PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
CONSTRUCTION NOTES
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-1
A. IN THE INTERPRETATION OF THESE DRAWINGS, INDICATED DIMENSIONS SHALL GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED
FOR CONSTRUCTION PURPOSES.
A. UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, CAMBER ALL BEAMS AND GIRDERS AT LEAST 6MM FOR EVERY 4.5M OF SPAN
EXCEPT CANTILIVERS FOR WHICH CAMBERS SHALL BE NOTED IN THE PLANS OR AS ORDERED BY THE DESIGNER BUT IN CASE LESS
THAN 20MM FOR EVERY 3M OF SPAN.
B. REINFORCING BARS FOR CONCRETE EXPOSED TO WEATHER SHALL BE PROTECTED WITH AT LEAST 75MM CLEAR DISTANCE AND IN NO CASE
LESS 40MM CONCRETE. THESE CONDITIONS MAY BE WAIVED WHEN ADEQUATE WATERPROOFING IS PROVIDED.
C. REINFORCING BARS SHALL BE DEFORMED CONFORMING TO ASTM A615 BILLET STEEL AS FOLLOWS:
16MMØ BARS AND LARGER SHALL BE HIGH GRADE WITH MINIMUM Fy = 414 MPA (60,000PSI)
12MMØ BARS AND SMALLER SHALL BE INTERMEDIATE GRADE WITH Fy = 276 MPA (40,000PSI)
IF BENDING AND WELDING ARE IMPORTANT, DEFORMED BAR SHALL CONFORM TO ASTM A706 LOW ALLOY GRADE 414 STEEL BAR.
D. ALL CONCRETE WORKS SHALL BE DONE IN ACCORDANCE ACI-318-95 BUILDING CODE FOR REINFORCED CONCRETE AND ALL STRUCTURAL
STEEL WORKS SHALL BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATIONS AS IT DOES NOT CONFLICT WITH THE NATIONAL
STRUCTURAL CODE OF THE PHILIPPINES (NSCP-C101-15) REQUIREMENTS.
E. SLAB ON FILL MUST NOT BE PLACED UNLESS FILL HAS BEEN PROPERLY COMPACTED. ALL SLAB ON FILL SHALL BE PROVIDED WITH 100MM
THICK WELL COMPACTED CLEAN COARSE SAND BED EXCEPT IN DRIVEWAYS WHERE IT SHALL BE 150MM. BACK FILL OF ALL EXCAVATED
AREAS AND THE PREPARATION OF SUB-BASE SHALL BE WELL COMPACTED AT LEAST 95% OF THE STANDARD PROCTOR DENSITY BEFORE
WELL COMPACTED CLEAN COARSE SAND ARE LAID.
F. THE CONTRACTOR SHALL COORDINATE WITH THE AR, ME, SE, AND EE PLAN AS TO THE EXACT SIZES AND LOCATION OF THE HOLES THRU
FLOOR SLABS AND WALLS.
G. CONTRACTOR TO PROVIDE SHOP DRAWINGS + BAR CUTTING LIST FOR APPROVAL OF THE STRUCTURAL ENGINEER.
H. FOR GIRDERS, HOOPS SHALL BE USED WITHIN THE DISTANCE TWICE OF THE GIRDER DEPTH. BEYOND IT, STIRRUPS WITH SEISMIC HOOKS
MAY BE USED. WITHIN THE SPLICED LENGTH, 10MMØ HOOPS SHALL BE PROVIDED AT 0.10MOC.
A. UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN THE STRUCTURAL SPECIFICATIONS, THE MINIMUM 28 DAYS COMPRESSIVE
CYLINDER STRENGTH OF CONCRETE SHALL BE AS FOLLOWS:
1. FOR SUSPENDED SLABS, BEAMS, AND GIRDERS
2. FOR COLUMNS AND PEDESTAL
3. FOR RETAINING WALLS
4. FOR FOOTING TIE BEAMS
5. FOR PARAPET WALLS, GUTTERS AND OTHER STRUCTURAL ELEMENTS
6. FOR SLAB ON GRADE, CURTAIN WALLS, BEDDED SLAB, SIDEWALKS
7. FOR NON STRUCTURAL ELEMENTS
21 MPA (3,000 PSI)
21 MPA (3,000 PSI)
21 MPA (3,000 PSI)
21 MPA (3,000 PSI)
21 MPA (3,000 PSI)
17 MPA (2,500 PSI)
17 MPA (2,500 PSI)
B. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION, REHANDLING OR FLOWING. PLACING SHALL BE DONE
PROPERLY WITH BUGGIES, BUCKETS OR WHEEL-BORROWS. NO CHUTES SHALL EXCEED SIX (6) METERS AGGREGATE LENGTH.
C. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS UNLESS AUTHORIZED BY THE DESIGNER IN WRITING.
EXTERIOR SUPPORT
A. ALL REINFORCEMENTS SHALL BE PROVIDED WITH 20MM CLEAR CONCRETE COVER EXCEPT FOR SLAB ON GRADE WHERE REINFORCEMENT
SHOULD BE PLACED AT THE CENTER OF THE SLAB THICKNESS.
B. UNLESS OTHERWISE DETAILED IN CONTINUOUS SLABS HAVING SAME REINFORCEMENTS RUNNING IN ONE DIRECTION, REINFORCING BARS
SHALL BE BENT UP OR EXTENDED AS SHOWN IN FIGURE 1.
C. FOR TWO-WAY SLABS, BARS ALONG THE SHORTER SPAN SHALL BE PLACED BELOW THE LONGER SPAN BARS AT CENTER AND ABOVE THE
LONGER SPAN BARS AT THE SUPPORTS. THE SPACING OF BARS AT THE COLUMN STRIP SHALL BE 1.5 TIMES THE SPACING IN THE MIDDLE
STRIP, BUT IN ANY CASE GREATER THAN 2.5 THE SLAB THICKNESS OR 450MM.
D. TEMPERATURE BARS OF SUSPENDED SLABS SHALL BE PLACED ABOVE THE MAIN REINFORCEMENT AT MIDSPAN AND SHALL BE BELOW THE
MAIN REINFORCEMENT AT THE SUPPORTS.
E. UNLESS OTHERWISE NOTED, ALL BENDS SHALL BE REINFORCED WITH 10MMØ AT 0.25 MOC EW AT CENTER OF SLAB. SLAB CONSTRUCTION
JOINTS SHALL NOT BE MORE THAN 3.0M.
F. WHENEVER REQUIRED, DROP SLAB SHALL BE ADDITIONALLY REINFORCED AS SHOWN IN FIGURE 2.
G. EXTRA REINFORCEMENTS SHALL BE PROVIDED AT CORNER SLAB AS SHOWN IN FIGURE 3.
H. UNLESS NOTED IN THE PLAN, ALL OPENNINGS SHALL BE REINFORCED ALL AROUND BY 2-16MMØ BAR AT THE TOP AND BOTTOM OF THE
SLAB.
EXTERIOR COLUMN INTERIOR COLUMN INTERIOR COLUMN
FIG. 5. TYPICAL DETAIL OF GIRDER
TABLE 2. DEVELOPMENT LENGTH
BAR IN TENSION
BAR
SIZE
ASTM
A615
EXTERIOR SPAN INTERIOR SPAN INTERIOR SPAN OVERHANG SPAN
300mm (min.)
