I. STRUCTURAL DESIGN
II. CONSTRUCTION NOTES
A. CODES AND STANDARDS
A. GENERAL
1. GOVERNING CODES
ACI 318R-95 (REVISED 1995)
UBC 1991 EDITION
NSCP 2002 EDITION
AISC 9TH EDITION
2. GOVERNING STANDARDS
ASTM A36
ASTM 611
ASTM C33 / PNS 18
ASTM C39
ASTM C94 / PNS 46
ASTM C150 / PNS 07
PNS 16
SG 671
240 PA (5 PSF)
144 PA (3 PSF)
240 PA (5 PSF)
96 PA (2 PSF)
2. ROOF LIVE LOAD
TRIBUTARY AREA (SQM)
TA < 20
20 < TA < 60
TA > 60
LOAD (PA)
800 PA
700 PA
600 PA
3. FLOOR DEAD LOAD
PARTITIONS
FLOOR TILES
MASONRY WALLS
960 PA (20 PSF)
1,200 PA (25 PSF)
3,255 PA (68 PSF)
3. ALL FILL AND BACKFILL MATERIALS SHALL BE COMPACTED IN LIFTS NOT EXCEEDING 200 MM
THICK WITH ACCEPTABLE EQUIPMENT TO ACHIEVE A MINIMUM 95% MDD BASED ON ASTM D-698.
IN-PLACE DENSITY SHALL BETESTED BY THE APPROVED INDEPENDENT TESTING LABORATORY
USING ASTM D-1556 SAND CONE APPARATUS.
3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT EXISTING AND
NEW CONSTRUCTION. THIS SHALL INCLUDE BUT NOT LIMITED TO BRACING AND SHORING FOR
LOAD IMPOSED DURING CONSTRUCTION.
4. FILL AND BACKFILL MATERIALS SHALL BE FREE FROMDEBRIS, WOOD, ROOTS, VEGETABLE
MATTER, REFUSE, UNSOUND PARTICLES, DELETERIOUS OR OBJECTIONABLE MATERIALS.
ACCEPTABLE MATERIALS SHALL BE CLASSIFIED AS GW, GM, GP, SW AND SM BY ASTM D-2467
AND CONFORM TO THE FOLLOWING:
4. ALL FOUNDATIONS SHALL REST ON 50MM THICK LEAN CONCRETE AT f'c = 6.895 MPA (1000 PSI)
UNLESS NOTED OTHERWISE.
5. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL DRAWINGS UNLESS SHOWN OR
NOTED OTHERWISE.
LIQUID LIMIT
=
ACCORDANCE WITH ASTM D-423
PLASTICITY INDEX
=
SHALL NOT EXCEED 25
SHALL NOT EXCEED 12 % WHEN TESTED IN
ACCORDANCE WITH ASTM D-424
NO MORE THAN 25% BY WEIGHT AND SHALL BE FINER THAN NO. 200 SIEVE WHEN TESTED
IN ACCORDANCE WITH ASTM D-1140.
6. ALL BAR DIAMETERS AND SPACINGS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS, SECTIONS AND
DETAILS. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
SOIL COMPACTION REQUIREMENTS
90
% FDT
=
=
95
% FDT
85
% FDT
=
B. CONCRETE AND REINFORCING STEEL
1. MINIMUM CONCRETE COVER TO ALL REINFORCING BARS FOR NON-CORROSIVE ENVIRONMENT
SHALL BE AS FOLLOWS:
A. CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH
75 MM
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER
D16MM DIA. BARS OR SMALLER
40 MM
50 MM
OTHER BARS
C. FORMED SURFACE NOT EXPOSED DIRECTLY TO WEATHER OR EARTH
SLABS, WALLS AND JOISTS
20 MM
40 MM
BEAMS, GIRDERS AND COLUMNS
INSIDE THE BUILDING
PARKING AREA
LANDSCAPING
F. CONSTRUCTION JOINTS
1. CONSTRUCTION JOINTS NOT INDICATED ON PLANS SHALL BE MADE SO AS TO LEAST IMPAIR THE
STRENGTH OF THE STRUCTURE AND SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER.
2. SLAB ON GRADE SHALL HAVE CONTROL JOINTS AT 6.00M MAXIMUM CENTER TO CENTER
UNLESS OTHERWISE SHOWN.
2. MINIMUM CONCRETE COVER FOR CORROSIVE ENVIRONMENT NOT EXPOSED TO EARTH
OR GROUND WITH FORM:
50 MM
A. REINFORCED CONCRETE WALL
50 MM
B. SLAB
C. BEAMS/COLUMNS
65 MM
III. SITE SPECIFIC DESIGN PARAMETERS
=
ZONE
BASIC WIND SPEED
=
EXPOSURE
=
=
ALLOWABLE SOIL BEARING CAPACITY
MINIMUM DEPTH OF FOOTING EMBEDMENT
BELOW NATURAL GRADE LINE
=
3. MINIMUM CONCRETE COVER FOR CORROSIVE ENVIRONMENT EXPOSED TO EARTH
OR GROUND WITH FORM:
A. REINFORCED CONCRETE WALL
62 MM
B. SLAB
62 MM
80 MM
C. BEAMS/COLUMNS
100 MM
D. FOOTING
SOIL TEST REPORT:
BY
=
DATE =
__________
4
__________
__________
2500 psi
__________
__________
__________
__________
4. REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIALS THAT ARE
LIKELY TO IMPAIR BOND WITH CONCRETE.
4. FLOOR LIVE LOAD
ROOMS
2,400 PA (50 PSF)
BAR SIZE
(MM)
D
(MM)
180°
L (MM)
135°
D10MM Ø
40
75
75
D12MM Ø
48
75
75
L (MM)
DETAILING DIMENSION
7. SPLICES REQUIRED IN THE REINFORCEMENT OF BEAMS/GIRDERS FRAMING INTO COLUMNS
SHALL NOT BE LOCATED WITHIN THE COLUMN NOR WITHIN A DISTANCE OF TWICE THE BEAM/
GIRDER DEPTH FROM THE FACE OF THE COLUMN. AT LEAST TWO CLOSED STIRRUP TIES SHALL
BE PROVIDED AT ALL SPLICES.
