Plans 14ID0034
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Transcript of Plans 14ID0034
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP TP
1 1
GENERAL1 10
AR VERGARATITLE PAGE
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
CARIGARA , LEYTESECOND LEYTE ENGINEERING DISTRICT
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYSREPUBLIC OF THE PHILIPPINES
OFFICE OF THE DISTRICT ENGINEER
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP A
1
ARCHITECTURAL2
AR VERGARASUMMARY OF QUANTITIESDRAWING INDEX
SUMMARY OF QUANTITIES
MARK ITEM No. ITEM DESCRIPTION UNIT QUANTITY REMARKS
5
1.
404
REINFORCING STEEL
KGS.
10,921.84
2.
704 ( 3 )
MASONRY WORKS
SQ.M.
178.41
3.
900
CONCRETE WORKS
79.22
4.
1027
CEMENT PLASTER
306.46
5.ELECTRICAL ( PROVISION - ROUGHING INS )
117.00
70.77
SQ.M.
SQ.M.
CU.M.
DRAWING INDEX
SHEET 1.................. TITLE PAGESHEET 2.................. SUMMARY OF QUANTITIES AND DRAWING INDEX
SHEET 4.................. SITE DEVELOPMENT PLANSHEET 5.................. GROUND FLOOR PLANSHEET 6.................. SECOND FLOOR PLANSHEET 7.................. CONSTRUCTION NOTES
SHEET 8..................FOUNDATION PLANSHEET 9 ..................SECOND FLOOR FRAMING PLANSHEET 10 ................FOOTING AND BEAM DETAILS
SHEET 3................. LOCATION / VICINITY MAP
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
1100- 1102
6.STRUCTURE EXCAVATION
803
CU.M.
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP A
2
ARCHITECTURAL3
AR VERGARALOCATION / VICINITY MAP
LOCATION / VICINITY PLANA3 1
SCALE1 -
LOCATION MAP VICINITY MAP
CARIGARA BAY
CAPOOCAN
CARIGARA
BARUGO
JARO
PASTRANA
DAGAMI
TABON - TABON
BURAUEN
JULITA
DULAG
LA PAZ
MAYORGA
MAC ARTHUR
THIS SITE
S
N
W E
TUNGA
5
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP A
3
ARCHITECTURAL4
AR VERGARASITE DEVELOPMENT PLAN
5
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
SITE DEVELOPMENT PLANA4 1
A4 1
SCALE1 -
D4A-110
A-110D2
PLANA1 1:100 0 1 2m
DRAWING ADDRESS
SCALE
DRAWING TITLE
GRAPHICAL SCALE
A-110D2
GLASS/MIRROR
CHB WALL
METAL
ROUGH WOOD
FINISHED WOOD
CONCRETE
PLASTERCOMPACTED EARTH FILL
COMPACTED GRAVEL FILL
REVISION NUMBER (SEE REVISION AREA)
REVISION CLOUD
REFERENCE COLUMN MODULEREFERENCE
COLUMN MODULE
COLUMN REFERENCE GRID
INDICATES DIRECTION OF JOB
NORTHINDICATES DIRECTION OF TRUE NORTH
NORTH INDICATOR
NORTHPLAN
TRUE NORTH
TARGET
TARGETINDICATES DRAWING ADDRESS
INDICATES SHEET WHERE DETAIL IS DRAWN
INDICATES DRAWING ADDRESS
INDICATES DRAWING ADDRESS
DIRECTION OF SECTION CUTINDICATES
DRAWING ADDRESS
INDICATES DRAWING ADDRESS
INDICATES SHEET ELEVATION DRAWN ON
