Technological University of the Philippines - Manila

College of Industrial Technology

Civil Engineering Technology Department
Bachelor of Engineering Technology major in
Construction Technology

CT411
Construction Planning & Scheduling

SUBMITTED BY:
GODOY, JOHN ALBERT
LADERAS, RAPHAEL ANGELO
MANALAD, JUSTIN MICO
TEJERERO, VINCENT
BETCT-4F

SUBMITTED TO:
PROF. CHARLENE RICOPUERTO
 5 8 8 8 8 8 8

REPUBLIC OF THE PHILIPPINES

OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

FLOOR AREA =
2100.00m² LOT AREA
= 588.00 m² H1
7
(CITY/ DISTRICT/ MUNICIPALITY)

= 1.40 M.
H2 =1.00 M. 8

D-4 D-4 LAND USE AND ZONING

7

VOLUME OF INTERIOR
7
LINE AND GRADE

FLOOR AREA = 2100.00

m² VINT = FLOOR AREA
7

(H1)
= 2100.00(1.40)
= 2940.00 m³ 5

2 ARCHITECTURAL

VOLUME OF EXTERIOR
5
5

LOT AREA = 588.00 m²

EXTERIOR AREA = FLOOR AREA - LOT AREA
= 2100.00 m² - 588.00 = 1512.00 7

m² 7
STRUCTURAL

VEXT = EXTERIOR AREA (H2)

= 1512.00 (1.00)
= 1512.00 m³

SANITARY

I. VOLUME ACTUAL
1 GROUND FLOOR PLAN
VACT = VINT +

VEXT
= 2940.00 + 1512.00
= 4452.00 m³

ELECTRICAL

MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-2
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

(CITY/ DISTRICT/ MUNICIPALITY)

I. VOLUME OF FOOTINGS
II. VOLUME OF CONCRETE
VF1 = 4(0.80)(1.20)(0.50) = 1.92 m³
VF2 = 9(0.80)(1.60)(0.50) = 5.76 m³ VC = VCP + VF + VFTB LAND USE AND ZONING

VF3 = 6(0.80)(2.00)(0.50) = 4.80 m³ = 23.40 m³ + 13.60 m³ +

VSTR FTG = [0.30(0.60) + 0.30(1.60)] (1.00) =
11.82 m³
0.66 m³ TOTAL VOLUME OF FOOTINGS = = 48.82 m³

13.16 m³

LINE AND GRADE

I. VOLUME OF FOOTING TIE-BEAM

VFTB1 = 51.5(0.30)(0.50) = 8.85

m³
VFTB2 = 50.5(0.25)(0.35) = 1.93
m³
VFTB3 = 26.0(0.20)(0.20) = 1.04 ARCHITECTURAL

m³ TOTAL VOLUME OF FTB =

11.82 m³

STRUCTURAL
II. VOLUME OF COLUMN

VC1 = 4(0.20)(0.30)(15.00) = 3.60 m³

VC2 = 9(0.20)(0.40)(15.00) = 10.80 m³
VC3 = 6(0.20)(0.50)(15.00) = 9.00 m³

TOTAL VOLUME OF COLUMN =23.40

m³

VOLUME REQUIRED SANITARY

VREQ = 1.20(VACT - VC +
VFTB)
= 1.20(4452 - 23.40 - III. VOLUME OF SEPTIC TANK
60)
= 5242.32 m³ LENGTH (L) = 5.00
M. WIDTH (W) = TOTAL SUMMARY OF EARTH WORKS ELECTRICAL

3.00 M. HEIGHT (H)

ACTUAL VOLUME 4452.00 m³
= 4.00 M.
CONCRE VOLUME 23.40 m³
VST = L(W)(H) SEPTIC TANK VOLUME 60.00 m³
= 5(3)(4) REQUIRED VOLUME 5242.32 m³
= 60.00 m³ MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-1
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
TIN: PROF. CHARLENE
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
I. VOLUME OF FOOTINGS OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

VF1 = 4(0.80)(1.20)(0.50) = 1.92 m³

VF2 = 9(0.80)(1.60)(0.50) = 5.76 m³
VF3 = 6(0.80)(2.00)(0.50) = 4.80 m³ SCHEDULE OF BEAMS (CITY/ DISTRICT/ MUNICIPALITY)
VSTR FTG = [0.30(0.60) + 0.30(1.60)] (1.00) = b
CONTINUOUS BARS EXTRA BARS
STIRRUPS
BEAM a
TOP BARBOT. BAR @SUPPORT @MIDSPAN SPACING
FTB1 0.30M 0.50M 4-16MM 4-16MM NONE NONE 10MM @0.15
3 5 5 5 5 5
5
0.66 m³ TOTAL VOLUME OF FOOTINGS = FTB2
BEAM1
0.25M
0.30M
0.35M
0.45M
3-16MM
3-16MM
3-16MM
3-16MM
NONE
4-12MM
NONE
4-12MM
10MM @0.15

10MM @0.15

BEAM2 0.25M 0.35M 2-16MM 2-16MM 2-12MM 2-12MM 10MM @0.15 LAND USE AND ZONING
BEAM3 0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15

13.16 m³ RDM 0.25M 0.40M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15

RB 0.20M 0.30M 4-12MM 4-12MM NONE NONE 10MM @0.15

II. VOLUME OF FOOTING TIE-BEAM

4

VFTB1 = 51.5(0.30)(0.50) = 8.85

5

LINE AND GRADE

4
m³
VFTB2 = 50.5(0.25)(0.35) = 1.93 m³
VFTB3 = 26.0(0.20)(0.20) = 1.04 m³ TOTAL VOLUME

5
OF FTB = 11.82 m³
4

3 III. VOLUME OF COLUMN

4

1
VC1 = 4(0.20)(0.30)(15.00) = 3.60 m³ SCHEDULE OF COLUMN ARCHITECTURAL
VC2 = 9(0.20)(0.40)(15.00) = 10.80 m³
COLUMN
3

VC3 = 6(0.20)(0.50)(15.00) = 9.00 m³ VERTICAL

COLUMN TIES
a b BARS
4 4
TOTAL VOLUME OF COLUMN =23.40 m³
4PCS-20mmØ VERTICAL BARS
C1 0.30m 0.20m w/ 10mmØ TIES @ 0.10m 10m
O.C. m
6PCS-20mmØ VERTICAL BARS
C2 0.40 0.20m w/ 10mm
M. 10mmØ TIES @ 0.10m O.C.
STRUCTURAL
8PCS-20mmØ VERTICAL BARS
C3 0.50 M. 0.20m w/ 10mmØ TIES @ 0.10m 10m