4-10mmØ
DROP SLAB
10mmØ
12mmØ
16mmØ
20mmØ
25mmØ
28mmØ
32mmØ
NOTES:
f'c = 21 MPA
300
350
475
600
900
1025
1175
450
550
750
900
1375
1550
1750
FOR Fy = 275 MPA
f'c = 28 MPA
250
300
425
525
800
900
1000
375
450
600
750
1200
1325
1525
f'c = 35 MPA
250
300
375
475
700
800
900
350
400
550
700
1050
1200
1350
f'c = 21 MPA
450
550
750
900
1375
1550
1750
650
800
1050
1300
2050
2300
2625
FOR Fy = 414 MPA
f'c = 28 MPA
400
475
650
800
1200
1325
1525
575
700
925
1150
1800
2000
2275
f'c = 35 MPA
CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2
350
425
575
700
1050
1200
1350
500
625
825
1025
1600
1800
2050
f'c = 21
MPA
200
200
250
300
400
450
500
BAR IN COMPRESSION
FOR Fy = 275 MPA
f'c = 28
MPA
200
200
250
300
350
400
450
f'c = 35
MPA
200
200
250
250
300
350
400
FOR Fy = 275 MPA
f'c = 21
MPA
250
300
350
450
550
650
750
1.0 FOR REINFORCING BARS IN TENSION WITH STANDARD HOOK AT ITS END, DEVELOPMENT LENGTH MAY BE DIVIDED BY 2.50.
2.0 CASE 1 IS FOR BARS WITH CLEAR SPACING NOT LESS THAN THE BAR DIAMETER OR EITHER LESS THAN 25MM OTHERWISE,
CASE 2 SHALL BE USED.
f'c = 28
MPA
200
250
350
400
500
550
650
f'c = 35
MPA
200
250
300
350
450
500
550
EXTERIOR COLUMN
A. ALL CHB WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 450 PSI AND SHALL BE REINFORCED AS PRESENTED IN TABLE 3.
B. MIIMUM LAP LENGTH OF SPLICE SHALL BE 250MM.
C. PROVIDE RIGTH ANGLED REINFORCEMENT AT CORNERS, 900MM LONG.
D. PROVIDE BEAMS BLOCKS AT EVERY 10TH LAYER OF CHB AND A POST AT EVERY 3.0M. SEE FIGURE 9 AND FIGURE 10.
E. WHERE CHB WALLS ADJOIN COLUMNS, RC BEAMS, AND RC WALLS, DOWELS WITH THE SAME SIZE AS THE VERTICAL OR HORIZONTAL
REINFORCEMENTS SHALL BE PROVIDED.
BLOCK THICKNESS
TABLE 3. SCHEDULE OF CHB REINFORCEMENTS
100mm
150mm
125mm
200mm
GRID GRID GRID
GRID
INTERIOR SUPPORT INTERIOR SUPPORT
FIG. 4. TYPICAL DETAIL OF INTERMEDIATE BEAM
A. ALL FOOTINGS WERE DESIGNED BASED ON THE ALLOWABLE SOIL BEARING CAPACITY OF 200 KPA. THE CONTRACTOR SHALL REPORT IN WRITING
TO THE DESIGNER THE ACTUAL SOIL CONDITION AT THE LEVEL OF THE FOOTING AND CONFIRM THE ACTUAL SOIL BEARING CAPACITY BEFORE
DEPOSITING CONCRETE.
B. NO FOOTING SHALL REST ON UNCOMPACTED FILL NOR LOOSE SOIL. ALL FOOTINGS SHOULD REST AT LEAST 1.0 BELOW THE GROUND. THE
MINIMUM CONCRETE PROTECTION FOR REINFORCEMENTS SHALL BE 75MM CLEAR.
C. ALL COLUMN REINFORCEMENTS SHALL REST ABOVE THE BOTTOM REINFORCEMENTS OF THE FOOTING WITH 90-DEGREE BEND PLUS 12 TIMES BAR
DIAMETER EXTENSION AT THE FREE END BUT NOT LESS THAN 300MM. HOOPS IN THE COLUMN SHALL CONTINUE BELOW THE TOP OF THE FOOTING
AT 0.10MOC.
EXTERIOR SUPPORT
I. INDIVIDUAL BARS WITHIN A BUNDLE SHALL TERMINATE AT DIFFERENT POINTS WITH AT LEAST 40 TIMES THE BAR DIAMETER STAGGER.
B. TYPICAL BAR BENDING AND CUTTING DETAILS FOR INTERMEDIATE BEAMS AND GIRDERS ARE SHOWN IN FIGURE 4 AND FIGURE 5
RESPECTIVELY. MAIN REINFORCING BARS SHALL HAVE A STANDARD HOOK OF 90 DEGREE BEND PLUS 12 TIMES THE DIAMETER OF THE
BAR EXTENSION AT ITS FREE END.
C. IF BEAM REINFORCEMENT ENDS IN A WALL, THE CLEAR DISTANCE FROM THE BAR TO THE FARTHEST FACE OF THE WALL SHALL NOT BE
LESS THAN 50MM. MINIMUM EMBEDMENT LENGTH SHALL BE AS SHOWN IN TABLE 2.
D. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS, USE SEPARATORS OF SIZE EQUAL TO THE BAR DIAMETER BUT NOT LESS
THAN 25MM SPACED AT 900MM ON CENTERS. IN NO CASE SHALL BE LESS THAN TWO SEPARATORS BETWEEN LAYERS OF BARS.
E. WHEN BEAM CROSSES A GIRDER, REST BEAM BARS ON TOP OF THE GIRDER BARS. REINFORCING BARS SHALL BE SYMMETRICAL ABOUT THE
CENTERLINE WHENEVER POSSIBLE, UPPER BARS SHALL BE PLACED DIRECTLY ABOVE THOSE BARS IN THE BOTTOM LAYERS.
F. NO SPLICE SHALL BE PERMITTED ON BEAMS WHERE CRITICAL BENDING OCCURS. LENGTH OF LAP SPLICE WHERE PERMITTED SHALL BE AS
SHOWN IN TABLE 2. WELD SPLICE SHALL BE DEVELOP IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF BAR. NOT MORE
THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE ALLOWED TO SPLICE THEREIN. A TYPICAL WELDED SPLICE DETAIL IS SHOWN IN FIGURE 7.
G. FOR ALL BEAMS, ALWAYS FIT THE REINFORCEMENTS IN ONE LAYER WHENEVER POSSIBLE. WHENEVER BEAM IS SUPPORTING A PLANTED
COLUMN, BOTTOM BAR AT MIDSPAN OF THE BEAM SHALL CONTINUE UP TO THE SUPPORTS.
A. BEAM-COLUMN JOINTS SHALL BE PROVIDED BY A HOOP AT 0.1MOC. THE NUMBER OF SETS
FOR SUCH HOOPS SHALL BE THE SAME IN THE CONFINED REGION AS SCHEDULED.
B. WHERE COLUMN CHANGES IN SIZE, VERTICAL REINFORCEMENT SHALL BE OFFSET AT A SLOPE
OF NOT MORE THAN 1:6 AND EXTRA 10MMØ HOOPS AT 0.10MOC SHALL BE PROVIDED
THROUGHOUT THE OFFSET REGION.