DOOR NUMBER (SEE DOOR SCHEDULE)
WINDOW NUMBER(SEE WINDOW SCHEDULE)
KEYNOTE NUMBER(SEE SHEET KEYNOTES)
DETAIL SECTION INDICATORINDICATES SHEET
ELEVATION DRAWN ON
INDICATES SHEET ELEVATION DRAWN ON
INDICATES SHEET ELEVATION DRAWN ON
INDICATES SHEET ELEVATION DRAWN ON
INDICATES DRAWING ADDRESS
INDICATES DRAWING ADDRESS
DRAWING TITLE
INTERIOR ELEVATION INDICATOR,MULTIPLE VIEWS
DOOR MARK
WINDOW MARK
KEYNOTE INDICATOR
ROOM NAME & ROOM NUMBER
COLUMN REFERENCE GRID INDICATOR
DETAIL INDICATORS
BUILDING SECTION INDICATOR
INTERIOR ELEVATION INDICATOR
EXTERIOR ELEVATION INDICATOR
KD KILN DRIED
PEJ PREFORMED EXPANSION JOINT
RD ROOF DRAIN
OSI OWNER SUPPLIED ITEMS
FV FIELD VERIFY
FE FIRE EXTINGUISHER
ELEVATIONELDOWNDN
DETAILDTL
TERMABBREVIATION
MATL MATERIAL
CMU CONCRETE MASONRY UNITCLEANOUTCO
CERAMIC TILECTCERAMICCER
CEMENT PLASTERCEM PLAS
REINFORCED CONCRETE BEAM
MTL METAL
SCHED SCHEDULE
RCBREINFORCED CONCRETERC
R RADIUSPVC POLYVINYL CHLORIDE
PC PIECE
OC ON CENTER
NTS NOT TO SCALENO NUMBER
NIC NOT IN CONTRACTMISC MISCELLANEOUS
JT JOINT
HT HEIGHT
HDCP HANDICAP / HANDICAPPED
mm MILLIMETERMIN MINIMUM
m METER
LAV LAVATORY
INT INTERIOR
HDW HARDWARE
GI GALVANIZED IRON
Ga GAUGE
FR FROM
FRP FIBERGLASS REINFORCED PLASTIC
EQUALEQ
CEILINGCLG
CLASSROOMCLRM
AREA DRAIN / CATCH BASINAD / CB
FIN
FD
FINISH/FINISHED
FLOOR DRAIN
EXTERIOREXT
DOWNSPOUTDS
CONTINUOUSCONT
CONCRETECONC
CENTER LINECL
CONCRETE HOLLOW BLOCKCHB
CEMENTCEM
BOTH WAYSBWBUILDINGBLDG
AT@
TYPVERTWCWWDW
W/W/OWD
VERTICAL
WIDTH
WITHWITHOUT
WATER CLOSET
WINDOW
WOOD
TYPICAL
GRAPHIC SYMBOLSABBREVIATIONS
MATERIALS , PLANS / SECTIONS
S
N
W E
ROOMNUMBERROOMNAME
GRIDINDICATOR
GRIDINDICATOR
GRIDINDICATOR
ELEVATIONINDICATOR
INDICATORELEVATION
SHEETNUMBERINTELEVINDICATOR
WEST
SOUTH
EAST
NORTH
ELEVATIONINDICATOR
KEYNOTEINDICATOR
SECTIONINDICATORSECTIONINDICATOR
WINDOWTYPE
DOOROPENINGMARK
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP A
4
ARCHITECTURAL5
AR VERGARAFLOOR PLAN
L E G E N D
A4 1
SCALE1 80
MATERIAL SPECIFICATIONS
GROUND FLOOR PLAN
5
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
S
N
W E
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP A
5
ARCHITECTURAL6
AR VERGARASECOND FLOOR PLAN
SECOND FLOOR PLANA5 1
SCALE1 80
L E G E N DMATERIAL SPECIFICATIONS
5
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
S
N
W E
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP S
1 4
STRUCTURAL7
AR VERGARACONSTRUCTION NOTES
STRUCTURAL DESIGN
8. STEEL PIPE YIELD STRENGTH fy= 250 MPA (36,000 PSI)
7. MASONRY REINFORCING STEEL YIELD STRENGTH fy= 275 MPA (40,000 PSI)
6. MASONRY CONCRETE GROUT COMPRESSIVE STRENGTH f'c= 13.8 MPA (2,000 PSI)
