LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED G+3 CLASS IV QUARTER (TWO BEDROOM) AT PHUNTSHOLING

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1 STRUCTURAL DRAWINGS

2 LIST OF STRUCTURAL DRAWINGS FOR THE PROPOSED G+ CLASS IV QUARTER (TWO EDROOM) AT PHUNTSHOLING DRG. NO. DRAWING TITLE DATE OF ISSUE STR/00 STR/00 STR/0 STR/0 STR/0 STR/04 STR/05 STR/06 STR/07 STR/09 STR/0 STR/ STR/ STR/ STR/5 STR/6 STR/7 STR/8 STR/0 STR/ STR/ STR/ STR/4 STR/5 STR/6 STR/7 STR/9 STR/0 STR/ STR/ List of Structural Drawings for G+ Class IV (Two edroom) uilding, Phuntsholing General Notes on Structural Drawings General Notes on Structural Drawings Footing Layout Plan Column Layout Plan Footing & Wall Foundation Details Column Details Typical Splice location and details in column Typical Splice location and splices in beam eam - Column Junction Details Plinth eam Layout plan Plinth eam Details First Floor eam layout plan. First Floor eam Details Second Floor eam layout plan. Second Floor eam Details Third Floor eam layout plan. Third Floor eam Details Roof eam Layout Plan Roof eam Details Lintel and Details. Vertical reinforcement in project wall and lintel anchorage. Cornice Details. Slab Layout Plan Slab ottom reinforcement Plan Slab Top reinforcement Plan STR/08 Slab Section Details Staircase Layout Plan & Details Main Roof Truss Layout plan Purlin Layout Plan Truss Elevation Truss Member Schedule Truss Connection Details Truss Connection Details Prop Details Kitchen Slab Details STR/4 STR/9 STR/8 STR/

A. GENERAL. READ THIS DRAWINGS IN CONJUNCTION WITH ARCHITECTS' AND OTHER ENGINEERS' DRAWINGS AND SPECIFICATIONS, AND SUCH OTHER WRITTEN INSTRUCTIONS AS MAY E ISSUED.

