CONSTRUCTION NOTES

VERTICAL BARS BENT

IN A. U-FORM LIKE
STIRRUPS.

DESIGN CRITERIA
2-20Ø FOR t>250mm
2-16Ø FOR t=152mm
A. REFERENCE CODE: D. NOTES ON FOUNDATION UP to 228mm
NATIONAL STRUCTURAL CODE OF THE PHILIPPINES, VOLUME 1, 2015 EDITION TABLE-2 DEVELOPMENT LENGTH, Ld, in TENSION 2-12Ø FOR t<127mm
1. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESURE OF 300 KPa ( 6265 psf ) AT
B. LOAD: f'c = 27.60 MPa A MINIMUM DEPTH OF 1.50 METERS FROM THE NATURAL GRADE LINE. CONTRACTOR SHALL REPORT IN
(4,000psi) WRITING TO THE STRUCTURAL ENGINEER ON THE ACTUAL SOIL CONDITIONS UNCOVERED AND CONFIRM
A.1 DEAD LOADS BAR SIZE
(mm) OTHER ACTUAL BEARING CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE.
a. WALLS TOP BARS (WALL THICKNESS)
EXTERIOR WALL (6" CHB) = 3.30 kPa BARS
2. NO FOOTING SHALL REST ON FILL. FOOTINGS FOR CHB WALLS AND OTHER MINOR STRUCTURES SHALL
INTERIOR WALL (4" CHB) = 3.17 kPa 16 550 425 BE EMBEDDED AT LEAST 750mm FROM THE NATURAL GRADE LEVEL,
b. FLOOR FINISHES
PLAIN CEMENT = 1.10 kPa 20 700 530 3. PROVIDE TEMPORARY REMOVAL OF WATER FROM ANY SOURCE DURING CONSTRUCTION. DEWATERING
SHALL BE CAREFULLY AND PROPERLY PERFORMED TO AVOID DISTURBING THE FOUNDATIONS AND SECTION
c. CEILING 25 1300 984 OPENINGS IN R.C. WALLS
SLAB BEARING SURFACES.
1/4" PLYWOOD = 0.20 kPa
d. MATERIALS 28 1600 1200
4. CONTRACTOR SHALL DESIGN, INSTALL AND MONITOR EXCAVATIONS RETENTION SYSTEMS, AS REQUIRED FOR
FIGURE 4
CONCRETE = 24.0 kN/cu.m
6. TOP BARS ARE HORIZONTAL BARS WITH AT LEAST 300 mm OF CONCRETE CAST BELOW IT. PROTECTION OF ADJACENT PROPERTIES AND PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY TO
STEEL = 77.3 kN/cu.m
MINIMIZE SETTLEMENT AND PREVENT DAMAGE TO ADJACENT EXISTING OR NEW CONSTRUCTION.
SOIL = 17.3 kN/cu.m
5. PREPARE CONDITIONS OF CONCRETE SUPPLY AND PLACEMENT OF THE
A.2 LIVE LOADS
COMPLETE FOUNDATION FOR THE FULL THICKNESS AS A CONTINUOUS MONOLITHIC CASTING.
BASIC FLOOR AREA (HOSPITAL)
WARDS & ROOMS = 1.90 kPa
6. SEE TYPICAL DETAIL OF LIMITING SLOPE OF ADJACENT FOOTING AT DIFFERENT ELEVATION.
G. NOTES ON MASONRY WALLS
LABORATORIES AND OPERTAING ROOMS
CORRIDORS ABOVE GROUND FLOOR
=
=
2.90 kPa
3.80 kPa
TABLE-3 (REFER TO FIGURE 2)
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE
BALCONIES = 2.90 kPa DEVELOPMENT LENGTH, LD, IN TENSION FOR R.C. GIRDERS STANDARDS AND SPECIFICATIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND
EXIT FACILITIES = 4.8 kPa UNIFORM BUILDING CODE.
ROOF LIVE LOAD (OPEN SPACE) = 1.9 kPa (PRISMATIC & NON-PRISMATIC)
fc' = 27.60 MPa 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 GRADE N.
A.3 SEISMIC LOADS
BAR SIZE
ZONE = 4 (mm) TOP BARS BOTTOM BARS 3. MORTAR AND GROUT FOR ALL REINFORCED MASONRY SHALL CONFORM TO ASTM 270-TYPE M
TYPE OF SEISMIC SOURCE = TYPE A (mm) (mm) AND SHALL HAVE A MINIMUM 28-DAYS STANDARD CYLINDER COMPRESSIVE OF 21 MPa
IMPORTANCE FACTOR, I = 1.5 ESSENTIAL FACILITIES (3000 PSI)
DUCTILITY COEFFICIENT, R = 8.5 (SPECIAL R.C. MOMENT FRAME)
16Ø 550 550
SOIL PROFILE = SD 4. ALL MASONRY WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE
20Ø 700 700 OF CONCRETE HOLLOW BLOCK REINFORCEMENT UNLESS OTHERWISE INDICATED IN THE PLANS.
A.4 WIND LOAD
25Ø 1300 1300
ZONE = 1 5. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH
28Ø 1600 1600 CONCRETE GROUT
WIND VELOCITY = 320
OCCUPANCY = ESSENTIAL FACILITIES
SURFACE ROUGHNESS CATEGORY = TYPE B 32Ø 2000 2000 6. FOR TYPICAL CONNECTION DETAILS ON MASONRY UNITS, REFER TO FIGURES 5, 6 & 7
DETAIL OF LIMITING SLOPE RESPECTIVELY.
36Ø 2450 2450
A. GENERAL NOTES: OF ADJACENT FOOTINGS
NOTE: FOR BUNDLE BARS (3 OR MORE BUNDLES) MULTIPLY ABOVE TABLE BY 1.3
1. IN THE INTERPRETATION OF THESE DRAWINGS, INDICATED DIMENSIONS SHALL GOVERN AND DISTANCES OR SIZES SHALL NOT
BE SCALED FOR CONSTRUCTION PURPOSES.
FIGURE 2 TABLE-6
2. THE CONTRACTOR SHALL COORDINATE WITH THE AR, ME, SE, EE, AND OTHER UTILITIES AND EQUIPMENT PLANS FOR THE EXACT SCHEDULE OF CONCRETE HOLLOW BLOCK REINFORCEMENT
SIZE, NUMBER AND LOCATIONS OF ALL SLEEVES OR OPENINGS THRU FLOOR SLABS, BEAMS AND WALLS AND ALSO BUILDING
DIMENSIONS.

3. ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI - 318 - 05 BUILDING CODE, AND ALL
7. THE REQUIRED LENGTH OF LAP FOR COMPRESSION SPLICES SHALL BE AS SHOWN IN TABLE 4.
E. NOTES ON SLAB-ON-GRADE
STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS (LATEST EDITION) IN SO FAR AS THEY
A. MINIMUM LAP SPLICES = 30 DIA.
DO NOT CONFLICT WITH THE LOCAL BUILDING CODE REQUIREMENTS. 1. THE SOIL SUBGRADE AND FILL LAYERS BELOW ALL SLABS ON GRADE, PAVING AND PIT SLABS SHALL
TABLE-4 LENGTH OF LAP COMPRESSION SPLICES(mm) BE MECHANICALLY COMPACTED IN LAYERS TO A MINIMUM OF 95 PERCENT OF THE MODIFIED 100 10 Ø @ 600mm o.c. 10mm at 400mm O.C.
B. PROVIDE 1-16O VERTICAL BAR @
CORNERS, INTERSECTIONS, END OF WALLS,
4. ALL SLABS, BEAMS, GIRDERS AND OTHER STRUCTURAL ELEMENTS WHICH ARE NOT INDICATED, DETAILED, DESIGNATED OR BAR SIZE f'c = 27.60 MPa PROCTOR DENSITY,PER ASTM D1557. AND EACH SIDE OF OPENING.
INADVERTENTLY OMITTED BUT ARE NECESSARY TO BE COORDINATED WITH ARCHITECTURAL AND OTHER ALLIED ENGINEERING (mm) (4,000psi)
C. WHERE CHB WALLS ADJOIN COLUMNS
PLANS AS WELL AS TO COMPLETE THE STRUCTURAL WORKS IN ACCORDANCE WITH THE INTENT OF THE PLANS AND 2. ALL SLABS-ON-GRADE SHALL BE PROVIDED WITH A MINIMUM OF 100mm THK. COMPACTED CLEAN RC BEAMS & WALLS DOWELS WITH THE
16 300
SPECIFICATIONS SHALL BE BROUGHT UP DURING PRE-BIDS/MEETINGS/ NEGOTIATIONS. IT IS UNDERSTOOD THAT THE COARSE SAND BED. SAME SIZE AS VERTICAL OR HORIZONTAL
CONTRACTOR HAS PROVIDED AND INCLUDED ALL THESE ITEMS IN THEIR BID. 20 360 REINFORCEMENT SHALL BE PROVIDED.
3. UNLESS OTHERWISE NOTED, ALL BEDDED SLABS SHALL BE REINFORCED WITH 10mm BARS AT 150 12 Ø @ 600mm o.c. 12mm at 400mm O.C. D. LINTEL BEAMS SHALL BEAR AT LEAST
25 450
5. THE BIDDER/CONTRACTOR SHALL COORDINATE THE PLANS WITH ALL SECTIONS & DETAILS & ALL ARCHITECT / ENGINEERING 300mm O.C. EACHWAY AT THE CENTER OF SLAB. 16 INCHES (400 mm) ON EACH SIDE OF
PLANS TO COMPLETE ALL WORKS IN ACCORDANCE WITH THE INTENT/REQUIREMENTS OF THE PROJECT. ANY DISCREPANCY 28 500 MASONRY WALL OPENING.
SHALL BE BROUGHT UP DURING THE PRE-BID/MEETING/NEGOTATIONS. IT IS UNDERSTOOD THAT THE CONTRACTOR PROVIDED 4. PLACE CONCRETE FOR ALL SLABS-ON-GRADE IN CHECKERBOARD FASHION BETWEEN CONSTRUCTION
AND INCLUDED ALL THESE ITEMS IN THEIR BID. 32 570
JOINTS IN AREAS NOT TO EXCEED 300 SQ. METERS WITH A MINIMUM OF 24 HOURS BETWEEN
36 650 ADJACENT AREAS OF PLACEMENT.CONSTRUCTION JOINTS SHALL NOT BE FARTHER APART THAN 8.00
6. IN CASE OF DISCREPANCY BETWEEN THE PLANS AND SPECIFICATIONS, THE STRICTER SHALL GOVERN. METERS IN ANY DIRECTION. ALL SLABS ON GRADE SHALL BE SAW CUT ON EACH GRID LINE AND
MID BAY LINE (IN BOTH DIRECTIONS) WITHIN 24 HOURS AFTER CASTING.
8. A FULL WELDED SPLICES SHALL HAVE BARS BUTTED AND WELDED TO DEVELOP IN TENSION AT LEAST
7. THE CONTRACTOR SHALL VERIFY/VALIDATE ALL DIMENSIONS, MEASUREMENTS AND INFORM THE ENGINEER FOR ANY
DISCREPANCY PRIOR TO CONSTRUCTION. 125 PERCENT OF THE SPECIFIED YIELD STRENGTH fy, OF THE BAR. (SEE FIGURE 1)

