REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS

AND HIGHWAYS

OFFICE OF THE BUILDING OFFICIAL

PROVINCE OF BUKIDNON
MUNICIPALITY OF DANGCAGAN

LAND USE AND ZONING

LINE AND GRADE

ARCHITECTURAL

STRUCTURAL

PERSPECTIVE VIEW ( GAS STATION)

ELECTRICAL

ELECTRONIC

MECHANICAL

SANITARY / PLUMBING

ASSESSOR'S OFFICE

FIRE DEPARTMENT

PERSPECTIVE VIEW ( COMMERCIAL BUILDING)

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e.Aparicio AR. EPHREM MARX APARICIO,UAP MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
1
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 20.00
S18DEG-32'W

1
4
9.00

PROPOSED 2 STOREY COMMERCIAL BUILIDNG

1.13

0.38

P P P P P
S72DEG-26'E

N71DEG-28'W

30.00
100MM CONCRETE SLAB WITH
21.26

FUEL STORAGE TANK 9mm Ø TEMP. BARS SPACED

@ 0.60M O.C. BOTH WAYS
7.00
CL

7.84 7.84
7.00

CANOPY LINE

OUT OUT
IN GAS STATION IN
2
3

N17DEG-38'E

19.57
15.OOm

CL OF NATIONAL ROAD

SITE DEVELOPMENT PLAN VICINITY MAP

SCALE 1:200M SCALE 1:200M

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e.Aparicio MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
2
ARCHITECTURE & OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
PTR NO.
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 7.00

1.
65
50
4.

0.
60

W E

7.00
60
1. SLOPE
R
IE
H

TH
AS

O
C

BO
60
0.
1.
2 0

S
ROOF PLAN
FLOOR PLAN SCALE 1:50
SCALE 1:50

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: EMA SHEET NO.
DRAWINGS REMAINS THE
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e.Aparicio AR. EPHREM MARX APARICIO,UAP MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
3
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 COLUMN IN PREFAB METAL CLADDING FINISH CANOPY IN PREFAB SANDWICH PANEL FINISH

TOP OF CANOPY LINE

0.90

0.90
CANOPY CEILING LINE

1.60 0.60

5.40

5.40
4.25

4.25
2.20

GROUND FLOOR LINE

0.25

0.25
NATURAL DRIVEWAY LINE

SOUTH EAST ELEVATION NORTH EAST ELEVATION

SCALE 1:100 SCALE 1:100

TOP OF CANOPY LINE

0.90

0.90
CANOPY CEILING LINE

0.60 1.60
5.40

5.40
4.25

4.25
2.20
GROUND FLOOR LINE

0.25
NATURAL DRIVEWAY LINE

SOUTH WEST ELEVATION NORTH WEST ELEVATION

SCALE 1:100 SCALE 1:100

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e.Aparicio AR. EPHREM MARX APARICIO,UAP MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
4
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 Y

A B C D E
20.00
5.00 5.00 5.00 5.00

3.50
4.00

OFFICE

2 X
7.00

1.75
RENTABLE SPACE RENTABLE SPACE RENTABLE SPACE
1.00 1.00 1.00
9.00

D2
W2

3.50
D1
F D2 2.25
0.75

M D2
X 3 W1
D1
W1
D1
W1
D1
1.30
2.00

2.00
GEN SET
ROOM

D3

2.10 GROUND FLOOR PLAN

SCALE 1:100
Y

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e.Aparicio AR. EPHREM MARX APARICIO,UAP MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
5
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 Y

A B C D E
20.00
5.00 5.00 5.00 5.00

1
5.00

RENTABLE SPACE

2 X

7.00
RENTABLE SPACE RENTABLE SPACE RENTABLE SPACE
W3
D1

D1

2.00
W6

RENTABLE
X 3
4.00

W1 W1 W1
D1 D1 D1
SPACE

1.00
2.00 C O R R I D O R
W4

W5

2.10 SECOND FLOOR PLAN

SCALE 1:100
Y

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PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
6
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 A B C D E