C. SPLICE SHALL BE ALLOWED ONLY WITHIN THE CENTER HALF OF THE CLEAR COLUMN HEIGHT.
SPLICE LENGTH SHALL BE PROVIDED WITH A HOOP SPACED AT 0.10MOC. SPLICE LENGTH SHALL
BE CONSIDERED AS TENSION SPLICE AS PRESENTED IN TABLE 2.
D. COLUMN TIES AND SPIRAL SHALL BE PROVIDED WITH MINIMUM CLEAR CONCRETE COVER OF
40MM. VERTICAL BARS SHALL HAVE A CLEAR DISTANCE OF 1.5 TIMES BAR DIAMETER OR 40MM
WHICHEVER IS LARGER.
E. CONFINED REGION SHALL BE EQUAL TO THE LARGER OF THE FOLLOWING:
1.0 450MM
2.0 BIGGER COLUMN DIMENSION
3.0 (CLEAR COLUMN HEIGHT)/6
FIG. 8. BEAM-COLUMN JOINT
A. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL
UNLESS OTHERWISE SHOWN OR NOTED.
B. ALL STRUCTURAL STEEL INCLUDING THAT OF GUSSET PLATES SHALL BE ASTM A36 STEEL WITH YIELD STRENGTH OF Fy = 248 MPA.
C. ALL BOLTS AND THREADED FASTENERS SHALL BE ASTM A325.
D. ALL WELDS SHALL BE E70XX ELECTRODE AND SHALL DEVELOP AT LEAST 100% OF THE STRENGTH OF THE CONNECTED MEMBERS.
E. THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER THE SHOP/FABRICATION DRAWINGS FOR APPROVAL BEFORE ANY WORKS
SHALL COMMENCE.
F. ALL DOUBLE ANGLE STRUCTURAL MEMBERS MUST BE PROVIDED WITH FILLER PLATES AT 0.30MOC MAXIMUM SPACING.
G. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL HAVE AT LEAST TWO COATS OF RED LEAD OR ZINC CHROMATE PRIMER PAINT.
H. ALL TRUSSES, BEAMS, AND GIRDERS, MUST BE PROVIDED WITH A CAMBER AT THE RATE OF 3MM FOR EVERY 3.0M OF CLEAR SPAN IN A
PARABOLIC LAYOUT.
HORIZONTAL REINFORCEMENTS VERTICAL REINFORCEMENTS
10mmØ @ 400mm O.C.
10mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
10mmØ @ 400mm O.C.
10mmØ @ 400mm O.C.
10mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
10mmØ @ 400mm O.C.
6-12MMØ BAR WITH
10mmØ TIES @ 0.2MOC
FULL PENETRATION
BUTT WELD
FULL PENETRATION
BUTT WELD
FIG. 2. TYPICAL DETAIL OF DROP SLAB
9-10mmØ @ 300 O.C.
TABLE 1. SCHEDULE OF TEMPERATURE BARS
THICKNESS
100mm
150mm
125mm
MINIMUM TEMPERATURE BARS
10mmØ @ 250mm O.C.
10mmØ @ 300mm O.C.
10mmØ @ 400mm O.C.
FIG. 3. CORNER SLAB
FIG. 6. TYPICAL SECTION OF BEAM FIG. 7. TYPICAL WELD SPLICE DETAIL
5-10mmØ @ 300 O.C.
STIRRUP OR
HOOP AS
SCHEDULED
FLEXURAL
BAR
NOTE: "X" SHALL BE THE LARGER OF
6 TIMES BAR DIAMETER OR 75MM
WELDING OF REINFORCEMENT TO BE IN
ACCORDANCE WITH AWS D12-1-6 SPECIFICATIONS
SQUARE CUT
END
SQUARE CUT END
A. NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (NSCP C101-15 AND NSCP C102-97)
B. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14
C. DESIGN OF CONCRETE BUILDINGS FOR EARTHQUAKE AND WIND FORCES 2ND EDITION, S.
K. GOSH, A. W. DOMEL, D. A. FANELLA.
D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL
E. HANDBOOK OF STRUCTURAL STEEL CONNECTION DESIGN AND DETAILS BY A. R. TAMBOLI
F. DESIGN OF REINFORCED CONCRETE, 10TH EDITION BY MC CORMAC
E. PCI DESIGN HANDBOOK, PRECAST AND PRESTRESS CONCRETE, FOURTH EDITION
2-12MMØ BAR WITH
10MMØ STIRRUP @
0.2MOC
CONSTRUCTION NOTES
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
COLUMN LEGEND:
CONTINUOUS
TERMINATED
PLANTED
A
8250
C2/F2
1
2
3
4
5
6
7
8
FTB1
BI03 BI03
B
7750
C2/F2
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
UP
C1/F1
C2/F2
FTB1
BI03 BI03
C2/F2
UP
FTB1
BI02
FTB1
BI01
ELEVATOR
ELEVATOR
C1/F1
C2/F2
FTB1
BI03 BI03
C2/F2
FTB1
BI02
FTB1
BI01
FTB1
SHAFT
BI01
ELEVATOR
FTB1
BI01
FTB1
BI01
100mm THICK SLAB
C1/F1
C2/F2
FTB1
BI03 BI03
C2/F2
FTB1
BI02
FTB1
BI01
FTB1
BI01
FTB1
BI01
C1/F1 C1/F1
C1/F1 EXPANSIONC1/F1
FUTURE
FTB1
BI01
ON GRADE W/ 10mmØ
TEMP. BARS @ 400mm
SPACING BOTHWAYS
FTB1
BI01
C1/F1
FTB1
BI01
C1/F1
FTB1
BI01
C1/F1
FTB1
BI01
C1/F1
FTB1
BI01
C1/F1
FTB1
BI02
C1/F1
C2/F2
FTB1
BI03
FTB1
BI03
C2/F2
FTB1
BI01
FTB1
BI01
FTB1
BI01
FTB1
BI01
FTB1
SHAFT
BI01
FTB1
BI02
FTB1
BI03
C1/F1 C1/F1 C1/F1 C1/F1 C1/F1
UP
C1/F1 C1/F1 C1/F1
FTB1
BI01
FTB1
BI01
FTB1
BI01
FTB1
BI01
FTB1
C1/F1 C1/F1 C1/F1 C1/F1
SERVICE
ELEVATOR
C1/F1
C1
C1
FTB2
BI01
BI01
FTB1 C1
C1 FTB2
BI01
BI01
FTB1
C1
C1
FTB1
BI02
C
8000
C1/F1
D
8000
C1/F1
E
8000
C1/F1
F
8000
C1/F1
G
8000
C1/F1
H
8000
C1/F1
C1/F2
FTB1
BI02
C1/F2
FTB1
BI02
C1/F2
FTB1
BI02
FTB1
BI02
FTB1
BI03
I
136250
8000 8000 8000 8000 8000 8000 8000 8000 8250
J K L
C1/F1
M
C1/F1
C2/F2
FTB1
BI03
C2/F2
N O P Q R
BI01
BI01
C1/F1 C1/F1
C2/F2
UP
FTB1
BI01
ELEVATOR
C1/F1 C1/F1
C2/F2
FTB1
BI03
C2/F2
FTB1
BI02
FTB1
BI03
FTB1
BI03
C2/F2
C1/F1 C1/F1
C2/F2
FTB1
BI03 BI03
C2/F2
FTB1
BI02
FTB1
BI01
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI02
FTB1
BI01
FTB1
BI02
FTB1
BI03
C1/F1 C1/F1 C1/F1 C1/F1 C1/F1 C1/F1 C1/F1 C1/F1 C1/F1
C2/F2
FTB1
BI03
C2/F2
C1/F1 C1/F1
C2/F2
FTB3
BI03 BI03
C2/F2
FTB3
BI02
FTB3
BI01
ELEVATOR ELEVATOR
FTB3
BI02 BI02
ELEVATORELEVATOR