F. NOTES ON CONCRETE WALLS CONCRETE POST

B. NOTES ON CONCRETE MIXES AND PLACING 1. ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL REINFORCEMENT
UNLESS OTHERWISE INDICATED IN THE PLANS. (REFER TO TABLE-5) CONT. L-SHAPED DOWEL
1. UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN THE SPECIFICATIONS THE MINIMUM 28-DAYS CYLINDER COMPRESSIVE
STRENGTH OF CONCRETE f'c, SHALL BE AS FOLLOWS:
CONCRETE POST
1.1 FOOTINGS, TIE BEAMS, PEDESTALS, COLUMNS, BEAMS GIRDERS, 28.00 MPa. (4000 psi)
SUSPENDED SLABS, STAIR WALLS & ELEVATOR WALLS FOR SIZE AND SPACING
TABLE-5 SCHEDULE OF WALL REINFORCEMENT OF HOR. & VERT. BARS
SEE SCHEDULE OF CONCRETE
1.2 SLAB-ON-FILL 21.00 MPa. (3000 psi) HOLLOW BLOCK REINFORCEMENT. FOR SIZE AND SPACING
OF HOR. & VERT. BARS
WELDING OF REINFORCING CHB WALL SEE SCHEDULE OF CONCRETE
1.3 PARAPET WALL, CURBS, GUTTER, SIDEWALKS, LINTEL BEAM, 21.00 MPa. (3000 psi) TO BE IN ACCORDANCE W/ HORIZONTAL BAR AT CENTER HALLOW BLOCK REINFORCEMENT
100 10mm at 250 o.c. 10mm at 300 o.c. VERTICAL BARS STAGGERED OUTSIDE
& OTHER NON STRUCTURAL ELEMENTS (TRELLIS), STAIR ON FILL, AND RAMPS SPECIFICATION AWS D12-1
FULL PENETRATION BUTT WELD 125 10mm at 200 o.c. 10mm at 250 o.c. DITTO
1.4 LEAN CONCRETE. 17.0 MPa. (2500 psi) 150 12mm at 288 o.c. 12mm at 250 o.c. DITTO
CHB WALL
175 20mm at 250 o.c.e.f. 12mm at 200 o.c.e.f. DITTO
2. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION, RE-HANDLING OR FLOWING. PLACING SHALL BE
DONE PREFERABLY WITH BUGGIES, BUCKETS OR WHEEL BARROWS.
CORNER WALL
BOTH FACES HORIZONTAL SHALL
200 10mm at 288 o.c.e.f. 10mm at 250 o.c.e.f.
NO CHUTES WILL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM HOPPERS TO BUGGIES, WHEEL BARROWS OR
BUCKETS, IN WHICH CASE, THEY SHALL NOT EXCEED SIX THOUSAND (6000mm) IN AGGREGATE LENGTH.
BE OUTSIDE
(a)
TYPICAL WELDED SPLICE DETAILS
CHB WALL INTERSECTION WALL
3. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS UNLESS AUTHORIZED IN WRITING BY THE FOR BARS 25Ø TO 36Ø
STRUCTURAL ENGINEER AND ONLY FOR UNUSUAL CONDITIONS WHERE VIBRATION IS EXTREMELY DIFFICULT TO ACCOMPLISH.
(b)
FIGURE 1 2. REINFORCING BARS SHALL HAVE 25mm MINIMUM CLEAR DISTANCE FROM WALL FACE EXCEPT FOR WALLS
DEPOSITED AGAINST THE GROUND WHERE A MINIMUM OF 63mm SHALL BE PROVIDED AND FOR EXPOSED
C. NOTES ON REINFORCING STEEL BARS FACES OF FORMED WALLS WHERE THE MINIMUM SHALL BE 50mm, CLEAR FOR BARS LARGER THAN
FOR SIZE AND SPACING
DOWEL BARS TO MATCH
9. ALL WELDING OF REINFORCEMENT SHALL CONFORM TO THE PROVISIONS OF THE STRUCTURAL WELDING 16mm, AND 38mm FOR 16mm BARS OR SMALLER. CHB HOR. BARS
OF HOR. & VERT. BARS
CODE-REINFORCING STEEL, ANS D1.4
SEE SCHEDULE OF CONCRETE
1. ALL REINFORCING STEEL BARS SHALL BE NEW BILLET, HOT ROLLED, WELDABLE, DEFORMED BARS CONFORMING TO THE LATEST 3. CARRY VERTICAL BARS AT LEAST 600mm ABOVE FLOOR LEVEL TO PROVIDE FOR SPLICES WHEN HALLOW BLOCK REINFORCEMENT
10. A FULL MECHANICAL CONNECTION (REBAR SPLICER) SHALL DEVELOP IN TENSION OR COMPRESSION,
DPWH STANDARD SPECIFICATION WHOSE GRADE IS SHOWN ON TABLE 1. NECESSARY. STOP AT 50mm BELOW TOP OF THE SLAB OR SOLID BAND WHERE THE WALLS END.
AS REQUIRED, 125 PERCENT OF THE SPECIFIED YIELD STRENGTH fy, OF THE BAR. IF USED, SUBMIT
SAMPLE FOR APPROVAL OF THE STRUCTURAL ENGINEER. HORIZONTAL AND VERTICAL BARS SHALL BE SPLICED BY LAPPING A DISTANCE EQUAL TO 40 DIAMETER
AND WIRED SECURELY WITH NO. 16 G.I. WIRE PROVIDED THAT SPLICES IN ADJACENT BARS
TABLE-1 ARE STAGGERED AT LEAST 1520mm ON CENTER. (See FIGURE 3) (d)
11. CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS:
GRADE BAR DIAMETER
1) CONCRETE CAST AGAINST EARTH - 75 mm 400
GRADE 415 (fy = 60 ksi) 16Ø & ABOVE
GRADE 275 (fy = 40 ksi) 12 Ø & SMALLER 2) CONCRETE EXPOSED TO EARTH OR WEATHER-
CHB R. C. COLUMN OR WALL
20 mm TO 36 mm BARS - 50 mm
16 mm BARS AND SMALLER - 40 mm
FOR 12mm BARS USED IN PEDESTAL & GRND-SECOND FLR. COLUMNS USE GRADE 415 2-12Ø BARS
( fy = 60 Ksi )
3) CONCRETE NOT EXPOSED TO EARTH OR WEATHER- INTERSECTING R.C. COLUMN OR WALL
10ØTIES @ 200 O.C.
2. THE SUPPLEMENTARY REQUIREMENTS OF WELDABLE DEFORMED REINFORCING BARS SHALL BE AS FOLLOWS: SLABS, WALLS, JOINTS - 20 mm (e)
BEAMS AND COLUMNS - 40 mm
2.1 THE MAXIMUM YIELD STRENGTH OF WELDABLE BARS = 540 MPa. 2-12Ø BARS
d d 6d OR 6d
2.2 THE TENSILE STRENGTH SHALL NOT BE LESS THAN 1.25 TIMES THE ACTUAL YIELD STRENGTH. 63mm 150 100
D

63 OR
D

mm

3-12Ø VERT. BARS

3. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS, SECURED IN
THE REQUIRED LOCATION IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF
12d
4d OR
d
d FIGURE 3 W/ 10Ø TIES AT
150 O.C. (2/SET)

400

400
THE BUILDING CODE AND THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI -315. 63mm TYP. SECTION OF ALTERNATELY PLACED.
4. UNLESS OTHERWISE NOTED IN THE PLANS ALL OPENINGS IN WALLS 250mm OR THICKER SHALL BE
LINTEL BEAM ON
D

D REINFORCED AROUND WITH 2-20mm BARS, FOR 225mm-, 200mm-, 175mm-, 150mm THICK
4. ALL REINFORCING BARS SHALL BE CLEANED THOROUGHLY OF ALL LOOSE RUST, SOIL OR OTHER MATERIAL IMMEDIATELY PRIOR PIN DIAMETER D = 4d FOR 16mmØ AND SMALLER WALLS, USE 2-16mm BARS. FOR 125mm THICK WALLS, USE 2-12mm BARS. (See FIGURE 4)
TO PLACING CONCRETE.
D = 6d FOR 10mmØ THRU 25mmØ
D = 5d FOR 20mm AND 25mmØ
CHB WALL 6-12Ø VERT. BARS
D = 8d FOR 30mm THRU 36mmØ W/ 10Ø TIES AT
5. THE REQUIRED LENGTH OF LAP FOR TENSION SPLICES IS BASED ON THE DEVELOPMENT LENGTH, Ld, SHOWN IN TABLE 2 AND ALL WALLS OPENING SHALL HAVE VERTICAL REINFORCEMENT BENT TO A U-FORM 150 O.C. (2/SET)
SIZES FOR STIRRUPS AND TIE HOOKS LIKE STIRRUPS AND SPACED ACCORDING TO THE SCHEDULE UNLESS OTHERWISE NOTED.
TABLE 3 FOR RC BEAMS AND GIRDERS, RESPECTIVELY AND ON THE FOLLOWING CLASSIFICATIONS:
(REFER TO SECTION 1 ON FIGURE 4) TYPICAL CONNECTION DETAILS OF
TENSION SPLICE CLASSIFICATION SPLICE LENGTH
CLASS A 1.0 Ld NOTES : ALL CONCRETE WORKS SHALL BE REINFORCED WITH BARS OF AREA AT LEAST EQUAL TO THAT CONCRETE MASONRY UNITS TYPICAL DETAIL OF 100 & 150
SPECIFIED IN ACI 318-89 BUILDING CODE.
CLASS B 1.3 Ld BENDS AND HOOKS IN STIRRUPS OR TIES MAY BE BENT TO THE DIAMETER OF THE AT COLUMN AND/OR WALLS CHB CONCRETE POSTS
REINFORCING BAR CLOSED THEREIN .
FIGURE 5 FIGURE 6

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 1
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 5. PROVIDE EXTRA REINFORCEMENT FOR CORNER SLAB (TWO ADJACENT DISCONTINUOUS EDGES) AS SHOWN
1-16Ø BAR
BELOW AND AT ENDS AND CORNERS OF SHEAR WALL (See FIG. 10)

5-10mm BARS AT 200mm

J. NOTES ON BEAMS AND GIRDERS
DOOR JAMB O.C. (BOTTOM BARS)
1. UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL BEAMS AT LEAST 6mm FOR
EVERY 4500mm OF SPAN EXCEPT FOR CANTILEVERS FOR WHICH THE CAMBER SHALL BE AS NOTED IN
IN THE PLANS OR AS ORDERED BY THE STRUCTURAL ENGINEERS BUT IN NO CASE LESS THAN 19mm
POURED CONCRETE BEAM FOR EVERY 3000mm OF FREE SPAN.
SECTION
2. IF THERE ARE TWO OR MORE LAYERS OF LONGITUDINAL REINFORCING BARS IN A BEAM OR GIRDER, STANDARD
USE SEPARATORS OF A SIZE NOT LESS THAN 25mm BARS SPACED ABOUT 900mm ON CENTER. IN NO 90 - DEG HOOK
CASE SHALL THERE BE LESS THAN TWO (2) SEPARATORS BETWEEN LAYERS OF BARS.