2.00
1.00 1.00

0.30
2

7.00
SLOPE SLOPE

2.40
D1

3 0.00

1.50
W6 TYPE: FRAMELESS FULL GLASS
SLOPE
1.60 WINDOW
DESCRIPTION: GLASS
QUANTITY: 1 SET
ROOF PLAN LOCATION: RENTABLE SPACE
SCALE 1:100
6.00

4.05 2.10
1.00 1.00 1.00
5.00 1.00 1.00 2.25 2.85
1.02 1.01 1.02 1.00 1.10 1.00
1.25 1.00 0.93 0.93 1.00
0.30

0.30

0.30

0.30

0.30
2.40

2.40

2.40

2.40
D1 D1 D1 D1 D1

W1 TYPE: FRAMELESS FULL GLASS WINDOW W2 TYPE: FRAMELESS FULL GLASS W3 TYPE: FRAMELESS FULL GLASS W2 TYPE: FRAMELESS FULL GLASS W5 TYPE: FRAMELESS FULL GLASS
WINDOW WINDOW WINDOW WINDOW
DESCRIPTION: GLASS
DESCRIPTION: GLASS DESCRIPTION: GLASS DESCRIPTION: GLASS DESCRIPTION: GLASS
QUANTITY: 6 SETS
QUANTITY: 1 SET QUANTITY: 1 SET QUANTITY: 1 SET QUANTITY: 1 SET
LOCATION: RENTABLE SPACE
LOCATION: OFFICE LOCATION: RENTABLE SPACE LOCATION: RENTABLE SPACE LOCATION: RENTABLE SPACE

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: EMA SHEET NO.
DRAWINGS REMAINS THE
PROPERTY OF AR. EPHREM PROPOSED RMCC PETROL STATION AND DATE:
e.Aparicio AR. EPHREM MARX APARICIO,UAP MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
7
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 2"X3" TUBULAR METAL HORIZONTAL LATTICE 2"X4" TUBULAR METAL VERTICAL STAINLESS STEEL 10MM THICK TEMPERED GLASS PANEL
LATTICE RAILING

A B C D E

0.30 0.40
TOP OF ROOF
TOP OF ROOF BEAM
SIGNAGE SIGNAGE SIGNAGE
2ND FLOOR CEILING LINE

2.70
2.40
0.60 0.90
2ND FLOOR LINE

0.40
SIGNAGE SIGNAGE SIGNAGE CEILING LINE

3.00
2.40

0.20
GROUND FLOOR LINE

NATURAL GRADE LINE

FRONT ELEVATION
ROLL UP DOOR SCALE 1:100

WALL IN PREFAB SANDWICH PANEL SYSTEM

E D C B A
TOP OF ROOF
TOP OF ROOF BEAM

2ND FLOOR CEILING LINE

2ND FLOOR LINE

CEILING LINE

GROUND FLOOR LINE

NATURAL GRADE LINE

REAR ELEVATION
SCALE 1:100

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DRAWINGS REMAINS THE
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e.Aparicio AR. EPHREM MARX APARICIO,UAP MARX B. APARICIO WHOSE
PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
8
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 WALL IN PREFAB SANDWICH PANEL SYSTEM WALL IN PREFAB SANDWICH PANEL SYSTEM
RIB TYPE ROOFING
2% SLOPE