FTB4
BI01
FTB4
BI02
FTB4
BI03
C1/F1 C1/F1 C1/F1 C1/F1
C2/F2
FTB4
BI03
C2/F2
FTB4
BI03
100mm THICK SLAB
C1/F1
C2/F2
FTB5
BI03 BI03
C2/F2
FTB5
BI02
FTB5
BI01
FTB5
BI02 BI02
FTB6
BI01
FTB6
BI02
FTB6
BI03
C1/F1 C1/F1 C1/F1 C1/F1 C1/F1
C2/F2
FTB6
BI03
C2/F2
FTB6
BI03
C2/F2
ON GRADE W/ 10mmØ
TEMP. BARS @ 400mm
SPACING BOTHWAYS
FTB6
BI03
C2/F2
FTB6
BI03
C2/F2
C2/F2
FTB4
BI03
C2/F2
FTB4
BI03
C2/F2
ELEVATOR
C1/F1
FTB7
BI02 BI02
C1/F1
FTB7
BI02 BI02
C1/F1 C1/F1
FTB8
BI02
C1/F1
FTB8
BI02
C1/F1
C2/F2
FTB8
BI03
FTB8
BI03
C2/F2
FTB8
BI03
C2/F2
FTB8
BI03
C2/F2
82
50
80
00
80
00
56
25
0
80
00
80
00
80
00
80
00
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
FT
B11
CF
1
FT
B12
FT
B12
FT
B12
FT
B12
FT
B12
CF
1
FT
B12
FT
B12
FT
B12
FT
B12
FT
B12
CF
1
FT
B13
FT
B13
FT
B13
FT
B13
FT
B13
FT
B13
FT
B13
FT
B13
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B9
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B10
FT
B14
FT
B14
FT
B14
FT
B14
FT
B14
FT
B14
NOT TO SCALE
FOUNDATION PLAN1S-2
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
FOUNDATION PLAN
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-2
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
COLUMN LEGEND:
CONTINUOUS
TERMINATED
PLANTED
A
8250
B
7750
C
8000
D
8000
E
8000
F
8000
G
8000
H
8000
I
136250
8000 8000 8000 8000 8000 8000 8000 8000 8250
J K L M N O P Q R
1
2
3
4
5
6
7
8
GG1
S1 S1 S1 S1
GG1
S1 S1 S1
GG1
S1 S1
GB1
UP
S1
UP
GG2
S1 S1 S1 S1
GG2
S1 S1 S1
GG2
S1 S1
GG2
S1
S1
GB2
GB2
GG3
S1 S1 S1 S1
GG3
S1 S1 S1
GG3
S1 S1
GG3
S1
SHAFT
S1
S1 S1 S1
ELEVATOR
ELEVATOR
S1
S1 S1 S1 S1 S1 S1
GG2 GG2
S1
GB2
GG2
S1 S1
S1
S1
ELEVATOR
GG3
S1 S1 S1
GG3
GB1
S1
FUTURE
EXPANSION
GG5
S1 S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1
S1
GG5
S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1
S1
GG5
S1 S1
S1
S1S1 S1 S1
S1
S1
GB1
GG5
S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1 S1
GG5
S1 S1
S1
GB1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
GG2
GB1
GB1
S1
UP
GG2
S1 S1 S1
GG2
S1 S1
S1
ELEVATOR
GB2
GB2
GG4 GG4 GG4
SHAFT
GB2
SERVICE
ELEVATOR
S1
GG1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
GG1 GG1 GG1 GG1 GG1
S1
S1
S1
S1
S1
S1
UP
GG2
S1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1
GG2 GG2 GG2
GG1 GG1
S1
GB1
S1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1
GG1 GG1 GG1
GG4 GG4 GG4
GG6
S1 S1 S1 S1
GG6
S1 S1 S1
GG6
S1 S1
S1
GG6
S1 S1
GG6 GG6 GG6 GG6 GG6 GG6
S1
GG6
S1 S1 S1
GG6
S1 S1 S1
GG6
S1 S1 S1
GG6
S1 S1
GG7
S1 S1 S1 S1
GG7
S1 S1 S1
GG7
S1 S1 S1
GG7
S1
ELEVATOR
GB3
GB3
GG9 GG9
S1
GG9
S1
S1 S1
GB1
GB1
GG11 GG11
S1
S1
S1
S1
GB1
GB1
GG11 GG11 GG12 GG12
GG9
ELEVATOR
S1
ELEVATOR
GB3
GB3
S1
S1
GG10
S1
S1
GG10
S1 S1
GG10 GG10 GG10
S1
GG10
S1 S1
S1
GB1
ELEVATOR
S1
GG12
GB2
GG10
S1
ELEVATOR
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
GG8 GG8 GG8 GG8 GG8 GG8 GG8
8250
8000
8000
56250
8000
8000
8000
8000
GG
13
GG
13
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
6
GB
6
GG
16
GG
15
GB
6
GB
6
GG
16
GB
7
GB
2
GB
8
GG
17
GG
17
GG
17
GB
8
GG
17
GB
8
GB
8
GG
18
GB
8
GB
8
GG
19
GB
8
GB
8
GG
20
GB
4
GB
4
GG
21
GB
9
GB
9
GG
22
GB
9
GB
9
GG
17
GG
17
GG
17
GB
2
GB
7
GG
16
GB
6
B6
GB
6
GG
15
GG
16
GB
6
GB
6
GG
15
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GG
15
GB
8
GB
7
GG
16
GB
6
GB
6
GG
15
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GG
17
GB
8
GB
7
GG
16
GB
6
GB
6
GG
15
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GG
21
GB
9
GB
9
GG
22
GB
9
GB
9
GG
17
GB
8
GB
7
GG
16
GB
6
GB
6
GG
15
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
8
GG
17
GB
8
GB
8
GG
18
GB
8
GB
8
GG
19
GB
8
GB
8
GG
20
GB
8
GG
17
GB
8
GB
8
GG
18
GB
8
GB
8
GG
19
GB
8
GB
8
GG
20
GG
17
GB
8
GB
8
GG
18
GB
8
GB
8
GG
19
GB
8
GB
8
GG
20
GB
2
GG
21
GB
9
GB
9
GG
22
GB
9
GB
9
GG
17
GB
8
GB
7
GG
16
GB
6
GB
6
GG
15
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GG
17
GG
17
GG
22 G
G22
GG
21
GB
4
GB
4 GG
21
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
6
GB
6
GG
16
GB
7
GG
13
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
6
GB
6
GG
16
GB
7
GG
13
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
6
GB
6
GG
16
GB
7
GG
13
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
6
GB
6
GG
16
GG
17
GB
7
GB
2
GG
13
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GB
6
GB
6
GG
16
GB
2
GG
16
GB
6
GB
6
GG
15
GB
5
GB
5
GG
14
GB
5
GB
5
GG
15
GG
23
GG
23
GB
10
GB
10
GG
24
GB
2
GB
1
GG
24
GB
10
GB
10
GG
24
GB
4
GB
4
GG
24
NOT TO SCALE
GROUND FLOOR FRAMING PLAN1S-3
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-3
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
GROUND FLOOR FRAMING PLAN