3. LONGITUDINAL REINFORCING BARS SHALL BE PLACED SYMMETRICALLY ABOUT THE VERTICAL CENTER
LINE OF THE BEAM OR GIRDER SECTION WHERE POSSIBLE WITH UPPER LAYER BARS PLACED DIRECTLY
5-10mm BARS AT 200mm
ABOVE THOSE IN THE BOTTOM LAYER.
O.C. (TOP BARS) 1st INTERIOR SPAN
EXTERIOR SPAN
4. MINIMUM CONCRETE PROTECTION OF REINFORCING BARS OR SHAPES SHALL BE AS SHOWN IN FIGURE 13. EXTERIOR INTERIOR
COLUMN COLUMN
SUPPORT SUPPORT
CORNER SLAB
10Ø STIRRUPS 6. SEE MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR ALL SUSPENDED AND
at 150 o. c. EMBEDDED PIPING CONDUITS DUCTWORK EQUIPMENT ETC.
38mm CLEAR MINIMUM TYPICAL BAR DETAILS FOR PRISMATIC GIRDERS
7. UNLESS OTHERWISE NOTED, EMBEDDED CONDUITS SHALL BE RUN GENERALLY AT MID-BAY AND DISTANCE TO MAIN
REINFORCEMENT
400

PARALLEL CONDUITS SHALL BE AT THREE DIAMETERS ON CENTER. CONDUIT SIZE NOT EXCEED
1/4 OF THE SLAB THICKNESS AND SHALL BE LOCATED AT MID THICKNESS OF THE SLAB. FIG. 16
CHB WALL
OPENING
CHB WALL I. NOTES ON COLUMNS 25mm CLEAR
MIN.
38mm CLEAR MIN.
FOR BEAM OR 19mm EACH 25Ø, 28Ø &
CLEAR MIN. FOR JOIST 32Ø BOTTOM BARS
2-12Ø TOP BARS 1-12Ø 12Ø HANGER TIES FOR
1. WHERE COLUMNS CHANGE IN SIZE, VERTICAL REINFORCEMENTS SHALL BE OFFSET AT A SLOPE NOT
400

10ØSTIRRUPS MORE THAN 1 IN 6. PROVIDE TRANSVERSE REINFORCEMENT AS PER ITEM E BELOW FOR JOINTS WITH
@ 150 O.C 25mm SEPARATORS
1-12Ø BAR OFFSETS. (AS SHOWN ON FIGURE 11) EACH AT 900mm O.C.
2-12ØBOT. BARS
150 100
STAGGERED BUTT-
1-16Ø VERT. WELDED SPLICES FIG. 13
BARS (TYP.) FOR COLUMN BARS L/4 LOCATION OF L/4
PIPE SLEEVE
FIN. FLR. LVL. SHOULD BE WITHIN THIS
REGION
FLR. LEVEL
TYPICAL DETAIL OF 100 & 150 BEAM REINFORCING BARS BOTH TOP AND BOTTOM, TERMINATING IN A WALL, SHALL EXTEND AT THE
MOST 50mm FROM THE FAR FACE OF THE WALL AND SHALL TERMINATE IN A STANDARD 90° HOOK.
LINTEL BEAMS AND TYPICAL DETAILS ELEVATION 1 in 6 OFFSET

H/2
AT DOOR OPENING 1 in 6 OFFSET
MAXIMUM 5. WHEN A BEAM CROSSES A GIRDER, REST BEAM BARS ON TOP OF THE GIRDER BARS. PROVIDE
ADDITIONAL TIES AS SHOWN IN FIGURE 14 WHEN BEAMS OF DIFFERENT TOP ELEVATIONS CROSS A GIRDER.

H
MAXIMUM
FIGURE 7
NOMINAL MAXIMUM SIZE =
200mm Ø OF PIPE SLEEVE
1-25Ø

3-16Ø EXTRA BARS TOP BARS USE Ø20mm BARS FOR

LINTEL BEAM (TYP.) 2 - 12Ø STR. BARS
LOCATE AT MID-HEIGTH BEAM WIDTH OF 250 Ømm

150mm (MAX.)
OF EVERY CHB WALL OR THICKER (EACH FACE)
OR SPACE A MAXIMUM L USE Ø16mm BARS FOR
400

OF 3000mm O.C.
10Ø TIES at 300mm O.C. TYPICAL SPLICE & OFFSET DETAIL OF COLUMN BARS BEAM WIDTH OF 200mm
OR LESS. (EACH FACE)

2 - 12Ø STR. BARS FIG. 11

2. LAP SPLICES, WHEN REQUIRED, ARE PERMITTED ONLY WITHIN THE CENTER HALF OF THE COLUMN LENGTH TYPICAL PIPE SLEEVE DETAIL
AND SHALL BE PROPORTIONED AS TENSION SPLICES. IN NO CASE SHALL THE LAP SPLICE BE LOCATED
CLOSER THAN A DISTANCE EQUAL TO THE MAXIMUM COLUMN DIMENSION FROM THE FACE OF THE BEAM-
COLUMN JOINT. PROVIDE EXTRA TRANSVERSE REINFORCEMENT OF THE SAME SIZE AND ARRANGEMENT
12Ø HANGER TIES FIG. 17
EACH TOP BARS
INDICATED IN THE COLUMN SCHEDULE SPACED AT MOST ONE-FOURTH THE MINIMUM COLUMN SECTION BOTTOM BARS
2-12mm HOR. STR. DIMENSION THROUGHOUT THE LENGTH OF THE SPLICE OR 100 mm.
BARS WITH 6mm GIRDER CONSECUTIVE CROSS TIES
TIES AT 300mm O.C. STYLE HAVE 90 DEGREE 6 db
3. WELDED SPLICES AND MECHANICAL CONNECTIONS MAY BE USED AT ANY SECTION PROVIDED NOT MORE
HOOKS ON OPPOSITE SIDES EXTENSION
THAN ALTERNATE BARS IN EACH LAYER AT LONGITUDINAL REINFORCEMENT ARE SPLICED AT ANY SECTION 10 db
BEAM BLOCK AT EVERY
FOURTH COURSE. AND THE CENTER TO CENTER DISTANCE BETWEEN SPLICES OF ADJACENT BARS MUST BE 600 mm OR EXTRA TIES FOR EXTENSION
MORE MEASURED ALONG THE AXIS OF THE COLUMN.
UNLEVELED BEAM
4. WELDED SPLICES AND MECHANICAL CONNECTIONS SHALL BE AS INDICATED UNDER ITEMS 8, 9, AND 10 (TYPICAL FOR 150 & SMALLER DROP ONLY)
OF THE NOTES ON REINFORCING STEEL BARS ON SHEET S - 1.

5. FOR ALL TIED COLUMNS, PROVIDE TRANSVERSE REINFORCEMENT OF THE SAME SIZE AND ARRANGEMENT FIG. 14
INDICATED IN THE COLUMN SECTION SCHEDULE AND SPACED NO GREATER THAN ONE-QUARTER THE
MINIMUM COLUMN SECTION DIMENSION NOR 100mm, OVER A DISTANCE FROM EACH JOINT FACE OF NOT
LESS THAN THE LARGER OF THE MAXIMUM COLUMN SECTION DIMENSION, OR ONE-SIXTH OF THE CLEAR
DET. OF BLOCK & HEIGHT OF THE COLUMN OR 450mm.
6. LONGITUDINAL REINFORCEMENT OF GIRDERS, BOTH TOP AND BOTTOM, TERMINATED IN A COLUMN
SINGLE - AND TWO - PIECE HOOPS
SHALL BE EXTENDED TO THE FAR FACE OF THE CONFINED CONCRETE CORE OF THE COLUMN
LINTEL BEAM AND TERMINATED BY A STANDARD 90° HOOK.
6. BEAM-COLUMN JOINTS SHALL BE PROVIDED WITH TRANSVERSE REINFORCEMENT SPACED AT TWICE THAT
REQUIRED BY ITEM E WHEN THERE ARE BEAMS HAVING WIDTHS AT LEAST ONE-HALF THE COLUMN WIDTH 7. GENERALLY, NO LAP SPLICE SHALL BE PERMITTED ON BEAMS AND GIRDERS AT POINTS WHERE FIG. 18
H. NOTES ON CONCRETE SLABS AND DEPTHS NOT LESS THAN THREE-QUARTERS OF THE DEEPEST BEAM THAT FRAME INTO FOUR SIDES
OF THE COLUMN. FOR ALL OTHER CONDITIONS PROVIDE SAME SPACING AS REQUIRED IN ITEM 5.
CRITICAL BENDING STRESSES OCCUR. IN ADDITION, FOR GIRDERS, NO LAP SPLICE SHALL BE
LOCATED WITHIN THE JOINTS OR WITHIN A DISTANCE EQUAL TO TWICE THE MEMBER DEPTH FROM
1. ALL SLAB REINFORCEMENTS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 20mm FROM THE THE FACE OF THE JOINT.
7. UNLESS OTHERWISE DETAILED, TYPICAL BAR DETAILS FOR TIED COLULMNS ARE AS SHOWN IN FIGURE 12.
BOTTOM AND FROM THE TOP OF SLABS. 8. PROVIDE LAP SPLICES IN GIRDERS WITH HOOP REINFORCEMENT OVER THE LENGTH OF THE LAPPED
2. UNLESS OTHERWISE DETAILED, FOR CONTINUOUS SLABS WITH THE MAIN REINFORCEMENT BARS SPACED NO FARTHER THAN ONE-FOURTH THE NOMINAL DEPTH, OR 100mm. K. STRUCTURAL STEEL
RUNNING IN ONE DIRECTION, REINFORCING BARS SHALL BE BENT UP, EXTENDED OR STEEL RATIO AT ANY LEGEND:
CUT AS FOLLOWS: SECTION WITHIN THIS PROVIDE 12Ø EXTRA Sj = 100 MM O.C. 9. WELDED SPLICES AND MECHANICAL CONNECTIONS MAY BE USED FOR SPLICING BEAMS AND GIRDERS 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL HAVE A MINIMUM SHIELD STRESS
REGION SHOULD NOT TIES @ 100 O.C. Sh = 100 MM O.C. PROVIDED THAT NO MORE THAN ALTERNATE BARS IN EACH LAYER OF LONGITUDINAL REINFORCEMENT Fy = 248 MPa (36,000 psi).
EXCEED 8% (SEE COLUMN SCHEDULE FOR TIES) ARE SPLICED AT A SECTION AND THE CENTER TO CENTER DISTANCE BETWEEN SPLICES OF ADJACENT
(APPLICABLE ONLY FOR Sj AND Sh)
CLASS B BARS IS AT LEAST 600mm MEASURED ALONG THE AXIS OF THE MEMBER. 2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC
Sv = 150 MM O.C.
.

PROVIDE 3-10Ø TOP TENSION SPLICE SPECIFICATION AND CODE OF STANDARD PRACTICE AS AMMENDED TO DATE.
BAR SUPPORT (TYP.) (USE 12 MMØ TIES)
BAR D WHEN USED LOCATE H = FLOOR TO FLOOR HEIGHT 10. WELDED SPLICES AND MECHANICAL CONNECTIONS SHALL BE AS INDICATED UNDER ITEMS 8, 9,
BAR C BAR D
LAP SPLICE NEAR OF COLUMN AND 10 OF THE NOTES ON REINFORCING STEEL BARS ON SHEET S-1. 3. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INDICATED,.
BAR E
MID HEIGHT OF COLUMN Lv = PART OF COLUMN BEYOND
.