1 2 3 3 2 1 3 2 1
SEE RAFTER

0.30 0.40

0.30 0.40
DETAIL
TOP OF ROOF
TOP OF ROOF BEAM

2ND FLOOR CEILING

LINE

2.70

2.70
RENTABLE SPACE 2ND FLOOR LINE

0.40

0.40
0.60
CEILING LINE

3.00

3.00
RENTABLE SPACE

0.20

0.20
GROUND FLOOR LINE

NATURAL GRADE LINE

LEFT SIDE ELEVATION CROSS SECTION
SCALE 1:100M RIGHT SIDE ELEVATION SCALE 1:100M
SCALE 1:100M

A B C D E

0.30 0.40
TOP OF ROOF
TOP OF ROOF BEAM

2ND FLOOR CEILING LINE

2.70
RENTABLE SPACE RENTABLE SPACE RENTABLE SPACE 2ND FLOOR LINE

0.40
17
16
15
14
13 BOTTOM OF BEAM LINE
12
11
10
9

3.00
8
7
6
5
4
3
2
GEN SET 1 RENTABLE SPACE RENTABLE SPACE RENTABLE SPACE

0.20
GROUND FLOOR LINE
NATURAL GRADE LINE
LONGITUDINAL SECTION
SCALE 1:100M

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PERMISSION MUST BE
PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
9
ARCHITECTURE & ARCHITECT OBTAINED BEFORE ANY USE CADD BY: MIKE
INTERIORS OF IT CAN BE MADE.
CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 1"X1" STAINLESS STEEL RAILING
1.00 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
2"X3" STAINLESS STEEL
HANDRAIL
0.20 1.20 0.20 1.20

EQ.
2"X2"STAINLESS

EQ.
STEEL POST
1.00

0.90
EQ.
EQ.EQ.
2.00

2"X3" METAL BASE RAIL

RAILING DETAIL BOLTED ON FLOOR

1.00

FLOORING MATERIAL

1.00 0.25 0.25 0.25 0.25 0.25 0.25

PLAN VIEW 17 2ND FLOOR

1.20
16 0.90 0.60
15
14
13
12
11
10 D2

2.10

2.10

2.00
1.00 9

3.40
8
7
6 WOODEN OR METAL TREAD

5 FINISHED FLOOR LINE

4 D1 D2 D1
3 0.25 TYPE GLASS DOOR PVC DOOR ROLL UP DOOR

METAL STRINGER
2 DESCRIPTION GLASS PVC ALUMINUM
1 QUANTITY 9 SETS 3 SETS 1 SET
0.20

LOCATION OFFICE COMFORT ROOMS GEN.SET ROOM

ELEVATION

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PROJECT 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
10
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CELL# 0997 624 3204
PRC REG. NO.