3 A. GENERAL. READ THIS DRAWINGS IN CONJUNCTION WITH ARCHITECTS' AND OTHER ENGINEERS' DRAWINGS AND SPECIFICATIONS, AND SUCH OTHER WRITTEN INSTRUCTIONS AS MAY E ISSUED.. ALL DIMENSIONS ARE IN MILIMETRE UNLESS STATED OTHERWISE.. DIMENSIONS SHALL NOT E SCALED FROM THE DRAWINGS. 4. DESIGN CONFORMS TO: IS456:000 CODE OF PRACTICE FOR PLAIN AND REINFORCED CONCRETE IS46:99 EARTHQUAKE RESISTANT DESIGN AND CONSTRUCTION OF UILDINGS I90:99 DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUJECTED TO SEISMIC FORCES IS 875 : 987( Part to ) CODE OF PRACTICE FOR DESIGN LOADS( OTHER THAN EARTHQUAKE) FOR UILDINGS AND STRUCTURES. IS 89 (Part ) : 00 CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES. 5. VERIFY ALL SETTING OUT DIMENSIONS WITH THE ENGINEER/ARCHITECT. VERIFY LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, WASHES, DRIPS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. IF IN DOUT, ASK. 7. REFER ANY DISCREPANCY TO ENGINEER/ARCHITECT EFORE PROCEEDING WITH THE WORK. 8. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE SPECIFICATIONS FOR UILDING AND ROAD WORKS TOGETHER WITH THE REQUIREMENTS OF ALL RELEVANT CODES OF PRACTICE REFERRED TO HEREIN AND THE REQUIREMENTS OF ALL STATUTORY AUTHORITIES. 9. CHECK ALL DIMENSIONS EFORE STARTING WORK. 0. ALWAYS REFER ADDITIONAL NOTES PROVIDED IN THE DRAWINGS.. UNLESS OTHERWISE INDICATED, DETAILS SHOWN ARE TO E CONSIDERED TYPICAL FOR SIMILAR CONDITIONS.. NO FRAMING OR STRUCTURAL MEMERS ARE TO E MODIFIED, NOTCHED, OR CUT WITHOUT THE APPROVAL OF THE ENGINEER.. THE OWNNER SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS. ANY DISCREPANCIES SHALL E ROUGHT TO THE ATTENTION OF THE ENGINEER EFORE PROCEEDING WITH THE AFFECTED WORK. ANY VARIATIONS OR SUSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE INDICATED ON THE DRAWINGS MAY ONLY E MADE WiTH PRIOR APPROVAL OF THE ENGINEER.. FOUNDATION. FOOTINGS ARE DESIGNED FOR AN ALLOWALE EARING CAPACITY OF 50KPA. VERIFY THE SOIL STRENGTH AND OTAIN APPROVAL FROM THE ENGINEER EFORE PLACING CONCRETE.. FOUNDATION SHALL EAR ON UNDISTURED NATURAL MATERIAL OR PROPERLY PLACED AND COMPACTED CONTROLLED STRUCTURAL FILL HAVING A MINIMUM EARING CAPACITY OF 50 KPA.. CONTROLLED STRUCTURAL FILL SHALL CONSIST OF CLEAN GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATTER AND CONFORM TO THE REQUIREMENTS OF STANDARDS AND QUALITY CONTROL AUTHORITY. 4. MASONRY WALLS IN THE FORM OF RANDOM RULE MASONRY SHALL E PROVIDED ELOW THE EXTERIOR AS WELL AS INTERIOR PLINTH EAM. 5. FOOTINGS ARE DESIGNED CONSIDERING THE MINIMUM DEPTH OF 500MM ELOW THE ORIGINAL GROUND LEVEL. NOTIFY ENGINEER IF THE DEPTH OF FOOTINGS REQUIRED TO E PROVIDED VARIES FROM THE DEPTH SPECIFIED AOVE. 6. ALL EXCAVATION SHALL E DRY EFORE PLACING ANY CONCRETE. 7. IF SEEPAGE IS ENCOUNTERED DURING FOUNDATION EXCAVATION, PUMP OUT WATER EFORE PLACING CONCRETE. 8. THE FOUNDATIONS UNDER THE CONCRETE ASE SLA SHALL E COMPACTED THROUGHLY AND A MINIMUM 00MM LAYER OF COURSE AGGREGATE SHALL E PLACED OVER THE COMPACTED EARTH AND SEALED WITH 75MM THICK LAYER OF LINDING CONCRETE. 9. ACKFILLING AGAINST UILDING FOUNDATION WALLS SHALL E DONE ONLY AFTER WALLS ARE RACED TO PREVENT MOVEMENT. 0. CARE SHALL E TAKEN NOT TO OVERSTRESS ANY ADJACENT RETAINING WALLS AND STRUCTURES DURING ACKFILLING AROUND FOUNDATIONS. C. LOADING. THIS STRUCTURE HAS EEN DESIGNED FOR THE FOLLOWING NOMINAL LOADS:. DEAD LOADS: UNIT WEIGHT OF WALL 9.6 KN/M UNIT WEIGHT OF RCC 5 KN/M UNIT WEIGHT OF PCC 4 KN/M. SUPERIMPOSED LOADS(LIVE LOADS): LIVE LOAD FOR FLOORS.0 N/MM LIVE LOAD FOR STAIRCASE.0 N/MM LIVE LOAD FOR ROOF 0.75 N/MM (not accessible). WIND LOAD: ASIC WIND SPEED (ASSUMED) 45 M/S UILDING CLASS TERRAIN CATEGORY III.4 EARTHQUAKE DESIGN DATA SEISMIC ZONE V ASIC SEISMIC FORCE RESISTING SYSTEM SPECIAL MOMENT RESISTING FRAME. MAINTAIN STRUCTURE IN STALE CONDITION DURING CONSTRUCTION.. DO NOT PLACE OR STORE UILDING MATERIALS ON CONCRETE MEMERS WITHOUT ENGINEER'S APPROVAL. D. CONCRETE. CONCRETE QUALITY SHALL COMPLY WITH IS456:000. PROJECT ASSESSMENT OF CONCRETE STRENGTH IS REQUIRED.. GRADE OF CONCRETE IS M0(:.5:) FOR ALL RCC WORKS. 4. FOR THE AOVE GRADE TO E ACHIEVED, MAXIMUM FREE WATER-CEMENT RATIO SHALL E 0.55, MINIMUM CEMENT CONTENT SHALL E KG/M AND MAXIMUM AMOUNT OF WATER SHALL E 65L FOR KG/M OF CEMENT. 5. ONLY POTALE WATER SHALL E USED FOR MIXING AND CURING, AND SHALL COMPLY TO THE REQUIREMENTS OF IS456: MECHANICALLY VIRATE CONCRETE IN THE FORM TO GIVE MAXIMUM COMPACTION WITHOUT SEGREGATION OF THE CONCRETE. 7. CURE CONCRETE AS REQUIRED Y THE CLASUE.5 OF IS456:000 AND WORK SPECIFICATIONS. 8. IN THE DRAWINGS THE EAM SIZES ARE DESIGNATED WIDTH X DEPTH (INCLUDES SLA THICKNESS IF ANY). 9. CONCRETE SIZES AS DRAWN ARE MINIMUM AND DO NOT INCLUDE APPLIED FINISHES. 0. DO NOT MAKE UNSPECIFIED HOLES OR CHASES WITHOUT ENGINEER'S PRIOR APPROVAL.. DO NOT PLACE CONDUITS, PIPES AND THE LIKE WITHIN COVER CONCRETE.. AGGREGATES SHALL COMPLY WITH CLAUSE 5. OF IS456:000. NOMINAL SIZE OF COARSE AGGREGATES SHALL E 0MM.. THE CHARACTERISTIC STRENGTH OF CONCRETE AT 8 DAYS SHALL E 0MPA. THE CONCRETE SHALL E ASSESSED AS PER THE ACCEPTANCE CRITERIA OUTLINED IN CLAUSE 6 OF IS456:000 OR ANY OTHER STATUTORY AUTHORITIES. 4. ALL FORMWORKS FOR EAMS AND SLAS ARE TO E REMOVED EFORE CONSTRUCTION OF WALLS OR OTHER PERMANENT LOADINGS. ALL FORMWORK AND ITS REMOVAL MUST E IN ACCORDANCE TO IS456: ALL FLOOR SLAS ARE REINFORCED CONCRETE SLAS.. COMPACTION OF FOUNDATION SHALL E APPROVED Y ENGINEER PRIOR TO PLACEMENT OF CONCRETE.