BUT NOT CLOSER THAN CONFINEMENT REGION 11. UNLESS OTHERWISE DETAILED, TYPICAL BAR CUTTING DETAILS ARE AS SHOWN IN FIGURES 15, 16 & 17 4. SHOP AND FIELD WELDING SHALL BE ACCORDANCE WITH AWS D1.1 AND PERFORMED
MAX. COLUMN DIMENSION Lo = CONFINEMENT REGION FOR BEAMS, PRISMATIC GIRDERS AND HAUNCHED GIRDERS. BY QUALIFIED WELDERS.
Lo
.

FROM FACE TO JOINT

12. SEE MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR ALL SUSPENDED 5. UNLESS OTHERWISE INDICATED, WELDING ELECTRODES SHALL BE E60
AND EMBEDDED PIPING, CONDUITS, DUCTWORKS, EQUIPMENTS, ETC.
.

6. NO STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN

Lj

MINIMUM COLUMN DIMENSION APPROVED BY ATRUCTURAL ENGINEER.

.
.

BAR A BAR B BAR A BAR B BAR A BAR B

7. WELDS/(CONFORM WITH AMERICAL WELDING STANDARDS) USING E60xx ELECTRODES
fy = 93.77 MPa.
Lo

= MAXIMUM COLUMN
.

MINIMUM STAGGERED DIMENSION BUT NOT 8. ANCHOR BOLTS (CONFORM WITH ASTM A-307) ft=96.60 MPa fv=69 MPa.
SPACING WHEN WELDED LESS THAN ONE-SIXTH
SPLICES OR MECHANICAL CLEAR HEIGHT OF
CONNECTOR ARE USED COLUMN OR 450
MIN.

L. CONCRETE HOLLOW BLOCK

H
600

Lv

1. UNLESS OTHERWISE INIDICATED, CHB USED IN THIS WORK SHALL HAVE A MINIMUM ULTIMATE
TYPICAL SLAB CUTTING DETAIL COMPRESSIVE STRENGTH f'm = 3.45 MPa (500psi)
Sw = SPACING INDICATED
ON COLUMN SCHEDULE
sw

FIGURE 8 2. ALL CHB CELLS SHALL BE FILLED SOLIDLY WITH GROUT.

MIN.

3. IF SLABS ARE REINFORCED BOTHWAYS, BARS ALONG THE SHORTER SPAN SHALL BE PLACED
90 DEG HOOK
Lo

BELOW THOSE ALONG THE LONG SPAN AT THE CENTER OF THE SLAB AND BE PLACED OVER Sh = ONE-FORTH OF THE . .
.

THE LONGER SPAN BARS ON AREAS NEAR THE SUPPORTS. THE SPACING OF THE BARS AT
.

THE COLUMN STRIPS SHALL BE APPROXIMATELY ONE AND ONE-HALF (1-1/2) TIMES THAT IN BUT NOT MORE THAN 100 MM

90° HOOK
.

THE MIDDLE STRIPS BUT IN NO CASE GREATER THAN TWO AND ONE-HALF )(2-1/2) TIMES Sj = Sh
.

(REFER TO ITEM F)
.
THE SLAB THICKNESS OR 450mm.
.

4. TEMPERATURE BARS FOR SLABS SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION AND SHALL
lo
.

NOT BE LESS THAN .0025 BT. (See Table 7) NOTE: MAX. BAR @ 1ST CUT-OFF PT. = 5
BUNDLED COLUMN REINF.
H/2

CONSISTING OF PLANTED 40mm COVER TO COLUMN

REINF. CUT-OFF BUNDLED TIES TYPICAL
BAR REINF. AS SHOWN.
TABLE 7 COLUMN VERTICAL TYPICAL BAR DETAILS FOR BEAMS
REINFORCEMENT
FIG. 15
SLAB THICKNESS
TYPICAL TIED COLUMN DETAIL OF REINFORCEMENTS
13. PIPE AND DUCT SLEEVES SHALL BE LOCATED WITHIN THE REGION BOUNDED BY ONE-FOURTH OF CLEAR SPAN LENGTH
( mm ) BAR DETAILS OF TIED COLUMN AT TOP FROM THE SUPPORTS. (SEE FIGURE 18)
100 10mm at 279mm O.C.
14. SHEAR REINFORCEMENT SHALL BE IN THE FORM OF HOOPS IN REGIONS WHERE CONFINEMENT IS REQUIRED.
114 10mm at 241mm O.C. FIG. 12 TYPICAL RECTANGULAR TIED SINGLE-AND TWO-PIECE HOOPS SHALL BE AS DETAILED IN FIGURE 19.

127 10mm at 216mm O.C. COLUMN BAR DETAILS

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 2
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 REFER TO SHEET NO.

1' 1 2 3 4 5 6 7 8 9 10 10'

F1-C1 F1-C1 F1-C1 F1-C2 F1-C2 F1-C2 F1-C2 F1-C2 F1-C2 F1-C2 F1-C2

C
C7 C1 C1 C2 C2 C2 C2 C2 C2 C2 C3 C7

B
C7 C3 C2 C2 C2 C2 C2 C2 C2 C1 C4 C7

CF3 CF3
CF1 CF1 CF2 CF2 CF2 CF2 CF2 CF2 CF1 CF1

A
C2 C2 C2 C2 C2 C2

F1-C2 F2-C2 F2-C1 F1-C1

A'
C5 C6 C6 C6 C6 C5

CF4 CF4 CF4 CF4 CF4 CF4

S 3
1
FOUNDATION PLAN

10mmØ @
200mm O.C 10mmØ @ 200mm C.C

SCHEDULE OF SLAB
TWO-WAY SLAB REINFORCEMENT ONE-WAY SLAB REINFORCEMENT
BAR SIZE (mm)
ALONG SHORT SPAN SPACING ALONG LONG SPAN SPACING ALONG SHORT SPAN SPACING BOTHWAYS
SLAB
MARK REMARKS
THICKNESS CONT. MID DISC. CONT. MID DISC. CONT. MID DISC.
EDGE SPAN EDGE EDGE SPAN EDGE EDGE SPAN EDGE
MAIN TEMP. TEMP. BARS
TOP BOTTOM TOP TOP BOTTOM TOP TOP BOTTOM TOP

S 100 10 10 200 200 200 ONE-WAY SLAB

TOP AND BOTTOM BARS

NOTE: 100mm THICKNESS OF SLAB

2 SLAB DETAIL (S)

S 3

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 3
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 1' 1 2 3 4 5 6 7 8 9 10 10'

GB1 STFC GB3 GB3 STFC GB3 GB3 GB3 GB3 GB3
D GB2 GB3
C7 C1-a C1-a C2-a C2-a C2-a C2-a C2-a C2-a C2-a C2-a

GB10

GB11

GB11

GB11

GB11
GB14

GB14

GB14

GB14
GB17

GB17
GB4 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB6
C
C7 C1-b C1-b C2-b C2-b C2-b C2-b C2-b C2-b C2-b C3 C7

GB12

GB12

GB18

GB18

GB20

GB20
GB15

GB15

GB15

GB15

GB21
GB9 GB6 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB5 GB6
B
C7 C3 C2-b C2-b C2-b C2-b C2-b C2-b C2-b C1-b C4 C7

100mm THK. SLAB ON FILL WITH 10mmØ SPACED @

300mm O.C B.W. PROVIDE 100mm THK. GRAVEL BED

GB11

GB11

GB11

GB11
GB14

GB14

GB17

GB17

GB14

GB14
GB7 GB7 GB7 GB7 GB7 GB7 GB7 GB7 GB7
A
C2-c C2-c C2-c C2-c C2-c C2-c C2-c C2-c C1-c STFC C1-c

GB13

GB13

GB16

GB16

GB19

GB13
GB8 GB8 GB8 GB8 GB8
A'
C5 C6 C6 C6 C6 C5

@ MAIN BUILDING
1
S 4
GRADE BEAM FRAMING PLAN

1' 1 2 3 4 5 6 7 8 9 10 10'

SEE RC LEDGE DETAIL 2

2B9
2B22

2B9
SB
2B8

S S (BELOW) 2B1 2B1 STFC 2B1 2B1 2B1 2B1 2B1

STFC 2B1
D
2B1 C1-a 2B1 C1-a C2-a C2-a 2B1 SB C2-a C2-a C2-a C2-a C2-a C2-a
2B1
(BELOW)

SEE RC LEDGE
S S S S S S S S S S S S S S S S S S

DETAIL 2
STAIRWELL STAIRWELL
2B21 2B21 2B7 2B7 2B9 2B9 2B9 2B9 2B9 2B7 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9

2B20
2B10

2B10
2B15

2B15

2B18

2B18

2B18
2B23

2B9

2B9

2B9

2B9

2B9

2B4
2B9

2B9
2B9

2B9
2B8

S S S S S S S S S S S S S S S S S S
S S

2B2
S S
2B3 2B3 2B3a 2B3 2B3 2B3 2B3 2B3 2B3 2B3 2B3 2B3
C
C7 C1-b C1-b C2-b C2-b C2-b C2-b C2-b C2-b C2-b C3 2B3 C7

2B12
2B12

2B12

2B12

2B12

2B12
2B16

2B16
2B22

2B9

2B9

2B9

2B9

2B9

2B6
2B9

2B9
2B6

2B9

2B9

2B2
S S S S S S S S S S S S S S S S S S S S S S

2B3 2B3 2B3 2B3 2B3 2B3 2B3 2B3 2B3 2B3 2B3a 2B3 2B3
B
C7
2B22

C7 C3 C2-b C2-b C2-b C2-b C2-b C2-b C2-b C1-b C4

S S S S

2B2
S
S S S S S S S S S S S S S S S S S
SEE RC LEDGE

2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9 2B9

2B20
2B10

2B15

2B15

2B10

2B18

2B18

2B18
2B9

2B9

2B9

2B9

2B9

2B8
2B4

2B9

2B9
2B9

2B9
DETAIL 2

STAIRWELL

S S S S S S S S S S S S S S S S S
SB
2B5 2B5 2B5 2B5 2B5 2B5 2B5 2B5 2B5 (BELOW)
A
2B5
STFC

2B9
C2-c C2-c C2-c C2-c C2-c C2-c C2-c C2-c C1-c C1-c
SEE RC LEDGE DETAIL 2 SEE RC LEDGE DETAIL 2
2B14

2B14

2B17

2B17

2B19

2B19
2B9

2B9
2B9

2B9

2B9
S S S S S S S S S S

2B11 2B11 2B11 2B11 2B11

A'
C5 C6 C6 C6 C6 C5

@ MAIN BUILDING
2
S 4
SECOND FLOOR BEAM FRAMING PLAN

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 4
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 1' 1 2 3 4 5 6 7 8 9 10 10'

3B8

3B8

3B8

3B8
3B8

3B8

3B2
3B8

3B8
3B7

3B7

3B7

3B7

3B7
3B7

3B7

3B7
3B2

3B4
S S S S S S S S S S S S S S S S S
3B1 3B1 3B1 3B1 3B1 3B1 3B1 3B1 3B1
3B1 3B1
D
SB
C1-a C1-a C2-a C2-a C2-a C2-a C2-a C2-a C2-a C2-a
(BELOW)