TIN:
0029845 PTR NO. 1210203B
REPUBLIC ACT 9266
LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN. PH. RMCC GROUP OF COMPANIES DATE: 10-26-2020 32
EMAIL:ephrem.marx@gmail.com 308-189-793 DATE ISSUED: 09-19-2020 OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 GENERAL NOTES: 4.0 Materials
7.0 Granular
1.0 General 4.1 Normal weight concrete 7.1 The granular base material shall conform to ASSTHO m147 grading A.
4.1.1 Concrete used in this work shall have a minimum compressive strength @28 days 7.2 Granular base shall be placed in position according to the required thickness
1.1 The contractor shall verify all dimensions and conditions at the site, and f 'c =20.7MPa (3,000 psi) for all reinforced concrete elements shown on the drawings. If not indicated, provide a minimum thickness of 75mm(3").
shall notify the engineer of discrepancies between actual conditions and 4.1.2 All concrete shall be deposited, vibrated and cured in accordance with ACI 7.3 Where the required thickness is more than 0.15m the base material shall be
information shown on the drawings before proceeding with the work. This standard spread and compacted in 2 or more layers of approximately equal thickness, and the
shall include the location and dimensions of grooves, sleeves, curbs, openings, 4.1.3 Minimum concrete cover for reinforcing bars shall as follows: maximum compacted thickness of any one layer shall not exceed 0.15 m.
embedded or attached items, etc. Refer to architectural, mechanical, electrical 1. Footings (cast against earth) = 75mm 7.4 Compacted dry density of each layer shall not be less than 80% of the maximum
and plumbing drawings. 2. Beams and columns (to stirrups and ties) = 40mm dry density determined according to ASTM D-698.
1.2 All dimensions shall take precedence over scale shown on plans, sections or 3. Reinfored Concrete Suspended Slab = 20mm 7.5 Maximum lift for compaction shall be 450mm.
details. Notes and details on drawings shall take precedence over general notes and
typical details. All dimensions are in meter unless otherwise specified. 4.2 Reinforcing bars 8.0 Foundation
1.3 The contract structural drawings and specifications represent the finished 4.2.1 Unless otherwise specified on plans, all reinforcing bars shall be deformed
structures. They do not indicate the method of construction unless so stated. The with a minimum yielded strength 8.1 The contractor shall report the actual condition during excavation and confirm
contractor shall provide all necessary measures to protect the structures, adjacent fy = 276 MPa for 20mmØ bars and larger. Grade 40 (40,000 psi) actual bearing capacity of soil in writing before depositing concrete. The assumed
properties, workmen and other persons during all phases of construction.The fy = 228 MPa for 16mmØ bars Grade 40 (33,000 psi) bearing capacity is 80 kPa as per soil testing result. No concrete pouring of
contractor shall immediately notify the owner and/ or the engineer of the structures fy = 228 MPa for 10mmØ secondary bars (ties and stirrups) Grade 33 (33,000psi) foundation shall be done without the approval of the Structural Engineer.
for cause distress in the structures.
8.2 Reinforced Concrete Spread Footing shall be placed as per detail.
1.4 Construction materials shall not be stored on poured floors. It is the general 4.2.2 All reinforcing bars shall be clean of rust, grease or other materials which tend 8.3 Minimum Concrete Strength of the Foundation shall be 20.7 MPa after 28 days.
contractors responsibility to ensure that the subcontractors are informed and do not to impair bond.
violate this important requirement. 4.2.3 All reinforcing bars shall accurately and securely place before pouring concrete
1.5 The contractor shall provide temporary erection bracings and shoring of all or applying mortar grout. 9.0 Standard Hooks (unit all mm)
structural members as required for structure stability during all phases of 4.2.4 Lapped splices shall be staggered where possible.
construction. 4.2.5 Unless indicated otherwise, splicing of reinforcement shall be in accordance with 9.1 Recommended end Hooks All grades of steel
1.6 The contractor shall take all steps necessary to ensure the proper alignment of ACI 318 - 14M, except that the minimum lap splice shall be 40 bar diameters but
the structures after the installation of all structural and finish materials. not less than 600mm.
1.7 Typical details and general notes shall apply to all parts of the job unless 4.2.6 Unless shown otherwise on plans, splices shall be as follows: A.) 90° Hooks B.) 180° Hooks
otherwise shown on the drawings. A. Beams : top and bottom bars shall not be spliced within the column
or within a distance of twice the member depth from the face of the For 20 mm Ø Def Bars For 20 mm Ø Def Bars
2.0 Standards and References
The following shall govern the design, fabrication and construction of the project:
column : at least two extra stirrup - ties shall be provided at all
300 80 (4d)
splices, the splice length shall not be less than 1.5 x LD

60 min
(development length), but not less than 500mm.
2.1 American Concrete Institute (ACI Publications) B. Columns : splices when permitted shall be made within the center
ACI 318-14M Bldg. Code Requirements for Reinforced Concrete. half of column height, and the lap splice shall not be less than 40 bar
ACI 315 Manual of Standard Practice for Details and Detailing diameter.
Of Concrete Reinforcement
ACI 301 Standard Specification for Structural Concrete
4.2.7 Unless indicated otherwise all beams terminating at the column shall have top 12d 175
and bottom bars extending to the far face of the column and terminating in a
2.2 American Institute Of Steel Construction (AISC) Publication standard hook 90° hook or extending to the opposite beam.
2.3 National Structural Code Of the Philippines 2015 (NSCP) 4.2.8 Shop drawings for bending & cutting of reinforcement shall be submitted for For 12 mm Ø Def Bars
For 12 mm Ø Def Bars
2.4 Association Of Structural Engineers Of the Philippines (ASEP)
Handbook Of Structural Steel Shapes and Sections, if applicable.
approval to the engineer prior to fabrication.
200 48 (4d)
2.5 Structural Analysis and Design Software by Bentley, Inc. &