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
COLUMN LEGEND:
CONTINUOUS
TERMINATED
PLANTED
A
8250
B
7750
C
8000
D
8000
E
8000
F
8000
G
8000
H
8000
I
136250
8000 8000 8000 8000 8000 8000 8000 8000 8250
J K L M N O P Q R
1
2
3
4
5
6
7
8
2G1
S1 S1 S1 S1
2G1
S1 S1 S1
2G1
S1 S1
2B1
DN
S1
S1
UP
2G2
S1 S1 S1 S1
2G2
S1 S1 S1
2G2
S1 S1
2G2
S1
S1
2B2
2B2
S1SHAFT
2G3
S1 S1 S1 S1
2G3
S1 S1 S1
2G3
S1 S1
2G3
S1 S1 S1 S1
2G3
S1 S1 S1
2G3
2B1
S1 S1S1 S1 S1
S1
S1
2G5
S1 S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1
S1
2G5
S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1
S1
2G5
S1 S1
S1
2B1
2G5
S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1 S1
2G5
S1 S1
S1
S1 S1 S1 S1 S1 S1
2G2 2G2
S1
2B2
2G2
S1 S1
S1
S1
S1
2B1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
2G2
2B1
2B1
S1
UP
2G2
S1 S1 S1
2G2
S1 S1
S1
2B2
2B2
S1
2G4 2G4 2G4 2G4 2G4 2G4
S1
UP
2G2
S1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1
2G2 2G2 2G2
AUX
SHAFT
DN
2B2
S1
2G1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
2G1 2G1 2G1 2G1
UP
2G1
S1
S1
S1
S1
2G1
RAMP
LANDING
AUX
SHAFT
S1
DN
S1
2B1
2G1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1
2G1 2G1 2G1
2G6
S1 S1 S1 S1
2G6
S1 S1 S1
2G6
S1 S1
S1
2G6
S1 S1
2G6 2G6 2G6 2G6 2G6 2G6
S1
2G6
S1 S1 S1
2G6
S1 S1 S1
2G6
S1 S1 S1
2G6
S1 S1
2G7
S1 S1 S1 S1
2G7
S1 S1 S1
2G7
S1 S1 S1
2G7
S1
ELEVATOR
2B3
2B3
2G9 2G9
S1
2G9
S1
S1 S1
UP
2B1
2B1
2G11 2G11
S1
S1
S1
S1
UP
2B1
2B1
2G11 2G11 2G12 2G12
2G9
DN
S1
S1 S1 S1
S1 S1 S1
S1 S1 S1
S1
UP
2B1
S1
2G12
2B2
ELEVATOR
S1
ELEVATOR
2B3
2B3
S1
S1
2G10
DN
2G10 2G10 2G10 2G10 2G10 2G10
DN
S1
ELEVATOR
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
2G8 2G8 2G8 2G8 2G8 2G8 2G8
8250
8000
8000
56250
8000
8000
8000
8000
2G
13
2G
13
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
16
2B
2
2B
8
2G
17
2G
17
2G
17
2B
8
2G
17
2B
8
2B
8
2G
18
2B
8
2B
8
2G
19
2B
8
2B
8
2G
20
2B
4
2B
4
2G
21
2B
9
2B
9
2G
22
2B
9
2B
9
2G
17
2G
17
2G
17
2B
2
2B
7
2G
16
2B
6
B62B
6
2G
15
2G
16
2B
6
2B
6
2G
15
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2G
15
2B
8
2B
7
2G
16
2B
6
2B
6
2G
15
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2G
17
2B
8
2B
7
2G
16
2B
6
2B
6
2G
15
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2G
21
2B
9
2B
9
2G
22
2B
9
2B
9
2G
17
2B
8
2B
7
2G
16
2B
6
2B
6
2G
15
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
8
2G
17
2B
8
2B
8
2G
18
2B
8
2B
8
2G
19
2B
8
2B
8
2G
20
2B
8
2G
17
2B
8
2B
8
2G
18
2B
8
2B
8
2G
19
2B
8
2B
8
2G
20
2G
17
2B
8
2B
8
2G
18
2B
8
2B
8
2G
19
2B
8
2B
8
2G
20
2B
2
2G
21
2B
9
2B
9
2G
22
2B
9
2B
9
2G
17
2B
8
2B
7
2G
16
2B
6
2B
6
2G
15
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
15
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2G
17
2G
17
2G
22 2G
22
2G
21
2B
4
2B
4
2G
21
2G
15
2B
6
2B
6
2G
16
2B
7
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
16
2B
7
2G
13
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
16
2B
7
2G
13
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
16
2B
7
2G
13
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
16
2G
17
2B
7
2B
2
2G
13
2B
5
2B
5
2G
14
2B
5
2B
5
2G
15
2B
6
2B
6
2G
16
2B
2
2G
16
2G
23
2G
23
2B
10
2B
10
2G
24
2B
2
2B
1
2G
24
2B
10
2B
10
2G
24
2B
4
2B
4
2G
24
NOT TO SCALE
SECOND FLOOR FRAMING PLAN1S-4
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-4
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
SECOND FLOOR FRAMING PLAN
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
COLUMN LEGEND:
CONTINUOUS
TERMINATED
PLANTED
C
8000
D
8000
E
8000
F
8000
G
8000
H
8000
I
8000
J
120500
8000 8000 8000 8000 8000 8000 8250 8250
K L M N O P Q R
1
2
3
4
5
6
7
8
3G1
S1 S1 S1
3B1
DN
S1
UP
3G2
S1 S1 S1
3G2
S1
S1
3B2
3B2
S1
3G3
S1 S1 S1
3G3
S1 S1 S1 S1
3G3
S1 S1 S1
3G3
S1 S1
ELEVATOR
3B1
S1 S1 S1
S1
S1
3G5
S1 S1 S1
S1
3G5
S1 S1 S1
3G5
S1 S1 S1
3G5
S1 S1
S1
3G5
S1 S1
S1
OPEN ABOVE
3B1
3B1
3G5
S1 S1 S1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
3G4 3G4 3G4
ELEVATOR
S1
S1 S1 S1 S1 S1 S1
3G2 3G2
S1
3B2
UP
3B2
ELEVATOR
DN
3G2
S1 S1
3G2
S1 S1 S1
S1 S1 S1 S1 S1 S1
S1
ELEVATOR
3B2
3B2
S1
3G4
3G2 3G2
AUX
SHAFT
DN
3B2
SERVICE
ELEVATOR
S1
3G1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
3G1 3G1 3G1 3G1
UP
3G1
S1
S1
S1
S1
S1
S1
UP
3G2
S1
S1
S1 S1 S1
3G2
3G1 3G1
S1
3B1
S1
DN
S1
S1 S1 S1
3G1
3G5
S1 S1 S1
3G5
S1 S1 S1
3G5
S1 S1 S1
3G5
S1 S1
3G6
S1 S1 S1
3G6
OPEN
3B3
3B3
3G7
S1 S1 S1 S1
3G7
3G6 3G6 3G6 3G6 3G6 3G6
S1
S1
S1
ELEVATOR
3B3
3B3
3G10
S1
S1 S1 S1
3B1
UP
3B1
3G13 3G13
S1
S1
S1
S1
UP
3B1
3B1
3G13 3G13 3G14 3G14
3G10
DN
S1
S1 S1 S1
S1 S1 S1 S1 S1 S1
S1
UP
3B1
ELEVATOR
S1
3G14
3B2
ELEVATOR
S1
S1
S1
S1
ELEVATOR
