2'-0" 3'-0" 3'-0"

2'-0" 3'-0" 3'-0" 3'-0" 2'-0"

3'-4

1'-0"
" 5"

1'-10"

1'-0"
5'-0"

3'-0"
5'-0"

3'-0"

3'-0"
2'-0"
3'-0"

1'-0"
1'-0"

2'-2"
1'-0"

1'-0"

1'-0"
13'-0" 1'-6"

DETAIL OF PILE PC1 DETAIL OF PILE PC3 DETAIL OF PILE PC2

PILE CAP
CUT OFF
LVL PLINTH BEAM 2 LVL. +4'-0" PLINTH BEAM 2 LVL. +4'-0"

8"
COLUMN COLUMN COLUMN
CAP REINF. AS / CAP REINF. AS /
PLINTH BEAM 1 LVL. +1'-6" SCHEDULE PLINTH BEAM 1 LVL. +1'-6" SCHEDULE

RD LVL ±0.0 RD LVL ±0.0

CUT OFF CUT OFF

LVL LVL
1 1 WELL WELL

1'-0"

1'-0"
PILE
COMPACTED COMPACTED
SOIL SOIL

PER SCHEDULE

PER SCHEDULE
THICKNESS AS

THICKNESS AS
1'-0"
3" PCC 3" PCC

12'
AS PER SECTION M15 M15

BUCKET LENGTH

PILE
1'-1121"
4"

45°

TYPICAL SECTION OF PILES

SECTION PC1 SECTION PC3

8Ø TIES
Ø1'

@ 8" C/C
8-12Ø

GENERAL NOTES LEGEND

1. ALL DIMENSIONS ARE IN FEET & INCHES. 6. ALL STRUCTURAL DRAWINGS ARE TO BE FOLLOWED IN ACCORDING
2. PLEASE DO NOT SCALE. WORK TO DIMENSIONS ONLY. TO WITH IS:456 UNLESS NOTED OTHERWISE.
3. ALL REINFORCEMENT SHALL BE HIGH YIELD STRENGTH -PANCY 7. COVER TO REINFORCEMENT:- CONJUNCTION WITH ARCHITECT
SHALL BE GOT CLARIFIED BEFORE EXECUTION. DEFORMED BAR OF DRAWINGS. ANY DISCRE
GRADE Fe500 , Fe550D, Fe600 8. DEVELOPMENT LENGTH SHALL BE 50 TIMES
4. ALL RCC SHALL BE OF CONCRETE GRADE M25 IN SMALLER BAR 9. ALL REINFORCEMENT LAPPINGS SHOULD BE STAGGERED
BEING LAPPED. 10. USE OF M20 GRADE UNTILL AND UNLESS SPECIFIED.
5. LAP LENGTH SHALL BE 50 TIMES THE DIAMETER OF SMALLER BAR
BEING LAPPED.

PROJECT SITE
PROJECT PHULWARISHARIF, NORTH ANNEXURE SHEET NO.
G+4 RES. APARTMENT
PATNA-801505 OSAMA & ASSOCIATES
ARCHITECTS, ENGINEERS, INTERIOR DESIGNERS,
BUILDER/CONTRAC.
SHEET TITLE STRUCTURE PLAN-PILE DETAILS LANDSCAPING, PLOTTING, PROJECT CONSULTANTS

PHONE +91-9031295943
AZAD CONSTRUCTION PVT. LTD. TYPE RESIDENTIAL SITE AREA

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