135° HOOK
9. CAMBER ALL BEAMS AT LEAST 0.006M FOR EVERY 4.50M BUT IN NO CASE LESS THAN 0.019M FOR
EVERY 3.00M.
BAR SIZE
(MM)
D
(MM)
180°
L (MM)
90°
L (MM)
D10MM Ø
60
65
120
D12MM Ø
72
65
145
D16MM Ø
96
65
195
2. THE CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTORS ETC. FOR THE
COMPLETION OF THE STRUCTURE EVEN IF SUCH ITEM IS NOT SHOWN ON DRAWINGS.
NOTED.
D20MM Ø
120
80
240
D25MM Ø
150
100
300
D28MM Ø
224
115
340
10. SPECIAL TIES/TRANSVERSE HOOP REINFORCEMENT SHALL BE PROVIDED WITHIN THE BEAM
AND COLUMN JOINT.
L
STIRRUPS AND LATERAL TIES
8. LAP SPLICES SHALL BE MADE WITHIN THE CENTRAL HALF OF COLUMN HEIGHT AND THE SPLICE
LENGTH SHALL NOT BE LESS THAN 1.30 TIMES THE DEVELOPMENT LENGTH.
D
W=
6. BAR SPLICES SHALL BE SECURELY WIRED TOGETHER. SPLICES IN REINFORCED CONCRETE
BEAMS/GIRDERS, COLUMNS AND WALLS SHALL BE SHOWN IN THE DETAILS. FOR NON-STRUCTURAL
WALLS, MASONRY WALLS AND SLABS, SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETER AND
SHALL BE STAGGERED WHEREVER POSSIBLE.
D
WHERE Z =
I=
C=
Rw =
L
5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING
CONCRETE OR APPLYING MORTAR OR GROUT.
5. WIND LOAD
A. BASIC WIND SPEED (REFER TO 2.3A OF NSCP)
ZONE I
250 MPH
200 MPH
ZONE II
B. EXPOSURE
EXPOSURE B
HAS TERRAIN WITH BUILDINGS, FOREST OR SURFACE
IRREGULARITIES, 6.0 METERS OR MORE IN HEIGHT,
COVERING AT LEAST 20 % OF THE AREA EXTENDING
1.50 KM OR MORE FROM SITE.
EXPOSURE C
HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN,
EXTENDING 800 METERS OR MORE FROM THE SITE IN
ANY FULL QUADRANT.
C. DESIGN WIND PRESSURE
WHERE P =
DESIGN WIND PRESSURE
P = Ce Cqʆ
Ce =
COMBINED HEIGHT, EXPOSURE AND
GUST FACTOR COEFFICIENT
0.63 AT EXPOSURE B
1.08 AT EXPOSURE C
Cqʆ = PRESSURE COEFFICIENT FOR THE STRUCTURE
OR PORTION OF STRUCTURE UNDER
CONSIDERATION
6. EARTHQUAKE FORCE
V = (Z I C / Rw) W
2. FORMWORKS SHALL BE IN PLACE PRIOR
TO INSPECTION. CONCRETE POURING OF THE FOUNDATION SYSTEM SHALL NOT BE ALLOWED
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER-OF-RECORD,
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE, WHICH SHALL
INCLUDE THE DIMENSION AND LOCATION OF OPENINGS, GROOVES, REGLETS, PIPE SLEEVES,
CONDUITS AND EMBEDDED OR ATTACHED ITEMS TO CONCRETE, ET CETERA.
B. DESIGN LOADS
1. ROOF DEAD LOAD
TRUSSES
METAL ROOFING AND PURLINS
CEILING
ALL FIXTURES
1. THE STRUCTURAL ENGINEER-OF-RECORD, UPON NOTIFICATION, SHALL CONDUCT A THOROUGH
INSPECTION OF THE FOUNDATION WORKS AFTER EXCAVATION FOR FOOTINGS ARE COMPLETE
AND ANY REQUIRED REINFORCING STEEL ARE IN PLACE.
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS, THE
ARCHITECTURAL, CIVIL, PLUMBING, ELECTRICAL AND MECHANICAL DRAWINGS.
BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE,
AMERICAN CONCRETE INSTITUTE
UNIFORM BUILDING CODE
NATIONAL STRUCTURAL CODE OF THE
PHILIPPINES, VOLUME I
MANUAL OF STEEL CONSTRUCTION,
ALLOWABLE STRESS DESIGN,
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
STRUCTURAL STEEL
STEEL SHEET, CARBON, COLD-ROLLED STRUCTURAL
ALLOY
SPECIFICATION FOR STEEL BARS FOR STEEL
REINFORCEMENT
STANDARD SPECIFICATION FOR CONCRETE
AGGREGATES
STANDARD TEST METHOD FOR COMPRESSIVE
STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS
STANDARD SPECIFICATION FOR READY-MIXED
CONCRETE
STANDARD SPECIFICATION FOR PORTLAND CEMENT
PHILIPPINE NATIONAL STANDARD FOR CONCRETE
HOLLOW BLOCKS
SPECIFICATION FOR THE DESIGN OF COLD-FORMED
STRUCTURAL STEEL MEMBERS BY AMERICAN IRON
AND STEEL INSTITUTE
ASTM 615 / PNS 49
E. FOUNDATION
C. STRUCTURAL STEEL
0.40 FOR SEISMIC ZONE 4
1.00 IMPORTANCE FACTOR
2.75 MAXIMUM
8.00 DUAL SYSTEM
DETAILING DIMENSION
90° HOOK
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION (AISC) MANUAL 9TH EDITION UNLESS OTHERWISE SHOWN OR NOTED.
0.1375 MAXIMUM, TOTAL SEISMIC LOAD
1. CONCRETE ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS
f'c=
21 MPA (3,000 PSI)
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY CODE (AWS D1.1)
UNLESS INDICATED OTHERWISE. WELDING ELECTRODES SHALL BE E70XX.
