LIST OF DRAWINGS
GENERAL
1. READ THESE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL RELEVANT DRAWINGS
CONCRETE COVERS
2. ALL LEVELS DIMENSIONS ARE IN FEET AND INCHES UNLESS OTHERWISE NOTED. CONCRETE COVERS USED IN THE DESIGN ARE AS FOLLOW.
3. DO NOT SCALE THE DRAWINGS, DIMENSIONS GIVEN ON THE DRAWING SHALL GOVERN.
4. ANY CHANGE THAT MAY AFFECT THE STRUCTURE SHOULD NOT BE MADE PRIOR TO THE CONCRETE CLEAR COVER SCHEDULE (INCHES)
APPROVAL OF STRUCTURAL DESIGN ENGINEER.
CLEAR COVER TO PRIAPRY SCHEDULE
DESIGN CODES & BUILDING ZONE
1. THE BUILDING HAS BEEN DESIGNED ON THE BASIS OF THE PARAMETERS LAID DOWN IN THE SURFACE ABOVE GROUND ABOVE GROUND
ELEMENT
DESIGN CODES ACI-316 AND UBC-97. CONTACT INTERIOR EXTERIOR
WITH GROUND ENVIRONMENT ENVIRONMENT
2. THE STRUCTURE IS DESIGNED FOR SEISMIC ZONE 2B AS PER UBC-97 & PBC.
FOUNDATION
FOUNDATION 21/2" 21/2" 21/2"
1. FOUNDATION IS DESIGNED ON ASSUMED BEARING CAPACITY OF 0.9 TON/SFT. TAKING INTO COLUMNS / BEAM 11/2"
11/2"
11/2"
CONSIDERATION ALL FACTORS OF SAFETY. BEARING CAPACITY REPORT MUST BE
WALLS 2" 1" 1"
SUBMITTED TO CONSULTANT BEFORE EXECUTION OF FOOTINGS.
GRADE SLAB 2" 1" 11/2"
FOOTING SIZES MIGHT BE CHANGED DEPENDING UPON THE BEARING CAPACITY REPORT. 3
SUSPENDED SLAB -- 4" 1"
2. FOUNDATION IS DESIGNED FOR BASEMENT (ALL LEVELS), GROUND.
EQUIPMENT -- 1" 11/2"
3. PROVIDE TERMITE CONTROL TREATMENT IN THIS BUILDING.
WATER TANK 2" 11/2" 11/2"
4. CONTRACTOR WILL SUBMIT THE SHARP DRAWINGS FOR THE APPROVAL.
5. CONSULTANT WILL NOT BE RESPONSIBLE FOR THE CONSTRUCTION ACTIVITIES UNLESS THE NOTE: CLEAR COVER SHALL NOT BE LESS THAN ONE BAR DIAMETER.
SUPERVISION IS ASSIGNED TO THE CONSULTANT. 4A- LAP LENGTH SHOULD NOT BE FOLLOWED AS:
6. PROVIDE 18" THICK COMPACTED GERRA BELOW FOOTINGS, IN THREE LAYERS EACH OF
MAXIMUM 6".
(a) 1" =55" (b) 34" =45" (c) 58" = 39" (d) 21" =30" (e) 38" =24"
REINFORCEMENT CONCRETE WORKS 5- ALL REINFORCEMENT STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND HELD FIRMLY IN PLACE
BEFORE & DURING THE PLACING OF CONCRETE BY MEANS OF WIRE AND SUPPORTS ADEQUATE TO
1. 28- DAYS COMPRESSIVE STRENGTH OF CONCRETE (CYLINDRICAL) SHOULD BE PREVENT DISPLACEMENT DURING THE COURSE OF CONSTRUCTION
6- FOR BOTTOM BARS, ALL LAPS IN FOOTING / SLAB ON GRADE SHOULD BE PROVIDED AT MID SPAN.
(0) FOR R.C.C WALL = 3000 PSI. 7- FOR TOP BARS, ALL LAPS IN FOOTING / SLAB ON GRADE SHOULD BE PROVIDED AT SUPPORT.
(b) FOR FOOTING, BEAM & SLAB = 3000 PSI. 8- FOR TOP BARS, ALL LAPS IN SLAB SHOULD BE PROVIDED AR MIDSPAN.
(c) FOR OTHER WATER TANKS = 4000 PSI. 9- FOR BOTTOM BARS, ALL LAPS IN SLABS SHOULD BE PROVIDED AT SUPPORT.
(d) USE FOR COLUMNS = 4000 PSI.
NO. SLAB THICKNESS (INCHES) REINFORCEMENT
REINFORCEMENT CONCRETE WORKS
1 6" #3@10" c/c
1. ALL REINFORCEMENT SHALL HIGH YIELD HOT ROLLED BILLET DEFORMED STEEL.
BARS CONFIRMING TO ASTM A-615 GRADE -60 WITH SPECIFIED. 2 7" #3@8" c/c
YIELD STRENGTH OF NOT LESS THEN 60,000 PSI. 3 8" #3@8" c/c
2. ALL DETAILED SHALL BE DONE AS PER ACI- 315 AND ACI- 318. 4 10" #3@6"" c/c
5 12" #3@6" c/c
CONCRETE CONSTRUCTION
1- ALL STRUCTURAL SURFACES AGAINST WHICH EARTH IS TO BE FILLED SHALL LOCATED WITH TWO COATS
OF HOT BITUMEN OF 1200 GRADE AT THE RATE OF 1.0 Kg/sqm EACH COAT.
2- AVOID STACKING OF CONSTRUCTION MATERIALS, BRICKS etc. ON SLAB PANELS BURING CONSTRUCTION.
3- BEFORE CASTING OF ANY STRUCTURAL MEMBER, IT SHALL BE ENSURED THAT ALL EMBEDDED ITEMS OR
OPENINGS FOR ELECTRICAL, PLUMBING, STRUCTURAL STEEL AND OTHER WORKS ARE PROPERLY
LOCATED IN PLACE.
PROJECT CLIENT STRUCTURE ENGINEER SIGN:
TITLE: STRUCTURAL
SCALE: (LIST OF DRAWINGS) REV
DATE: DWG NO.
0
Oct. 2014 S-01
