japuria green housing

2
Architecture Firm – Gian P. Mathur Associates (New Delhi) Location – Zirakpur PURPOSE Many attributes present in this enclave vow for better case study Co operative Management To better analyze the design and its concept Location of site is conveniently accessible from our dwelling ACCESS TO THE SITE Entrance through 2 main gates The VIP entrance can be accessed from both Ambala and Patiala highway Site area = 56315 sq. mtrs. Plot Area = 56061.468 sq. mtrs. Total built up area = 111156.26 sq. mtrs. Total ground coverage = 14941.691 sq. mtrs. F.A.R. = 200% Ground coverage percentage = 28% SITE CIRCULATION 4 7 3 1 2 5 6 MASTER PLAN TYPES OF DWELLING PENT HOUSES 3 BHK 2 BHK EWS 2 BHK 3 BHK 966 UNITS

Upload: amandhiman

Post on 16-Aug-2015

224 views

Category:

Documents


6 download

DESCRIPTION

case study

TRANSCRIPT

Architecture Firm Gian P. Mathur Associates (New Delhi)Location ZirakpurPURPOSEMany attriutes present in this encla!e !ow "or etter case stu#y$o operati!e Mana%ement&o etter analy'e the #esi%n an# its conceptLocation o" site is con!eniently accessile "rom our #wellin%A$$()) &* &+( ),&((ntrance throu%h - main %ates&he .,P entrance can e accesse# "rom oth Amala an# Patiala hi%hwaySite area = 56315 sq. mtrs. Plot Area / 01213.415 s6. mtrs.&otal uilt up area / 333301.-1 s6. mtrs.&otal %roun# co!era%e / 34743.173 s6. mtrs.F.A.8./ -229Groun# co!era%e percenta%e / -59SITE CIRCULATION4:;3-01MASTER PLANTYPES OF DELLIN! PENT "OUSES 3 #"$ % #"$(; =+>&66 UNITSD,)&8,=?&,*N *F &* C M)- :G@1(;=8 unit) 1 FLA&$L?)&(8(.)3 :G@:(-=8 unit) 5 FLA&$L?)&(8(*A?A&); 5G@1(-=8 unit) 5 FLA&$L?)&(8(8 C ))- :G@0(-=8 unit) 5 FLA&$L?)&(8(P C D) - 1G@1((itchen 322 s6. "t.)tore ;7 s6. "t.Master &oilet41.:0 s6. "t. Area co!ere# / 5;2.145 s6."t.SER4ICES(lectrical No sustation on site - trans"ormers were installe#. (lectrical panel room was installe# in the asement. ,t was locate# ehin# the staircase lea#in% "rom each lock to the parkin% elow. - trans"ormers were installe#. ,t !aries "rom 302mm in the inner part o" the site to -02mm on the oun#aries ,t is ma#e up o" 8$$. &he main sewer line runs alon% the site oun#ary.Plumin% &he soil waste pipe is 302mm in #ia.)torm water mana%ement A main #rain runs throu%h the central portion o" the site "or storm water mana%ement treatment 8echar%e pits o" !arious si'es are pro!i#e#. &he storm pipe !aries "rom 12 2G522mm in #ia. ,t is ma#e up o" 8$$.D