50 min
4.3 Structural Steel
JCLLamberte RC Design Solution USE AISC SPECIFICATIONS
3.0 Basics Design Loads
3.1 Dead Loads 4.4 Concrete masonry units
Concrete Material = 23.544 kN/m3 4.4.1 CMU used in these works shall have a minimum ultimate compressive 12d 150
Normal Masonry Unit = 21.200 kN/m3 strength @ 28 days f m = 3.5 MPa. (500 psi)
100mm Thk. CMU Wall with opening and Parapet = 4.4145 kN/m 4.4.2 All cells shall be solidly filled with concrete mortar, concrete mortar shall have
100mm Thk. CMU Wall with openings = (0.75 x 21.20 x thickness x wall height) kN/m a minimum compressive strength of 17.20 MPa (2500 psi) @ 28 days. For 10 mm Ø Def Bars C.) 135° 10 mm Ø SEISMIC STIRRUP/TIE
100mm Thk. CMU Wall with no opening = (21.20 x thickness x wall height) 5.886 kN/m
5.0 Construction joints 150
Roofing = 0.077 KPa

110
80 (approx)
Ceiling = 0.240 kPa 5.1 Construction joints not indicated on plans shall be made so as to least impair the
100mm Thk. Reinforced Concrete Slab + floor finish = 2.3544 kPa strength of the structure and shall be subject to the approval of the engineer.
5.2 Unless shown otherwise, slab on grade shall have control joints @ 6.00 m
3.2 LiveLoads maximum center to center.
12d
Floor Live Load = 4.80 KPa (Commercial Occupancy) 6.0 Embedded Pipes in Concrete Structural Members
Ceiling Live Load = kPa 6.1 All embedded pipes for utilities, etc., shall be of a maximum size of 100 mm Ø single pipe of
Roof Live load = 1.44 KPa material as specified on the plan of as approved in writing by the the Structural Engineer. Embedded
Hallway/corridor = 4.80 kPa pipes not indicated on plans shall be made so as to least impair the strength of the structure and
3.3 Seismic Loads: shall be subject to the approval of the engineer.
Seismic Zone factor = 0.40 (Seismic Zone 4) 6.2 Such pipes when so embedded shall not take up more than six (6) percent of the
Importance factor = 1.0 Commercial Building gross area of the concrete member.
Structure Resistance factor = 8.0 Special Moment Concrete Frame 6.3 Embedded pipes across beams shall be placed above mid-height of the beam
Soil Profile Type =4 within L/4 from the support or below mid-height of the beam if placed at the
Near Source factor, Na = 1.15 6.20 km Nearest to South Bukidnon Fault middle half of the beam's length.
Near Source factor, Nv = 1.50 6.20 km Nearest to South Bukidnon Fault

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: JCL SHEET NO.
DRAWINGS REMAINS THE STRUCTURAL
PROPOSED RMCC PETROL STATION AND DATE: 10-25-2020
e.Aparicio
PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
11
PERMISSION MUST BE
ARCHITECTURE & CIVIL / STRUCTURAL ENGINEER OBTAINED BEFORE ANY USE CADD BY:JCL
INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 WINDOWS OR DOOR
CUT - OFF BARS: OPENING

Ø12 MM. @40 OC 0.20 MIN TYP.

Unless otherwise shown on structural drawings:
b.TYPICAL DETAIL OF STAGGERED LAP SPLICES FOR SLAB BOTTOM BARS REBARS AT CORNER
Ø12 MM. SLAB AND SLAB
OPENING 400 400 400
Provided extra reinforcement for corner slab 100 100

WINDOW OPENING
(WHERE OCCURS)

CHB "t"
BOND BEAM OR LINTEL
(Two adjacent discontinuous edges) BEAM

CHB "t"
AS SHOWN BELOW AT ENDS &CORNER OF SHEAR WALLS

DOOR OPENING
2-Ø12 MM.