IV. VOLUME OF BEAM

VB1 = 55.00(0.30)(0.45) = 7.43 m³

VB2 = 43.00(0.25)(0.35) = 3.76 m³ SCHEDULE OF BEAMS
VB3 = 20.00(0.30)(0.45) = 2.70 m³ CONTINUOUS BARS EXTRA BARS
b STIRRUPS SANITARY
BEAM a
TOP BARBOT. BAR @SUPPORT @MIDSPAN SPACING
FTB1 0.30M 0.50M 4-16MM 4-16MM NONE NONE 10MM @0.15

FTB2 0.25M 0.35M 3-16MM 3-16MM NONE NONE

VOLUME OF BEAM =13.89 m³
10MM
@0.15
BEAM1 0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15

BEAM2 0.25M 0.35M 2-16MM 2-16MM 2-12MM 2-12MM 10MM @0.15

BEAM3 0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM

SINCE TYPICAL: 10MM
@0.15
RDM 0.25M 0.40M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15

VFTB - FIRST FLOOR = 11.82 m³ RB 0.20M 0.30M 4-12MM 4-12MM NONE NONE 10MM @0.15

VB - SECOND FLOOR = 13.89

m³ VB - THIRD FLOOR =
13.89 m³ VB - FOURTH FLOOR
ELECTRICAL
= 13.89 m³ VB - FIFTH FLOOR
= 13.89 m³

TOTAL VOLUME OF BEAMS = 67.38

m³

V. VOLUME OF SLAB

VS1 = 28(0.10) = 2.80 m³ MECHANICAL

VS2 = 50-2.8(0.10) = 49.72 m³

TOTAL VOLUME OF SLAB = 52.52

m³

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-3
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
TIN: PROF. CHARLENE
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
I. FOOTINGS = 13.16m³ (USE CLASS A MIXTURE) IV. BEAM = 67.38m³ (USE CLASS A MIXTURE) OFFICE OF THE BUILDING OFFICIAL
FOURTH FLOOR TO FIFTH FLOOR: SECOND FLOOR TO THIRD FLOOR: CITY ENGINEER'S OFFICE

CEMENT = 13.16m³ (9BAGS/m³) = CEMENT = 67.38m³ (9BAGS/m³) =

119BAGS SAND = 13.16m³ (0.50m³) 607BAGS SAND = 67.38m³ (0.50m³) = VLANDING = 1(1.20)(1.20)(0.15) = VLANDING = 1(1.20)(1.20)(0.15) =
= 6.58m³ GRAVEL = 13.16m³ (1.00) 33.69m³ GRAVEL = 67.38m³ (1.00) = (CITY/ DISTRICT/ MUNICIPALITY)

= 13.16m³ 67.38m³ 0.216 m³ 0.216 m³

II. FOOTING TIE-BEAM = 11.82m³ (USE CLASS A V. SLAB = 52.52m³ (USE CLASS A MIXTURE) VSTEP = (0.30)(1.20)(18)(0.15) = 0.972 VSTEP = (0.30)(1.20)(18)(0.15) = 0.972
MIXTURE) m m LAND USE AND ZONING

CEMENT = 52.52m³ (9BAGS/m³) =

CEMENT = 11.82m³ (9BAGS/m³) = 473BAGS SAND = 52.52m³(0.50m³) = VWAIST SLAB1 = 0.30(8) = 2.4 VWAIST SLAB1 = 0.30(8) = 2.4
107BAGS SAND = 11.82m³ (0.50m³) 26.26m³ GRAVEL = 52.52m³ (1.00) = 0.17(8) = 1.36 = 0.17(8) = 1.36
= 5.91m³ GRAVEL = 11.82m³ (1.00) = 52.52m³ = √2.40² + 1.36² = √2.40² + 1.36²
= 11.82m³ VWAIST SLAB1 = 2.76 m³ VWAIST SLAB1 = 2.76 m³
VI. STAIR = 24.84m³ (USE CLASS A MIXTURE)
III. COLUMN = 23.40m³ (USE CLASS A MIXTURE) VWAIST SLAB2 = 0.30(10) = 3.00 VWAIST SLAB2 = 0.30(10) = 3.00 LINE AND GRADE

CEMENT = 24.84m³ (9BAGS/m³) = = 0.17(10) = 1.70 = 0.17(10) = 1.70

CEMENT = 23.40m³ (9BAGS/m³) = 224BAGS SAND = 24.84m³ (0.50m³) = = √3² + 1.70² = √3² + 1.70²
211BAGS SAND = 23.40m³ (0.50m³) = 12.42m³ GRAVEL = 24.84m³ (1.00) = VWAIST SLAB2 = 3.45 m³ VWAIST SLAB2 = 3.45 m³
11.70m³ GRAVEL = 23.40m³ (1.00) 24.84m³
= 23.40m³ VSTR1 = 6.21 m³ VSTR1 = 6.21 m³

VI. VOLUME OF STAIR TABLE 1. CONCRETE PROPORTION THIRD FLOOR TO FOURTH FLOOR: VLANDING = 1(1.20)(1.20)(0.15) = 0.216
ARCHITECTURAL

FIRST FLOOR TO SECOND FLOOR: CEMENT IN BAG m³

CLASS SAND GRAVEL
MIXTURE PROPORTION CU. M CU. M
VLANDING = 1(1.20)(1.20)(0.15) = 40 KG 50 KG VSTEP = (0.30)(1.20)(18)(0.15) = 0.972 m

AA 1:1½:3 12.0 9.5 0.50 1.0

0.216 m³ VWAIST SLAB1 = 0.30(8) = 2.4
= 0.17(8) = 1.36
VSTEP = (0.30)(1.20)(18)(0.15) = 0.972 A 1:2:4 9.0 7.0 0.50 1.0
= √2.40² + 1.36² STRUCTURAL
m VWAIST SLAB1 = 2.76 m³
B 1:2½:5 7.5 6.0 0.50 1.0
VWAIST SLAB1 = 0.30(8) = 2.4 VWAIST SLAB2 = 0.30(10) = 3.00
= 0.17(8) = 1.36 C 1:3:6 6.0 5.0 1.0
TOTAL SUMMA RY OF CONC RETE 0.50 = 0.17(10) = 1.70
= √2.40² + 1.36² = √3² + 1.70²
VWAIST SLAB1 = 2.76 m³ VWAIST SLAB2 = 3.45 m³
SANITARY
VWAIST SLAB2 = 0.30(10) = 3.00 VSTR1 = 6.21 m³
STRUCTURE CEMENT SAND GRAVEL
= 0.17(10) = 1.70
F 119 BAGS 13.16 m³
= √3² + 1.70² 6.58 m³
FTB
VWAIST SLAB2 = 3.45 m³ 97 BAGS 5.39 m³ 10.78 m³

