Plans 14ID0034

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SHEET NO.SET NUMBER:

CP TP

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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






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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



CARIGARA , LEYTE











TABON - TABON , LEYTE 10

1100- 1102

6.STRUCTURE EXCAVATION

803

CU.M.


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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



CARIGARA , LEYTE













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ARCHITECTURAL4

AR VERGARASITE DEVELOPMENT PLAN

5


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


DIRECTION OF SECTION CUTINDICATES

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






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


CARIGARA , LEYTE













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ARCHITECTURAL5

AR VERGARAFLOOR PLAN

L E G E N D

A4 1

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MATERIAL SPECIFICATIONS

GROUND FLOOR PLAN

5



CARIGARA , LEYTE








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AR VERGARASECOND FLOOR PLAN

SECOND FLOOR PLANA5 1

SCALE1 80

L E G E N DMATERIAL SPECIFICATIONS

5



CARIGARA , LEYTE








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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.



CARIGARA , LEYTE













CHECKED BY :


CP S

2 4

STRUCTURAL8

AR VERGARAFOUNDATION PLAN

L E G E N D

MATERIAL SPECIFICATIONS

S2 1

SCALE1 80FOUNDATION PLAN



CARIGARA , LEYTE








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CP S

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STRUCTURAL9

AR VERGARASECOND FLOOR FRAMING PLAN

L E G E N D

MATERIAL SPECIFICATIONSROOF FRAMING

S3 1

SCALE1 80SECOND FLOOR FRAMING PLAN



CARIGARA , LEYTE








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STRUCTURAL

AR VERGARAFOOTING AND BEAM DETAILS



CARIGARA , 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

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