100 200
2-Ø12 MM. VERTICAL
EACH SIDE OF OPENING

5-Ø12 MM. BARS @ 200 MM. O.C. MID BARS TOP

AND BOT. 2-Ø12 MM.SILL REINF. WHERE OCCURS

BEAM
2-Ø12 MM. DOWELS
BEAM EACH SIDE OF OPENING

TYP. EXTERIOR GRND. FLR. CHB WALL OPENING

NOT DRAW TO SCALE CHB "t"
GRND.
3 FLR. WALL REINFORCING AT INTERSECTION
LAP SPLICE LENGTH: 400 LAP SPLICE
H (CLEAR HEIGHT OF COL.)

CORNER SLAB
1. AT ANY LEVEL NO MORE THAN 300 CHB WALL
ALTERNATE BARS SHOULD BE SPLICED.

CHB "t"
2. MIN. DISTANCE BETWEEN TWO

300
80 ADJACENT BAR SPLICES SHALL BE 600mm.
WITHIN CENTER

3-Ø16 MM. OF CENTER SLAB (TYP.)

400 LAP SPLICE

HALF OF "H"

L
0

1-Ø16MM. TOP AND BOTTOM BARS CHB VERT.REINF.

76

(TYP.)
L/3
0
76

16mmØ VERTICAL REINFORCEMENT

760
40

DOWEL BARS TO MATCH

HORIZONTAL REINFORCEMENT
OPEN
CHB HOR.REINF.
CHB "t"
40
760

GRND. FLR. WALL REINFORCING AT CORNER

100 200
0.20L
Ø16@100
40 40 SPLICE
HOOPS WALL REINFORCING AT
760 760
END/DOOR OPENING
SLAB OPENING 2d

CHB "t"
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PROPOSED RMCC PETROL STATION AND DATE: 10-25-2020
e.Aparicio
PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
12
PERMISSION MUST BE
ARCHITECTURE & CIVIL / STRUCTURAL ENGINEER OBTAINED BEFORE ANY USE CADD BY:JCL
INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 100mm THICK CONCRETE SLAB
WITH 10mmØ MATTING BARS
@400mm SPACE O.C. B.W.

A B C D E
20000

5000 5000 5000 5000

1800 850 2350

TB TB TB TB
1
C1 C5
C2 C3 C4
F2 F2 F2 F1
F1
3500

3500
TB

TB

TB

TB

TB
C6
F3 TB TB TB TB
7000

7000
2
300

C10
F3
1100 1050 1050
8950

8950
C7 C8 C9
F4 F4 F4
3500

3500
TB

TB

TB

TB

TB
TB TB TB TB
3
C11 C12 C13 C14 C15
F3 F4 F4 F4 F3
1950

1950
1300 800 550

2100 2900
5000 5000 5000 5000

20000

FOUNDATION PLAN
SCALE: 1 : 100 METERS

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: JCL SHEET NO.
DRAWINGS REMAINS THE STRUCTURAL
PROPOSED RMCC PETROL STATION AND DATE: 10-25-2020
e.Aparicio
PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
13
PERMISSION MUST BE
ARCHITECTURE & CIVIL / STRUCTURAL ENGINEER OBTAINED BEFORE ANY USE CADD BY:JCL
INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 0.10 400 mm

75 250 75
4" THK. CHB WALL
PLASTER FINISH @ BOTHSIDES 6/16
FINISHED GROUND FLOOR LINE 6/16
VARIABLE 10 MM Ø VERT

62.29 mm
3/4"

118.49 mm
REBARS SPACE AT 0.60M OC.