4 E. REINFORCEMENT. GRADE OF STEEL USED FOR RCC WORKS SHALL E FE500(TMT).. AR NOTATION GIVES THE FOLLOWING INFORMATION IN THIS ORDER:NUMER OF ARS; AR SIZE(MM); SPACING (MM, IF REQUIRED).. REINFORCEMENT IS REPRESENTED DIAGRAMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION. 4. LAP REINFORCEMENT ONLY AT LOCATIONS SHOWN IN THE DRAWINGS. LAP LENGTH SHALL COMPLY WITH IS456:000. LAP SPLICES SHALL NOT E LESS THAN THE DEVELOPMENT LENGTH IN TENSION( GENERALLY 47X Ø). 5. REINFORCEMENT SHALL NOT E CUT, ENT OR HEATED ON SITE WITHOUT ENGINEER'S PRIOR APPROVAL. 6. THE DEVIATION OF REINFORCEMENT FROM ITS SPECIFIED POSITION SHALL NOT EXCEED THE FOLLOWING(MM): 6.) TOLERENCE FOR COVER -0,+0 MM. WHERE A NEGATIVE VALUE INDICATES A DECREASE IN SPECIFIED COVER, AND POSITIVE VALUE INDICATES AN INCREASE IN COVER. 6.) TOLERENCES ON PLACING OF REINFORCEMENT: I) FOR SLAS AND STAIRCASE -0,+0MM. II) FOR EAMS COLUMNS AND FOUNDATION -5,+5 MM. 7. SPACERS AND SUPPORTS SHALL E LOCATED AT CENTRES CLOSE ENOUGH(PREFERALY NOT EXCEEDING 750MM C/C FOR COLUMN AND EAM REINFORCEMENT, AND 450MM FOR SLA REINFORCEMENT) TO PREVENT DISPLACEMENT OF REINFORCEMENT Y WORKMEN OR EQUIPMENT DURING FIXING AND SUSEQUENT CONCRETE PLACEMENT WITHIN THE TOLERENCE GIVEN IN 6 AOVE. 8. THE COVER TO THE REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL NOT E LESS THAN THE FOLLOWING EXCEPT WHERE SPECIFIED OTHERWISE: EAMS 0 MM COLUMNS 40 MM FLOOR SLAS AND STAIRCASE 0 MM FOUNDATION 50 MM 9. ENDING OF REINFORCEMENT IN EAMS AND COLUMNS SHALL COMPLY WITH THE REQUIREMENTS OF IS456: REINFORCEMENT SHALL E SUJECT TO LAORATORY TEST TO DETERMINE DUCTILE PROPERTY.. INSTALLATION OF REINFORCEMENT SHALL E COMPLETED AT LEAST 4 HOURS PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO SCHEDULED CONRETE PLACEMENT, TO ALLOW TIME FOR INSPECTION. F. TIMER. ALL STRUCTURAL TIMER SHALL CONFORM TO THE IS88.( If available use the hutanese Timber Code). MOISTURE CONTENT OF THE STRUCTURAL TIMER SHALL NOT EXCEED %.. ALL STRUCTURAL TIMER SHALL HAVE A MINIMUM ALLOWALE ENDING STRESS, Fb, OF 7MPA, A MINIMUM ALLOWALE HORIZONTAL SHEAR STRESS, Fv, OF 0.6MPA, A MINIMUM MODULUS OF ELASTICITY, E, OF 9800MPA, AND MAXIMUM UNIT WEIGHT OF 5.75 KN/M. G. FORMWORK. PROPERLY RACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCE IN ACCORDANCE WITH IS456:000.. FORMWORK SHALL COMPLY WITH CLAUSE OF IS456:000.. STRIPPING OF FORMWORK SHALL COMPLY WITH CLAUSE. OF IS456:000.

5 F F F F F F F F F F F F F F F F F F NOTES:. GROUND LEVEL REFERS TO THE LEVELLED GROUND AFTER HAVING REMOVED ALL THE TOP ORGANIC SOIL.. THE MINIMUM DEPTH OF FOUNDATION SHALL E 500MM FROM THE GROUND LEVEL.. ACK FILL SHALL E FULLY COMPACTED EFORE PLACING GROUND FLOOR CONCRETE. 4. PROPER ANCHORAGE OF EAM ARS IN EXTERIOR COLUMN SHALL E PROVIDED AS DETAILED IN DRAWING NO. STR/ IN ORDER TO ACHIEVE PROPER ANCHORAGE OF EAM ARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL E CAST ONLY UP TO /4 OF THEIR HEIGHT EFORE LAYING EAM REINFORCEMENT IN UPPER FLOOR. REFERENCE:. REFER DRG. NO. STR/0 FOR COLUMN LAYOUT PLAN. REFER DRG. NO. STR/0 FOR FOOTING & WALL FOUNDATION DETAILS. REFER DRG. NO. STR/04 FOR COLUMN DETAILS 5. REFER DRG. NO. STR/05 FOR COLUMN SPLICE DETAILS. 6. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS 7. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.

6 C C C C C C 50 C C C C C C 55 C C C C C C NOTES:. GROUND LEVEL REFERS TO THE LEVELLED GROUND AFTER HAVING REMOVED ALL THE TOP ORGANIC SOIL.. THE MINIMUM DEPTH OF FOUNDATION SHALL E 500MM FROM THE GROUND LEVEL.. ACK FILL SHALL E FULLY COMPACTED EFORE PLACING GROUND FLOOR CONCRETE. 4. PROPER ANCHORAGE OF EAM ARS IN EXTERIOR COLUMN SHALL E PROVIDED AS DETAILED IN DRAWING NO. STR/ IN ORDER TO ACHIEVE PROPER ANCHORAGE OF EAM ARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL E CAST ONLY UP TO /4 OF THEIR HEIGHT EFORE LAYING EAM REINFORCEMENT IN UPPER FLOOR. REFERENCE:. REFER DRG. NO. STR/0 FOR COLUMN LAYOUT PLAN. REFER DRG. NO. STR/0 FOR FOOTING & WALL FOUNDATION DETAILS. REFER DRG. NO. STR/04 FOR COLUMN DETAILS 5. REFER DRG. NO. STR/05 FOR COLUMN SPLICE DETAILS. 6. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS 7. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.

