construction notes...2020/08/12 · d. all concrete works shall be done in accordance aci-318-95...

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


QUEZON CITY

FOUNDATION PLAN


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-2



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL



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


QUEZON CITY


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-3



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL


GROUND FLOOR FRAMING PLAN


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


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


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


QUEZON CITY


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-4



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL


SECOND FLOOR FRAMING PLAN


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


QUEZON CITY


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-5



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL


THIRD FLOOR FRAMING PLAN


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


QUEZON CITY


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-6



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL


4TH TO 5TH FLOOR FRAMING PLAN


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


QUEZON CITY


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-7



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL


ROOF DECK FRAMING PLAN


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

































TYPE 1- 1 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









































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


8-20mmØ 3-20mmØ 2-20mmØ 6-20mmØ

6-20mmØ 2-20mmØ 2-20mmØ 6-20mmØ



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








1

1

1

1

1

1

1


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

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"H

"

TYPICAL DETAIL OF BEAMS & GIRDERSSCHEDULE OF BEAMS/GIRDERS @ FOUNDATIONSCHEDULE OF BEAMS/GIRDERS @ GROUND FLOOR


QUEZON CITY


LOCATION:

CERTIFIED BY:

SDCE

DESIGNED:

RBR

APPROVED:

DATE:

REG. NO.:

PTR NO.:

ISSUED AT:

ISSUED ON:

TIN NO.:

S-8



0068944

175-764-161



Quezon City

Tel No.+63(2)413-8165 / 355-3727



12/23/19

7377297 JAN. 08, 2019

QUEZON CITY

ISSUED ON:

FEB. 16, 1994

SUBMITTED BY:

ROLLY P ONOFRE




OMEGA JIREH D FIDEL




POLICE COLONEL



POLICE COLONEL




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construction notes...2020/08/12 · d. all concrete works shall be done in accordance aci-318-95...

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