c/c #4@9"c/c P.C.C PAD (1:2:4) 5 #3@9"c/c #4@8"c/c #4@9"c/c \A1;15'-6" \A1;15'-6" \A1;15'-6" #3@9"c/c 5 #3@9"c/c #4@9"c/c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NOTES:- 1. CONCRETE STRENGTH OF 3000 PSI IS TAKEN FOR DESIGN. IN ORDER TO ACHIEVE THIS STRENGTH, "PLASTIMENT-P-200" (AS PER MANUFACTURER SPECIFICATIONS)MUST BE USED AT SITE. 2. STEEL STRENGTH FOR COLUMN = 60,000 PSI FOR F/W = 40,000 PSI FOR BEAM = 60,000 PSI 3. CONTRACTOR SHOULD INFORM ENGINEER BEFORE POURING OF CONCRETE OTHER WISE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CONSEQUENCES. 4. CONTRACTOR SHOULD INFORM ENGINEER IF THERE IS #3@2"c/c or #4@2"c/c STEEL IN SLAB AND 2#2Thr. or 2#2Ext. IN BEAMS OR COLUMN AND SHOULD NOT PLACE THIS STEEL. FOR SLAB = 40,000 PSI #4@6"c/c DETAIL AT "A" 5 5 SEE DETAIL A \A1;OVER HEAD WATER TANK \A1;SCALE 1~5 DESCRIPTION DATE REV. CLIENT PROJECT CHECKED BY DESIGN BY DRAWN BY DATE TITLE NORTH CONSULTANT: DESIGN STRUCTURE CONSULTING ENGINEERS DRG. No. ISSUED FOR FIRST ISSUE 1 Muhammad Zia Ul Islam OVER HEAD WATER TANK MUHAMMAD BILAL AWAIS SUBMISSION RESIDENCE ON PLOT # 03 , LANE # 07, SECTOR-H, D.H.A. PHASE-II ,ISLAMABAD. NOV 19,2014 KASHIF SULTAN Ph#92-51-2229364, E-mail: designstructure@gmail.com 422E, St # 90 , IBN-E-SINA ROAD,G-11/3, ISLAMABAD S-31 19-11-2014 FILE NO. C-200/2014 PROJECT NO. 200 APPROVED BY RABIA TABBASUM 5 5 <> OR AS PER ARCH DESCRIPTION DATE REV. CLIENT PROJECT CHECKED BY DESIGN BY DRAWN BY DATE TITLE NORTH CONSULTANT: DESIGN STRUCTURE CONSULTING ENGINEERS DRG. No. ISSUED FOR FIRST ISSUE 1. LT COL(R) MUHAMMAD AJMAL KHAN ROOF BEAM X-SECTION M BILAL AWAIS SUBMISSION RESIDENCE ON PLOT # 14, STREET.# 18, SECTOR-E PHASE-2, DHA, ISLAMABAD. OCT 01, 2015 KASHIF SULTAN Ph#92-51-5412102, E-mail: designstructure@gmail.com 305,3rd Floor,WATER FRONT PLAZA,Phase-7,BAHRIA TOWN S-XX 01-10-2015 FILE NO. C-XXX/2015 PROJECT NO. XXX APPROVED BY RABIA TABBASUM DESCRIPTION DATE REV. CLIENT PROJECT CHECKED BY DESIGN BY DRAWN BY DATE TITLE NORTH CONSULTANT: DESIGN STRUCTURE CONSULTING ENGINEERS DRG. No. ISSUED FOR FIRST ISSUE 1. COLUMN LAYOUT PLAN M BILAL AWAIS SUBMISSION RESIDENCE ON PLOT # 14, STREET.# 18, SECTOR-E PHASE-2, DHA, ISLAMABAD. OCT 01, 2015 KASHIF SULTAN Ph#92-51-5412102, E-mail: designstructure@gmail.com 305, 3rd Floor ,WATER FRONT PLAZA ,Phase-7,BAHRIA TOWN S-XX 01-10-2015 FILE NO. C-XXX/2015 PROJECT NO. XXX APPROVED BY RABIA TABBASUM NOTES:- 1. CONCRETE STRENGTH OF 3000 PSI IS TAKEN FOR DESIGN. IN ORDER TO ACHIEVE THIS STRENGTH, "PLASTIMENT-P-200" (AS PER MANUFACTURER SPECIFICATIONS)MUST BE USED AT SITE. 2. STEEL STRENGTH FOR COLUMN = 60,000 PSI 3. OWNER SHOULD INFORM ENGINEER BEFORE POURING OF CONCRETE OTHER WISE OWNER WILL BE RESPONSIBLE FOR ANY CONSEQUENCES. 4. CONTRACTOR SHOULD INFORM ENGINEER IF THERE IS #3@2"c/c or #4@2"c/c STEEL IN SLAB AND 2#2Thr. or 2#2Ext. IN BEAMS OR COLUMN AND SHOULD NOT PLACE THIS STEEL. FOR FOOTING = 40,000 PSI FOR BEAM = 60,000 PSI FOR SLAB = 40,000 PSI NOTES:- 1. CONCRETE STRENGTH OF 3000 PSI IS TAKEN FOR DESIGN. IN ORDER TO ACHIEVE THIS STRENGTH, "PLASTIMENT-P-200" (AS PER MANUFACTURER SPECIFICATIONS)MUST BE USED AT SITE. 2. STEEL STRENGTH FOR COLUMN = 60,000 PSI FOR F/W = 40,000 PSI FOR BEAM = 60,000 PSI 3. CONTRACTOR SHOULD INFORM ENGINEER BEFORE POURING OF CONCRETE OTHER WISE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CONSEQUENCES. 