7 L EAM IN THE ORTHOGONAL DIRECTION COLUMN ARS (REFER DETAILS) GROUND FLOOR EAM (Refer Details) GROUND FLOOR LEVEL RL M RICK WALL PLINTH EAM REFER ARCHITECTURAL DRAWING RL ± M A A C L OF COLUMN/ FOOTING 75mm side cover 500 MIN 50 PROVIDE EXTRA COVER TO COLUMN ELOW GROUND TOP REAR (SEE TALE ELOW ) RRM IN CM (:4) 75 MM THICK PCC(::6) 50 MM THICK STONE SOLING 800 C OF COLUMN/FOOTING L TYPICAL FOOTING PLAN 50mm MIN L dt = 57Ø OF AR TYPICAL FOOTING ELEVATION (SECTION A-A) RL M D 75MM PROJECTION 00 MM CONCRETE(::4), 40mm agg. 50 MM STONE SOLING OTTOM REAR (SEE TALE ELOW ) FOUNDATION FOR INTERNAL WALL ELOW ASEMENT/PLINTH EAM AND PARTITION WALL NOTES: SAME WALL FOUNDATION DETAILS SHALL E ADOPTED FOR ALL WALLS.. FOOTING MARK F F F L FOOTING SIZE 000 D FOOTING SCHEDULE OTTOM REAR IN L-DIRECTION Ø@80 c/c Ø@50 c/c OTTOM REAR IN -DIRECTION Ø@80 c/c Ø@50c/c TOP REAR IN OTH DIRECTION 0Ø@80 c/c 0Ø@80 c/c 450 Ø@50 c/c Ø@50c/c 0Ø@80 c/c PLINTH EAM RL ± M FOOTING & WALL FOUNDATION DETAILS RICK WALL RRM IN CM (:4) REFER ARCHITECTURAL DRAWING 75 MM THICK PCC(::6) 50 MM THICK STONE SOLING FOUNDATION FOR EXTERNAL WALL ELOW ASEMENT/PLINTH EAM NOTES: REAR SIZE Ø 6Ø 0Ø 5Ø ANCHORAGEMENT LENGTH, Ldt GROUND LEVEL REFERS TO THE LEVELLED GROUND AFTER HAVING REMOVED ALL THE TOP ORGANIC SOIL.. THE MINIMUM DEPTH OF FOUNDATION SHALL E 500MM FROM THE GROUND LEVEL. ACK FILL SHALL E FULLY COMPACTED EFORE PLACING GROUND FLOOR CONCRETE. 4. PROPER ANCHORAGE OF EAM ARS IN EXTERIOR COLUMN SHALL E PROVIDED AS DETAILED IN DRAWING NO. STR/07 5. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF EAM ARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL E CAST ONLY UP TO /4 OF THEIR HEIGHT EFORE LAYING EAM REINFORCEMENT IN UPPER FLOOR.

8 COLUMN SCHEDULE ROOF LEVEL Type C Size X Main ar 8-0Ø Ties (), at splices & below the plinth level 75 c/c Ties (S) 50 c/c C X 4-5Ø+4-6Ø 75 c/c 50 c/c C X 4-5Ø+4-0Ø 75 c/c 50 c/c 4-0Ø 4-5Ø 4-5Ø Special confining zone SECOND FLOOR LEVEL Special confining zone 900 S 4-0Ø ties 8Ø 4-6Ø ties 8Ø 4-0Ø ties 8Ø SPLICING Ld 50 Non splicing zone S C C C Special confining zone 900 FIRST FLOOR LEVEL 900 TYPICAL COLUMN DETAILS SHOWING TIES Special confining zone NOTES:. ALL SPLICES TO E PROVIDED NEAR THE MIDDLE OF COLUMN.. NOT MORE THAN 50% OF COLUMN ARS SHALL E SPLICED AT ONE SECTION.. SPLICING OF COLUMN ARS AT ASEMENT AND GROUND FLOOR IS NOT PERMITTED. 4. COLUMN DETAILS IS SAME UP TO ROOF LEVEL. 5. CLOSER SPACING OF TIES OF 75 MM C/C SHOULD E PROVIDED THROUGH OUT THE COLUMN SUPPORTING STAIRCASE. 6. TIES SPACING OF 75 MM C/C SHOULD E PROVIDED IN ALL COLUMNS UP TO GROUND FLOOR. 7. COLUMN SHOULD CONTINUE TILL TIE EAM SUPPORTING TRUSSES AND EAMS. 8. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF EAM ARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL E CAST ONLY UP TO /4 OF THEIR HEIGHT EFORE LAYOUT EAM REINFORCEMENT IN UPPER FLOORS. 9. Ld = 6 MM = MM = 50 5 MM = 450 GL 50 GROUND FLOOR LEVEL 500 Non splicing zone Special confining zone Special confining zone S GL REFERENCES:. REFER DRG. NO. STR/0& 0 FOR FOOTING & COLUMN LAYOUT PLAN.. REFER DRG. NO. STR/0 FOR FOOTING & WALL FOUNDATION DETAILS.. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS. 4. REFER DRG. NO. STR/06 FOR COLUMN SPLICE DETAILS. 5. REFER DRG. NO. STR/8 FOR STAIRCASE DETAILS. COLUMN DETAILS

9 EXTERIOR EAM-COLUMN CONNECTION (REFER DETAIL ON DWG NO. STR/07) ROOF LEVEL INTERIOR EAM-COLUMN CONNECTION (REFER DETAILS IN STR/07) 50 S Special confining zone 900 SECOND FLOOR LEVEL Special confining zone MM COVER(MIN.) r SPLICING Ld 50 Non splicing zone S TYPICAL COLUMN DETAIL END RADIUS, 4Ø Special confining zone 900 FIRST FLOOR LEVEL Special confining zone 900 Rebar size 0Ø Ø Development length,ld end Radius, r 4Ø Non splicing zone Special confining zone S 6Ø 0Ø 5Ø GROUND FLOOR LEVEL GL GL NOTES: 500 Special confining zone. ALL SPLICES TO E PROVIDED NEAR THE MIDDLE OF COLUMN.. NOT MORE THAN 50% OF COLUMN ARS SHALL E SPLICED AT ONE SECTION.. SPLICING OF COLUMN ARS AT ASEMENT AND GROUND FLOOR IS NOT PERMITTED. 4. COLUMN DETAILS IS SAME UP TO ROOF LEVEL. 5. CLOSER SPACING OF TIES OF 75 MM C/C SHOULD E PROVIDED THROUGH OUT THE COLUMN SUPPORTING STAIRCASE. 6. TIES SPACING OF 75 MM C/C SHOULD E PROVIDED IN ALL COLUMNS UP TO GROUND FLOOR. 7. COLUMN SHOULD CONTINUE TILL TIE EAM SUPPORTING TRUSSES AND EAMS. 8. IN ORDER TO ACHIEVE PROPER ANCHORAGE OF EAM ARS INTO EXTERIOR COLUMNS, ALL EXTERIOR COLUMN SHALL E CAST ONLY UP TO /4 OF THEIR HEIGHT EFORE LAYOUT EAM REINFORCEMENT IN UPPER FLOORS. COLUMN SPLICE DETAILS