FOR BUILDING WALLS, PERIMETER FENCES AND TRENCHES 5. MASONRY ULTIMATE COMPRESSIVE STRENGTH fm'= 4.83 MPA (700 PSI)
4. COLD-FORMED STEEL YIELD STRENGTH fy= 230 MPA (33,000 PSI)
3. STRUCTURAL STEEL YIELD STRENGTH fy= 250 MPA (36,000 PSI)
2. REINFORCING STEEL YIELD STRENGTH fy= 275 MPA (40,000 PSI)
1. CONCRETE ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS f'c= 21 MPA (3,000 PSI)
C. DESIGN MATERIAL STRESSES W = 0.1375 MAXIMUM, TOTAL SEISMIC LOAD
C = 2.75 MAXIMUM I = 1.00 IMPORTANCE FACTOR V = (Z I C / Rw) W WHERE Z = 0.40 FOR SEISMIC ZONE 4 6. EARTHQUAKE FORCE
CONSIDERATION OR PORTION OF STRUCTURE UNDER Cq = PRESSURE COEFFICIENT FOR THE STRUCTURE 1.08 AT EXPOSURE C 0.63 AT EXPOSURE B GUST FACTOR COEFFICIENT Ce = COMBINED HEIGHT, EXPOSURE AND P = Ce Cq WHERE P = DESIGN WIND PRESSURE C. DESIGN WIND PRESSURE ANY FULL QUADRANT. EXTENDING 800 METERS OR MORE FROM THE SITE IN EXPOSURE C HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, 1.50 KM OR MORE FROM SITE.
% OF THE AREA EXTENDING COVERING AT LEAST 20 IRREGULARITIES, 6.0 METERS OR MORE IN HEIGHT, EXPOSURE B HAS TERRAIN WITH BUILDINGS, FOREST OR SURFACE B. EXPOSURE ZONE II 200 MPH ZONE I 250 MPH A. BASIC WIND SPEED (REFER TO 2.3A OF NSCP) 5. WIND LOAD
ROOMS 2,400 PA (50 PSF) 4. FLOOR LIVE LOAD
MASONRY WALLS 3,255 PA (68 PSF) FLOOR TILES 1,200 PA (25 PSF) PARTITIONS 960 PA (20 PSF) 3. FLOOR DEAD LOAD
TA > 60 600 PA 20 < TA < 60 700 PA TA < 20 800 PA TRIBUTARY AREA (SQM) LOAD (PA) 2. ROOF LIVE LOAD
ALL FIXTURES 96 PA (2 PSF) CEILING 240 PA (5 PSF) METAL ROOFING AND PURLINS 144 PA (3 PSF) TRUSSES 240 PA (5 PSF) 1. ROOF DEAD LOAD
B. DESIGN LOADS Rw = 8.00
AND STEEL INSTITUTE STRUCTURAL STEEL MEMBERS BY AMERICAN IRON SG 671 SPECIFICATION FOR THE DESIGN OF COLD-FORMED HOLLOW BLOCKS PNS 16 PHILIPPINE NATIONAL STANDARD FOR CONCRETE ASTM C150 / PNS 07 STANDARD SPECIFICATION FOR PORTLAND CEMENT CONCRETE ASTM C94 / PNS 46 STANDARD SPECIFICATION FOR READY-MIXED STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 STANDARD TEST METHOD FOR COMPRESSIVE AGGREGATES ASTM C33 / PNS 18 STANDARD SPECIFICATION FOR CONCRETE REINFORCEMENT ASTM 615 / PNS 49 SPECIFICATION FOR STEEL BARS FOR STEEL ALLOY ASTM 611 STEEL SHEET, CARBON, COLD-ROLLED STRUCTURAL ASTM A36 STRUCTURAL STEEL 2. GOVERNING STANDARDS
AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN, AISC 9TH EDITION MANUAL OF STEEL CONSTRUCTION, PHILIPPINES, VOLUME I NSCP 2002 EDITION NATIONAL STRUCTURAL CODE OF THE UBC 1991 EDITION UNIFORM BUILDING CODE AMERICAN CONCRETE INSTITUTE CONCRETE, ACI 318R-95 (REVISED 1995) BUILDING CODE REQUIREMENTS FOR REINFORCED 1. GOVERNING CODES