C 113 BAGS 6.27 m³ 12.54 m³

VSTR1 = 6.21 m³ B 255 BAGS 14.17 m³ 28.34 m³

S 87 BAGS 4.86 m³ 9.72 m³

ELECTRICAL
STAIR 73 BAGS 4.075 m³ 8.15 m³

TOTAL SUMMARY OF VOLUME CONCRETE

TOTAL VOLUME OF CONCRETE STAIR:
I. TOTAL VOLUME OF FOOTING (F) 13.16 m³

VSTR = 24.84 m³ II. TOTAL VOLUME OF FOOTING TIE BEAM (FTB) 11.82 m³

III. TOTAL VOLUME OF COLUMN (C) 23.40 m³

IV. TOTAL VOLUME OF BEAM (B) 67.38 m³

TOTAL SUMMARY OF CONCRETE MATERIALS
V. TOTAL VOLUME OF SLAB (S) 52.52 m³
TOTAL BAGS OF CEMENT 1741 BAGS VI. TOTAL VOLUME OF STAIR 24.84 m³
MECHANICAL
TOTAL CU. M. OF SAND 96.56 m³

TOTAL CU. M. OF GRAVEL 193.12 m³

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-4
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES

5 8 8 8 8 8 OFFICE OF THE BUILDING OFFICIAL

8
CITY ENGINEER'S OFFICE

I. FIRST FLOOR (CITY/ DISTRICT/ MUNICIPALITY)

AREA OF WALL BAGS OF CEMENT FOR FIRST FLOOR

8 (USE CLASS 'B' MIXTURE) LAND USE AND ZONING

AEXT. W = PEXT (H) - AD - AW SEE TABLE 1.2

D-4

= 89.00 (3.00) -
D-4
7

5.00 - 0 AEXT. W = 262.00 (1.50SQ.M)

8
= 262.00SQ.M = 393BAGS OF CEMENT

6 AINT. W = PEXT (H) - AD AINT. W = 111.55 (0.622SQ.M) LINE AND GRADE

= 37.00 (3.10) - 3.15 = 69.16BAGS OF CEMENT

7

= 111.55SQ.M
TOTAL BAGS OF CEMENT
7
= 393 + 70
2

AWALL = AEXT. W + AINT. W

= 463BAGS OF CEMENT
5
= 262.00 + 111.55 ARCHITECTURAL

= 373.55SQ.M
7

SAND PER SQ. M FOR FIRST FLOOR

NUMBER OF CHB FOR
(USE CLASS 'B' MIXTURE)
FIRST FLOOR
5
5

SEE TABLE 1.2

CHB = AWALL (12.50)

AEXT. W = 110.31 (0.125) STRUCTURAL

= 373.55 (12.50)
7
7

= 13.79SQ.M OF SAND
= 4669.38 OR 4670PCS OF
CHB
AINT. W = 32.50 (0.0435)
= 1.41SQ.M OF SAND
SANITARY
TOTAL OF SAND PER SQ. M
= 13.79 + 1.14
= 15.2 SQ. M OF SAND
1 GROUND FLOOR PLAN

ELECTRICAL

MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-5
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 I. THIRD FLOOR REPUBLIC OF THE PHILIPPINES

II. SECOND FLOOR OFFICE OF THE BUILDING OFFICIAL

CITY ENGINEER'S OFFICE

AREA OF WALL BAGS OF CEMENT FOR FIRST FLOOR

AREA OF WALL (USE CLASS 'B' MIXTURE)
BAGS OF CEMENT FOR FIRST FLOOR
(CITY/ DISTRICT/ MUNICIPALITY)
(USE CLASS 'B' MIXTURE) AEXT. W = PEXT (H) - AD - AW SEE TABLE 1.2
AEXT. W = PEXT (H) - AD - AW SEE TABLE 1.2 = 89.00 (3.00) - 5.00 -
= 89.00 (3.00) - 5.00 - AEXT. W = 262.00 (1.50SQ.M)
0 LAND USE AND ZONING
0 AEXT. W = 262.00 (1.50SQ.M) = 393BAGS OF CEMENT
= 262.00SQ.M
= 262.00SQ.M = 393BAGS OF CEMENT
AINT. W = PEXT (H) - AD AINT. W = 111.55 (0.622SQ.M)
AINT. W = PEXT (H) - AD AINT. W = 111.55 (0.622SQ.M) = 69.16BAGS OF CEMENT
= 37.00 (3.10) - 3.15
= 37.00 (3.10) - 3.15 = 69.16BAGS OF CEMENT = 111.55SQ.M
= 111.55SQ.M TOTAL BAGS OF CEMENT LINE AND GRADE

TOTAL BAGS OF CEMENT = 393 + 70

AWALL = AEXT. W + AINT. W
AWALL = AEXT. W + AINT. W = 393 + 70 = 463BAGS OF CEMENT
= 262.00 + 111.55
= 262.00 + 111.55 = 463BAGS OF CEMENT
= 373.55SQ.M
= 373.55SQ.M
SAND PER SQ. M FOR FIRST FLOOR
SAND PER SQ. M FOR FIRST FLOOR (USE CLASS 'B' MIXTURE) ARCHITECTURAL

(USE CLASS 'B' MIXTURE) NUMBER OF CHB FOR SEE TABLE 1.2
NUMBER OF CHB FOR
SEE TABLE 1.2 FIRST FLOOR
FIRST FLOOR
AEXT. W = 110.31
AEXT. W = 110.31 CHB = AWALL (12.50) (0.125)
CHB = AWALL (12.50)
(0.125) = 373.55 (12.50) = 13.79SQ.M OF SAND
= 373.55 (12.50)
= 13.79SQ.M OF SAND = 4669.38 OR 4670PCS OF
= 4669.38 OR 4670PCS OF CHB
STRUCTURAL

CHB AINT. W = 32.50 (0.0435)

AINT. W = 32.50 = 1.41SQ.M OF SAND
(0.0435)
= 1.41SQ.M OF SAND TOTAL OF SAND PER SQ. M
= 13.79 + 1.14
TOTAL OF SAND PER SQ. M = 15.2 SQ. M OF SAND SANITARY

= 13.79 + 1.14
= 15.2 SQ. M OF SAND

ELECTRICAL

MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-6
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
I. FOURTH FLOOR
I. FIFTH FLOOR REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL

AREA OF WALL CITY ENGINEER'S OFFICE

BAGS OF CEMENT FOR FIRST FLOOR AREA OF WALL BAGS OF CEMENT FOR FIRST FLOOR
(USE CLASS 'B' MIXTURE) (USE CLASS 'B' MIXTURE)
AEXT. W = PEXT (H) - AD - AW SEE TABLE 1.2
SEE TABLE 1.2 AEXT. W = PEXT (H) - AD - AW (CITY/ DISTRICT/ MUNICIPALITY)