10 D L/ L Ld D 5 D Ld D D D 0Ø b Ld L/ D S/ D D Top splice, Ld D ottom splice, Ld b Ld NOTES : D D D D. SPLICING OF OTTOM EAM ARS SHAL E PROVIDED D AWAY FROM THE FACE OF THE COLUMN. SPLICING OF OF TOP EAM ARS SHALL E AT MID SPAN ( L/). NOT MORE THAN 50% OF EAM ARS SHALL E SPLICED AT ONE SECTION 4. STIRRUPS SPACING AT SPLICES SHALL E 75C/C 5. SPLICING LENGTH SHALL NOT E LESS THAN DEVELOPMENT LENGTH, Ld TYPICAL ARRANGEMENT OF STIRRUPS & SPLICES IN EAMS

11 EXTERIOR COLUMN COLUMN COLUMN REINFORCEMENTS 50MM (MAX) EAM EAM REINFORCEMENTS 50 MM (MAX) EAM SECONDARY EAM 50Ø PRIMARY EAM Ld = 50 MM FOR 0Ø = 450 MM FOR 5Ø = 950 MM FOR 6 Ø = 700 MM FOR Ø COLUMN TIES WITHIN THE JOINT PRIMARY-SECONDARY EAM JUNCTION DETAILS TYPICAL EXTERIOR EAM - COLUMN INTERIOR EAM - COLUMN CONNECTION DETAIL (SIDE VIEW) CONNECTION DETAIL ( SIDE VIEW) EAM EAM EAM COLUMN PCC EAM REINFORCEMENT COLUMN COLUMN 50 MM (MAX) 50 MM (MAX) COLUMN TIE PCC COLUMN REINFORCEMENT COLUMN TIE COLUMN REINFORCEMENT COLUMN TIE COLUMN REINFORCEMENT EAM AR ENT FOR ANCHORAGE EAM AR ENT FOR ANCHORAGE EAM STIRRUPS TYPICAL EXTERIOR EAM - COLUMN CONNECTION DETAIL (PLAN VIEW) TYPICAL INTERIOR EAM - COLUMN CONNECTION DETAIL (PLAN VIEW) EAM -COLUMN JUNCTION DETAILS

12 Extra PCC Extra PCC Extra PCC Extra PCC PLINTH EAM LAYOUT PLAN

13 A C D E 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø -6Ø -6Ø -6Ø F 700 S 4-Ø S S S S Ø 4-Ø 4-Ø 4-Ø L-SECTION OF PLINTH EAM ALONG GRID & (x50) A 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø -0Ø S 4-Ø 50 S 4-6Ø S S S Ø 4-Ø 4-Ø S Ø S Ø 55 L-SECTION OF PLINTH EAM ALONG GRID A,, C, D, E & F (x50) C L-SECTION OF PLINTH EAM ALONG GRID (x50) -Ø -Ø Ø 4-6Ø -6Ø 550 PCC 50 SECTION - Stirrups Details = S = D PCC 4-6Ø 4-Ø E 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø SECTION - REFERENCES: -6Ø 4-Ø 50 SECTION - -6Ø -0Ø 4-6Ø. REFER DRG. NO. STR/08 FOR PLINTH EAM LAYOUT PLAN.. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS. 4. REFER DRG. NO. STR/5 FOR STAIRCASE DETAILS. 50 F SECTION Ø 4-6Ø

14 Extra PCC Extra PCC 50 Extra PCC 55 FIRST FLOOR EAM LAYOUT PLAN

15 A C D E 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø -0Ø -0Ø -0Ø -0Ø -0Ø F 800 S S S S S Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø A L-SECTION OF FIRST FLOOR EAM ALONG GRID & (x) C D E 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø -0Ø -0Ø -0Ø -0Ø F 800 S S S S Ø 4-6Ø 4-6Ø 4-6Ø L-SECTION OF FIRST FLOOR EAM ALONG GRID (x) 4-5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø -5Ø Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø -5Ø S S 800-0Ø+-6Ø -0Ø+-6Ø S S 800-0Ø+-6Ø -0Ø+-6Ø L-SECTION OF FIRST FLOOR EAM ALONG GRID A,, E & F (x) PCC PCC -0Ø -6Ø 4-0Ø -5Ø -0Ø 4-6Ø 4-6Ø -6Ø SECTION - SECTION - SECTION - SECTION L-SECTION OF FIRST FLOOR EAM ALONG GRID C & D (x) -5Ø -0Ø -6Ø REFERENCES:. REFER DRG. NO. STR/0 FOR FIRST FLOOR EAM LAYOUT PLAN.. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS. 4. REFER DRG. NO. STR/5 FOR STAIRCASE DETAILS. Stirrups Details = S =