120
3000 PSI REINFORCED
10 MM Ø HORIZONTAL

462.29 mm
CONCRETE PEDESTAL
REBARS SP. @ EVERY 3RD LAYER

400 mm

400 mm
80 80
NATURAL GRADE LINE

400
10mmØ TIES, 6@100mm,
0.40

REST @ 150mm

120
0.60

400 mm
0.20

12#-16mmØ GRADE 40
4-12MM Ø LONG TEMP BARS VERT. BARS
Anchor detailing
400 mm

400 10MM Ø TRANSVERSE MAIN BARS Top view

@300mm spacing O.C.
H300x300x10x15
WALL FOOTING - 1 (WF1) DETAIL 400 mm STEEL
SCALE: 1 : 25 METERS
PEDESTAL

1
672(ANCHORAGE)

BASEPLATE 20mm THK.

400 400 A36
LENGTH

20 mm
300

3-#16 3-#16

500 STP 2L-#10

672(ANCHORAGE)

3-#16
3-#16

12-2L-#10 REST-2L-#10 12-2L-#10 B1

@95 C/C @165 C/C @95 C/C (SCALE 1:25)
1000 1000
1

TB:300x500
(SCALE: H = 1:50 / V = 1:50)
Lateral view Front view

TIE BEAM DETAIL

SCALE: 1 : 25 METERS
PEDESTAL & BASE PLATE DETAIL
SCALE: 1 : 10 METERS

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: JCL SHEET NO.
DRAWINGS REMAINS THE STRUCTURAL
PROPOSED RMCC PETROL STATION AND DATE: 10-25-2020
e.Aparicio
PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
14
PERMISSION MUST BE
ARCHITECTURE & CIVIL / STRUCTURAL ENGINEER OBTAINED BEFORE ANY USE CADD BY:JCL
INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 2400
9 - 16mmØ (B)

9 - 16mmØ (B)

12 - 16mmØ EQUALLY SPACED

2400
2400

2400
150 THK PCC
150 THK PCC
12 - 16mmØ EQUALLY SPACED
FOOTING F2- PLAN
(SCALE 1:25)
COLUMN LINKS

FOOTING F1- PLAN

COLUMN LINKS
(SCALE 1:25)
LD

LD
12 - 16mmØ 9 - 16mmØ (B)

EL. -1.500 EL. -1.500

300

BOF

300
BOF

150 THK PCC 150 THK PCC

12 - 16mmØ 9 - 16mmØ (B)
150 2400 150 2400

SECTION 1-1 SECTION 2-2

DETAIL OF FOOTING F1 DETAIL OF FOOTING F2
(SCALE 1:25) (SCALE 1:25)
PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: JCL SHEET NO.
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PROPOSED RMCC PETROL STATION AND DATE: 10-25-2020
e.Aparicio
PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
15
PERMISSION MUST BE
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INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 8 - 16mmØ (B)

8 - 16mmØ (B)

8 - 16mmØ (B)
8 - 16mmØ (B)

1600
2300

1600
150 THK PCC
FOOTING F4- PLAN
(SCALE 1:25)

150 THK PCC

COLUMN LINKS
2300

FOOTING F3 - PLAN
(SCALE 1:25)

LD
COLUMN LINKS
LD

8 - 16mmØ (B)

EL. -1.500

300
BOF
8 - 16mmØ (B)

EL. -1.500
300

BOF 150 THK PCC

8 - 16mmØ (B)
150 1600

150 THK PCC

8 - 16mmØ (B)
SECTION 4-4
DETAIL OF FOOTING F4
150 2300 (SCALE 1:25)

SECTION 3-3
DETAIL OF FOOTING F3
(SCALE 1:25)

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: JCL SHEET NO.
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PROPOSED RMCC PETROL STATION AND DATE: 10-25-2020
e.Aparicio
PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
16
PERMISSION MUST BE
ARCHITECTURE & CIVIL / STRUCTURAL ENGINEER OBTAINED BEFORE ANY USE CADD BY:JCL
INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 A B C D E
5000 5000 5000 5000