2. REINFORCING STEEL YIELD STRENGTH
fy=
275 MPA (40,000 PSI)
4. ALL BOLTS AND THREADED FASTENERS SHALL CONFORM WITH ASTM A-325 UNLESS OTHERWISE
D
C. DESIGN MATERIAL STRESSES
L
DETAILING DIMENSION
3. STRUCTURAL STEEL YIELD STRENGTH
fy=
250 MPA (36,000 PSI)
4. COLD-FORMED STEEL YIELD STRENGTH
fy=
230 MPA (33,000 PSI)
5. MASONRY ULTIMATE COMPRESSIVE STRENGTH
FOR BUILDING WALLS, PERIMETER FENCES AND TRENCHES
fm'=
4.83 MPA (700 PSI)
6. MASONRY CONCRETE GROUT COMPRESSIVE STRENGTH
f'c=
13.8 MPA (2,000 PSI)
7. MASONRY REINFORCING STEEL YIELD STRENGTH
fy=
275 MPA (40,000 PSI)
8. STEEL PIPE YIELD STRENGTH
fy=
250 MPA (36,000 PSI)
PROJECT NAME AND LOCATION:
180° HOOK
D. MASONRY
MAIN BARS
1. ALL MASONRY WALLS/CONCRETE HOLLOW BLOCKS SHALL BE LAID IN FLEMISH BOND
(INTERLOCKING COURSE) WITH FULL MORTAR BEDDING. STACK BOND SHALL BE USED ONLY WHEN
SPECIFIED.
2. ALL CELLS SHALL BE FULLY FILLED WITH CONCRETE GROUT.
STANDARD HOOKS AND DIMENSIONS
3. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE HOLLOW BLOCK AT 28 DAYS SHALL BE
4.83 MPA (700 PSI) UNLESS OTHERWISE SPECIFIED.
SHEET CONTENTS:
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
CONSTRUCTION NOTES
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
1
15
11
37
1.0 GENERAL INSTRUCTIONS
200
CHB WALL
WALL THICKNESS
1.1 THE ARCHITECT IN-CHARGE/CIVIL ENGINNER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF
DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND INFORMATION SHOWN IN THE DRAWINGS BEFORE PROCEEDING WITH THE WORK.THIS SHALL INCLUDE THE
LOCATION AND DIMENSION OF GROOVES, REGLETS, SLEEVES , CURVES , OPENINGS , EMBEDDED OR ATTACHED ITEMS ,ETC.REFER TO ARCHITECTURAL ,MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS.
10mmØ TIES @ 150mm O.C.
2-12mm Ø HOR. BARS
200
(MIN)
(MIN)
2-12mm Ø HOR. BARS
10mmØ TIES @ 150 O.C.
WALL THICKNESS
1.2 ALL WORK AND MATERIALS SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATESTS EDITION OF THE UNIFORM BUILDING CODE AND SUCH REGULATING
AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF WORK.
CHB WALL
1.3 THE ARCHITECT IN-CHARGE/CIVIL ENGINEER SHALL PROVIDE ERECTION BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURE
STABILITY DURING ALL PHASES OF CONSTRUCTION.
LINTEL BEAM
BOND BEAM
1.4 ALL SLABS,BEAMS,GIRDERS,AND OTHER STRUCTURAL ELEMENTS WHICH ARE NOT INDICATED DETAILED,DESIGNATED OR INADVERTENTLY OMITTED BUT ARE
NECESSARY BUT TO BE COORDINATED WITH THE ARCHITECTURAL AND OTHER ALLIED ENGINNERING AS WELL TO COMPLETE THE STRUCTURAL WORKS IN ACCORDANCE
WITH THE INTENT OF THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT UP DURING MEETINGS.
1.5 IN THE INTERPRETATION OF THESE DRAWINGS INDICATED DIMENSIONS SHALL GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR CONSTRUCTION
PURPOSES.
STANDARD BEAM DETAILS
1.6 SPECIFICATION NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
1.7 ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
1.8 SHOP DRAWINGS FOR STEEL AND CONCRETE CONSTRUCTION SHALL BE BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.
BAR SIZE
ℓ db (MM)
BASIC LENGTH
ℓ db (MM)
1.9 ALL SPECIFICATIONS REFFERED TO IN THE DRAWINGS MUST BE THE LATEST EDITIONS UNLESS OTHERWISE NOTED.
ℓ db (150MM MIN.)
D12MM Ø
175
D16MM Ø
234
D20MM Ø
292
D25MM Ø
365
D28MM Ø
409
D32MM Ø
467
D36MM Ø
-
2.0 FOUNDATION
CRITICAL
SECTION
2.1 FOOTINGS ARE DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 Psf. AT A MINIMUM DEPTH OF (SEE DRAWING) FROM A NATURAL GRADE LEVEL.
THE ARCHITECT IN-CHARGE/CIVIL ENGINNER SHALL REPORT IN WRITING TO THE DESIGNER ON ACTUAL CONDITIONS UNCOVERED AND CONFIRM ACTUAL BEARING
CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE.
CRITICAL
SECTION
2.2 NO FOOTING SHALL REST ON FILL. FOOTINGS FOR CONCRETE HOLLOW BLOCKS WALLS AND OTHER MINOR STRUCTURE SHALL BE EMBEDDED AT LEAST 750 MM.
FROM THE NATURAL GRADE LEVEL UNLESS OTHERWISE NOTED.
db
150
db
D10MM Ø
ℓ db (150MM MIN.)
2.3 PROVIDE TEMPORARY MEANS FOR REMOVAL OF WATER FROM ANY SOURCE DURING CONSTRUCTION DEWATERING SHALL BE CAREFULLY AND PROPERLY
PERFORMED TO AVOID DISTURBING FOUNDATIONS SLAB BEARING SURFACES.
180° HOOK
2.4 THE ARCHITECT IN-CHARGE/CIVIL ENGINEER SHALL DESIGN, INSTALL, AND MONITOR ALL EXCAVATION RETENTION SYSTEMS AS REQUIRED FOR PROTECTION OF
ADJACENT PROPERTIES AND PROVIDE ALL MEASURES AND PRECAUTIONS TO MINIMIZE SETTLEMENT OF AND PREVENT DAMAGE TO ADJACENT EXISTING OR NEW
CONSTRUCTION.
90° HOOK
2.5 DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL GROUND FLOOR HAVE BEEN PLACED AND THE CONCRETE HAS ATTAINED THE REQUIRED STRENGTH.