16 Extra PCC Extra PCC 50 Extra PCC 55 SECOND FLOOR EAM LAYOUT PLAN

17 A C D E 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø -0Ø -0Ø -0Ø -0Ø -0Ø F 800 S S S S S Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø A L-SECTION OF SECOND FLOOR EAM ALONG GRID & (x) C D E 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø 4-0Ø -0Ø -0Ø -0Ø -0Ø F 800 S S S S Ø 4-6Ø 4-6Ø 4-6Ø L-SECTION OF SECOND FLOOR EAM ALONG GRID (x) 4-5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø -5Ø Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø+-6Ø -5Ø -5Ø S S 800-0Ø+-6Ø -0Ø+-6Ø S S 800-0Ø+-6Ø -0Ø+-6Ø L-SECTION OF SECOND FLOOR EAM ALONG GRID A,, E & F (x) PCC PCC -0Ø -6Ø 4-0Ø -5Ø -0Ø 4-6Ø 4-6Ø -6Ø SECTION - SECTION - SECTION - 4 L-SECTION OF SECOND FLOOR EAM ALONG GRID C & D (x) SECTION Ø -0Ø -6Ø REFERENCES:. REFER DRG. NO. STR/ FOR SECOND FLOOR EAM LAYOUT PLAN.. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS. 4. REFER DRG. NO. STR/5 FOR STAIRCASE DETAILS. Stirrups Details = S =

18 Extra PCC Extra PCC 50 Extra PCC 55 THIRD FLOOR EAM LAYOUT PLAN

19 A 4-6Ø -6Ø 980 C D E 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø -6Ø -6Ø F 800 S S S S S Ø 4-Ø 4-Ø 4-Ø 4-Ø A 4-6Ø -6Ø 980 L-SECTION OF THIRD FLOOR EAM ALONG GRID & (x) C D E 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø -6Ø F 800 S S S S Ø 4-Ø 4-Ø 4-Ø L-SECTION OF THIRD FLOOR EAM ALONG GRID (x) 4-0Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø -0Ø Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø+-6Ø -0Ø -0Ø S 4-6Ø S Ø S 4-6Ø S Ø 55 4 L-SECTION OF THIRD FLOOR EAM ALONG GRID A,, E & F (x) PCC PCC -6Ø -6Ø 4-6Ø -0Ø 4-Ø 4-Ø 4-6Ø SECTION - SECTION - SECTION - SECTION L-SECTION OF THIRD FLOOR EAM ALONG GRID C & D (x) -0Ø 4-6Ø REFERENCES:. REFER DRG. NO. STR/4 FOR THIRD FLOOR EAM LAYOUT PLAN.. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS. 4. REFER DRG. NO. STR/5 FOR STAIRCASE DETAILS. Stirrups Details = S =

20 Extra PCC Extra PCC 50 Extra PCC 55 ROOF EAM LAYOUT PLAN

21 A C D E 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø -6Ø -6Ø -6Ø F 700 S S S S S Ø 4-Ø 4-Ø 4-Ø 4-Ø L-SECTION OF ROOF EAM ALONG GRID, & (x50) REFERENCES: 4-6Ø 4-6Ø 4-6Ø 4-6Ø -6Ø -6Ø S 4-Ø S Ø 55 PCC 50 PCC 4-6Ø 50 4-Ø SECTION - SECTION - -6Ø 4-Ø. REFER DRG. NO. STR/6 FOR ROOF EAM LAYOUT PLAN.. REFER DRG. NO. STR/07 FOR EAM- COLUMN JUNCTION DETAILS.. REFER DRG. NO. STR/06 FOR EAM SPLICE DETAILS. 4. REFER DRG. NO. STR/5 FOR STAIRCASE DETAILS. Stirrups Details = S = L-SECTION OF ROOF EAM ALONG GRID A,, C, D, E & F (x50)

22 A DOOR / WINDOW OPENING A LINTEL AND OVER OPENINGS Masonry Wall DOOR / WINDOW OPENING LINTEL AND OVER OPENINGS c c SECTION A-A -8Ø per boh -Ø 8Ø@50c/c -Ø SECTION - -Ø -Ø 8Ø@50c/c 50 -Ø -Ø 5 -Ø SECTION C-C INTERNAL NOTES :. LINTEL AND SHALL E PROVIDED FOR THE FULL LENGTH OF WALLS.. LAP LENGTH OF LINTEL AND REINFORCEMENT SHALL NOT E LESS THAN 47XØ OF AR.. LINTEL AND SHALL EXTEND FROM COLUMN TO COLUMN ENCLOSING PROJECTED WALLS 4. LINTEL AND REINFORCEMENT SHALL E PROPERLY ANCHORED TO COLUMNS. LINTEL AND DETAILS

23 0Ø AS VERTICAL REINFORCEMENT -0Ø AS VERTICAL REINFORCEMENT DETAIL A MASONRY WALL AND REINFORCEMENT 0Ø AS VERTICAL REINFORCEMENT -Ø ( OTH DIRECTIONS) 0Ø VERTICAL REINFORCEMENT -Ø DETAIL DETAIL C 450 X RCC COLUMN X VERTICAL REINFORCEMENT LINTEL AND MASONRY 450 RCC COLUMN TYPICAL LAYOUT OF VERTICAL REINFORCEMENT THROUGH PROJECTED WALLS DETAIL TYPICAL LINTEL AND DETAIL AT CORNER OVER PROJECTED EXTERNAL WALL SECTION X-X MASONRY WALL RCC COLUMN LINTEL AND REINFORCEMENT MASONRY WALL RCC COLUMN LINTEL AND REINFORCEMENT VERTICAL REINFORCEMENT -Ø X X DETAIL C RCC COLUMN LINTEL AND REINFORCEMENT DETAIL A 0Ø VERTICAL REINFORCEMENT LINTEL AND REINFORCEMENT TYPICAL LINTEL AND DETAIL AT CORNER OVER NON PROJECTED EXTERNAL WALL TYPICAL LINTEL AND DETAIL AT MIDDLE OVER NON PROJECTED EXTERNAL WALL TYPICAL LINTEL AND DETAIL AT MIDDLE OVER PROJECTED EXTERNAL WALL NOTES :. VERTICAL REINFORCEMENT SHALL E PROVIDED WITHIN WALLS WHERE WALL ARE PROJECTED OUTWARD FROM THE MAIN UILDING LINE.. VERTICAL REINFORCEMENT SHALL EXTEND FROM SECOND FLOOR SLA/EAM TO ROOF SLA/EAM.. VERTICAL REINFORCEMENT SHALL E PROPERLY ANCHORED TO FLOOR SLA/EAM AND EMEDMENT LENGTH SHALL E NOT LESS THAN 47Ø OF AR. 4. LINTEL AND SHALL CONTINUE THROUGHOUT THE LENGTH OF WALL. VERTICAL REINFORCEMENT FOR PROJECTED WALL AND LINTAL ANCHORAGE