A. CODES AND STANDARDS
CONSTRUCTION NOTES
4.83 MPA (700 PSI) UNLESS OTHERWISE SPECIFIED. 3. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE HOLLOW BLOCK AT 28 DAYS SHALL BE
2. ALL CELLS SHALL BE FULLY FILLED WITH CONCRETE GROUT. SPECIFIED. (INTERLOCKING COURSE) WITH FULL MORTAR BEDDING. STACK BOND SHALL BE USED ONLY WHEN 1. ALL MASONRY WALLS/CONCRETE HOLLOW BLOCKS SHALL BE LAID IN FLEMISH BOND
D. MASONRY NOTED. 4. ALL BOLTS AND THREADED FASTENERS SHALL CONFORM WITH ASTM A-325 UNLESS OTHERWISE
UNLESS INDICATED OTHERWISE. WELDING ELECTRODES SHALL BE E70XX. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY CODE (AWS D1.1)
COMPLETION OF THE STRUCTURE EVEN IF SUCH ITEM IS NOT SHOWN ON DRAWINGS. 2. THE CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTORS ETC. FOR THE
STEEL CONSTRUCTION (AISC) MANUAL 9TH EDITION UNLESS OTHERWISE SHOWN OR NOTED. 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE AMERICAN INSTITUTE OF
C. STRUCTURAL STEEL
AND COLUMN JOINT.10. SPECIAL TIES/TRANSVERSE HOOP REINFORCEMENT SHALL BE PROVIDED WITHIN THE BEAM
EVERY 3.00M. 9. CAMBER ALL BEAMS AT LEAST 0.006M FOR EVERY 4.50M BUT IN NO CASE LESS THAN 0.019M FOR
LENGTH SHALL NOT BE LESS THAN 1.30 TIMES THE DEVELOPMENT LENGTH. 8. LAP SPLICES SHALL BE MADE WITHIN THE CENTRAL HALF OF COLUMN HEIGHT AND THE SPLICE
BE PROVIDED AT ALL SPLICES. GIRDER DEPTH FROM THE FACE OF THE COLUMN. AT LEAST TWO CLOSED STIRRUP TIES SHALL SHALL NOT BE LOCATED WITHIN THE COLUMN NOR WITHIN A DISTANCE OF TWICE THE BEAM/ 7. SPLICES REQUIRED IN THE REINFORCEMENT OF BEAMS/GIRDERS FRAMING INTO COLUMNS
SHALL BE STAGGERED WHEREVER POSSIBLE. WALLS, MASONRY WALLS AND SLABS, SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETER AND BEAMS/GIRDERS, COLUMNS AND WALLS SHALL BE SHOWN IN THE DETAILS. FOR NON-STRUCTURAL 6. BAR SPLICES SHALL BE SECURELY WIRED TOGETHER. SPLICES IN REINFORCED CONCRETE
CONCRETE OR APPLYING MORTAR OR GROUT. 5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING
LIKELY TO IMPAIR BOND WITH CONCRETE. 4. REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIALS THAT ARE
D. FOOTING 100 MM C. BEAMS/COLUMNS 80 MM B. SLAB 62 MM A. REINFORCED CONCRETE WALL 62 MM OR GROUND WITH FORM: 3. MINIMUM CONCRETE COVER FOR CORROSIVE ENVIRONMENT EXPOSED TO EARTH
C. BEAMS/COLUMNS 65 MM B. SLAB 50 MM A. REINFORCED CONCRETE WALL 50 MM OR GROUND WITH FORM: 2. MINIMUM CONCRETE COVER FOR CORROSIVE ENVIRONMENT NOT EXPOSED TO EARTH
BEAMS, GIRDERS AND COLUMNS 40 MM SLABS, WALLS AND JOISTS 20 MM C. FORMED SURFACE NOT EXPOSED DIRECTLY TO WEATHER OR EARTH OTHER BARS 50 MM