2.6 REFER TO ARCHITECTURAL DRAWINGS ELEVATIONS, DETAILS, REFER TO ARCHITECTURAL ,MECHANICAL, PLUMBING, AND OTHER TRADES FOR SUB-SOIL DRANAIGE
SYSTEM , MACHINERY ANCHORS AND OTHER EMBEDDED ITEMS , DEPRESSIONS ,FINISHES , DOWELS FOR MASONRY WALLS , CURBS, ETC.
DEVELOPMENT LENGTHS SHALL BE AS FOLLOWS:
2.7 ALL STRUCTURAL FILL MATERIALS SHALL BE COMPACTED TO 95% RELATIVE COMPACTION WITH ASTM D698. FILL SHOULD BE PLACED IN LIFTS NOT TO EXCEED 300MM.
A.
USE 0.70 ℓ db FOR BARS WITH SIDE COVER (NORMAL TO PLANE OF HOOK) NOT LESS THAN 65MM, AND FOR
90° HOOK, COVER ON BAR EXTENSION BEYOND HOOK NOT LESS THAN 50MM.
B.
USE 0.80 ℓ db FOR BARS WITH HOOKS ENCLOSED VERTICALLY OR HORIZONTALLY WITHIN LATERAL TIES OR
STIRRUPS - TIES SPACED ALONG THE FULL DEVELOPMENT LENGTH ℓ dh NOT GREATER THAN 3db.
C.
USE 0.80 ℓ db FOR BARS NOT INCLUDED IN A AND B.
2.8 WHERE LOOSE MATERIAL IS ENCOUNTERED AT DEPTH OF EMBEDMENT INDICATED EXCAVATE TO FIRM LAYER.
3.0 REINFORCING STEEL
3.1 GRADE :
ASTM A 615 GRADE 40 12 DIA. TO 25 DIA. ASTM A 615 GRADE 33 10 DIA. 10 DIA. AND SMALLER ASTM A 185 OR BS 4483 SLAB ON GRADE
DEFORMED BARS (fy= 276 Mpa)
DEFORMED BARS (fy=230 Mpa)
WELDED WIRE FABRIC (fy= 500Mpa)
STANDARD HOOK BARS
3.2 ALL BARS SHALL BE BENT COLD UNLESS PERMITTED BY THE STRUCTURAL ENGINEER.
BAR SIZE
ℓ db (MM)
BASIC LENGTH
ℓ db (MM)
3.3 THE MINIMUM LAP LENGHT ARE SHOWN THE TABULATION. (SEE TABLE 1).
MINIMUM LENGTH
ℓ db (MM)
TOP BARS
3.4 ALL REINFORCING SHALL BE SUPPORTED IN CONFORMANCE WITH THE MANUAL OF STANDARD PRACTICE DETAILING REINFORCED CONCRETE STRUCTURE
(ACI 315 LATEST EDITION).
3.5 ALL REINFORCING BARS SHALL BE CLEANED THOUROUHLY OF ALL LOOSE RUST, SOIL OR OTHER MATERIAL IMMEDIATELY PROIR TO PLACING CONCRETE.
OTHERS
ℓ db (300MM MIN.)
90
395
300
D12MM Ø
130
470
350
D16MM Ø
231
630
465
D20MM Ø
361
785
585
D25MM Ø
565
1185
915
D28MM Ø
708
1330
1020
D32MM Ø
925
1520
1170
3.6 ALL WELDING OF REINFORCEMENT SHALL CONFORM TO THE PROVISIONS OF THE STRUCTURAL WELDING CODE REINFORCING STEEL , AWS D 1.4.
3.7 A FULL MECHANICAL CONNECTION (REBAR SPLICER) SHALL DEVELOP IN TENSION OR COMPRESSION AS REQUIRED AT LEAST 125% OF THE SPECIFIED YIELD
STRENGHT fy OF THE REBAR IF USED, SUBMIT SAMPLE FOR APPROVAL OF THE DESIGNER.
3.8 UNLESS SHOWN OTHERWISE ON PLANS, SPLICES , SHALL BE LOCATED AS FOLLOWS:
a.) INTERMEDIATE BEAMS, TOP BARS SHOULD BE SPLICED AT MIDSPAN AND BOTTOM BARS AT THE SUPPORT.
b.)BEAMS FRAMING TO COLUMNS : TOP AND BOTTOM BARS SHALL NOT BE SPLICED WITHIN THE COLUMN
OR WITHIN A DISTANCE OF TWICE THE MEMBER DEPTH FROM THE FACE OF THE COLUMN. THE SPLICE LENGHT SHALL
NOT BE LESS THAN 1.3 x THE DEVELOPMENT LENGHT (Ld).
c.) COLUMNS LAP SPLICES SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN HEIGHT AND THE SPLICE BAR SPLICE SHALL BE 0.60 M. IF STAGGARD SPLICING
IS USED.
d.) CMU WALLS: PROVIDE DOWELS ON R.C COLUMNS , BEAMS, FOOTINGS , AND FOOTINGS TIE- BEAMS TO MATCH CMU WALL REINFORCEMENT.
CRITICAL
SECTION
db
D10MM Ø
STRAIGHT
3.7 UNLESS INDICATED OTHERWISE ALL BEAMS TERMINATING AT COLUMN SHALL HAVE TOP & BOTTOM BARS EXTENDING TO THE FAR FACE OF THE COLUMN.
TERMINATING IN A STANDARD 90DEGRESS HOOK OF ANCHORAGE SHALL NOT BE LESS THAN 0.60 M.
STRAIGHT BARS
STANDARD DEVELOPMENT OF BARS
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
CONSTRUCTION NOTES
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
2
16
11
37
4.0 CONCRETE
TABLE 1.0
4.1 UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN THE SPECIFICATIONS THE MINIMUM 28-DAYS CYLINDER COMPRESSIVE OF CONCRETE fc' SHALL BE
AS FOLLOWS;
a.) FOOTINGS , FOOTING TIE BEAMS , RETAINING WALLS
AND BASEMENT WATER TANK.
b.) COLUMNS , PEDESTALS , AND SHEAR WALLS
c.) FLOOR SLABS, BEAMS AND GIRDERS
d.) DECK FLOORS , CANOPIES
e.) PARTITIONS , CURTAIN WALLS ,BEDDED SLABS
SIDEWALKS , CURBS, AND GUTTER & OTHER
NON-STRUCTURAL ELEMENTS
f.) LEAN CONCRETE
MINIMUM EMBEDMENT AND LAP SPLICE (mm.)