3B3
3B3
S1
S1
3G11
DN
3G11 3G12 3G12 3G12
DN
S1
ELEVATOR
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
3G6
3B3
3B3
3G8
S1
3G6
S1 S1
3G8 3G9 3G9 3G9
8000
8000
7750
55750
8250
8000
8000
7750
3G
15
3G
15
3B
5
3B
5
3G
16
3B
2
3B
6
3G
17
3G
17
3G
17
3G
17
3B
7
3B
7
3G
18
3B
7
3B
7
3G
19
3B
7
3B
7
3G
20
3B
4
3B
4
3G
21
3B
6
3B
6
3G
22
3B
6
3B
6
3G
17
3G
17
3G
17
3G
17
3B
6
3B
2
3B
6
3B
4
3G
16
3B
5
3B
5
3G
15
3G
16
3B
5
3B
5
3G
15
3G
16
3B
5
3B
5
3G
15
3G
16
3B
5
3B
5
3G
15
3G
16
3B
5
3B
5
3G
15
3B
6
3B
6
3G
16
3B
5
3B
5
3G
15
3B
5
3B
5
3G
15
3G
16
3G
21
3B
6
3B
6
3G
22
3B
6
3B
6
3G
17
3B
6
3B
6
3G
17
3B
7
3B
7
3G
18
3B
7
3B
7
3G
19
3B
7
3B
7
3G
20
3B
6
3G
17
3B
7
3B
7
3G
18
3B
7
3B
7
3G
19
3B
7
3B
7
3G
20
3B
1
3B
1
3G
21
3B
6
3B
6
3G
22
3B
6
3B
6
3G
17
3B
6
3B
2
3G
17
3G
17
3G
22 3G
22
3G
21
3G
17
3B
7
3B
7
3G
18
3B
7
3B
7
3G
19
3B
7
3B
7
3G
20
3B
4
3B
4
3G
21
3B
5
3B
5
3G
16
3B
4
3G
15
3B
5
3B
5
3G
16
3G
15
3B
5
3B
5
3G
16
3B
6
3G
15
3B
5
3B
5
3G
16
3B
6
3G
15
3B
5
3B
5
3G
16
3B
6
3B
2
3G
15
3B
5
3B
5
3G
16
3G
23
3G
23
3B
8
3B
8
3G
23
3B
8
3B
8
3G
24
3B
2
3B
1
3G
24
3B
8
3B
8
3G
23
3B
8
3B
8
3G
24
3B
4
3B
4
3G
24
NOT TO SCALE
THIRD FLOOR FRAMING PLAN1S-5
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-5
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
THIRD FLOOR FRAMING PLAN
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
COLUMN LEGEND:
CONTINUOUS
TERMINATED
PLANTED
C
8000
D
8000
E
8000
F
8000
G
8000
H
80000
8000 8000 8000 8000 8000
I J K L M
1
2
3
4
5
6
7
8
4G1
S1 S1 S1
4B1
DN
S1
UP
4G2
S1 S1 S1
S1
4B2
4B2
S1
4G3
S1 S1 S1
4G3
S1 S1 S1 S1
4G3
S1 S1 S1
4G3
S1 S1
ELEVATOR
4G2
S1
S1
S1 S1 S1 S1 S1 S1
4G2 4G2
S1
4B2
UP
4B2
ELEVATOR
DN
4G2
S1 S1
4G2
S1 S1 S1
S1 S1 S1 S1 S1 S1
S1
ELEVATOR
4B2
4B2
ELEVATOR
4B1
S1
4B1
S1
S1
4G4
S1 S1 S1
4G4
S1 S1
4G4
S1 S1 S1 S1
4G4
S1 S1
4G2 4G2
AUX
SHAFT
DN
4B2
SERVICE
ELEVATOR
S1
4G1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
4G1 4G1 4G1 4G1
UP
4G1
S1
S1
S1
S1
S1
S1
UP
4G2
S1
S1
S1 S1 S1
4G2
4G1 4G1
S1
4B1
S1
DN
S1
S1 S1 S1
4G1
4G5
S1 S1 S1
S1
4G5
S1 S1 S1
4G5
S1 S1 S1
4G5
S1 S1 S1
4G6
S1 S1 S1
4G6
S1 S1 S1
4G6
S1 S1 S1
4G6
S1 S1
4G7
S1 S1 S1
4G7
OPEN
4B3
4B3
4G9
S1 S1 S1 S1
4G9
4G7 4G7 4G8 4G8 4G8
OPEN
S1
S1
S1
ELEVATOR
4B3
4B3
4G10
S1
S1 S1 S1
4B1
UP
4B1
4G11 4G11
S1
S1
S1
S1
UP
4B1
4B1
4G11 4G11
4G10
DN
S1
S1 S1 S1
ELEVATOR
S1
S1
S1
ELEVATOR
4B3
4B3
S1
S1
4G10
DN
4G10
S1
ELEVATOR
S1 S1 S1
4B3
4B3
4G9
S1 S1 S1
4G8
4G9
80
00
80
00
77
50
55
75
0
82
50
80
00
80
00
77
50
4G
12
4G
12
4B
5
4B
5
4G
13
4B
2
4B
6
4G
14
4G
14
4G
14
4G
14
4B
7
4B
7
4G
15
4B
7
4B
7
4G
16
4B
6
4G
14
4B
7
4B
7
4G
15
4B
7
4B
7
4G
16
4B
6
4G
14
4B
7
4B
7
4G
15
4B
7
4B
7
4G
16
4B
8
4B
8
4G
17
4B
1
4B
1
4G
18
4B
6
4B
6
4G
19
4B
6
4B
6
4G
14
4G
14
4G
14
4G
14
4B
6
4B
2
4B
4
4G
13
4B
5
4B
5
4G
12
4G
13
4B
5
4B
5
4G
12
4G
13
4B
5
4B
5
4G
12
4G
13
4B
5
4B
5
4G
12
4G
13
4B
5
4B
5
4G
12
4B
6
4G
18
4B
6
4B
6
4G
19
4B
6
4B
6
4G
14
4B
6
4B
6
4B
6
4G
13
4B
5
4B
5
4G
12
4B
5
4B
5
4G
12
4G
13
4G
18
4B
6
4B
6
4G
19
4B
6
4B
6
4G
14
4B
6
4B
2
4G
14
4G
14
4G
19
4
G1
9
4G
18
4G
14
4B
7
4B
7
4G
15
4B
7
4B
7
4G
16
4B
8
4B
8
4G
17
4B
4
4B
4
4G
18
4B
5
4B
5
4G
13
4B
4
4G
12
4B
5
4B
5
4G
13
4G
12
4B
5
4B
5
4G
13
4B
6
4G
12
4B
5
4B
5
4G
13
4B
6
4G
12
4B
5
4B
5
4G
13
4B
6
4B
2
4G
12
4B
5
4B
5
4G
13
NOT TO SCALE
FOURTH TO FIFTH FLOOR FRAMING PLAN1S-6
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-6
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
4TH TO 5TH FLOOR FRAMING PLAN
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
COLUMN LEGEND:
CONTINUOUS
TERMINATED
PLANTED
C
8000
D
8000
E
8000
F
8000
G
8000
H
80000
8000 8000 8000 8000 8000
I J K L M
1
2
3
4
5
6
7
8
RDG1
S1 S1 S1
RDB1
RDB2
DN
S1
ELEVATOR
UP
RDG2
S1 S1 S1
RDG2
S1
S1
RDB2
RDB2
ELEVATOR
RDG3
S1 S1 S1
RDG3 S1
S1
DN
S1 S1 S1
S1
S1 S1 S1 S1 S1 S1
RDG2 RDG2
S1
RDB2
ELEVATOR
RDG2
S1 S1 S1
RDG2
S1 S1
S1 S1 S1 S1 S1 S1
S1
RDB2
RDB2
ELEVATOR
RDG3
S1 S1 S1
RDG3
S1 S1
ELEVATOR
RDB1
S1
RDG4
RDB1 S1
S1
RDG4
S1 S1 S1
RDG4
S1 S1
RDG4
S1
S1
S1 S1 S1
RDG2 RDG2
UP
RDG2
S1
S1
S1 S1 S1
RDG2
S1 S1 S1 S1 S1 S1
RDG1
S1
S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1
RDB1
S1
DN
S1
RDG1 RDG1 RDG1 RDG1 RDG1 RDG1 RDG1
S1
S1 S1 S1
RDG1
RDG4
S1 S1
RDG5
S1 S1 S1
S1
RDG5
S1 S1 S1
RDG5
S1 S1 S1
RDG5
S1 S1 S1
RDG6
S1 S1 S1
RDG6
S1 S1 S1
RDG6
S1 S1 S1
RDG6
S1 S1
RDG7
S1 S1 S1 S1
RDG7
S1 S1
RDG7 RDG7 RDG8 RDG8
S1
RDG8
S1 S1 S1
RDG8
S1 S1
RDG9
S1 S1 S1 S1
RDG9
S1
ELEVATOR
RDB3
RDB3
RDG10
S1
S1 S1 S1
RDG10
S1 S1
S1
ELEVATOR ELEVATOR
RDB3
RDB3
S1
S1
RDG10
S1 S1
S1
RDG10
S1 S1
RDG9
S1
ELEVATOR
S1
S1 S1 S1
RDG9
RDG11 RDG11 RDG11 RDG11
80
00
80