= 89.00 (3.00) - 5.00 -

0 = 89.00 (3.00) - 5.00 -
AEXT. W = 262.00 (1.50SQ.M) 0 AEXT. W = 262.00 (1.50SQ.M)
= 262.00SQ.M = 393BAGS OF CEMENT LAND USE AND ZONING
= 393BAGS OF CEMENT = 262.00SQ.M
AINT. W = PEXT (H) - AD AINT. W = 111.55 (0.622SQ.M)
AINT. W = 111.55 (0.622SQ.M) AINT. W = PEXT (H) - AD
= 37.00 (3.10) - 3.15 = 69.16BAGS OF CEMENT = 69.16BAGS OF CEMENT
= 37.00 (3.10) - 3.15
= 111.55SQ.M
= 111.55SQ.M
TOTAL BAGS OF CEMENT TOTAL BAGS OF CEMENT
AWALL = AEXT. W + AINT. W = 393 + 70 = 393 + 70
LINE AND GRADE

AWALL = AEXT. W + AINT. W

= 262.00 + 111.55 = 463BAGS OF CEMENT = 463BAGS OF CEMENT
= 262.00 + 111.55
= 373.55SQ.M
= 373.55SQ.M
SAND PER SQ. M FOR FIRST FLOOR SAND PER SQ. M FOR FIRST FLOOR
NUMBER OF CHB FOR (USE CLASS 'B' MIXTURE) (USE CLASS 'B' MIXTURE)
FIRST FLOOR SEE TABLE 1.2
NUMBER OF CHB FOR SEE TABLE 1.2 ARCHITECTURAL

FIRST FLOOR
CHB = AWALL (12.50) AEXT. W = 110.31 AEXT. W = 110.31
CHB = AWALL (12.50) (0.125)
= 373.55 (12.50) (0.125)
= 373.55 (12.50) = 13.79SQ.M OF SAND
= 4669.38 OR 4670PCS OF = 13.79SQ.M OF SAND
CHB = 4669.38 OR 4670PCS OF
CHB STRUCTURAL
AINT. W = 32.50 (0.0435) AINT. W = 32.50
= 1.41SQ.M OF SAND (0.0435)
= 1.41SQ.M OF SAND
TOTAL OF SAND PER SQ. M
= 13.79 + 1.14 TOTAL OF SAND PER SQ. M
= 15.2 SQ. M OF SAND = 13.79 + 1.14
TOTAL SUMMARY OF MASONRY MATERIALS SANITARY
= 15.2 SQ. M OF SAND
TOTAL NUMBER TOTAL NUMBER TOTAL BAGS OF TOTAL SQ. M.
OF 4'' CHB OF 6'' CHB CEMENT OF SAND

FIRST FLOOR 1394PCS 4,670PCS 463BAGS 16SQ.M

SECOND FLOOR 1394PCS 4,670PCS 463BAGS 16SQ.M

ELECTRICAL

THIRD FLOOR 1394PCS 4,670PCS 463BAGS 16SQ.M

FOURTH FLOOR 1394PCS 4,670PCS 463BAGS 16SQ.M

FIFTH FLOOR
1394PCS 4,670PCS 463BAGS 16SQ.M
MECHANICAL
97.47, SAY 8.02, SAY
SEPTIC TANK 150PCS 750PCS 97BAGS 8SQ.M

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-7
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 NUMBER OF CHB AT 6" SIZE REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
SEE TABLE 1.2 CITY ENGINEER'S OFFICE

CEMENT AND SAND FOR PLASTERING PER FLOOR

I. FIRST FLOOR (USING 16MM THICK)
III. THIRD FLOOR (CITY/ DISTRICT/ MUNICIPALITY)
SEE TABLE 1.3
CHB = AEXT. W
CHB = AEXT. W
(12.50)
= 110.31 (12.50)
(12.50) = 66 (12.50)
= 1,378.88PCS = 825PCS I. FIRST FLOOR III. THIRD FLOOR LAND USE AND ZONING

C = T.A.WALL (2) C = T.A.WALL (2) (0.192)

QUANTITY OF CEMENT AND SAND FOR MORTAR AND PLASTER IN CU. M.

CEMENT IN BAG
CLASS SAND
STOREY PROPORTION

= 373.55 (2) (0.192)

CU. M.

(0.192)
MIXTURE 40KG 50KG

II. SECOND FLOOR IV. SEPTIC TANK

= 373.55 (2) (0.192) = 143.44SQ. M
4TH UP A 1 : 2 18.0 14.5 1.0

CHB = AEXT. W
THREE B 1 : 3 12.0 9.5 1.0

CHB = AEXT. W TWO C 1 : 4 9.0 7.0 1.0 = 143.44 SQ. M

(12.50) (12.50) ONE D 1 : 5 7.5 6.0 1.0 S = T.A.WALL (2) LINE AND GRADE
= 94 (12.50) = 60 (12.50) TABLE 1.1
S = T.A.WALL (2) (0.016)
= 1,175PCS = 750PCS (0.016) = 373.55 (2) (0.016)
= 373.55 (2) (0.016) = 11.95 SQ. M
= 11.95 SQ. M

NUMBER OF CHB AT 4" SIZE IV. SEPTIC TANK

SEE TABLE 1.2 II. SECOND FLOOR
C = T.A.WALL (2)
(0.192) C = T.A.WALL (2) ARCHITECTURAL

= 373.55 (2) (0.192) (0.192)

I. FIRST FLOOR III. THIRD FLOOR = 143.44 SQ. M = 72 (2) (0.192)
= 27.64 SQ. M
CHB = AINT. W CHB = AINT. W S = T.A.WALL (2) (0.016)
(12.50) (12.50) = 373.55 (2) (0.016) S = T.A.WALL (2)
= 111.50 =111.50 = 11.95SQ. M (0.016)
(12.50) (12.50) = 72 (2) (0.016)
STRUCTURAL
= 1393.75PCS = 1393.75PC = 2.30 SQ. M
QUANTITY OF CEMENT AND SAND FOR PLASTER PER SQUARE METER AREA

CEMENT IN BAGS
II. SECOND FLOOR IV. FOURTH FLOOR MIXTURE
THICKNESS OF PLASTER
CLASS
VI. SEPTIC TANK 8MM 12MM 16MM 20MM 25MM
CHB = AINT. W CHB = AINT. W A 0.144 0.216 0.288 0.36 0.45
(12.50) CHB = AINT. W
(12.50) B 0.096 0.144 0.192 0.24 0.3 SANITARY

=111.50 (12.50)
=111.50 C 0.072 0.108 0.144 0.18 0.225
(12.50) = 12 (12.50)
(12.50) D 0.06 0.09 0.12 0.15 0.188
= 1393.75PC = 150PCS
= 1393.75PC SAND 0.008 0.012 0.016 0.02 0.025

TABLE 1.3
V. FIFTH FLOOR
ELECTRICAL
QUANTITY OF CEMENT AND SAND FOR MORTAR AND PLASTER IN SQUARE. METER CHB = AINT. W
SIZE OF NUMBER
BAGS OF CEMENT MIXTURE (12.50)
SIZE CHB IN CM. PER SQ. M A B C D SAND =111.50
(12.50)
4" 10 x 20 x 40 12.5 0.792 0.522 0.394 0.328 0.0435
= 1393.75PC
5" 15 x 20 x 40 12.5 1.526 1.018 0.763 0.633 0.0844