S S S S S S S S S S S S S S S S S S

STAIRWELL
3B3 3B3 3B3 3B3 3B3 3B3 3B5 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3

3B2
3B8

3B7

3B8

3B8

3B7

3B8

3B7

3B8

3B7

3B8

3B7

3B8

3B7

3B8

3B4
3B2

3B7

3B7
S S S S S S S S S S S S S S S S S S
S
3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6
C
3B6
C1-b C1-b C2-b C2-b C2-b C2-b C2-b C2-b C2-b C3

3B2

3B2
3B5

3B9

3B5

3B9

3B5

3B9

3B5

3B9

3B5

3B9

3B5

3B9

3B5

3B9

3B5

3B9

3B5
S S S S S S S S S S S S S S S S S S S S

3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6 3B6
B
C3 C2-b C2-b C2-b C2-b C2-b C2-b C2-b C1-b C4
S
S S S S S S S S S S S S S S S S S S

3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3 3B3
3B2

3B4

3B8

3B7

3B8

3B7

3B8

3B7

3B8

3B7

3B8

3B8

3B7

3B8

3B8

3B7

3B2
3B7

3B7
STAIRWELL

S S S S S S S S S S S S S S S S S S
SB
3B1 3B1 3B1 3B1 3B1 3B1 3B1 3B1 3B1 3B1 (BELOW)
A
STFC
3B4

3B7

3B7
3B7

3B7

3B7

3B7

3B7
3B8
3B8

3B8

3B8

3B8
3B8

3B8

3B8

3B7
C2-c S C2-c S S C2-c S S C2-c S S C2-c S S C2-c S S C2-c S S C2-c S S C1-c S C1-c

A'

@ MAIN BUILDING
1
S 5
ROOF DECK FRAMING PLAN

1' 1 2 3 4 5 6 7 8 9 10 10'
RB6

RB6
RB3

S S S
RB1
D
RB1 C1-a RB2 C1-a

S S S S

RB3 RB4 RB4 RB3

RB7

RB5

RB7

S S S S

RB1 RB2 RB1

C
C1-b C1-b
RB3
RB6

RB6

S S S S

RB3
RB6

RB6
S S S S

B RB1 RB2 RB1

C1-b C4

S S S S

RB3 RB4 RB4 RB3

RB7

RB7
RB5
S S S S

RB1
RB1 RB2
A

RB3

RB6
RB6
C1-c C1-c
S S S

A'

@ MAIN BUILDING
2
S 5
UPPER ROOF BEAM FRAMING PLAN

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 5
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 1' 1 2 3 4 5 6 7 8 9 10 10'

SEE FALSE COLUMN DETAILS

W2/WF2 W2/WF2 W2/WF2

W2/WF2
W2/WF2

W2/WF2
W2/WF2

W2/WF2
D C7
W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1

W1/WF1
C1-a C1-a ELEV. + 575 C2-a C2-a C2-a ELEV. + 600 C2-a ELEV. + 600
C2-a C2-a C2-a C2-a
W1/WF1

W1/WF1
ELEV. + 600

W1/WF1
ELEV. + 575

W1
ELEV. + 600

ELEV. + 575
ELEV. + 575
ELEV. + 600
W1/WF1
ELEV. + 100 W1/WF1 W1/WF1 W1/WF1 W1/WF1

W1

W1/WF1
W1
ELEV. + 600 W1/WF1

W1/WF1
ELEV. + 575

W1
W1/WF1

W1
W1/WF1

W1/WF1
ELEV. + 600

W1/WF1
W1/WF1

W1/WF1
W1/WF1

W1

W1
W1/WF1 ELEV. + 600

W1/WF1
ELEV. + 600
ELEV. + 600 ELEV. + 600

W1/WF1
ELEV. + 600
ELEV. + 575 ELEV. + 600 W1/WF1 W1/WF1
ELEV. + 575
ELEV. + 600 W1/WF1
ELEV. + 575
W1 W2/WF2
C W1
C7 C1-b W1 W1 C1-b W1 C2-b W1 C2-b W1 C2-b W1 C2-bW1 W1 C2-b W1 W1 C2-b W1 W1 C2-b C3 C7

W2/WF2

W2/WF2
ELEV. + 575

W1/WF1

W1/WF1
W1/WF1
ELEV. + 600
ELEV. + 600 ELEV. + 575
ELEV. + 600

ELEV. + 600

WF1 W1
B W1 W1/WF1 W1 W1 W1 W1 W1 W1 W1 W1 W1
C7 C3 C2-b C2-b C2-b C2-b C2-b C2-b C2-b C1-b C4 C7

W1/WF1
W1/WF1

W1/WF1
ELEV. + 600 ELEV. + 600

W1/WF1

W1/WF1
ELEV. + 600
ELEV. + 600
ELEV. + 600

W1/WF1
W1/WF1

ELEV. + 600
WF2 RAMP W1/WF1 RAMP WF2

W1/WF1

W1/WF1
W1/WF1
ELEV. + 600 ELEV. + 575 W1/WF1
W1/WF1

W1
W1

W1
RAMP
W1/WF1 W1/WF1

W1
W1
ELEV. + 600 RAMP
W1/WF1 ELEV. + 600
ELEV. + 600 ELEV. + 600
W1/WF1

W1/WF1
W1

W1/WF1
W1/WF1
ELEV. + 600

W1/WF1
ELEV. + 575
W1/WF1

W1

W1
W1/WF1

ELEV. + 600
ELEV. + 600
WF2 ELEV. + 600 W1 ELEV. + 600 WF2
W1/WF1 W1/WF1 ELEV. + 575
ELEV. + 600

W1/WF1 W2/WF2

W2/WF2
ELEV. + 575

A W1 W1 W1

W2/WF2

W2/WF2
W1/WF1 W1/WF1
W2/WF2

C2-c C2-c C2-c C2-c C2-c W1 C2-c W1 C2-c C2-c C1-c C1-c
RAMP

W1/WF1

W1/WF1
W1/WF1

WF2
W2/WF2 W2/WF2 W2/WF2
ELEV. + 600

WF2
RAMP

A'
C5 C6 C6 C6 C6 W1/WF1 C5

1
S 6
GROUND FLOOR MASONRY PLAN

12mmØ HOR. BARS 10mmØ HOR. BARS 100mm THK.

AT 600mm. O.C. 150mm THK. AT 600mm. O.C.
10mmØ @ 300mm
100mm THK. SLAB WITH 100mm THK. SLAB WITH SEALANT WITH BACKER ROD
10mmØ TEMP. BARS @ 10mmØ TEMP. BARS @ UPPER FLOOR LEVEL
300mm O.C.B.W. 300mm O.C.B.W.
12mmØ VERT. BARS 10mmØ VERT. BARS
100mm. THK. GRAVEL BED 100mm. THK. GRAVEL BED 10mmØ SPACED AS SHOWN
NOTES:
FINISH FLOOR LINE FINISH FLOOR LINE
MASONRY PARTITION:
100mm THK. SLAB ON FILL
ELEV.+600 ELEV.+600 10mmØ @ 250mm
WITH 10mmØ SPACED @
1. ALL JOINTS AND CELLS CONTAINING 10mmØ @600mm
REINFORCING BARS SHALL BE FILLED
CHB DOWEL REBARS
300mm O.C B.W., PROVIDE
WITH CONCRETE GROUT. 10mmØ @300mm
TO MATCH VERTICAL BARS 100mm THK. GRAVEL BED
2. FOR REINFORCEMENT SEE DETAIL OF GROUND FLOOR LINE
FINISH GRADE LINE FINISH GRADE LINE WALL FOOTING.
ELEV. +000 ELEV.+000 3. PROVIDE STIFFENER COLUMN FOR CHB CHB WALL 10mmØ @
WALLS, SPACED @ 3000mm ON CENTER 400mm OC.EW
WITH SIZE 150x300, 4-16mmØ VERTICAL
BARS, 10mmØ @ 200mm O.C LATERAL
TIES.
FINISH GRADE LINE
4. PROVIDE LINTEL BEAM FOR HIGH CHB
10mmØ BASE BARS 10mmØ BASE BARS CHB DOWEL REBARS
WALLS, SPACED @ 3000mm ON CENTER.
AT 300mm O.C. AT 300mm O.C. TO MATCH VERTICAL BARS

NATURAL GRADE LINE REFER TO SCHEDULE

OF COLUMN
3-10mmØ BASE BARS 3-10mmØ BASE BARS LOWER FLOOR LEVEL

10mmØ SPACED
AS SHOWN

2
DETAIL OF W1/WF1 3
DETAIL OF W2/WF2 4 TYPICAL SECTION OF MASONRY 5 TYPICAL STAIR ON FILL DETAIL 6
DETAIL OF FALSE COLUMN
S 6 S 6 S 6
CHB PARTITION REINFORCEMENT S 6 S 6

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 6
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 1' 1 2 3 4 5 6 7 8 9 10 10'

CANOPY LINE ABOVE

CANOPY LINE ABOVE
W1 W1 W1 W1 W1 W1 W1 W1 C2-a W1 C2-a W1 W1 W1 W1 W1
D

W2
W1
C1-a C1-a C2-a C2-a C2-a C2-a C2-a C2-a

W1

W2
W1

CANOPY LINE
W1 W1

W1
W2
STAIRWELL

W1
STAIRWELL W1 W2 W2 W2 W2 W2 W2

W1

W1
W2
W2
W1

W2

W2

W2

W2

W2

W2

W2
W2 W1 W1 W1 W1
W2

W1

W2
W1
C

W1
C1-b W1 W2 C1-b W2 W2 W2 C2-b W1 W2 W2 C2-b C2-b W2 W2
C2-b W2 W2
C2-b W2 C2-bW2 W2 W1
C2-b W1 C3

W2
W1

W2
B W2 W2 W2 W2 W2 W2 W1 W2 W2 W2 W1 W2 W2 W1

W1

W1
W2

W2
W2
W2
C3 C2-b C2-b C2-b C2-b C2-b C2-b C2-b C1-b C4

W2
W2

W2
W2
W2

W1

W2
W2
W2

W1
W2 W2
CANOPY LINE

W2

W1
W2
W1

W2

W2

W1

W1
W1
W2

W2
W2 W2

W2
W1 W2 W2 W1
STAIRWELL
W2

W2

W2

W2
W1

W1

W1
W1

W2

W1
W1
A
C2-c W1 W1 C2-c W1 C2-c W1 C2-c W1 C2-c W1 W1 C2-c W1 C2-c W1 C1-c W1 W1 C1-c

A'

1
S 7
SECOND FLOOR MASONRY PLAN

1 2 3 4 5 6 7 8 9 10

D W1
C1-a C1-a

STAIRWELL
W1

W1

OPEN SPACE/
SLAB ROOF

C
C1-b W1 C1-b
R O O F D E C K
( O P E N S P A C E ) OPEN SPACE/
SLAB ROOF

W1
B
C1-b C4

W1

W1
STAIRWELL

A
C1-c W1 C1-c

2
S 7
ROOF DECK MASONRY PLAN

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 7
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 SCHEDULE OF FOOTINGS ASBC=300 kPa (CONCRETE COVER=75MM)