00
77
50
55
75
0
82
50
80
00
80
00
77
50
RD
G1
2R
DG
12
RD
B5
RD
B5
RD
G1
3
RD
B6
RD
B2
RD
G1
4
RD
G1
4
RD
B5
RD
B5
RD
G1
3
RD
B6
RD
G1
2
RD
B5
RD
B5
RD
G1
3
RD
B6
RD
B7
RD
G1
4
RD
G1
2
RD
B5
RD
B5
RD
G1
3
RD
B6
RD
B7
RD
G1
4
RD
B7
RD
B7
RD
G1
5
RD
B7
RD
B7
RD
G1
6
RD
G1
2
RD
B5
RD
B5
RD
G1
3
RD
B6
RD
B7
RD
B7
RD
G1
4
RD
B7
RD
B7
RD
G1
5
RD
B7
RD
B7
RD
G1
6
RD
G1
4
RD
B7
RD
B7
RD
G1
5
RD
B7
RD
B7
RD
G1
6
RD
B8
RD
B8
RD
G1
7
RD
B8
RD
B8
RD
G1
8
RD
B7
RD
B7
RD
G1
9
RD
B7
RD
B7
RD
G1
4
RD
B2
RD
B2
RD
B4
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
4R
DG
14
RD
B7
RD
B7
RD
G1
4
RD
B7
RD
B7
RD
G1
8
RD
B7
RD
B7
RD
G1
9
RD
B7
RD
B7
RD
G1
4
RD
B7
RD
B7
RD
B7
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
3
RD
B5
RD
B5
RD
G1
2
RD
G1
8
RD
B7
RD
B7
RD
G1
9
RD
B7
RD
B7
RD
G1
4
RD
B7
RD
B2
RD
G1
4
RD
B7
RD
B7
RD
G1
5
RD
B7
RD
B7
RD
G1
6
RD
B8
RD
B8
RD
G1
7
RD
B8
RD
B8
RD
G1
8
RD
B7
RD
B7
RD
G1
9
RD
B7
RD
B7
RD
G1
4R
DG
14
RD
G1
2
RD
B5
RD
B5
RD
G1
3
RD
B6
RD
B2R
DG
12
RD
B5
RD
B5
RD
G1
3
NOT TO SCALE
ROOF DECK FRAMING PLAN1S-7
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-7
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
ROOF DECK FRAMING PLAN
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
GRID GRID
TOP BARS @ RIGHT SUPPORT OF SPAN-1
TOP BARS @ LEFT SUPPORT OF SPAN-1
0.25 L1
TOP BARS @ MIDSPAN OF SPAN-1
WEB BARS
(TYPICAL)
0.3L1 or 0.3L2
GREATER
TOP BARS @ LEFT SUPPORT OF SPAN-2
TOP BARS @ RIGHT SUPPORT OF SPAN-2
TOP BARS @ MIDSPAN OF SPAN-2
0.3L1 or 0.3L2
GREATER
0.3L2 or 0.3L3
GREATER
"A"
GRID
HOOPS OR
STIRRUPS
SCHEDULE OF BEAMS/GIRDERS @ FOUNDATION
BOTTOM
BEAM
SPAN
FTB6 3
4
5
6
7
BOT BARS @
MIDSPAN OF SPAN-1
BOT BARS @ RIGHT SUPPORT OF SPAN-1
BOT BARS @ LEFT SUPPORT OF SPAN-1
0.20 L1
L1
SPAN - 1
0.20 L1 0.20 L2
SPAN - 2
L2
"B"
NOTES:
1.0 NO SPLICE SHALL BE MADE AT DISTANCE 2H FROM FACE OF THE SUPPORT
2.0 BOTTOM BARS SHALL BE SPLICED WITHIN L/4 BUT NOT LESS THAN 2H FROM FACE OF THE SUPPORT
3.0 TOP BARS CAN BE SPLICED ANYWHERE BEYOND 2H FROM FACE OF THE SUPPORT
4.0 HOOPS SHALL BE USED WITHIN THE DISTANCE 2H FROM FACE OF THE SUPPORT
5.0 HOOPS AT 100MM SHALL BE USED WITHIN THE SPLICED LENGTH
6.0 STIRRUPS WITH SEISMIC HOOK CAN BE USED BEYOND 2H
1
BEAM
S-8 SCALE
SPAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
FTB2 1
2
FTB3 1
2
3
4
FTB4 1
2
3
4
5
6
7
FTB5 1
2
3
4
FTB6 1
2
BOT BARS
WEB BARS
TOP BARS
SECTION "A"
TYPICAL DETAIL OF BEAMS & GIRDERS
NTS
SCHEDULE OF BEAMS/GIRDERS @ FOUNDATION
BOTTOM
SECTION
FTB1
B (mm) H (mm)
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
TOP
LEFT SUPPORT
TOP
MIDSPAN
BOTTOM TOP
RIGHT SUPPORT
BOTTOM
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
TYPE 1- 1 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
TYPE 2- 2 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
FTB10
FTB9
BOT BARS @
MIDSPAN OF SPAN-2
BOT BARS @ LEFT SUPPORT OF SPAN-2
BOT BARS @ RIGHT SUPPORT OF SPAN-2
0.20 L2
L3
SPAN - 3
FTB8 1
2
3
4
5
6
1
2
3
4
5
6
1
2
3
4
5
6
7
FTB11 1
2
3
4
FTB12 1
2
3
4
5
FTB13 1
2
3
4
5
6
7
8
FTB14 1
2
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
TYPE 1- 1 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
TYPE 2- 2 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
SCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR
BOTTOM
BEAM
SPAN
GG1 1
2
3
B (mm) H (mm)
300
300
300
500
500
500
SECTION
TOP
LEFT SUPPORT
TOP
MIDSPAN
BOTTOM TOP
RIGHT SUPPORT
BOTTOM
7-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
TYPE 1- 1 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
TYPE 2- 2 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
1
1
1
GG6
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
GG5
1
1
1
1
1
1
1
1
1
1
FTB7 1
2
B (mm) H (mm)
300
300
300
300
300
300
300
500
500
500
500
500
500
500
SECTION
TOP
LEFT SUPPORT
TOP
MIDSPAN
BOTTOM TOP
RIGHT SUPPORT
BOTTOM
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
6-20mmØ 6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ
1
1
1
1
1
1
1
SCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR
BOTTOM
BEAM
SPAN
GG1 4
5
6
7
8
9
10
11
12
13
14
GG2 1
2
3
4
5
6
7
8
9
10
11
12
13
14
GG3 1
2
3
4
5
6
GG4 1
2
3
4
5
6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4
B (mm) H (mm)
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
SECTION
TOP
LEFT SUPPORT
TOP
MIDSPAN
BOTTOM TOP
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
2-20mmØ
2-20mmØ
2-20mmØ
2-20mmØ
2-20mmØ
3-20mmØ
6-20mmØ
6-20mmØ
6-20mmØ
6-20mmØ
6-20mmØ
8-20mmØ
RIGHT SUPPORT
BOTTOM
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
1
1
1
1
1
1
1
1
1
1
1
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