6" 20 x 20 40 12.5 2.260 1.500 1.125 0.938 0.1250

TABLE 1.2
MECHANICAL

DESIGNER: DEPT CERTIFIED BY:

PTR.NO.
REPUBLIC ACT 545 PROJECT TITLE COMPL OWNER
. EX
TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES", ARTICLE 2, SECTION 25:
DRAWINGS & SPECIFICATIONS DULY SIGNED, STAMPED & OR SEALED
BET - CT - 1B JHON ALBERT D. GODOY AS INSTRUMENTS OF SERVICE ARE THE

PROPOSE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, WHETHER THE PURPOSE

CIT - CET
ENGINEER FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. IT SHALL BE
UNLAWFUL FOR ANY PERSON, WITHOUT THE WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO
TIN: ISSUED ON:
PRC NO.
D SPORT
DUPLICATE OR MAKE COPIES OF SAID DOCUMENTS FOR USE IN THE
REPITITION OF & FOR OTHER PROJECTS OR
ENGR.
CHARLE
 SLAB

S-8
NE STAIR DIAGRAM ENGR. GROUP 2 CHECKED BY: PROF.
RICO SLAB SCHEDULE
SHEET CONTENT STAIR CADD BY: CHARLENE APPROVED BY: SHEET NO.
PUER DETAI
DETAIL
TO L ENGR. GROUP 2 DESIGNED BY:
ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE
BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 1. FOOTINGS
REPUBLIC OF THE PHILIPPINES

A. LENGTH OF FOOTINGS
SCHEDULE OF FOOTINGS OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

LFTG1 = L - (CONCRETE COVER) TLF2 = NO. OF FTG (NO. OF BAR) (LF1) FOOTINGS
TEMPERATURE
BARS
2 + (PCS OF BAR) (WF1) FOOTINGS
= 9(13) (1.46) + (13) (0.66) L W L W
=1.20 - 0.07 (2)
=1.06m = 151.84 + 8.58 0.80m 11-20mmØ TEMPERATURE
(CITY/ DISTRICT/ MUNICIPALITY)
F1 1.20m BARS BOTH WAYS
= 179.40m
F2 1.60m 0.80m 13-20mmØ TEMPERATURE
LFTG2 = L - (CONCRETE COVER) 2 BARS BOTH WAYS

= 1.60 - 0.07 (2) TLF3 = NO. OF FTG (NO. OF BAR) (LF1) F3 2.00m 0.80m
17-20mmØ
TEMPERATURE
13-20mmØ
TEMPERATURE LAND USE AND ZONING

= 1.46m + (PCS OF BAR) (WF1) BARS BARS

= 6(17) (1.86) + (13) (0.66)

LFTG3 = L - (CONCRETE COVER) 2 = 126.48 + 8.58
= 2 - 0.07 (2) = 198.30m
= 1.86m 3. COLUMN
D. NUMBER OF TEMPERATURE BAR
B. WIDTH OF FOOTINGS FOR FOOTINGS. COMPUTATION FOR HEGIHT OF COLUMN III. TOTAL LENGTH OF C-2 @ HEIGHT OF
WFTG1 = W - (CONCRETE COVER) TL.F1 = 53.90 (SEE FOUNDATION PLAN AND ELEVATION PLAN) 10.30m LINE AND GRADE

2 TL.F2 = 179.40 TLC-2 = NO. OF C-2 (NO. OF BAR) (H) (1.10)

TL.F3 = 198.30 HC-1 @ 2SET = 1.50 + 0.40 + 3.00 + 0.25 + = 6(6) (10.90) (1.10)
= 0.80 - 0.07 (2)
TOTAL LENGTH = 431.60m 3.00 + = 431.64m
= 0.66m
0.25 + 2.50
NOTE: USE 6.00METER LONG OF = 10.90m IV. TOTAL LENGTH OF C-2 @ HEIGHT OF 7.80m
WFTG2 = W - (CONCRETE COVER) 2
STEEL BAR HC-1 @ 2SET = 1.50 + 0.40 + 3.00 + 0.25 + TLC-2 = NO. OF C-2 (NO. OF BAR) (H) (1.10)
= 0.80 - 0.07 (2)
(SEE TABLE 1.1) 3.00 + = 2(6) (8.40) (1.10)
= 0.66m 0.25 = 110.88m ARCHITECTURAL

NUMBER OF BAR = TL ÷ SBL = 8.40m

WFTG3 = W - (CONCRETE COVER) 2
= 431.60m ÷ 6.00m HC-2 @ 6SET = 1.50 + 0.40 + 3.00 + 0.25 + V. TOTAL LENGTH OF C-3 @ HEIGHT OF 10.30m
= 0.80 - 0.07 (2) 3.00 +
= 71.93 SAY 72pcs of 20mmØ x TLC-3 = NO. OF C-3 (NO. OF BAR) (H) (1.10)
= 0.66m 0.25 + 2.50
6.00m TEMPERATURE BAR = 4(9) (10.90) (1.10)
= 10.90m = 431.64m
C. TOTAL LENGTH OF FOOTINGS HC-2 @ 2SET = 1.50 + 0.40 + 3.00 + 0.25 +
TLF1 = NO. OF FTG (NO. OF BAR) (LF1) + 3.00 +
(PCS OF BAR) (WF1) B. NUMBER OF VERTICAL BAR
0.25 FOR COLUMN
STRUCTURAL
= 4(11) (1.06) + (11) (0.66) = 8.40m
= 46.64 + 7.26 TL.C-1 @ 10.90m =
HC-3 @ 4SET = 1.50 + 0.40 + 3.00 + 0.25 + 95.92m TL.C-1 @ 8.40m
= 53.90m 3.00 + = 73.92m TL.C-2
0.25 + 2.50 @10.90m = 431.64m
= 10.90m TL.C-2 @ 7.80m =
110.88m
A. TOTAL LENGTH OF COLUMNS TL.C-3 @ 10.30m = 431.64m SANITARY
2. FOOTING TIE-BEAMS TOTAL LENGTH = 1,144m
B. PIECES OF HORIZONTAL BAR FOR I.TOTAL LENGTH OF C-1 @ HEIGHT OF 10.30m
PERIMETER OF FOOTING TIE-BEAMS FOOTING TIE-BEAMS TLC-1 = NO. OF C-1 (NO. OF BAR) (H) (1.10) NOTE: USE 6.00METER LONG OF STEEL BAR
= 2(4) (10.90) (1.10) (SEE TABLE 1.1)
FOOTING TIE-BEAM 1 = 51.50m TL.FTB1 = 453.20 = 95.92m
FOOTING TIE-BEAM 2 = 50.50m TL.FTB2 = 333.30 NUMBER OF BAR = TL ÷ SBL
TOTAL LENGTH = 786.50 II. TOTAL LENGTH OF C-1 @ HEIGHT OF 7.80m = 1,144m ÷ 6.00m
A. TOTAL LENGTH OF FOOTING TIE-BEAMS TLC-1 = NO. OF C-1 (NO. OF BAR) (H) (1.10) = 190.67 SAY 191pcs of 20mmØ x 6.00m ELECTRICAL
NOTE: USE 6.00METER LONG OF STEEL = 2(4) (8.40) (1.10) VERTICAL BAR
TLFTB1 = P (NO. OF BAR) (1.10) BAR = 73.92m
(SEE TABLE 1.1)
= 51.50(8) (1.10)
= 453.20m SCHEDULE OF COLUMN
NUMBER OF BAR = TL ÷ SBL
= 787m ÷ 6.00m COLUMN
TLFTB2 = P (NO. OF BAR) (1.10) COLUMN
VERTICAL
TIES
= 131.16 SAY 132pcs of 16mmØ x a b BARS
= 50.50(6) (1.10)
6.00m HORIZONTAL BAR
= 333.30m C1 0.30m 0.20m
4PCS-20mmØ VERTICAL
BARS w/ 10mmØ TIES @ 10mm MECHANICAL
0.10m O.C.