TOP BAR BOTTOM BAR

MARK DIMENSION THICKNESS
(t) MAIN BARS DISTRIBUTION BARS DISTRIBUTION BARS MAIN BARS

F1 3100X3100 450 16-16mmØ @190mm 16-16mmØ @190mm 22-16mmØ @140mm 22-16mmØ @140mm

F2 3300X3300 500 17-16mmØ @190mm 17-16mmØ @190mm 25-16mmØ @130mm 25-16mmØ @130mm

SCHEDULE OF COMBINED FOOTINGS ASBC=300 kPa (CONCRETE COVER=75MM)

TOP BAR BOTTOM BAR

MARK DIMENSION THICKNESS
(t) MAIN BARS DISTRIBUTION BARS DISTRIBUTION BARS MAIN BARS
FINISHED GROUND FINISHED GROUND
CF1 3000X6000 500 15-16mmØ @200mm 30-16mmØ @200mm 85-16mmØ @70mm 21-16mmØ @140mm FLOOR LINE FLOOR LINE

CF2 2900X5900 450 15-16mmØ @200mm 30-16mmØ @200mm 89-16mmØ 65mm 22-16mmØ @130mm
NAT. GRADE LINE NAT. GRADE LINE

CF3 2350X5300 350 25-16mmØ @90mm 23-16mmØ @230mm 52-16mmØ @100mm 12-16mmØ @200mm

CF4 2800X5800 450 14-16mmØ @210mm 28-16mmØ @210mm 52-16mmØ @110mm 30-16mmØ @90mm

30-16mmØ DISTRIBUTION 15-16mmØ MAIN 30-16mmØ DISTRIBUTION 15-16mmØ MAIN

BARS @ 200mm BARS @ 200mm BARS @ 200mm BARS @ 200mm

12mmØ CHAIR BAR 12mmØ CHAIR BAR

FINISHED GROUND FINISHED GROUND SPACED AS SHOWN SPACED AS SHOWN
FLOOR LINE FLOOR LINE
SECTION (CF1) 21-16mmØ MAIN 89-16mmØ DISTRIBUTION SECTION (CF2) 22-16mmØ MAIN
85-16mmØ DISTRIBUTION BAR @65mm BARS @ 130mm
BAR @70mm BARS @ 140mm
NAT. GRADE LINE NAT. GRADE LINE

30-16mmØ DISTRIBUTION 30-16mmØ DISTRIBUTION

BARS @ 200mm BARS @ 200mm
16-16mmØ DISTRIBUTION 16-16mmØ MAIN 17-16mmØ DISTRIBUTION 17-16mmØ MAIN
BARS @ 190mm BARS @ 190mm BARS @ 190mm BARS @ 190mm

12mmØ CHAIR BAR 12mmØ CHAIR BAR

SPACED AS SHOWN SPACED AS SHOWN

22-16mmØ DISTRIBUTION SECTION (F1) 22-16mmØ MAIN SECTION (F2)

BARS @ 140mm 25-16mmØ DISTRIBUTION 25-16mmØ MAIN
BAR @140mm
BAR @130mm BARS @ 130mm
15-16mmØ MAIN
BARS @ 200mm
15-16mmØ MAIN
BARS @ 200mm

16-16mmØ DISTRIBUTION 17-16mmØ DISTRIBUTION

BARS @ 190mm BARS @ 190mm 12mmØ CHAIR BAR 12mmØ CHAIR BAR
SPACED AS SHOWN SPACED AS SHOWN

16-16mmØ MAIN 17-16mmØ MAIN

BARS @ 190mm BARS @ 190mm

12mmØ CHAIR BAR

SPACED AS SHOWN

12mmØ CHAIR BAR 12mmØ CHAIR BAR

SPACED AS SHOWN SPACED AS SHOWN
PLAN
PLAN

PLAN
PLAN DETAIL OF DETAIL OF
1
DETAIL OF FOOTING 1 2
DETAIL OF FOOTING 2 4
COMBINED FOOTING 1 5
COMBINED FOOTING 2
S 8
S 8 S 8 S 8

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 8
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 UPPER ROOF UPPER ROOF UPPER ROOF
FLOOR LINE FLOOR LINE FLOOR LINE
12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ
VERT. BAR VERT. BAR VERT. BAR

FINISHED GROUND FINISHED GROUND

FLOOR LINE FLOOR LINE

10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED

NAT. GRADE LINE NAT. GRADE LINE 13 @ 50mm, REST @ 13 @ 50mm, REST @ 13 @ 50mm, REST @
165mm O.C. 165mm O.C. 165mm O.C.

ROOF DECK ROOF DECK ROOF DECK ROOF DECK

FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
23-16mmØ DISTRIBUTION 25-16mmØ MAIN 28-16mmØ DISTRIBUTION 14-16mmØ MAIN 12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ
BARS @ 230mm BARS @ 90mm BARS @ 210mm BARS @ 210mm VERT. BAR VERT. BAR VERT. BAR VERT. BAR

12mmØ CHAIR BAR

SPACED AS SHOWN 12mmØ CHAIR BAR
SPACED AS SHOWN
SECTION (CF3) 12-16mmØ MAIN
52-16mmØ DISTRIBUTION 52-16mmØ DISTRIBUTION SECTION (CF4) 30-16mmØ MAIN
BAR @100mm BARS @ 200mm BAR @110mm BARS @ 90mm

10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED
13 @ 50mm, REST @ 13 @ 50mm, REST @ 13 @ 50mm, REST @ 13 @ 50mm, REST @
165mm O.C. 165mm O.C. 165mm O.C. 165mm O.C.

22-16mmØ DISTRIBUTION 28-16mmØ DISTRIBUTION

BARS @ 230mm BARS @ 210mm
SECOND SECOND SECOND SECOND
FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ
VERT. BAR VERT. BAR VERT. BAR VERT. BAR

14-16mmØ MAIN
25-16mmØ MAIN BARS @ 210mm
BARS @ 90mm

10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED
13 @ 50mm, REST @ 13 @ 50mm, REST @ 13 @ 50mm, REST @ 13 @ 50mm, REST @
165mm O.C. 165mm O.C. 150mm O.C. 150mm O.C.

GROUND GROUND GROUND GROUND

FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
12mmØ CHAIR BAR
4-(2-20mmØ), 8-20mmØ, 4-(2-20mmØ), 8-20mmØ, 4-(2-20mmØ), 8-20mmØ, 4-(2-20mmØ), 8-20mmØ,
SPACED AS SHOWN
4-16mmØ VERT. BAR 4-16mmØ VERT. BAR 4-16mmØ VERT. BAR 4-16mmØ VERT. BAR

12mmØ CHAIR BAR

SPACED AS SHOWN
PLAN

PLAN 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED
1 @ 50mm, REST @ 1 @ 50mm, REST @ 1 @ 50mm, REST @ 1 @ 50mm, REST @
DETAIL OF 80mm 80mm 80mm 80mm
1
COMBINED FOOTING 3 DETAIL OF
S 9
2
COMBINED FOOTING 4
S 9

C1b C1c
C1a C2a

3
COLUMN DETAIL NOTE: REFER TO FOOTING AND COLUMN SCHEDULE
S 9

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 9
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 UPPER ROOF
FLOOR LINE
16-20mmØ,
VERT. BAR

10mmØ TIES SPACED

1@50mm, 10@65mm
REST @ 165mm O.C.

ROOF DECK ROOF DECK ROOF DECK ROOF DECK

FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 16-20mmØ, 16-20mmØ,
VERT. BAR VERT. BAR VERT. BAR VERT. BAR

10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED

10mmØ TIES SPACED
13 @ 50mm, REST @ 13 @ 50mm, REST @ 1@50mm, 10@65mm
1@50mm, 10@65mm
165mm O.C. 165mm O.C. REST @ 200mm O.C.
REST @ 200mm O.C.

SECOND SECOND SECOND SECOND SECOND SECOND SECOND

FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
12-20mmØ, 4-16mmØ 12-20mmØ, 4-16mmØ 16-20mmØ, 16-20mmØ, 12-16mmØ, 12-16mmØ, 12-20mmØ,4-16mmØ,
VERT. BAR VERT. BAR VERT. BAR VERT. BAR VERT. BAR VERT. BAR VERT. BAR

10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED
13 @ 50mm, REST @ 13 @ 50mm, REST @ 13 @ 50mm, REST @ 1@50mm, 10@65mm 1@50mm, 12@65mm 1@50mm, 12@65mm 1@50mm, 12@65mm
150mm O.C. 150mm O.C. 150mm O.C. REST @ 200mmO.C. REST @ 150mm O.C. REST @ 150mm O.C. REST @ 150mm O.C.

GROUND GROUND GROUND GROUND GROUND GROUND GROUND

FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
4-(2-20mmØ), 8-20mmØ, 4-(2-20mmØ), 8-20mmØ, 16-20mmØ, 16-20mmØ, 4-(2-16mmØ), 8-16mmØ, 4-(2-16mmØ), 8-16mmØ, 4-(2-16mmØ), 8-16mmØ,
4-16mmØ VERT. BAR 4-16mmØ VERT. BAR VERT. BAR VERT. BAR VERT. BAR VERT. BAR VERT. BAR

10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED 10mmØ TIES SPACED
1 @ 50mm, REST @ 1 @ 50mm, REST @ 1 @ 50mm, REST @ 1@50mm, AND REST @ 1@50mm, AND REST 1@50mm, AND REST 1@50mm, AND REST
80mm 80mm 100mm 100mm @ 80 mm @ 80 mm @ 100 mm

C3 C4 C5 C6
C2b C2c C7
1
COLUMN DETAIL NOTE: REFER TO FOOTING AND COLUMN SCHEDULE
S 10

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 10
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 BAR ARRANGEMENT
DIMENSION STIRRUPS SPACING
MARK (WxD) USED 10mmØ RSB SIZE
LEFT SUPPORT MIDSPAN RIGHT SUPPORT

GRADE BEAM (Fy=414MPa, F'c=28 MPa) - ELEV. +1500 SCALE 1:25M CONCRETE COVER=40MM

4-20mmØ and 4-20mmØ 4-20mmØ and

4-20mmØ 4-20mmØ 21-2L-10mmØ @ 50mm C/C @ LEFT SUPPORT
GB1 400X450 1-16mmØ E.F 1-16mmØ E.F 1-16mmØ E.F 10-2L-10mmØ @ 110mm C/C @ MIDSPAN
5-16mmØ and 5-16mmØ and 21-2L-10mmØ @ 50mm C/C @ RIGHT SUPPORT
5-16mmØ 5-16mmØ 5-16mmØ

SCHEDULE OF COLUMN
600x600 600x600 600x600
600x600

4-20mmØ and 4-20mmØ 4-20mmØ and 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
4-20mmØ 4-20mmØ
ROOF DECK 40-2L-10mmØ @ 110mm C/C @ MIDSPAN
GB2 400X450
TO 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
UPPER ROOF 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø
5-16mmØ 3-16mmØ 5-16mmØ
16-20mm.Ø

TIES SPACING
TIES SPACING TIES SPACING TIES SPACING 10mmØ-1@50mm,
10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10@65mm REST @
REST @ 165mm O.C. REST @ 165mm O.C. REST @ 165mm O.C. 165mm O.C.