20.7Mpa(3000 Psi).
20.7Mpa(3000 Psi).
20.7Mpa(3000 Psi).
20.7Mpa(3000 Psi).
17.0Mpa(2500 Psi).
fc' = 20.7 Mpa TO 40 Mpa
BAR
SIZE
10.0Mpa(1500 Psi).
c.) AGGREGATE SIZE SHALL BE AS FOLLOWS:
a.) 20 mm.
SUSPENDED SLABS, BEAMS, GIRDERS,WALLS AND COLUMNS.
b.) 40 mm.
FOOTING , THICKENED SLABS AND SLAB ON GRADE.
d.) MINIMUM COVERING OF CONCRETE FOR REINFORCING BARS SHALL NOT BE LESS THAN:
-75mm.
UNIFORMED CONCRETE DEPOSITED AGAINST GROUND.
-50mm.
FORMED CONCRETE AGAINST GROUND OR EXPOSED TO WEATHER FOR BARS
LARGER THAN 16MM. IN DIAMETER.
-40mm.
FORMED CONCRETE AGAINST GROUND OR EXPOSED TO WEATHER FOR BARS
16MM. IN DIAMETER AND SMALLER.
-40mm.
BEAMS AND COLUMNS NOT EXPOSED TO GROUND OR TO WATER.
-20mm.
SLABS AND WALLS NOT TO EXPOSED TO GROUND OR TO WEATHER.
-75mm.
CONCRETE EXPOSED TO WEATHER.
TOP BARS (W/IN 300 OF CONCRETE CAST BELOW)
STRAIGHT
EMBEDMENT
Ld.
EMBEDMENT
LENGHT E
W/ STD. END
HOOK
H
10 dia.
250
E = 25
E = 150
300
400
500
12 dia.
300
E = 150
E = 200
400
500
16 dia.
400
E = 200
E = 250
500
20 dia.
500
E = 250
E = 300
25 dia.
800
E = 300
E = 400
4.2 a.) 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.
b.) NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS UNLESS AUTHORIZED IN WRITING BY THE DESIGNERS AND ONLY FOR
USUAL CONDITIONS WHERE VIBRATION IS EXTREMELY DIFFICULT TO ACCOMPLISH.
OTHER THAN TOP BARS
CLASS
A
Tension SPLICE
ALSO FOR
COMPRESSION
SPLICE
CLASS
B
Tension SPLICE
(1.3 x LD.)
CLASS
C
Tension SPLICE
(1.7 x LD.)
STRAIGHT
EMBEDMENT
(1.4 x LD.)
CLASS
A
Tension SPLICE
(1.4 x LD.)
CLASS
B
Tension SPLICE
(1.82 x LD.)
CLASS
C
Tension SPLICE
(2.38 x LD.)
350
350
450
600
600
400
400
600
700
600
700
500
500
700
900
600
700
900
700
700
900
1200
800
1000
1400
1100
1100
1500
1900
BEAM BOT.
BARS WHERE
TENSILE STRESS
IN BARS
<(0.5fy)
& % of BAR
SPLICE >75%.
FOR CONCRETE
WALL VERT.
BAR SLAB &
SLAB & BEAMS
BARS WHERE
TENSILE STRESS
IN BARS<(0.5fy)&
% of BARS
SPLICE 100%.
BEAM TOP
BARS WHERE
TENSILE STRESS
IN
BARS <(0.5fy)
& % of BAR
SPLICE >50%.
BEAM TOP
BARS WHERE
TENSILE STRESS
IN
BARS <(0.5fy)
& % of BAR
SPLICE >75%.
FOR CONCRETE
WALL HOR.
BAR BEAM
TOP BARS
WHERE
TENSILE STRESS
IN BARS<(0.5fy)&
% of BARS
SPLICE= 100%.
e.) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH DAYS POUR AND EACH 50cu.m. OR FRACTION THEREOF CAST IN ACCORDANCE WITH ASTM C31 AND TESTED
IN ACCORDANCE WITH ASTM C39.
f.) WELDED WIRE FABRIC SHALL BE MADE OF COLD DRAWN WIRE AND SHALL CONFORM TO ASTM A185.
h.) EXPOSED EDGES OF CONCRETE SHALL HAVE 25 MM.(1") CHAMFER UNLESS OTHERWISE NOTED OR DETAILED.
i.) CONSTRUCTION JOINTS IN ALL FLOORS SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS ,BEAMS , JOINTS, GIRDERS SHALL BE OFFSET A
MINIMUM DISTANCE OF TWO TIMES THE WIDTH OF INTERSECTING LINES.
REMARKS
g.) PRIOR TO PLACING CONCRETE , ALL REINFORCING STEEL ANCHOR BOLTS , DOWELS , EMBEDDED STRUCTURAL STEEL SHAPES , BARS, PLATES , OR OTHER
INSERTS SHALL BE WELL SECURED IN POSITION AND APPROVED BY THE ENGINEER.
END
ANCHORAGE
FOR BOTTOM
BARS OF SLAB
&
BEAMS.
END
ANCHORAGE
FOR BOTTOM
BARS OF SLAB &
BEAMS,WALLS
,COLUMNS
DOWELS TO
FOOTINGS.
FOR COLUMNS
VERT. BARS
BEAM BOTTOM
BARS WHERE
TENSILE STRESS
IN
BAR<(0.5fy)
& % of BAR
SPLICE >
50%.
FOR BEAMS
INTO WALLS.
5.0 MASONRY WALLS
5.1 CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 GRADE N.
5.2 MORTAR AND GROUT FOR ALL- REINFORCED MASONRY SHALL CONFORM TO ASTM 270-TYPE M AND SHALL HAVE A MINIMUM 28-DAYS STANDARD CYLINDER
COMPRESSIVE STRENGHT OF 20.7 Mpa (3000 Psi).
5.3 ALL MASONRY WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF CONCRETE HOLLOW BLOCKS REINFORCEMENT UNLESS
OTHERWISE INDICATED ON PLANS.
SCHEDULE OF CONCRETE HOLLOW BLOCK REINFORCEMENTS
BLOCK
THICKNESS
(mm)
REINFORCEMENT
HORIZONTAL
VERTICAL
10mm.dia.AT 600 O.C.