BARS OR SMALLER 40 MM D16MM B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER EXPOSED TO EARTH 75 MM A. CONCRETE CAST AGAINST AND PERMANENTLY SHALL BE AS FOLLOWS: 1. MINIMUM CONCRETE COVER TO ALL REINFORCING BARS FOR NON-CORROSIVE ENVIRONMENT
B. CONCRETE AND REINFORCING STEEL
DETAILS. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED. 7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS, SECTIONS AND
6. ALL BAR DIAMETERS AND SPACINGS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
NOTED OTHERWISE. 5. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL DRAWINGS UNLESS SHOWN OR
UNLESS NOTED OTHERWISE. 4. ALL FOUNDATIONS SHALL REST ON 50MM THICK LEAN CONCRETE AT f'c = 6.895 MPA (1000 PSI)
LOAD IMPOSED DURING CONSTRUCTION. NEW CONSTRUCTION. THIS SHALL INCLUDE BUT NOT LIMITED TO BRACING AND SHORING FOR 3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT EXISTING AND
CONDUITS AND EMBEDDED OR ATTACHED ITEMS TO CONCRETE, ET CETERA. INCLUDE THE DIMENSION AND LOCATION OF OPENINGS, GROOVES, REGLETS, PIPE SLEEVES, 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE, WHICH SHALL
ARCHITECTURAL, CIVIL, PLUMBING, ELECTRICAL AND MECHANICAL DRAWINGS. 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS, THE
A. GENERAL
4 inch. ( 100 mm. )3/4 inch. ( 19 mm. )OTHERS4000 psi ( 280 kg. / per. sq. cm. )USE HIGH EARLY STRENGHTCONCRETE.
4 inch. ( 100 mm. )3/4 inch. ( 19 mm. )CONCRETE.USE HIGH EARLY STRENGHT5000 psi ( 350 kg. / per. sq. cm. )
SLAB
4 inch. ( 100 mm. )3/4 inch. ( 19 mm. )SHEARWALL ( 300 mm. thk. ).
5000 psi ( 350 kg. / per. sq. cm. )USE HIGH EARLY STRENGHTCONCRETE.
4 inch. ( 100 mm. )3/4 inch. ( 19 mm. )( 200 mm. thk. ).SHEARWALL
CONCRETE.USE HIGH EARLY STRENGHT4000 psi ( 280 kg. / per. sq. cm. )
& SLAB. 4 inch. ( 100 mm. )3/4 inch. ( 19 mm. )4000 psi ( 210 kg. / per. sq. cm. )USE HIGH EARLY STRENGHTCONCRETE.
COLUMNS , BEAMS
4 inch. ( 100 mm. )3/4 inch. ( 19 mm. )CONCRETE.USE HIGH EARLY STRENGHT3000 psi ( 210 kg. / per. sq. cm. )
FOOTINGS
4 inch. ( 100 mm. )1 inch. ( 25 mm. )2500 psi ( 175 kg. / per. sq. cm. )ON GRADECURBS,SLAB
LOCATION 28 DAYS STRENGHT MAX. SIZE AGGREGATE MAX SLUMP
AGGREGATE AND SLUMPS AS FOLLOWS.
2. UNLESS OTHERWISE SPECIFIED ALL CONCRETE SHALL DEVELOP COMPRESSIVE STRENGHTAT THE END OF TWENTY EIGHT ( 28 ) DAYS WITH CORRESPONDING MAXIMUM SIZE
AMERICAN CONCRETE INSTITUTE ( ACI- 318 ). 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING CODE OF
E. CONCRETE & REINFORCEMENT
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SHORINGS AND BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.