6PCS-20mmØ VERTICAL BARS

C2 0.40 0.20m w/ 10mm
M. 10mmØ TIES @ 0.10m O.C.

8PCS-20mmØ VERTICAL
C3 0.50 0.20m BARS w/ 10mmØ TIES @ 10mm
M.

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-9
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
TIN: PROF. CHARLENE
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

SCHEDULE OF BEAMS (CITY/ DISTRICT/ MUNICIPALITY)

BEAM
WIDTH DEPTH CONTINUOUS BARS EXTRA BARS
STIRRUPS TOTAL 5. STIRRUPS
(a) (b) TOP BAR BOT. BAR @SUPPORT @MIDSPAN SPACING PERIMETER BEAM 2
BEAM 1 BEAM 3
BEAM1 0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15 168m

BEAM2 0.25M 0.35M 2-16MM 2-16MM 2-12MM 2-12MM 10MM @0.15 246m STIRRUPS FOR FOOTING TIE-BEAM. C. TOTAL LENGTH OF STIRRUPS
BEAM3 0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15 54m LAND USE AND ZONING
RDB 0.25M 0.40M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15 NONE
PERIMETER FOR FOOTING TIE-BEAM: 1. TOTAL LENGTH OF STIRRUP FOR FTB-1
RB 0.20M 0.30M 4-12MM 4-12MM NONE 10MM 96m
@0.15
PFTB1 = 59m TLSTRP = (NO. OF STRP) (LSTRP)
RB PFTB2 = 22m = 393.33 (1.60)
RDB
= 629.32m
4. BEAM (TYPICAL) A. NUMBER OF STIRRUPS FOR FTB
II. TOTAL LENGTH OF STIRRUP FOR FTB-2
NOTE: SINCE THE BEAMS ARE TYPICAL. III. TOTAL LENGTH FOR BEAM-3 I. NUMBER OF STIRRUPS FOR FTB-1 TLSTRP = (NO. OF STRP) (LSTRP)
LINE AND GRADE
THEREFORE, THE PERIMETER OF BEAMS TLB3 = TPB3 (NO. OF CONT. BAR) PCS OF STRP = PFTB-1 ÷ SPACING = 146.67 (1.20)
WILL BE MULTIPLY BY THREE (3), EXCEPT (1.10) = 59 ÷ 0.15 = 176.04m
ROOF BEAM. = 54 (6) (1.10) = 393.33pcs
= 356.40m
PBEAM1 = 56m x 3 = II. NUMBER OF STIRRUPS FOR FTB-2 D. NUMBER OF BAR FOR STIRRUPS OF
168m PBEAM2 = 82m x TLB3 = TPB3 (NO. OF EXTR. BAR) PCS OF STRP = PFTB-2 ÷ SPACING FOOTING TIE-BEAM.
3 = 246m PBEAM3 = (1.10) = 22 ÷0.15
18m x 3 = 54m = 54 (8) (1.10) = 146.67 TLSTRP.FTB1 = 629.32 ARCHITECTURAL
PROOF BEAM = 32m x 3 = 96m = 475.20m TLSTRP.FTB2 = 176.04
TOTAL LENGTH = 805.32m
A. TOTAL LENGTH FOR BEAMS B. LENGTH OF STIRRUPS
(USE CONT. & EXTRA BARS) IV. TOTAL LENGTH FOR ROOF BEAM NOTE: USE 6.00METER LONG OF STEEL BAR
SEE SCHEDULE OF BEAMS TLRB = TPRM (NO. CONT. BAR) (SEE TABLE 1.1)
I.LENGTH OF STIRRUP FOR FTB-1
(1.10) LSTRP = 2a + 2b
I. TOTAL LENGTH FOR BEAM-1 = 32 (8) (1.10) NUMBER OF BAR = TL ÷ SBL
= 2 (0.30) + 2 (0.50)
TLB1 = TPB1 (NO. OF CONT. BAR) (1.10) = 281.60m = 805.32 ÷ 6.00
= 1.60m STRUCTURAL
= 168m (6) (1.10) = 134.22 SAY 135pcs of 10mmØ x 6.00m STEEL
= 1,108.80m B. NUMBER OF HORIZONTAL BAR
II. LENGTH OF STIRRUP FOR FTB-2
BAR FOR BEAM (TYPICAL) LSTRP = 2a + 2b
TLB1 = TPB1 (NO. EXTR. OF BAR) (1.10)
= 2 (0.25) + 2 (0.35)
= 168m (8) (1.10) TLB1.CONT = 1,108.80 = 1.20m
= 1,478.40m TLB1.EXTR = 1,478.40
TLB2.CONT = 1,082.40
II. TOTAL LENGTH FOR BEAM-2 TLB2.EXTR = 1,082.40 SANITARY

TLB2 = TPB2 (NO. OF CONT. BAR) (1.10) TLB3.CONT = 356.40

= 246 (4) (1.10) TLB3.EXTR = 475.20
= 1,082.40m TLRB.CONT = 281.60
TOTAL LENGTH = 5,865.20m
TLB2 = TPB2 (NO. OF EXTR. BAR) (1.10)
= 246 (4) (1.10) NOTE: USE 6.00METER LONG
= 1,082.40m OF STEEL BAR ELECTRICAL
(SEE TABLE 1.1)

NUMBER OF BAR = TL ÷ SBL

5,865.20 ÷ 6.00
977.53 SAY 978pcs of 16mmØ x
6.00m HORIZONTAL BAR

MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-10
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