GM3 GM3 GM3 GM3

3000

3000

3000

3000
GM4 GM4 GM4 GM4

3500

3500

3500

3500
COL

COL

COL

COL

COL
B2 B2 B2 B2

3 2 1
3500 3500

GM3 GM3
(SCALE 1:100)
3000

GM4 GM4 GM4

3500
COL

COL

COL

TB TB

MARKED SECTION SHAPE

TB RECT 500 X 300
GM4 I36A
GM3 I32A
(SCALE 1:100)
COL HW300X300

PREPARED BY : SEAL THE COPYRIGHT OF THIS APPROVED BY : SHEET TITLE: DRAWN BY: JCL SHEET NO.
DRAWINGS REMAINS THE STRUCTURAL DATE: 10-25-2020
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PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
PROPOSED RMCC PETROL STATION AND 17
PERMISSION MUST BE 2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
ARCHITECTURE & CIVIL / STRUCTURAL ENGINEER OBTAINED BEFORE ANY USE CADD BY:JCL
INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 A B C D E

20000

5000 5000 5000 5000

COL GM4 COL GM4 COL GM4 COL GM4 COL

1
3500

3500
GM4

GM4

GM4

GM4

GM4
COL GM4 COL GM4 COL GM4 COL GM4 COL
2

8000
9200

3500

3500
GM4

GM4

GM4

GM4

GM4
COL BS4 COL COL COL COL
GM4 GM4 GM4 GM4
3

1000
GM3

GM3

GM3

GM3
BS7 BS7 BS7
2200

BS4
GM4

BS4

2000

5000 5000 5000 5000

20000

(SCALE 1:100)

MARKED SECTION SHAPE

COL HW300X300
GM4 I36A
BS4 I36A
GM3 I32A
BS7 I25A

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PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
18
PERMISSION MUST BE
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INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
EMAIL:ephrem.marx@gmail.com TIN: DATE ISSUED: OWNER RMCC GROUP OF COMPANIES OWNER'S SIGNATURE
 A B C D E

20000

5000 5000 5000 5000

COL GM3 COL GM3 COL GM3 COL GM3 COL

1
3500

3500
GM3

GM3

GM3

GM3

GM3
COL GM3 COL GM3 COL GM3 COL GM3 COL
7000

7000
2
3500

3500
GM3

GM3

GM3

GM3

GM3
COL GM3 COL GM3 COL GM3 COL GM3 COL
3

5000 5000 5000 5000

20000

(SCALE 1:100)

MARKED SECTION SHAPE

COL HW300X300
GM3 I32A

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PROPERTY OF AR. EPHREM
MARX B. APARICIO WHOSE PROJECT
2-STOREY COMMERCIAL BUILDING CONTENTS AS SHOWN
19
PERMISSION MUST BE
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INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
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 A B C D E

20000

5000 5000 5000 5000 60*40*3 REC TUBE Q235B

PURLINS @ 600mm O.C.

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

SEE RAFTER DETAIL

3500

3500
7000

7000
2
3500

3500
3

5000 5000 5000 5000

20000
ROOF FRAMING PLAN 40*3 SQUARE TUBE Q235B
SCALE 1: 100 M
ALL VERT. FRAMING 40*3 SQUARE TUBE Q235B
60*40*3 REC TUBE Q235B ALL TRUSS FRAMING
PURLINS @ 600mm O.C.
2 2 1
1361 3500 3500

387
215

464 750 1038 1038 1038 1038 1038 1038 758

26
9

RAFTER DETAIL 40*3 SQUARE TUBE Q235B

SCALE 1: 25 M ALL TRUSS FRAMING

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PROPOSED RMCC PETROL STATION AND 20
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INTERIORS
CELL# 0997 624 3204
PRC REG. NO. PTR NO. OF IT CAN BE MADE.
REPUBLIC ACT 9266 LOCATION POBLACION, DANGCAGAN, BUKIDNON, MIN., PH. RMCC GROUP OF COMPANIES DATE: 10-25-2020 32
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