FABRICATION.PRE- CAST CONCRETE ETC., SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL BEFORE
2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STEEL,MISCELLANEOUS IRON,
D. GENERAL
1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISESHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
3. FABRICATOR SHALL SUBMIT SHOP DRAWING FOR APPROVAL OF THE ENGINEER AND THE OWNER FOR FABRICATION.
2. WELDING SHALL CONFORM TO AWS STANDARDS.
1. ALL STRUCTURAL STEEL SHALL CONFORM ASTMA - 36 Fy 36000 PSI.
G. STRUCTURAL STEEL
SHORTER SPAN AND 14 MM. FOR EVERY 2000 MM. OF SLABS CANTILEVER SPAN. 2. UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS CAMBER ALL R.C. 8 MM. PER 3000 MM. OF
CLEAR SPAN.
F. CAMBER REQUIREMENTS
1. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS CAMBER ALL R.C. BEAMS AT LEAST 10 MM. FOREVERY 4000 MM. OF CLEAR SPAN EXCEPT CANTILEVERS WHICH SHALL BE 50 MM. FOR EVERY 3000 MM. OF
TO EARTH BUT POURED AGAINSTDIRECTLY AGAINST EARTH ..........................................3 IN. ( 75 MM. )
FORMS
WHERE CONCRETE IS EXPOSED ...............................2 IN. ( 50 MM. )TO EARTH BUT POURED AGAINST
COLUMN TIES BEAM STIRRUPS AND ...................................................1 1/2 IN. ( 38 MM. )
WALLS ABOVE GRADE .................................................1 IN. ( 25 MM. )
SLAB ON GRADE ...........................................................1 1/2 IN. ( 38 MM. )
SUSPENDED SLABS .......................................................3/4 IN. ( 19 MM. )
5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS :
FOR LARGER BARS SHALL BE WELDABLE. 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A165 ( PNS 49 ) GRADE 40 FOR 12 MM. DIA. AND SMALLER BARS AND GRADE 60
4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING REINFORCEDCONCRETE STRUCTURES SHALL BE ADHERED TO, UNLESS OTHERWISE SHOWN OR NOTED.
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP S
2 4
STRUCTURAL8
AR VERGARAFOUNDATION PLAN
L E G E N D
MATERIAL SPECIFICATIONS
S2 1
SCALE1 80FOUNDATION PLAN
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
S
N
W E
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP S
3 4
STRUCTURAL9
AR VERGARASECOND FLOOR FRAMING PLAN
L E G E N D
MATERIAL SPECIFICATIONSROOF FRAMING
S3 1
SCALE1 80SECOND FLOOR FRAMING PLAN
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
S
N
W E
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE 10
SHEET CONTENT : CAD PREPARED BY :
CHECKED BY :
SHEET NO.SET NUMBER:
CP S
4 4
STRUCTURAL
AR VERGARAFOOTING AND BEAM DETAILS
NOTE : THIS DRAWINGS AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS , 2ND DISTRICT AND AS SUCH MUST NOT BE REPRODUCED OR COPIEDIN PART OR IN WHOLE WITHOUT THE PERMISSION , ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYSOFFICE OFTHE DISTRICT ENGINEERLEYTE SECOND ENGINEERING DISTRICT
CARIGARA , LEYTE
PROJECT TITLE / LOCATIONFROM THE OFFICE OF : RECOMMENDING APPROVAL: APPROVED:
ARCHIMEDES R. VERGARAARCHITECT II
CESAR V. MAKABENTAENGINEER II
NORBERTO P. BOCOCHIEF , PLANNING AND DESIGN SECTION
JOEL MELCHOR R. BOCOASST. DISTRICT ENGINEER
CARLOS G. VELOSODISTRICT ENGINEER
REVIEWED BY : SUBMITTED BY :DESIGNED BY:
PLAN FOR THE CONSTRUCTION OF
MULTI - PURPOSE BUILDING
( MUNICIPAL BUILDING )
TABON - TABON , LEYTE
TYPICAL FOOTING DETAIL
SCALE 1: 40 M.
TYPICAL RC SLAB DETAIL
SCALE 1: 40 M.
SECTION DETAIL
TYPICAL RC BEAM DETAIL
SCALE 1: 40 M.
SECTION DETAIL
10 10