24 MASONRY WALL SLA REINFORCEMENT -0Ø(PER OH) FIRST FLOOR LEVEL 40 CORNICE HOLDING EAM -0Ø(PER OH) ROOF EAM (REFER DETAILS) ROOF LEVEL 50 EXTRA REAR SHAPE TIMER CORNICE (REFER ARCH. DRAWINGS FOR DETAILS) -Ø -Ø COLUMN OUTSIDE FACE COLUMN INSIDE FACE FIRST LEVEL CORNICE MASONRY WALL C OF COLUMN L EXTRA REAR SHAPE C OF COLUMN L ROOF LEVEL CORNICE DETAILS MASONRY WALL COLUMN INSIDE FACE COLUMN OUTSIDE FACE EAM FACE PCC(:.5:) SLA REINFORCEMENT -0Ø(PER OH) GROUND/FIRST/SECOND FLOOR LEVEL MASONRY WALL -0Ø SLA REINFORCEMENT -0Ø(PER OH) SECOND FLOOR LEVEL 50 EXTRA REAR SHAPE NOTES & REFERENCE:. NOTIFY ENGINEERS IF CORNICE DIFFER SIGNIFICANTLY AT SITE FROM THE DETAILS GIVEN HEERIN.. REFER ARCHITECTURAL DRAWINGS FOR LOCATION 7 COVERAGE OF CORNICE. C OF COLUMN L GROUND FLOOR LEVEL CORNICE COLUMN OUTSIDE FACE C OF COLUMN L COLUMN INSIDE FACE SECOND FLOOR LEVEL CORNICE

25 Extra PCC 55 REFERENCES:. REFER DRAWING NO. STR/, STR/, STR/4 FOR SLA DETAILS.. REFER DRAWING NO. STR/5 FOR STAIRCASE DETAILS. NOTES: FLOOR SLA THICKNESS 0 MM ROOF SLA THICKNESS 00 MM NO SLA ON THE VERANDAH IN ROOF SLA

26 Y C/C C/C STAIRCASE C/C 50 X 55 X NOTES: Y FLOOR SLA THICKNESS 0 MM ROOF SLA THICKNESS 00 MM NO SLA ON THE VERANDAH IN ROOF SLA 0Ø@70 C/C REFERENCES:. REFER DRAWING NO. STR/4 FOR SLA SECTION DETAILS.. REFER DRAWING NO. STR/4 FOR TYPICAL ANCHORAGE OF SLA AR INTO EAMS.. REFER DRAWING NO. STR/5 FOR STAIRCASE DETAIL.

27 Y STAIRCASE C/C X 55 X NOTES: Y 0Ø@50 C/C REFERENCES: FLOOR SLA THICKNESS 0 MM ROOF SLA THICKNESS 00 MM NO SLA ON THE VERANDAH IN ROOF SLA. REFER DRAWING NO. STR/4 FOR SLA SECTION DETAILS.. REFER DRAWING NO. STR/4 FOR TYPICAL ANCHORAGE OF SLA AR INTO EAMS.. REFER DRAWING NO. STR/5 FOR STAIRCASE DETAIL.

28 500 (MIN) SLA EAM NOTES: C/C C/C C/C C/C C/C C/C C/C C/C TYPICAL DETAI OF ANCHORAGE OF SLA REINFORCEMENT IN EAM. FLOOR SLA THICKNESS IS 0 MM. ROOF SLA THICKNESS IS 00 MM. ADOPT SAME SECTION DETAILS FOR ALL SLAS 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C REFERENCES:. REFER DRAWING NO. STR/ & STR/ FOR TOP AND OTTOM REINFORCEMENT SECTION Y-Y. REFER DRAWING NO. STR/5 FOR STAIRCASE DETAIL. A C D E F Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@50 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C 0Ø@70 C/C SECTION X-X SLA SECTION DETAILS

29 FLOOR SLA (REFER SLA DETAILS) A 0Ø@50c/c Ø@50c/c 000 LANDING INTERMEDIATE LANDING -0Ø 50 0Ø@50c/c RISER =75 TREAD =50 WAIST SLA THICKNESS =0 NUMER OF STEPS= 8 Ø@50c/c 0Ø@50c/c SECTION ØC/C 75 0 Ø@50c/c 0Ø@50c/c LANDING A 0Ø@50 c/c Ø@50c/c Ø@50 c/c LANDING EAM DETAIL X 000 X 0Ø@50c/c Ø@50c/c 575 C D -0Ø+-6Ø -0Ø -0Ø PCC PCC -6Ø S Ø 950 SECTION - 4-6Ø SECTION - -0Ø 4-6Ø FINISHED FLOOR LEVEL FLOOR EAM ALONG GRID (REFER EAM DETAILS) SECTION A-A Ø@50c/c 0Ø@50c/c L-SECTION OF LANDING EAM Y Y STAIRCASE SECTION

30 T5 PROP T T T4 T4 T4 T4 T4 T4 T4 T T T5 PROP PROP PROP 050 T T 694 T PROP PROP T T PROP SLOPE RIDGE SLOPE SLOPE SLOPE T T T 69 PROP 94 T T 050 PROP PROP PROP 450 T T T4 T4 T4 T4 T4 T4 T4 T T