SCHEDULE OF BEAMS
WIDTH DEPTH CONTINUOUS BARS EXTRA BARS
STIRRUPS TOTAL
BEAM
(a) (b) TOP BAR BOT. BAR @SUPPORT @MIDSPAN SPACING PERIMETER
BEAM 2
BEAM1 BEAM 1 BEAM 3 (CITY/ DISTRICT/ MUNICIPALITY)
0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15 168m

BEAM2 0.25M 0.35M 2-16MM 2-16MM 2-12MM 2-12MM 10MM @0.15 246m FTB 2
BEAM3 0.30M 0.45M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15 54m

RDB 0.25M 0.40M 3-16MM 3-16MM 4-12MM 4-12MM 10MM @0.15 NONE
RB 0.20M 0.30M 4-12MM 4-12MM NONE 10MM 96m
@0.15 FTB 1 LAND USE AND ZONING

RB

STIRRUPS FOR BEAM (TYPICAL) III. LENGTH OF STIRRUP FOR BEAM-3

LSTRP = 2a + 2b SCHEDULE OF FOOTING TIE BEAM
NOTE: SINCE THE BEAMS ARE TYPICAL. = 2(0.30) + 2(0.45) DEPTH CONTINUOUS BARS EXTRA BARS
WIDTH STIRRUPS TOTAL
THEREFORE, THE PERIMETER OF BEAMS WILL = 1.50m BEAM (a) (b) SPACING PERIMETER
TOP BAR BOT. BAR @SUPPORT @MIDSPAN
BE MULTIPLY BY THREE (3), EXCEPT ROOF
FTB1 0.30M 0.50M 4PCS-16mm 4PCS-16mm NONE 10MM 59.0m
BEAM. IV. LENGTH OF STIRRUP FOR ROOF BEAM @0.15
LINE AND GRADE

LSTRP = 2a + 2b FTB2 0.25M 0.35M 3PCS-16mm 3PCS-16mm NONE 10MM 22.0m

TOTAL PERIMETER FOR BEAM: = 2(0.20) + 2(0.30) 6. TIES @0.15

A. NUMBER OF TIES FOR COLUMN V. COLUMN-3 @ HEIGHT OF 10.30m

PBEAM1 = 56m x 3 = 168m = 1.00m
LTC-3 2a + 2b
PBEAM2 = 82m x 3 = 246m = 2(0.50) + 2(0.20)
I. COLUMN-1 @ HEIGHT OF 10.30m
PBEAM3 = 18m x 3 = 54m C. TOTAL LENGTH OF STIRRUP FOR BEAM NO. OF TIES = HEIGHT ÷ = 1.40m
PROOF BEAM = 32m x 3 = SPACING
96m I.TOTAL LENGTH OF STIRRUP FOR BEAM-1 = 10.30 ÷ 0.10 C. TOTAL LENGTH OF TIES FOR COLUMN
= 103pcs ARCHITECTURAL
TLSTRP = (NO. OF STRP) (LSTRP) I. COLUMN-1 @ HEIGHT OF 10.30m
A. NUMBER OF STIRRUPS FOR BEAM = 1,120 (1.50) TL.TC1 = NO. OF C-1 (NO. OF TIES) (LENGTH
II. COLUMN-1 @ HEIGHT OF 7.80m
= 1,680m NO.OF TIES = HEIGHT ÷
TIES)
I, NUMBER OF STIRRUPS FOR BEAM-1 = 2 (103) (1.00)
SPACING
= 206m
NO. OF STRP = TPB-1 ÷ SPACING II. TOTAL LENGTH OF STIRRUP FOR BEAM-2 = 7.80 ÷ 0.10
= 168 ÷ 0.15 TLSTRP = (NO. OF STRP) (LSTRP) = 78pcs
II. COLUMN-1 @ HEIGHT OF 7.80m
= 1,120pcs = 1,640 (1.20) TL.TC1 = NO. OF C-1 (NO. OF TIES) (LENGTH
III. COLUMN-2 @ HEIGHT OF 10.30m
= 1,968m TIES)
NO. OF TIES = HEIGHT ÷ STRUCTURAL
= 2 (78) (1.00)
II. NUMBER OF STIRRUPS FOR BEAM-2 SPACING
= 156m
NO. OF STRP = TPB-2 ÷ SPACING III. TOTAL LENGTH OF STIRRUP FOR BEAM-2 = 10.30 ÷ 0.10
TLSTRP = (NO. OF STRP) (LSTRP) = 103pcs
= 246 ÷ 0.15 III. COLUMN-2 @ HEIGHT OF 10.30m
= 1,640pcs = 360 (1.50) IV. COLUMN-2 @ HEIGHT OF 7.80m
TL.TC2 = NO. OF C-2 (NO. OF TIES) (LENGTH
= 540m TIES)
NO. OF TIES = HEIGHT ÷ = 6 (103) (1.20)
III. NUMBER OF STIRRUPS FOR BEAM-3 SPACING = 741.60m
NO. OF STRP = TPB-3 ÷ SPACING IV. TOTAL LENGTH OF STIRRUP FOR ROOF = 7.80 ÷ 0.10
BEAM = 78pcs IV. COLUMN-2 @ HEIGHT OF 7.80m
= 54 ÷ 0.15 SANITARY
TLSTRP = (NO. OF STRP) (LSTRP) TL.TC2 = NO. OF C-2 (NO. OF TIES) (LENGTH
= 360pcs V. COLUMN-3 @ HEIGHT OF 10.30m TIES)
= 640 (1.00) NO. OF TIES = HEIGHT ÷ = 2 (78) (1.20)
IV. NUMBER OF STIRRUPS FOR ROOF BEAM = 640m SPACING = 187.20m
NO. OF STRP = TPRB ÷ SPACING = 10.30 ÷ 0.10
D. NUMBER OF BAR FOR STIRRUPS OF BEAM. = 103pcs V. COLUMN-3 @ HEIGHT OF 10.30m
= 96 ÷ 0.15
TL.TC3 = NO. OF C-3 (NO. OF TIES) (LENGTH
= 640pcs B. LENGTH OF TIES FOR COLUMN TIES)
TLSTRP.B1 = 1,680 = 4 (103) (1.40)
B. LENGTH OF STIRRUP FOR BEAM TLSTRP.B2 = 1,968 I. COLUMN-1 @ HEIGHT OF 10.30m = 576.80m ELECTRICAL