10mm.dia.AT 600 O.C.
BLOCK
THICKNESS
(mm)
6.0 REFERENCES
REINFORCEMENT
THE FOLLOWING SHALL GOVERN THE DESIGN FABRICATION AND CONSTRUCTION OF THE PROJECT:
VERTICAL
HORIZONTAL
6.1 AMERICAN CONCRETE INSTITUTE (ACI) PUBLICATIONS.
100
150
12mm.dia.AT 600 O.C.
12mm.dia.AT 600 O.C.
ACI 318- 89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
ACI 315- 83 MANUAL OF STANDARD PRACTICE FOR DETAILING OF CONCRETE REINFORCEMENT.
NOTE:
6.2 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) PUBLICATION.
a. MINIMUM LAP SPLICES =250MM.
b. PROVIDE RIGHT ANGLE REINFORCEMENT 700 MM.LONG.
c. WHERE CHB WALLS ADJOIN COLUMNS RC BEAMS AND WALLS ,DOWELS, WITH THE SAME SIZE AND SPACING AS VERTICAL OR HORIZONTAL
REINFORCEMENT SHALL BE PROVIDED.
d. PROVIDE BEAM BLOCKS AT EVERY FOURTH COURSE AND POST AT 300 O.C.
MANUAL OF STEEL CONSTRUCTION.,9TH EDITION.
6.3 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (NSCP) 4TH. EDITION. , 1992.
5.4 UNLESS INDICATED OTHERWISE CMU WALLS USED IN THIS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGHT AT 28 DAYS , f'm=4.83 Mpa.
5.5 UNLESS INDICATED OTHERWISE , ALL CMU WALLS SHALL BE FILLED SOLIDLY WITH GROUT.
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
CONSTRUCTION NOTES
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
3
17
11
37
A
B
LEGEND
C
INTERIOR WALL
C1F1
COLUMN ONE - FOOTING
ONE
C2F2
COLUMN TWO - FOOTING
TWO
6.00 M.
3.00 M.
3.00 M.
C1F1
C1F1
C1F1
ELEV. 0 +175
6
3.21 M.
FTB-2
W1F1
FTB-2
3.21 M.
FTB-2
W1F1
FTB-2
6
WALL FOOTING ONE
WF1
ELEV. 0 +175
5
C1F1
5
C1F1
3.21 M.
FTB-2
FTB-2
3.21 M.
FTB-1
ELEV. 0+ 225
4
C1F1
4
C1F1
SLAB ON FILL
THICKNESS = 100 MM + FINISH W/
10 MM Ø TEMP. BARS SPACED @
400 MM O.C. BOTHWAYS
3
C1F1
3
C1F1
15.00 M.
3.21 M.
FTB-2
FTB-2
3.21 M.
15.00 M.
FTB-1
ELEV. 0+ 225
C1F1
C2F2
3.21 M.
FTB-2
FTB-2
3.21 M.
FTB-1
C1F1
C2F2
C1F1
2
2
FTB-2
2.15 M.
2.15 M.
RAMP
ELEV. 0+ 200
C2F2
C2F2
1
1
RAMP
UP
1.50 M.
3.00 M.
1.50 M.
6.00 M.
A
S - 100
1
B
C
D
FOUNDATION PLAN
4
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
1
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
SCALE
100
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
FOUNDATION PLAN
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
5
18
11
37
COLUMN SCHEDULE
LEVEL
COLUMN ( C - 1 )
COLUMN ( C - 2 )
COLUMN ( C - 3 )
COLUMN ( C - 4 )
COLUMN ( C - 5 )
FFL
NAT. GRD. LINE
FTB
Y - BAR ( LONGITUDINAL )
DEPTH
ROOF BEAM LEVEL
FTB
SIZE :
X - BAR ( TRANS VERSE )
SIZE :
350 mm. x 350 mm.
100 MM. THK.
GRAVEL FILL
300 mm. x 300 mm.
MAIN BARS :
MAIN BARS :
4 - 25 MM. Ø BARS.
8 - 20 MM. Ø BARS.
T
ADDITIONAL BARS :
8 - 20 MM. Ø BARS.
TIES :
TIES :
3 TIES AT 10 MM. Ø
3 @ 50 , 5 @ 100 , 7 @ 150
REST 200 MM. TO CENTER.
3 TIES AT 10 MM. Ø
3 @ 50 , 5 @ 100 , 7 @ 150
REST 200 MM. TO CENTER.
SECTION
FOUNDATION LEVEL TO
GROUND FLOOR LEVEL
2
S 5
SIZE :
SCALE:
1:30 M.
X - BAR ( TRANS VERSE )
SIZE :
350 mm. x 350 mm.
DETAIL OF WF-1
300 mm. x 300 mm.
MAIN BARS :
Y - BAR ( LONGITUDINAL )
MAIN BARS :
4 - 25 MM. Ø BARS.
8 - 20 MM. Ø BARS.
ADDITIONAL BARS :
8 - 20 MM. Ø BARS.
TIES :
TIES :
3 TIES AT 10 MM. Ø
3 @ 50 , 5 @ 100 , 7 @ 150
REST 200 MM. TO CENTER.
3 TIES AT 10 MM. Ø
3 @ 50 , 5 @ 100 , 7 @ 150
REST 200 MM. TO CENTER.
WIDTH
GROUND LEVEL TO
ROOF BEAM LEVEL
LENGTH
PLAN
SIZE :
SIZE :
350 mm. x 350 mm.
300 mm. x 300 mm.
MAIN BARS :
MAIN BARS :
4 - 25 MM. Ø BARS.
1
S 5
8 - 20 MM. Ø BARS.
ADDITIONAL BARS :
8 - 20 MM. Ø BARS.
TIES :
TIES :
3 TIES AT 10 MM. Ø
3 @ 50 , 5 @ 100 , 7 @ 150
REST 200 MM. TO CENTER.
3 TIES AT 10 MM. Ø
3 @ 50 , 5 @ 100 , 7 @ 150
REST 200 MM. TO CENTER.
TYPICAL FOOTING DETAIL
SCALE:
1:30 M.