31 T T T T T

32 Top Chord A strut(inclined) D Prop C ottom Chord E Strut(Vertical) F Prop TRUSS MEMER SCHEDULE MEMER STEEL TUES SIZE SECTION THICKNESS, (mm) TOP & OTTOM CHORD 60.0 ODM, Kg/m.60 STRUT (INCLINED) STRUT (VERTICAL) PURLIN OD- Outer Diamter, M- medium 60.0 ODM, Kg/m 60.0 ODM, Kg/m 60.0 ODM, Kg/m NOTES:. ALL WELDING SHOULD E FILLET WELD OF MINIMUN 6 MM THICK. SIZE OF COMPLETE PENETRATION UTT WELD GREATER THAN EQUAL TO MEMER THICKNESS. STEEL GRADE ST5 (Yst GRADE)

33 PURLINS 0 X 80 X 6 MM PURLIN CLEAT RAFTER 8 MM WELD RAFTER PRINCIPAL RAFTER OTTOM TIE STRUTS WASHER 5MM THICK STRUT (INCLINED) STRUT (INCLINED) VERTICAL STRUT DETAIL - A WELD STRUTS INCLINED TIE kg/m (Medium) DETAIL C DETAIL OTTOM TIE STRUTS PURLIN 5.07 kg/m (Medium) 0 x80x 6 mm PURLIN CLEAT DETAIL D PRINCIPAL RAFTER 60.O kg/m (Medium) OTTOM TIE kg/m (Medium) OTTOM TIE MS Flat mm size=50mmx50mm 0mm nuts, 50 mm long and bolts (4 Nos) STRUTS WASHER 5MM THICK MS Flat mm size=50x50mm MS Flat 5x4x75mm RCC PROP MS Flat mm size=50mmx50mm 0mm nuts, 50 mm long and bolts (4 Nos) MS Flat mm size=50x50mm welded to bottom chord MS Flat 5x4x75mm RCC PROP DETAIL E DETAIL F 4nos. 0 mm nut and bolts TOP VIEW OF JOINT & C & ANCHORAGE JOINTS TRUSS CONNECTION DETAILS

34 PURLIN PURLIN 8 MM Weld ottom Chord RAFTER VERTICAL STRUT 0 x80x 6 mm PURLIN CLEAT 6mm MS steel plate welded to steel tubular rafter TIE/ OTTOM CHORD 8 MM WELD 50x50x0MM ASE PLATE VERTICAL STRUT RAFTER PURLIN-RAFTER CONNECTION DETAILS (TOP VIEW) 8Ø@75c/c 4-0Ø, 50MM LONG HIGH DENSITY NUTS & OLTS PURLIN-RAFTER CONNECTION DETAILS (SIDE VIEW) MM WELD RCC PROP 0 x80x 6 mm PURLIN CLEAT PURLIN 8 MM Weld TOP CHORD TRUSS HOLDING ASE PLATE Ø, 75MM LONG HIGH DENSITY NUTS & OLTS PURLIN-RAFTER CONNECTION DETAILS (END VIEW) NOTES:. SAME TRUSS CONNECTION DETAILS SHALL E ADOPTED IN ALL CONNECTIONS. TRUSS HOLDING DETAILS REFERENCES:. REFER DRG. NO. STR/6 FOR TRUSS LAYOUT PLAN. REFER DRG. NO. STR/8 FOR TRUSS ELEVATION. REFER DRG. NO. STR/ FOR PROP DETAILS

35 4-6Ø 50 SECTION A-A 50 OTTOM TIE MS Flat mm size=50mmx50mm on top of tie beam 0mm nuts, 50 mm long and bolts (4 Nos) STRUTS MS Flat 5x4x75mm RCC PROP FLEXILE SUPPORT DETAIL WASHER 5MM THICK MS Flat mm size=50x50mm welded to bottom chord MS Flat mm size=50x50mm placed on a RCC prop NOTES:. FOR A FLEXILE SUPPORT, HOLDING DOWN OLTS TO E TIGHT 75 %. OVAL SHAPED SOLE PLATE HOLE FOR FLEXILE SUPPORT. SAME SUPPORT DETAILS TO PROVIDED AS SHOWN IN ROOF TRUSS LAYOUT PLAN. A 8Ø@75c/c H A SOLE PLATE 4nos. 0 mm nut and bolts Oval shaped sole plate RCC PROP ASE PLATE 50 mm Sole Plate ASE/SOLE PLATE SECTION RCC PROP SOLE PLATE FOR FLEXILE SUPPORT PROP DETAILS NOTE: H= HEIGTH OF PROP (REFER ARCHITECTURAL DRAWING FOR PROP HEIGHT 50 Circular shaped Hole in ase Plate 50 4nos. 0 mm nut and bolts Circular shaped sole plate. REFER DRG. NO. STR/6 FOR TRUSS LAYOUT PLAN.. REFER DRG. NO. STR/8 FOR TRUSS ELEVATION.. REFER DRG. NO. STR/0 FOR TRUSS MEMER SCHEDULE.. REFER DRG. NO. STR/0 & STR/ FOR TRUSS CONNECTION DETAILS. 50 ASE PLATE FOR OTH FIXED/FLEXILE SUPPORT mm Thick ase Plate REFERENCES: 50 SOLE PLATE FOR FIXED SUPPORT mm Thick Sole Plate

36 SINK C/C OTHWAYS MM C/C OTHWAYS -8Ø 775 8Ø@0MM C/C OTHWAYS A KITCHEN SINK DETAIL A -8Ø KITCHEN WORK TOP DETAIL KITCHEN SLA OTTOM REINFORCEMENT PLAN NOTES:. KITCHEN SLA IS 75MM THICK. COVER TO KITCHEN SLA IS 5MM. REFER ARCHITECTURAL DRAWING FOR LOCATION OF SLA

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel