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REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS OFFICE OF THE BUILDING OFFICIAL MUNICIPALITY OF SOGOD PROVINCE OF SOUTHERN LEYTE RECOMMENDING APPROVAL:
BUILDING OFFICIAL
DATE
RECOMMENDING APPROVAL:
LAND USE & ZONING SECTION HEAD
DATE
RECOMMENDING APPROVAL:
LINE & GRADE SECTION HEAD
DATE
RECOMMENDING APPROVAL:
ARCHITECTURAL KU
SECTION HEAD
DATE
PA
PROPERTY LINE
TO
RECOMMENDING APPROVAL:
TO SOGOD
SECTION HEAD
PROPERTY LINE
PROPERTY LINE
STRUCTURAL
BU ILD
IN
DATE
RECOMMENDING APPROVAL:
SANITARY
G SECTION HEAD
DATE
RECOMMENDING APPROVAL:
VICINITY scale
SS ITE
TO
BA
TO
PROPERTY LINE
SECTION HEAD
MAP
1 : 100
DATE
RECOMMENDING APPROVAL:
m
SITE DEVELOPMENT scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
ELECTRICAL
PROPERTY LINE
TH I
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
1 :
100
MECHANICAL
PLAN
m
SECTION HEAD APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
DATE SHEET NUMBER
A1
A
B
D
E
Y 3.00
2.00
2.00
W3
1
1.00
1
D2
1.60
2.60
1' W4 D3 W2
2
4
W1
1.00
W1
D2
X
X
3 10.60
10.60
3.00
2.00
2
4
W4
3.00
2.00
D3
W4
D3
W2
5
D2
6
D1
3.00
W1
2.00
W1 W2
8
8 W2
FLOOR PLAN scale
1 :
100
Y
m
4.00
A FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
3.00
C
E APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A2
A
C 4.00
3.00
1.02
2.00
APEX
E
3.20
3.00
TOB
F.F.L N.G.L
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
FRONT
ELEVATION
scale
1 :
NAME OF PROJECT:
REC ALFONSO P. CINCO
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A3
E
D 2.00
2.00
A 3.00
2.00
APEX
B
3.00
3.20
TOB
F.F.L N.G.L
REA R ELEVATION scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1 :
100
NAME OF PROJECT:
REC ALFONSO P. CINCO
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A4
8
5 3.00
4
2
2.00
3.00
1' 1 1.60
1.00
2.00
APEX
3.00
3.20
TOB
F.F.L N.G.L
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
RIGHT
ELEVATION
scale
1 :
NAME OF PROJECT:
REC ALFONSO P. CINCO
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A5
WIDTH
3-PANEL WINDOW
CLEAR
CLEAR HEIGHT
WIDTH
SILL HEIGHT CLEAR WINDOW HEIGHT
WIDTH
SWING FRENCH WINDOW WITH 1/4" THK. TEMPERED PLATE CLEAR GLASS ON NARRA WOOD FRAMING. (SUBMIT MANUFACTURER'S DRAWING DETAILS AND CONSULT WITH PROJECT ENGINEER OR THE ARCHITECT)
TYPICAL DETAILS
0.20 0.20
spanish gutter
3 4"
1 4" thk mar. plywood ceiling
thk plyboard
fascia board
0.50
4" victorian base board
0.30 1 4"
0.40
0.40
detail 1
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
blow-up details
NAME OF PROJECT:
REC ALFONSO P. CINCO
0.05
fr 1" x 1" wood lumber air vent
thk mar. plywood ceiling
detail 1
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A7
1
2 2.60
3.00
6 3.00
8 2.00
2.00
APEX
4
3.00
3.20
TOB
F.F.L N.G.L
LEFT ELEVATION scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1 :
100
NAME OF PROJECT:
REC ALFONSO P. CINCO
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A6
1'
2 1.60
3
6
2.00
8
4.00
2.00
2.00
APEX
SEE TRUSS DETAIL
3.00
3.20
TOB
F.F.L N.G.L
S E C T I O N T HR U Y - Y scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1 :
NAME OF PROJECT:
REC ALFONSO P. CINCO
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A8
A
C 4.00
E 3.00
2.00
APEX
3.00
3.20
TOB
F.F.L N.G.L
SECTION TRHU X-X scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
1 :
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A9
schedule of doors and window width Length (mm) (mm) D1
1000
2100
D2
800
2100
D3
750
2100
W1
600
1200
W2
600
W3
600 600
W4 FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
no. of panels
location main
bedrooms
t&b
dining room & bedrooms
swing door, glass type swing door,flush type swing door,flush type sliding window glass type
3 3
1200
sliding window glass type
2
1000
kitchen
sliding window glass type
2
sliding window glass type
1
600
t&b
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
3
living
SEAL
PRC No.: 0095488
2
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A10
1000
BARS SPCD. EVENLY BOTH WAYS
50 MM LEAN CONCRETE REINF. BAR ALONG Y DIRECTION
CLEAR HEIGHT (H1)
400
REINF. BAR ALONG Y DIRECTION
2H/3 lateral ties spacing (refer col. sked.)