SCHEDULE OF FOOTING
FOOTING DIMENSIONS
REINFORCEMENTS
FOOTING MARK
REMARKS
FTB
BAR " X "
BAR " Y "
LENGTH
WIDTH
DEPTH
F1
10 - 16 MM. DIA.
10 - 16 MM. DIA.
1300
1300
1200
250
SQUARE FOOTING
F2
8 - 16 MM. DIA.
8 - 16 MM. DIA.
1200
1200
1200
250
SQUARE FOOTING
THICKNESS
3
S 5
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
WALL TO TIE-BEAM CONN. DETAIL
SCALE:
1:20 M.
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
COLUMN SCHEDULE
SCHEDULE OF FOOTING
TYPICAL FOOTING DETAIL
DETAIL OF WF-1
WALL TO TIE-BEAM CONNECTION DETAIL
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
6
19
11
37
A
B
LEGEND
C
B-1
S-1
5
3.21 M.
S-1
4
G-1
S-1
3.21 M.
B-1
B-2
S-2
B-4
B-1
3.21 M.
15.00 M.
STAIR WELL
15.00 M.
G-1
B-1
S-1
4
S-1
G-1
B-2
B-1
3.21 M.
5
G-1
6
B-1
3.21 M.
3.00 M.
B-1
3.00 M.
B-2
B-1
3.21 M.
6
6.00 M.
3
3
S-1
2
3.21 M.
B-2
B-1
3.21 M.
S-1
2
S-1
B-1
G-1
G-1
2.15 M.
1
B-3
1
S-1
B-2
B-3
B-1
2.15 M.
B-2
B-1
1.50 M.
3.00 M.
1.50 M.
6.00 M.
A
S - 100
1
B
C
D
SECOND FLOOR FRAMING PLAN
6
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
DRAFTED/PREPARED BY:
1
REVIEWED:
SUBMITTED:
SCALE
100
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
SECOND FLOOR FRAMING PLAN
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
7
20
11
37
BEAM & GIRDER SCHEDULE
FLOOR LEVEL
BEAM MARK
b
ROOF
LEVEL
(mm)
RB - 1
250
BAR ARRANGEMENT
SUPPORTS
h
(mm)
400
SCHEDULE OF SLAB
REINFORCEMENT BARS
BEAM DIMENSIONS
TOP
MIDSPAN
BOTTOM
5-20 mmØ
4-20 mmØ
TOP
4-20 mmØ
WEB BARS
SUPPORTS
BOTTOM
STIRRUPS SIZE
& SPACING
10mm Ø, 1@50
6@100, REST @
200mm O.C.
300
2-16 mmØ
2-16 mmØ
2-16 mmØ
2-16 mmØ
G-1
300
500
6-20 mmØ
4-20 mmØ
4-20 mmØ
6-20 mmØ
REMARKS
PARALLEL TO LONG SPAN
4-20 mmØ
200
THICKNESS
MIDSPAN
10mm Ø, 1@50
7@100, REST @
200mm O.C.
RB - 2
REINFORCEMENT BARS
MARK
PARALLEL TO SHORT SPAN
S-1
125 MM
10 mmØ @ 250 mm O.C.
BENT-UP 2 OUT OF 3 @
L/4 FROM THE FACE OF
THE SUPPORT
10 mmØ @ 190 mm O.C.
BENT-UP 2 OUT OF 3 @
L/4 FROM THE FACE OF
THE SUPPORT
TWO-WAY
S-2
125 MM
10 mmØ @ 250 mm O.C.
TEMP. BARS
10 mmØ @ 250 mm O.C.
BENT-UP 2 OUT OF 3 @
L/4 FROM THE FACE OF
THE SUPPORT
ONE-WAY
10mm Ø, 1@50
10@100, REST @
200mm O.C.
2-16 mmØ
2
3
1
4
250
350
4-20 mmØ
2-20 mmØ
2-20 mmØ
4-20 mmØ
2-16 mmØ
10mm Ø, 1@50
8@100, REST @
200mm O.C.
B-2
250
350
4-16 mmØ
2-16 mmØ
2-16 mmØ
4-16 mmØ
2-16 mmØ
10mm Ø, 1@50
8@100, REST @
200mm O.C.
B-3
250
350
3-16 mmØ
2-16 mmØ
2-16 mmØ
3-16 mmØ
10mm Ø, 1@50
7@100, REST @
200mm O.C.
SB - 1
200
300
2-16 mmØ
2-16 mmØ
2-16 mmØ
2-16 mmØ
10mm Ø, 1@50
3@100, REST @
200mm O.C.
FTB - 1
300
500
4-20 mmØ
4-20 mmØ
4-20 mmØ
4-20 mmØ
FTB - 2
250
350
5-20 mmØ
2-20 mmØ
3-20 mmØ
2-20 mmØ
COL.
COL.
COL.
COL.
10mm Ø, 1@50
10@100, REST @
200mm O.C.
2-16 mmØ
TIE
BEAM
SECOND FLOOR
LEVEL
B-1
10mm Ø, 1@50
8@100, REST @
200mm O.C.
SPAN RANGES 3.50 M. ( VERIFY )