TLSTRP.B3 = 540 LTC-1 = 2a + 2b

= 2(0.30) + 2(0.20) D. NUMBER OF BAR FOR TIES OF
I.LENGTH OF STIRRUP FOR BEAM-1 TLSTRP.RB = 640
= 1.00m
LSTRP = 2a + 2b TOTAL LENGTH = 4,828m COLUMN TLT.C1 @ 10.30m = 206m
= 2(0.30) + 2(0.45) II. COLUMN-1 @ HEIGHT OF 10.30m TLT.C1 @ 7.80m = 156m
= 1.50m NOTE: USE 6.00METER LONG OF STEEL BAR LTC-1 = 2a + 2b TLT.C2 @ 10.30m = 741.60m
(SEE TABLE 1.1) = 2(0.30) + 2(0.20) TLT.C2 @ 7.80m = 187.20m
= 1.00m TLT.C3 @ 10.30m = 576.80m
II. LENGTH OF STIRRUP FOR BEAM-2 TOTAL LENGTH = 1,867.60m
LSTRP = 2a + 2b NUMBER OF BAR = TL ÷ SBL III. COLUMN-2 @ HEIGHT OF 10.30m
MECHANICAL

= 2(0.25) + 2(0.35) = 4,828 ÷ 6.00 LTC-2 = 2a + 2b NOTE: USE 6.00METER LONG OF STEEL BAR
= 1.20m = 804.66 SAY 805pcs of 10mmØ x 6.00m = 2(0.40) + 2(0.20) (SEE TABLE 1.1)

STEEL BAR = 1.20m

NUMBER OF BAR = TL ÷ SBL
IV. COLUMN-2 @ HEIGHT OF 10.30m = 1,867.60 ÷ 6.00
LTC-2 = 2a + 2b = 311.26 SAY 312pcs of 10mmØ x 6.00m STEEL
= 2(0.40) + 2(0.20) BAR
= 1.20m

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-11
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
CITY ENGINEER'S OFFICE

SUMMARY OF QUANTITY OF BARS SUMMARY OF QUANTITY OF BARS

PART OF BUILDING SIZE OF STEEL (CITY/ DISTRICT/ MUNICIPALITY)
PART OF BUILDING SIZE OF STEEL PIECES
PIECES STRUCTURE BAR
STRUCTURE BAR

1. FOOTINGS 20mmØ x 6.00m 72PCS

1. FOOTINGS 20mmØ x 6.00m 72PCS LAND USE AND ZONING

2. FOOTING TIE-BEAM 16mmØ x 6.00m 132PCS

2. FOOTING TIE-BEAM 16mmØ x 6.00m 132PCS

3. COLUMN 20mmØ x 6.00m 191PCS

3. COLUMN 20mmØ x 6.00m 191PCS

4. BEAM 16mmØ x 6.00m 978PCS LINE AND GRADE

4. BEAM 16mmØ x 6.00m 978PCS
5. STIRRUPS 10mmØ x 135PCS
5. STIRRUPS 10mmØ x 135PCS  FOOTING TIE BEAM
 FOOTING TIE BEAM 6.00m 805PCS
6.00m 805PCS  BEAMS
 BEAMS 10mmØ x
10mmØ x 6.00m
6.00m
6. TIES
6. TIES  COLUMN
10mmØ x 6.00m 312PCS
 COLUMN
10mmØ x 6.00m 312PCS ARCHITECTURAL

STRUCTURAL

SANITARY

ELECTRICAL

MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-12
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO
APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
SUMMARY OF COST FOR CONCRETE MATERIALS
SUMMARY COST FOR EARTH WORKS
CITY ENGINEER'S OFFICE

MATERIALS TOTAL MAT. UNIT COST TOTAL COST

(CITY/ DISTRICT/ MUNICIPALITY)

MATERIALS DESCRIPTION UNIT COST TOTAL COST

CEMENT 1741 BAGS 220PHP/BAG 383,020PHP
LAND USE AND ZONING

SOIL 5242.32 m³ 500PHP/m³ 2,621,160PH SAND 97 m³ 800PHP/m³ 77,600PHP

P
GRAVEL 194 m³ 1,200PHP/m³ 232,800PHP
TOTAL COST FOR EARTH WORKS =
TOTAL COST = 693,420PHP
2,621,160PHP
LINE AND GRADE

TOTAL REBARS MATERIAL'S COST

ARCHITECTURAL

TOTAL MASONRY MATERIAL'S COST DESCRIPTION QUANTITY UNIT PRICE TOTAL PRICE

DESCRIPTION QUANTITY UNIT PRICE TOTAL PRICE FOOTINGS 72PCS ₱544.00/pc ₱39,168.00

7,120PCS OF CHB ₱20.00/pc FOOTING TIE

4'' CHB ₱142,400.00 132PCS ₱544.00/pc ₱71,808.00
BEAM
STRUCTURAL

6'' CHB 24,100PCS OF CHB ₱25.00/pc ₱602,500.00 COLUMN 191PCS ₱544.00/PC ₱103,904.00

CEMENT 2,412BAGS OF ₱270.00/BAG ₱651,240.00 BEAM 978PCS ₱544.00/PC ₱532,032.00

CEMENT
STIRRUPS
 FTB 940PCS ₱191.00/pc ₱179,540.00
SAND 88SQ.M OF SAND ₱900.00/SQ.M ₱79,200.00  BEAMS

SANITARY
TIES 312PCS
TOTAL COST = ₱1,475,340.00 ₱191.00/pc ₱59,592.00

TOTAL COST = ₱986,044.00

ELECTRICAL

MECHANICAL

DESIGNER: REPUBLIC ACT 545 PROJECT TITLE OWNER SHEET CONTENT CADD BY: SHEET NO.
CERTIFIED BY:
ENGR. GROUP 2

TUP MANILA
"ARCHITECTURE LAW OF THE PHILIPPINES",
ARTICLE 2, SECTION 25: DESIGNED BY:
JHON ALBERT D. GODOY DRAWINGS & SPECIFICATIONS DULY SIGNED,
ENGR. GROUP 2
PROPOSED SPORT COMPLEX
S-13
STAMPED & OR SEALED AS INSTRUMENTS SLAB DETAIL

CIT - CET
ENGINEER OF SERVICE ARE THE
SLAB SCHEDULE
PROPERTIES & DOCUMENTS OF THE ARCHITECT, CHECKED BY:
TIN: WHETHER THE PURPOSE FOR WHICH THEY ARE STAIR DETAIL
PRC NO. MADE IS EXECUTED OR NOT. IT SHALL BE
STAIR DIAGRAM PROF. CHARLENE

DEPT. ISSUED ON:

UNLAWFUL FOR ANY PERSON, WITHOUT THE ENGR. CHARLENE RICOPUERTO
WRITTEN CONSENT OF THE
ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO APPROVED BY:
PTR.NO. DUPLICATE OR MAKE COPIES OF SAID
DOCUMENTS FOR USE IN THE REPITITION OF &

BET - CT - 1B FOR OTHER PROJECTS OR

ISSUED AT: BUILDING, WHETHER EXECUTED PARTLY OR IN WHOLE

BSCC LOCATION: PH9 PKG6 BLK67 LOT18 APPROVED PROF. CHARLENE