4. CONTRACTOR SHOULD INFORM ENGINEER IF THERE IS #3@2"c/c or #4@2"c/c STEEL IN SLAB AND 2#2Thr. or 2#2Ext. IN BEAMS OR COLUMN AND SHOULD NOT PLACE THIS STEEL. FOR SLAB = 40,000 PSI DESCRIPTION DATE REV. CLIENT PROJECT CHECKED BY DESIGN BY DRAWN BY DATE TITLE NORTH CONSULTANT: DESIGN STRUCTURE CONSULTING ENGINEERS DRG. No. ISSUED FOR FIRST ISSUE 1. COLUMN X-SECTION M BILAL AWAIS SUBMISSION RESIDENCE ON PLOT # 14, STREET.# 18, SECTOR-E PHASE-2, DHA, ISLAMABAD. OCT 01, 2015 KASHIF SULTAN Ph#92-51-5412102, E-mail: designstructure@gmail.com 305,3rd Floor,WATER FRONT PLAZA,Phase-7,BAHRIA TOWN S-XX 01-10-2015 FILE NO. C-XXX/2015 PROJECT NO. XXX APPROVED BY RABIA TABBASUM LT COL(R) MUHAMMAD AJMAL KHAN LT COL(R) MUHAMMAD AJMAL KHAN \A1;O.H.W.TANK\H1.125x; \H0.7778x;6'x7'-7\H0.7x;\S1/2;\H1.429x;"x3'-1\H0.7x;\S1/2;\H1.429x;" \H0.928x;893.55 GALONS \A1;8'-9" \A1;7'-3" DESCRIPTION DATE REV. CLIENT PROJECT CHECKED BY DESIGN BY DRAWN BY DATE TITLE NORTH CONSULTANT: DESIGN STRUCTURE CONSULTING ENGINEERS DRG. No. ISSUED FOR FIRST ISSUE 1. MUMTY SLAB REINFORCEMENT M BILAL AWAIS SUBMISSION RESIDENCE DEC 09,2015 KASHIF SULTAN Ph#92-51-5412102, E-mail: designstructure@gmail.com 305, 3rd Floor ,WATER FRONT PLAZA ,Phase-7,BAHRIA TOWN S-XX 09-12-2015 FILE NO. C-235/2015 PROJECT NO. 235 APPROVED BY RABIA TABBASUM AMIR TOUSEEF ON PLOT # 31, LANE .# 03, SECTOR-H PHASE-2, DHA, ISLAMABAD. EFKAY ASSOCIATES Tel: 92-51-2287502-3 E-mail: efkay@isb.comsats.net.pk House No:24, Street No:30, F-8/1, Islamabad APP BY DESCRIPTION DATE REV. CHD CLIENT PROJECT APPROVED M BILAL CHECKED DESIGN DRAWN DATE FILE NO. TITLE DRG. No. NORTH JOB No. AWAIS S-XX JAN 18,2016 237 DESIGN PHASE CONSTRUCTION KASHIF SULTAN CONSULTANT: ASSOCIATE CONSULTANT: ON PLOT NO # 320 , STREET #17 RESIDENCE MUMTY SLAB RABIA TABBASUM SECTOR E-7 , ISLAMABAD. Q C-237/2015 MR.RAJA BILAL ZAFAR DESIGN STRUCTURE CONSULTING ENGINEERS Ph#92-51-5412102, E-mail: designstructure@gmail.com 305 ,3rd Floor,WATER FRONT PLAZA,Phase-7, BAHRIA TOWN FIRST ISSUE 18-01-2016 1. REINFORCEMENT PLAN 5 5 5 5 5 #3@6"c/c #3@6"c/c TOP SLAB REINFORCEMENT (5") BOTTOM SLAB REINFORCEMENT (8") #3@9"c/c #3@9"c/c #3@9"c/c #3@9"c/c #3@6"c/c #3@6"c/c 5 5 MAN HOLE A MAN HOLE 3#4 SECTION AT A-A Top Roof Level #3@9"c/c #3@9"c/c #3@9"c/c #3@6"c/c #3@6"c/c #3@6"c/c P.C.C PAD (1:2:4) 5 #3@9"c/c #3@6"c/c #3@6"c/c #3@9"c/c 5 #3@9"c/c #3@6"c/c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 #4@6"c/c DETAIL AT "A" 5 5 SEE DETAIL A \A1;OVER HEAD WATER TANK 5" 8" 3'-10" OR AS PER ARCH (T&B) 5 5 A A A

Language	English
Drawing Type	Detail
Category	Heavy Equipment & Construction Sites
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction, cuts, DETAIL, details, DWG, HOUSES, reserve tank, sizing, small, specifications, tank, water tank