TYPE 1- 1 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
TYPE 2- 2 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
"H
"
TYPICAL DETAIL OF BEAMS & GIRDERSSCHEDULE OF BEAMS/GIRDERS @ FOUNDATIONSCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR
CAMP PANOPIO B. TUAZON, BRGY. KAUNLARAN
QUEZON CITY
SHEET CONTENTS: SHEET NO.PROJECT TITLE:
LOCATION:
CERTIFIED BY:
SDCE
DESIGNED:
RBR
APPROVED:
DATE:
REG. NO.:
PTR NO.:
ISSUED AT:
ISSUED ON:
TIN NO.:
S-8
RUEL B. RAMIREZ, MSCE, M. ASEP
STRUCTURAL ENGINEERING SPECIALIST NO. 99
0068944
175-764-161
Unit 509 West Insula Condominium,
135 West Ave., Brgy. Bungad
Quezon City
Tel No.+63(2)413-8165 / 355-3727
Email Add: [email protected]
Website: www.rbra.com.ph
12/23/19
7377297 JAN. 08, 2019
QUEZON CITY
ISSUED ON:
FEB. 16, 1994
SUBMITTED BY:
ROLLY P ONOFRE
POLICE LIEUTENANT COLONEL
OIC, INFRASTRUCTURE DIVISION
RECOMMEND APPROVAL: APPROVED BY:
OMEGA JIREH D FIDEL
POLICE BRIGADIER GENERAL
DIRECTOR, ENGINEERING SERVICE
ABELARDO C MATILLANO
POLICE COLONEL
CHIEF OF STAFF, ENGINEERING SERVICE
BENJAMIN C VILLASIS, JR
POLICE COLONEL
DEPUTY DIRECTOR, ENGINEERING SERVICE
PHILIPPINE NATIONAL POLICE MEDICAL PLAZA
SCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR
BOTTOM
BEAM
SPAN
GG6 5
6
7
8
9
10
11
12
13
14
GG7 1
2
3
4
GG8 1
2
3
4
5
6
7
GG9 1
2
3
4
GG10 1
2
3
4
5
6
7
GG11 1
2
GG12 1
2
3
GG13 1
2
3
4
5
6
GG14 1
2
3
4
5
6
GG15 1
2
B (mm) H (mm)
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
SECTION
TOP
LEFT SUPPORT
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
TOP
MIDSPAN
BOTTOM TOP
3-20mmØ 8-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
3-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
8-20mmØ
RIGHT SUPPORT
BOTTOM
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 6-20mmØ
3-20mmØ 6-20mmØ
3-20mmØ 6-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
3-20mmØ 6-20mmØ
3-20mmØ 8-20mmØ
3-20mmØ 6-20mmØ
3-20mmØ 6-20mmØ
3-20mmØ 6-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ 3-20mmØ 6-20mmØ 7-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ 3-20mmØ 6-20mmØ 7-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ 8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
5-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
5-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
TYPE 1- 1 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
TYPE 2- 2 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
GG22
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR
BOTTOM
BEAM
SPAN
GG15 3
4
5
6
7
GG16 1
2
3
4
5
6
7
GG17 1
2
3
4
5
6
7
GG18 1
2
3
4
GG19 1
2
3
4
GG20 1
2
3
4
GG21 1
2
3
4
5
1
2
3
4
5
GG23 1
2
GG24 1
2
GB1
GB2
GB3
1
1
1
B (mm) H (mm)
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
250
250
250
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
SECTION
TOP
LEFT SUPPORT
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
TOP
MIDSPAN
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
BOTTOM TOP
RIGHT SUPPORT
BOTTOM
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ 2-20mmØ 6-20mmØ 7-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
7-20mmØ 3-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
7-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ
8-20mmØ 3-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
7-20mmØ 3-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
7-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 7-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ
3-20mmØ 8-20mmØ
2-20mmØ 6-20mmØ
8-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 7-20mmØ 3-20mmØ
7-20mmØ 3-20mmØ 3-20mmØ 8-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 8-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
8-20mmØ 3-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
2-20mmØ 6-20mmØ
2-20mmØ 6-20mmØ
6-20mmØ 2-20mmØ 4-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ
4-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 3-20mmØ 7-20mmØ 6-20mmØ 2-20mmØ
6-20mmØ 2-20mmØ 3-20mmØ 7-20mmØ 6-20mmØ 2-20mmØ
3-20mmØ 6-20mmØ 3-20mmØ 8-20mmØ 3-20mmØ 6-20mmØ
2-20mmØ 3-20mmØ 2-20mmØ 4-20mmØ 2-20mmØ 3-20mmØ
2-20mmØ 3-20mmØ 2-20mmØ 5-20mmØ 2-20mmØ 3-20mmØ
TYPE 1- 1 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
TYPE 2- 2 SET 10mmØ: 1 @ 50mm, 10 @ 100mm, REST @ 150mm O.C. TO CENTER
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR
BOTTOM
BEAM
SPAN
GB4
GB5
1
1
2
3
4
5
6
GB6 1
2
3
4
5
6
7
GB7 1
2
3
4
5
GB8 1
2
3
4
GB9 1
2
3
GB10 1
2
B (mm) H (mm)
250 500
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
250
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500