H/6 or Col. Depth or 18" w/cever is greater verify
verify
verify
250
1000
REINF. BAR ALONG X DIRECTION
FLOOR BEAM
2H/3 lateral ties spacing (refer col sked)
VERTICAL REINF.
REINF. BAR ALONG X DIRECTION
lateral ties spacing @ 100mm o.c.
FTB
FIN. FLR LINE lateral ties spacing @ 100mm o.c.
COLUMN TIES
verify
FTB
H/6 or Col. Depth or 18" w/cever is greater
900 Min
H/6 or Col. Depth or 18" w/cever is greater
NAT. GRD. LINE
FLOOR BEAM
lateral ties spacing @ 100mm on center
verify CLEAR HEIGHT (Hn)
H/6 or Col. Depth or 18" w/cever is greater
TIES (SEE COLUMN SKED. FOR SPACING)
TIE BEAM OPTIONAL
250 BASE
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S2
L1/4+12D
L1/4+12D
L2/4+12D
L2/4+12D
BREATH TOP BARS
D24 (TYPICAL)
DEPTH
STIRRUPS
STIRRUPS 10mm
L/5 INTCOL
L/5
L1(END SPAN)
L/5 INTCOL L2 (INTERIOR SPAN)
I. GENERAL NOTES
PROVIDE TWO SETS OF STIRRUPS @ SPLICE
LAP SPLICE
H/2
SLAB
II. DESIGN CRITERIA
COLUMN CONNECTION
350
300 MAX. SPAN 2.50M
MAX. SPAN 3.50M
MIN.=30 Db
0 55
MIN.=30 Db
DEPRESSION (VERIFY)
DEPTH THREE (3) TIES @ COLUMN BEAM CONFINEMENT
E.3.1 SOIL BEARING CAPACITY = 133 KPa
THE CONSTRUCTION SHALL NOTIFY THE
1-12D TOP & BOTTOM BARS
4-12D BOTT.BARS
FOR SEISMIC REQM'T PROVIDE TIES AT LEAST
E.3.2 IN CASE THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN THE ASSUMED VALUE THE ENGINEER IN CHARGE OF
MIN.=30 Db
TYPICAL COLUMN ELEVATION
DEPTH
TYPICAL SLAB OPENING DETAIL
TYPICAL SLAB CORNER DETAIL
TYPICAL DETAIL FOR BEAM
STRUCTURAL ENGINEER FOR SOME RECOMMENDATION.
OR SLAB CHANGE SOFFIT 150MM THICK CHB WALL W/ 10D @ 600 E.W.
SLAB ON GRADE
SLAB ON GRADE
MAIN REINF BARS T
150MM THICK CHB WALL W/ 10D @ 600 E.W.
A. REINFORCED CONCRETE
DEPTH
A.1. THE QUALITY AND DESIGN OF ALL REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI - 318.95) AND MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI - 315). A.2. ALL CONCRETE SHALL BE MACHINE MIXED AND MECHANICAL VIBRATOR SHALL BE USED FOR COMPACTING CONCRETE. NGL
A.3. MINIMUM CONCRETE COVERING FOR REINFORCING STEEL SHALL BE: 38MM - BEAMS AND COLUMNS, 38MM - FORMED SURFACE BELOW GRADE. FOR 16MM DIA. BARS AND SMALLER = 50MM. FOR BARS LARGER THAN 16MM DIAMETER CONCRETE POURED AGAINST EARTH = 75MM.
PROVIDE 3 ADDT'L STIRRUPS EACH SIDE OF THE SLEEVES
SLEEVES FOR UTILITY (PIPE MIN DIAM.=50MM)
EARTH FILL
CONTINOUS MAIN REINFORCEMENTS
TYPICAL SLEEVES DETAIL THRU CONCRETE BEAM 400
WF-4 150MM THICK CHB WALL W/ 10D @ 600 E.W.
VERTICAL REINF.
150MM THICK CHB WALL W/ 10D @ 600 E.W.
COLUMN TIES REINF. BARS ALONG X REINF. BARS ALONG Y 50 MM LEAN CONCRETE
B.2. VERTICAL CELLS TO BE FILLED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 50MM X 75MM. B.3. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM OF THE REINFORCEMENTS AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETER.
3-10D
D. FOUNDATION
400
WF-3
100
100
400
100
WF-2
TYPICAL CONCRETE HOLLOW BLOCK WALL FOOTING (WHERE APPLICABLE)
NAME OF PROJECT:
REC ALFONSO P. CINCO
D PROVIDE SHEAR RODS WHERE JOINT IS @ POINT OF STRESS
BEAM
TYPICAL FOOTING DETAIL
TYPICAL SLAB AND BEAMS CONSTRUCTION JOINT DETAIL
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488 Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Place: Maasin City, So. Leyte
Date: 01-03-2011
MIN.=30Db
50
MAIN REINFORCEMENTS TO & BOTTOM CONT.BARS
ALL FOOTINGS SHALL REST ON NATURAL GROUND. E. DISCREPANCY ALL DISCREPANCY BETWEEN THE DESIGNERURAL AND STRUCTURAL PLANS SHALL BE REPORTED TO THE DESIGNER BEFORE PROCEEDING WITH THE PORTION OF THE WORK INVOLVED.
D
X DIRECTION
Y DIRECTION
100
100
100
100 150
50
DEPRESSED SLAB
C. REINFORCING STEEL C.1. REINFORCEMENTS SHALL BE DEFORMED BRAS CONFORMING TO ASTM A-615 (DEFORMATION).
100
10D
B.4. PROVIDE 10 DIAM. DOWELS X 900MM LONG @ 600MM ON CENTERS.
10D
3-10D
SLAB MIN.=30Db
T
MIN. D=1.2M
NGL
t
WF-1
B.1. CELLS CONTAINING REINFORCEMENTS SHALL BE SOLIDLY FILLED WITH GROUTS NOT TO EXCEED 1.2 METERS AND POURING SHALL BE STOPPED 38MM BELOW AT TOP OF A COURSE TO FORM A KEY AT POURED JOINTS.
t-38
400 B. CONCRETE MASONRY UNITS
Db x1000 @300 O.C. 19
A.5. NO CONCRETING SHALL BE ALLOWED UNLESS ALL BAR PLACEMENTS HAVE BEEN INSPECTED BY THE STRUCTURAL ENGINEER.
19
200
200
BREATH
A.4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE WELL SECURED IN POSITION BEFORE PLACING THE CONCRETE.
SEAL
MAX. SPAN 4.0M
OPEN
E.3 FOUNDATION
FROM THE OFFICE OF:
10D STIRRUPS 1@150, 3@100, REST @ 300
12D, 1.0 METER LONG @ MID-DEPTH OF SLAB @ EACH OPENING CORNER OMIT BARS WHERE OPENING IS FRAMED BY BEAM
4-12D, 2.0M LONG TOP BAR BEND DOWN INTO EDGE BEAM 0 55
III. CONSTRUCTION NOTES
NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
150
10D STIRRUPS 1@150, 3@100, REST @ 300
ABOVE DOOR / WINDOW OPENINGS ON CHB WALL (EXTEND 300MM FROM EDGES OF MASONRY OPENINGS)
TYPICAL DETAIL OF COLUMN LAP SPLICE & EXT. BEAM TO
RECOMMENDED HOOPS S=0.25d <100MM COLUMN MAIN REINF. BAR SPLICE SHALL BE LIMITED @ MIDHEIGHT, H/2
E.2.3 STRUCTURAL STEEL, USE ASTM A36
C.2. MINIMUM LAP SPLICES UNLESS OTHERWISE INDICATED SHALL: C.2.1 FOR CONCRETE = 30 BAR DIAMETER BUT NOT LESS THAN 300 MM. C.2.2 FOR UNIT MASONRY = 40 BAR DIAMETER.