SEE FLOOR FRAMING PLAN
L1
A
L3
L2
B
TYPICAL TWO - WAY SLAB DETAIL
2D
L2/3
L2/3
2D
L3/3
2D
L3/3
2D
2D
LAP SPLICES ARE ALLOWED
ONLY ON THIS PORTION
LAP SPLICES ARE ALLOWED
ONLY ON THIS PORTION
A
B
SHORT SPAN = S
S/4
CONTINOUS
L2/5
L2/5
L2/5
L3/6
2 - 16 mm Ø SIDE BARS
RC
BEAM
RC
BEAM
DISCONTINOUS EDGE
CONTINOUS
BEAM SECTION DETAIL
RC SLAB SECTION DETAIL
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
BEAM AND GIRDER SCHEDULE
SCHEDULE OF SLAB
BEAM SECTION DETAIL
TYPICAL TWO-WAY SLAB DETAIL
RC SLAB SECTION DETAIL
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
8
21
11
37
A
B
LEGEND
C
6.00 M.
3.00 M.
RB- 2
RB- 2
6
6
3.00 M.
RB- 1
RB- 1
TRUSS 1
TRUSS 1
3.21 M.
GUTTER
RB- 2
C PURLIN
C PURLIN
RB- 2
GUTTER
TRUSS 1
3.21 M.
TRUSS 1
RB- 2
3.21 M.
TRUSS 1
RB- 1
3
3
RB- 1
15.00 M.
RB- 1
4
GUTTER
RB- 2
RB- 1
RB- 2
3.21 M.
15.00 M.
4
GUTTER
3.21 M.
RB- 2
5
5
3.21 M.
TRUSS 1
RB- 2
3.21 M.
GUTTER
RB- 2
TRUSS 1
2
2
TRUSS 1
C PURLIN
TRUSS 1
C PURLIN
RB- 2
GUTTER
3.21 M.
TRUSS 1
2.15 M.
RB- 2
RB- 2
CB- 1
CB- 1
1
GUTTER
GUTTER
1
2.15 M.
TRUSS 2
TRUSS 2
1.50 M.
3.00 M.
1.50 M.
6.00 M.
A
S - 100
1
B
C
D
ROOF FRAMING PLAN
8
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
DRAFTED/PREPARED BY:
1
REVIEWED:
SUBMITTED:
SCALE
100
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
ROOF FRAMING PLAN
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
9
22
11
37
6 mm. thk. GUSSET
PLATE
GA 26 ( .6mm thk. ) PRE - PAINTED
PRE - FORMED
50 mm. x 100 mm. x 2.0 mm. C - PURLINS
G.I.RIDGE ROLL.
@ 700 mm. ON CENTER.
7981
965
1008
1008
1008
1008
1008
1008
965
APEX OF LINE
2007
GA 26 ( .5mm thk. ) PRE - PAINTED
LONG SPAN CORRUGATED
G.I. SHEET ROOFING.
2617
50 mm. x 50 mm. x 6 mm.
CLIP ANGLE BAR.
12 mm. dia. ROUND BAR
SAG ROD ( Bolt Type at Ends )
STAGGARD.
184
615
2- 65 mm. x 65 mm. x 6 mm. thk.
2- 65 mm. x 65 mm. x 6 mm. thk.
ANGLE BAR
ANGLE BAR
TOP & BOTTOM CHORD.
250 mm. x 300 mm. x 12 mm.
WEB / STRUT MEMBER.
4 - 20 mm. dia. x 300 mm.
thk. STEEL BASE PLATE.
ANCHOR BOLT.
GA 26 ( .6mm thk. ) PRE - PAINTED
PRE - FORMED
G.I. GUTTER.
75 mm. dia. PVC
DOWNSPOUT CLASS
100.
T - 1 DETAIL
2- 65 mm. x 65 mm. x 6 mm. thk.
ANGLE BAR
TOP & BOTTOM CHORD.
50 mm. x 100 mm. x 2.0 mm. C - PURLINS
@ 700 mm. ON CENTER.
GA 26 ( .6mm thk. ) PRE - PAINTED
PRE - FORMED
RIDGE ROLL.
5100
300
600
600
600
600
300
1050
1151
1050
1787
GA 26 ( .5mm thk. ) PRE - PAINTED
LONG SPAN CORRUGATED
G.I. SHEET ROOFING.
637
2- 65 mm. x 65 mm. x 6 mm. thk.
ANGLE BAR
WEB / STRUT MEMBER.
GA 26 ( .6mm thk. ) PRE - PAINTED
PRE - FORMED
G.I. GUTTER.
184
2- 65 mm. x 65 mm. x 6 mm. thk.
ANGLE BAR
TOP & BOTTOM CHORD.
T - 2 DETAIL
TRUSS DETAILS
SCALE
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
1: 20
DRAFTED/PREPARED BY:
M.
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
TRUSS DETAILS
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
10
23
11
37
4
3
50 mm. x 100 mm.
WOOD HANDRAIL.
900
4
3
LANDING
SECOND FIN. FLR. LINE
SECOND FIN. FLR. LINE
13
20 mm. SQUARE
BAR RAILINGS.
12
250
RUN
250
RUN
200
RUN
11
S
200
RUN
12 mm. dia.
BENT / REINFORCING BARS
SPACED AT 150 mm. ON
CENTER.
STAIRS BRASS
NOSING.
10
9
SL
650
AB 125
TH
IC
K
NE
S
12 mm. dia.
REINFORCING BARS
SPACED AT SHOWN.
7
6
100
12 mm. dia.
REINFORCING BARS
SPACED AT 150 mm. ON
CENTER.
12 mm. dia.
REINFORCING BARS.
12 mm. dia.
TEMPERATURE BARS
SPACED AT 150 mm. ON
CENTER BOTHWAYS.
8
5
4
3
900
125
2
1
SECTION ELEVATION DETAIL
FIN. FLR. LINE
FIN. FLR. LINE
200
SECTION ELEVATION DETAIL
FINISH GRADE
500
5 - 16 mm. dia.
STRAIGHT BARS /
REINFORCING
SPACED AT SHOWN.
250
10 mm. dia.
STIRRUPS
SPACED AT 3 - 50 ,
4 - 100 REST AT
200 mm. ON CENTER.
16 mm. dia.
VERTICAL BARS
SPACED AT 150
mm. ON CENTER.
100 mm. thk.
GRAVEL FILL.
16 mm. dia.
STRAIGHT BARS /
REINFORCING
800
STAIRS DETAILS
SCALE
PROJECT NAME AND LOCATION:
SHEET CONTENTS:
1: 20
M.
DRAFTED/PREPARED BY:
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.
SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 8
LEYTE SECOND ENGINEERING DISTRICT
CARIGARA, LEYTE
STAIRS DETAILS
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI-PURPOSE
BUILDING
BARANGAY DISTRICT 3 , PASTRANA , LEYTE
REGAREE M. SILOT
CRESCENTE KIM N. BODO , Jr.
ROCHEL D. HERMANO
FRANCISCO E. ROBIN , Jr.
LEO EDWARD L. OPPURA
ENGINEERING ASSISTANT B
ENGINEERING ASSISTANT (ARCHITECT)
OIC-CHIEF, PLANNING & DESIGN SECTION
OIC-ASSISTANT DISTRICT ENGINEER
OIC-DISTRICT ENGINEER
DATE:
DATE:
DATE:
DATE:
S
11
24
11
37