600x600 600x600 600x600 600x600 600x600 600x600 600x600 600x600

4-20mmØ and 4-20mmØ 4-20mmØ and
1 4-20mmØ 4-20mmØ 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB3 400X450 40-2L-10mmØ @ 110mm C/C @ MIDSPAN
SECOND FLOOR 4 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
5 3-16mmØ 3-16mmØ 3-16mmØ
TO 2
16-20mm.Ø 16-20mm.Ø
ROOF DECK 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø

TIES SPACING TIES SPACING

3
TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING 10mmØ-1@50mm, 10mmØ-1@50mm,
10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10@65mm REST @ 10@65mm REST @
REST @ 165mm O.C. REST @ 165mm O.C. REST @ 165mm O.C. REST @ 165mm O.C. REST @ 165mm O.C. REST @ 165mm O.C. 150mm O.C. 200mm O.C.

600x600 600x600 600x600 600x600 600x600 600x600 600x600 600x600 450x450 450x450 450x450 3-25mmØ 3-25mmØ 3-25mmØ
18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB4 400X450 1-16mmØ E.F 1-16mmØ E.F 1-16mmØ E.F 10-2L-10mmØ @ 110mm C/C @ MIDSPAN
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
5-16mmØ 3-16mmØ 5-16mmØ
FINISH GROUND LINE
TO 12-16mm.Ø 12-16mm.Ø 16-20mm.Ø
16-20mm.Ø 16-20mm.Ø
SECOND FLOOR 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø 16-20mm.Ø

TIES SPACING TIES SPACING TIES SPACING TIES SPACING

TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING 10mmØ-1@50mm, 10mmØ-1@50mm, 10mmØ-1@50mm, 10mmØ-1@50mm,
10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10mmØ-13@50mm, AND 10@65mm REST @ 12@65mm REST @ 12@65mm REST 12@65mm REST @
REST @ 130mm O.C. REST @ 130mm O.C. REST @ 130mm O.C. REST @ 130mm O.C. REST @ 130mm O.C. REST @ 130mm O.C. REST @ 115mm O.C. 130mmO.C. 150mm O.C. @ 150mm O.C. 150mm O.C.
3-25mmØ 3-25mmØ 3-25mmØ
650x650 650x650 650x650 650x650 650x650 650x650 650x650 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
650x650 500x500 500x500 500x500 GB5 400X450 40-2L-10mmØ @ 110mm C/C @ MIDSPAN
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ

TOP OF FOOTING
TO 4- (2-20mm.Ø) 4- (2-20mm.Ø) 4- (2-20mm.Ø) 4- (2-20mm.Ø) 4- (2-20mm.Ø) 4- (2-20mm.Ø) 4- (2-20mm.Ø) 4- (2-16mm.Ø) 12- (2-16mm.Ø) 12- (2-16mm.Ø)
FINISH GROUND LINE 12-20mm.Ø 12-20mm.Ø 12-20mm.Ø 12-20mm.Ø 12-20mm.Ø 12-20mm.Ø 12-20mm.Ø 16-20mm.Ø 8-16mm.Ø

TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING TIES SPACING
12mmØ-1@50mm, AND 12mmØ-1@50mm, AND 12mmØ-1@50mm, AND 12mmØ-1@50mm, AND 12mmØ-1@50mm, AND 12mmØ-1@50mm, AND 10mmØ-1@50mm, AND 10mmØ-1@50mm, AND 10mmØ-1@50mm, AND 10mmØ-1@50mm, AND 10mmØ-1@50mm, AND
3-25mmØ 3-25mmØ 3-25mmØ
REST @ 80mm REST @ 80mm REST @ 80mm REST @ 80mm REST @ 80mm REST @ 80mm REST @ 100mm REST @ 100mm REST @ 80mm REST @ 80mm REST @ 100mm 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB6 400X450 10-2L-10mmØ @ 110mm C/C @ MIDSPAN
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
3-16mmØ
MARK C1a C1b C1c C2a C2b C2c C3 C4 C5 C6 C7 5-16mmØ 5-16mmØ

0 TO -3100mm 0 TO -2770mm 0 TO -2270mm 0 TO -3100mm 0 TO -2270mm 0 TO -2270mm 0 TO -2770mm 0 TO -2770mm 0 TO -2770mm 0 TO -2770mm 0 TO -2970mm
(TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL) (TOP OF FOOTING TO FGL)

1 1 1 1 1 1 1 1 1 1 1

4 4 4 4 4 4 4 4 3 3 3 4-20mmØ 4-20mmØ 4-20mmØ

NOTES ON TIE 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
ARRANGEMENT GB7 400X450 40-2L-10mmØ @ 110mm C/C @ MIDSPAN
3 3 3 3 3 3 3 3 2 2 2
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ

5-16mmØ 5-16mmØ 5-16mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB8 400X450 40-2L-10mmØ @ 110mm C/C @ MIDSPAN
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ

3-25mmØ 3-25mmØ 3-25mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB9 400X450 5-2L-10mmØ @ 110mm C/C @ MIDSPAN
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
4-16mmØ 4-16mmØ 4-16mmØ

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 11
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 BAR ARRANGEMENT BAR ARRANGEMENT
DIMENSION STIRRUPS SPACING DIMENSION STIRRUPS SPACING
MARK (WxD) MARK (WxD)
USED 10mmØ RSB SIZE USED 10mmØ RSB SIZE
LEFT SUPPORT MIDSPAN RIGHT SUPPORT LEFT SUPPORT MIDSPAN RIGHT SUPPORT

GRADE BEAM (Fy=414MPa, F'c=28 MPa) - ELEV. +1500 SCALE 1:25M CONCRETE COVER=40MM GRADE BEAM (Fy=414MPa, F'c=28 MPa) - ELEV. +1500 SCALE 1:25M CONCRETE COVER=40MM

3-25mmØ 3-25mmØ 3-25mmØ 3-25mmØ 3-25mmØ 3-25mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB10 400X450 34-2L-10mmØ @ 110mm C/C @ MIDSPAN GB19 400X450 1-16mmØ E.F 1-16mmØ E.F 1-16mmØ E.F 7-2L-10mmØ @ 95mm C/C @ MIDSPAN
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 2-16mmØ and 2-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
4-16mmØ 4-16mmØ 4-16mmØ
5-16mmØ 3-16mmØ 5-16mmØ

4-25mmØ 4-25mmØ 4-25mmØ 4-25mmØ 4-25mmØ 4-25mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 21-2L-10mmØ @ 50mm C/C @ LEFT SUPPORT
GB11 400X450 32-2L-10mmØ @ 110mm C/C @ MIDSPAN GB20 400X450 5-2L-10mmØ @ 110mm C/C @ MIDSPAN
2-16mmØ and 2-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 3-16mmØ and 3-16mmØ and 21-2L-10mmØ @ 50mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ 5-16mmØ 3-16mmØ 5-16mmØ

4-25mmØ 4-25mmØ 4-25mmØ 5-16mmØ 3-16mmØ 5-16mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
GB12 400X450 5-2L-10mmØ @ 100mm C/C @ MIDSPAN GB21 400X450 5-2L-10mmØ @ 115mm C/C @ MIDSPAN
3-16mmØ and 3-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT
5-16mmØ 3-16mmØ 5-16mmØ 5-16mmØ 3-16mmØ 5-16mmØ

SECOND FLOOR BEAM (Fy=414MPa, F'c=28 MPa) ELEV. +4600 CONCRETE COVER=40MM

3-25mmØ 3-25mmØ 3-25mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 4-20mmØ and 4-20mmØ 4-20mmØ and
1-16mmØ E.F 1-16mmØ E.F
GB13 400X450 1-16mmØ E.F 8-2L-10mmØ @ 75mm C/C @ MIDSPAN 2B1 400X500 4-16mmØ 4-16mmØ
2-16mmØ E.F 10mm TIES SPACED 1@50mm,11@105mm
2-16mmØ and 2-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 2-16mmØ E.F 2-16mmØ E.F
5-16mmØ 3-16mmØ 5-16mmØ AND REST @ 125mm O.C
2-16mmØ and
5-16mmØ 5-16mmØ 5-16mmØ

3-25mmØ 3-25mmØ 3-25mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 4-16mmØ 4-16mmØ 4-16mmØ
10MM TIES SPACED 1@50mm AND REST
GB14 400X450 31-2L-10mmØ @ 115mm C/C @ MIDSPAN 2B2 350X400 @ 100mm O.C
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 3-16mmØ 3-16mmØ 3-16mmØ
3-16mmØ 3-16mmØ 3-16mmØ

3-25mmØ 3-25mmØ 3-25mmØ 4-25mmØ and 4-25mmØ 4-25mmØ and

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 4-25mmØ 4-25mmØ
2-16mmØ E.F 10MM TIES SPACED 1@50mm,11@105mm
GB15 400X450 5-2L-10mmØ @ 115mm C/C @ MIDSPAN 2B3 450X500 2-16mmØ E.F 2-16mmØ E.F AND REST @ 130mm O.C
2-16mmØ and 2-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 4-20mmØ and
5-16mmØ 3-16mmØ 5-16mmØ 4-20mmØ 4-20mmØ 4-20mmØ

4-20mmØ 4-20mmØ 4-20mmØ 4-25mmØ and 4-25mmØ 4-25mmØ and

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 4-25mmØ 4-25mmØ
1-16mmØ E.F 1-16mmØ E.F 2-16mmØ E.F 10MM TIES SPACED 1@50mm, AND REST
GB16 400X450 1-16mmØ E.F 5-2L-10mmØ @ 115mm C/C @ MIDSPAN 2B3a 450X500 2-16mmØ E.F 2-16mmØ E.F @ 80mm O.C
2-16mmØ and 2-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 4-20mmØ and
5-16mmØ 3-16mmØ 5-16mmØ 4-20mmØ 4-20mmØ 4-20mmØ

4-20mmØ 4-20mmØ 4-20mmØ 4-25mmØ 4-25mmØ 4-25mmØ

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT
2-16mmØ E.F 10MM TIES SPACED 1@50mm,
GB17 400X450 31-2L-10mmØ @ 115mm C/C @ MIDSPAN 2B4 400X500 2-16mmØ E.F 2-16mmØ E.F 11@105mm AND REST @ 125mm O.C
18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 2-16mmØ and
3-16mmØ 3-16mmØ 3-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ

4-20mmØ 4-20mmØ 4-20mmØ 3-25mmØ and 3-20mmØ 3-25mmØ and

18-2L-10mmØ @ 60mm C/C @ LEFT SUPPORT 3-20mmØ 3-20mmØ
2-16mmØ E.F 10MM TIES SPACED 1@50mm,
GB18 400X450 5-2L-10mmØ @ 115mm C/C @ MIDSPAN 2B5 400X500 2-16mmØ E.F 2-16mmØ E.F 11@105mm AND REST @ 125mm O.C
2-16mmØ and 2-16mmØ and 18-2L-10mmØ @ 60mm C/C @ RIGHT SUPPORT 3-16mmØ and
5-16mmØ 3-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 12
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 BAR ARRANGEMENT BAR ARRANGEMENT
DIMENSION STIRRUPS SPACING DIMENSION STIRRUPS SPACING
MARK (WxD) MARK (WxD)
USED 10mmØ RSB SIZE USED 10mmØ RSB SIZE
LEFT SUPPORT MIDSPAN RIGHT SUPPORT LEFT SUPPORT MIDSPAN RIGHT SUPPORT

SECOND FLOOR BEAM (Fy=414MPa, F'c=28 MPa) ELEV. +4600 CONCRETE COVER=40MM SECOND FLOOR BEAM (Fy=414MPa, F'c=28 MPa) ELEV. +4600 CONCRETE COVER=40MM

4-25mmØ 4-25mmØ 4-25mmØ 4-20mmØ and 4-20mmØ 4-20mmØ and

4-16mmØ 4-16mmØ
10MM TIES SPACED 1@50mm, AND REST 10MM TIES SPACED 1@50mm, AND REST
2B6 400X500 2B16 400X500 2-16mmØ E.F 2-16mmØ E.F 2-16mmØ E.F
@ 70mm O.C @ 70mm O.C
2-16mmØ and 2-16mmØ and
5-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ 3-16mmØ 5-16mmØ

5-16mmØ and 5-16mmØ 5-16mmØ and 4-20mmØ and 4-20mmØ 4-20mmØ and
2-16mmØ 2-16mmØ 4-20mmØ 4-20mmØ
10MM TIES SPACED 1@50mm, AND REST 10MM TIES SPACED 1@50mm, AND REST
2B7 400X450 @ 115mm O.C 2B17 400X500 @ 100mm O.C
4-16mmØ 4-16mmØ 4-16mmØ
5-16mmØ 3-16mmØ 5-16mmØ

4-25mmØ 4-25mmØ 4-25mmØ 4-20mmØ and 4-20mmØ 4-20mmØ and

4-20mmØ 4-20mmØ
10MM TIES SPACED 1@50mm, 2-16mmØ E.F 10MM TIES SPACED 1@50mm,11@105mm
2B8 400X500 11@105mm AND REST @ 125mm O.C 2B18 400X500 2-16mmØ E.F 2-16mmØ E.F AND REST @ 115mm O.C
5-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ and
5-16mmØ 5-16mmØ 5-16mmØ

5-16mmØ 3-16mmØ 5-16mmØ 4-20mmØ and 4-20mmØ 4-20mmØ and

4-20mmØ 4-20mmØ
10MM TIES SPACED 1@50mm, AND 2B19 10MM TIES SPACED 1@50mm,11@105mm
2B9 400X450 REST @ 115mm O.C 400X500 AND REST @ 120mm O.C
4-16mmØ 4-16mmØ 4-16mmØ
5-16mmØ 3-16mmØ 5-16mmØ

4-20mmØ and 4-20mmØ 4-20mmØ and 4-20mmØ and 4-20mmØ 4-20mmØ and
4-20mmØ 4-20mmØ 4-20mmØ 4-20mmØ
2-16mmØ E.F 10MM TIES SPACED 1@50mm, 2-16mmØ E.F 10MM TIES SPACED 1@50mm,12@95mm
2B10 400X500 2-16mmØ E.F 2-16mmØ E.F 11@105mm AND REST @ 125mm O.C 2B20 400X500 2-16mmØ E.F 2-16mmØ E.F AND REST @ 110mm O.C
4-16mmØ and 5-16mmØ and
5-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ 5-16mmØ

3-20mmØ 3-20mmØ 3-20mmØ 3-16mmØ 3-16mmØ 3-16mmØ

10MM TIES SPACED 1@50mm, 11@80mm 10MM TIES SPACED 1@50mm, AND REST
2B11 350X450 AND REST @ 100mm O.C 2B21 350X400 @ 100mm O.C
3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ

4-20mmØ and 4-20mmØ 4-20mmØ and

4-20mmØ 4-20mmØ 4-20mmØ 4-20mmØ 4-20mmØ
10MM TIES SPACED 1@50mm, AND REST 10MM TIES SPACED 1@50mm,11@80mm
2B12 400X500 @ 70mm O.C 2B22 350X400 AND REST @ 100mm O.C
5-16mmØ 3-16mmØ 5-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ

4-20mmØ and 4-20mmØ 4-20mmØ and

4-16mmØ 4-16mmØ 4-20mmØ 4-20mmØ 4-20mmØ
10MM TIES SPACED 1@50mm,11@105mm 10MM TIES SPACED 1@50mm,11@80mm
2B14 400X500 AND REST @ 120mm O.C 2B23 350X400 1-16mmØ E.F 1-16mmØ E.F 1-16mmØ E.F AND REST @ 100mm O.C

5-16mmØ 3-16mmØ 5-16mmØ 3-16mmØ 3-16mmØ and 3-16mmØ

2-16mmØ

4-20mmØ and 4-20mmØ 4-20mmØ and 3-20mmØ and 3-20mmØ 3-20mmØ and
4-16mmØ 4-16mmØ 3-16mmØ 3-16mmØ
2-16mmØ E.F 10MM TIES SPACED 1@50mm,11@105mm
2B15 400X500 2-16mmØ E.F 2-16mmØ E.F 3B1 400X500 2-16mmØ E.F 2-16mmØ E.F 2-16mmØ E.F 10MM Ø TIES SPACED @ 1 @50,11@105
AND REST @ 125mm O.C
AND REST @ 125MM O.C
4-16mmØ and 2-16mmØ and
5-16mmØ 5-16mmØ 5-16mmØ 4-16mmØ 4-16mmØ 4-16mmØ

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 13
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30
 BAR ARRANGEMENT BAR ARRANGEMENT
DIMENSION STIRRUPS SPACING DIMENSION STIRRUPS SPACING
MARK (WxD) MARK (WxD)
USED 10mmØ RSB SIZE USED 10mmØ RSB SIZE
LEFT SUPPORT MIDSPAN RIGHT SUPPORT LEFT SUPPORT MIDSPAN RIGHT SUPPORT

ROOF DECK FLOOR BEAM (Fy=414MPa, F'c=28 MPa) ELEV. +8600 SCALE 1:25M ROOF BEAM (Fy=414MPa, F'c=28 MPa) ELEV. +11600 SCALE 1:25M

3-20mmØ and 3-20mmØ 3-20mmØ and

2-16mmØ 2-16mmØ 3-16mmØ and 3-16mmØ 3-16mmØ and 17-2L-10mmØ @ 50mm C/C @ LEFT SUPPORT
RB2 300X350 3-20mmØ 3-20mmØ
10MM Ø TIES SPACED @ 1 @50,11@105 61-2L-10mmØ @ 80mm C/C @ MIDSPAN
3B2 400X500 2-16mmØ E.F 2-16mmØ E.F 2-16mmØ E.F 1-16mmØ E.F 1-16mmØ E.F 1-16mmØ E.F
AND REST @ 125MM O.C 17-2L-10mmØ @ 50mm C/C @ RIGHT SUPPORT
2-16mmØ and 2-16mmØ and 2-16mmØ and 2-20mmØ 3-20mmØ 2-20mmØ
3-16mmØ 3-16mmØ 3-16mmØ

4-16mmØ 4-16mmØ 4-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 8-2L-10mmØ @ 100mm C/C @ LEFT SUPPORT
RB3 300X350 5-2L-10mmØ @ 100mm C/C @ MIDSPAN
3B3 350X400 10MM Ø TIES SPACED @ 1 @50
AND REST @ 100MM O.C 8-2L-10mmØ @ 100mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ

3-16mmØ and 3-16mmØ 3-16mmØ and 3-16mmØ 3-16mmØ 3-16mmØ 19-2L-10mmØ @ 80mm C/C @ LEFT SUPPORT
2-16mmØ 2-16mmØ RB4 300X350
10MM Ø TIES SPACED @ 1 @50 2-2L-10mmØ @ 80mm C/C @ MIDSPAN
3B4 400X450
AND REST @ 115MM O.C 19-2L-10mmØ @ 80mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ

3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 30-2L-10mmØ @ 80mm C/C @ LEFT SUPPORT
RB5 300X350 27-2L-10mmØ @ 80mm C/C @ MIDSPAN
3B5 400X450 10MM Ø TIES SPACED @ 1 @50
AND REST @ 115MM O.C 30-2L-10mmØ @ 80mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ

4-25mmØ 4-25mmØ 4-25mmØ

4-20mmØ 4-20mmØ 4-20mmØ 7-2L-10mmØ @ 90mm C/C @ LEFT SUPPORT
10MMØ TIES SPACED @ RB6 300X350
2-16mmØ E.F 4-2L-10mmØ @ 90mm C/C @ MIDSPAN
3B6 450X500 2-16mmØ E.F 2-16mmØ E.F 1@50,11@105AND REST @ 130MM
O.C 7-2L-10mmØ @ 90mm C/C @ RIGHT SUPPORT
2-16mmØ and 3-16mmØ 3-16mmØ 3-16mmØ
5-16mmØ 5-16mmØ
5-16mmØ

3-16mmØ 3-16mmØ 3-16mmØ 4-20mmØ

4-20mmØ 4-20mmØ 17-2L-10mmØ @ 50mm C/C @ LEFT SUPPORT
RB7 300X350 1-16mmØ E.F 49-2L-10mmØ @ 80mm C/C @ MIDSPAN
3B7 400X450 10MM Ø TIES SPACED @ 1 @50 1-16mmØ E.F 1-16mmØ E.F
AND REST @ 105MM O.C 2-16mmØ and 17-2L-10mmØ @ 50mm C/C @ RIGHT SUPPORT
3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ 3-16mmØ

3-25mmØ 3-25mmØ 3-25mmØ

10MMØ TIES SPACED @
3B8 400X500 1@50,11@105AND REST @ 125MM
O.C
2-16mmØ and SECOND FLOOR LINE
3-20mmØ 3-20mmØ 3-20mmØ

@ SUPPORT & @ MIDSPAN

3-25mmØ 3-25mmØ 3-25mmØ

2 -16mmØ STIRRUPS
3B9 400X500 10MM Ø TIES SPACED @ 1 @50
AND REST @ 105MM O.C
3-20mmØ 3-20mmØ 3-20mmØ LB 10mmØ 1@ 50mm,
10@70mm REST @ LB
2 -16mmØ 95mm O.C

3-16mmØ and 3-16mmØ and 250x350

3-20mmØ 3-16mmØ 3-20mmØ 7-2L-10mmØ @ 90mm C/C @ LEFT SUPPORT
RB1 300X350 4-2L-10mmØ @ 90mm C/C @ MIDSPAN 3-10mmØ SPACED
2-20mmØ 3-20mmØ 2-20mmØ 7-2L-10mmØ @ 90mm C/C @ RIGHT SUPPORT AS SHOWN
1
LEDGE BEAM (LB) 10mmØ @ 300mm O.C
S 7

1
RC LEDGE DETAIL 2
S 13

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS LOCAL PROGRAM-BUILDINGS AND OTHER STRUCTURES-
MULTIPURPOSE/FACILITIES-NATIONAL BUILDING PROGRAM-
OFFICE OF THE REGIONAL DIRECTOR
REGIONAL OFFICE NO. V
CONSTRUCTION OF SORSOGON PROVINCIAL SANITARIUM 14
FACILITIES SALVADOR MARC R. BOTIN MENDIBEL N. SANOSA MARILOU N. LACUNA GERALD A. PACANAN VIRGILIO C. EDUARTE, CESO IV
30