150 10D STIRRUPS 1@150, 3@200, REST @ 300
MAX. SPAN 1.20M
30Db
2-16D
150
0
D. SEISMIC LOAD V = ZIC W/Rw where: V= BASE SHEAR Z = 0.40 C = 1.25S/(T^(2/3))<2.75 I = 1.0 W= DEAD LOAD
COLUMN REINF. BARS SHALL BE SPLICE AT TWO LEVELS WITH NUMBER OF BARS PER LEVEL @ LEAST 50% OF NO. OF MAIN VERT.BARS
E.2.1 INTERMEDIATE BARS (deformed) fy = 276 MPa (10MM, 12MM, 16MM, 20MM) E.2.2 HARD GRADE BARS fy = 414 MPa (25MM)
C. WIND LOADS 2 p = 0.00256V Ch V = WIND VELOCITY Ch = HEIGHT CORRECTION FACTOR
150 10D STIRRUPS 1@150, REST @ 300
2-16D
2-12D
55
= 0.24 kPa = 0.75 kPa = 0.40 kPa
E. DESIGN STRESSES E.1 REINFORCED CONCRETE, fc' = E.1.1 BEAMS, COLUMNS, SUSPENDED SLABS fc' = 21 MPa E.1.2 SLAB ON FILL fc' = 17.5 MPa E.1.3 FOOTINGS fc' = 21 MPa E.2 REINFORCING STEEL
H/4
= 2.40 kPa = 4.80 kPa
1-12D
30Db>16D & larger bars 40Db>12D & smaller bars
7. USE STRUCTURAL EPOXY FOR ALL CONSTRUCTION JOINTS AT WATER TANK, TOILET SLABS AND ROOF DECK
= 1.00 KPa = 0.75 KPa
DEPTH L/5
150
H/4
MAIN VERTICAL COLUMN REINF.
2-16D
2-12D
BREATH
L/4
4. IT SHALL BE THE CONSTRUCTOR RESPONSIBILITY TO PROVIDE ADEQUATE BRACING OF THE STRUCTURES FOR ALL LOADS THAT MAY BE IMPOSED DURING CONSTRUCTION. 5. IN THE INTERPRETATION OF THIS DRAWINGS, INDICATED DIMENSION SHALL GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 6. ALL CONCRETE WORKS SHALL BE DONE IN ACCORDANCE WITH THE LATEST ACI SPECIFICATIONS, IN SO FAR AS THEY DO NOT CONFLICT WITH LOCAL BUILDING CODE AND THIS NOTES.
A.1 ROOF LIVE LOADS ROOF DUE TO PONDING A.2 FLOOR LIVE LOADS OFFICE LOBBY B. DEAD LOADS B.1 FLOOR MORTAR FINISH B.2 PARTITION B.3 CEILING AND UTILITIES
EXTRA BOTT. BARS @ MID SPAN
EXTRA TOP BARS @ END SUPPORT
200
1. CONSTRUCTION NOTES AND TYPICAL DETAIL APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS. 2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAM OF ALL STRUCTURAL STEEL, MISCELLANEOUS IRON, PRETRESS, PRECAST WORKS, ETC. SHALL BE SUBMITTED FOR STRUCTURAL ENGINEERS APPROVAL. 3. CONSTRUCTOR SHALL VERIFY ALL DIMENSION BEFORE ANY WORK BEGUN, CHECK MECHANICAL & ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SLEEVES ETC. TO BE EMBEDDED IN CONCRETE.
A. LIVE LOADS
BOTTOM BARS
L3 (CANTILEVER SPAN)
Y<250
L/7 EXTCOL
WEB BARS
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S3
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S4
SCHEDULE OF BEAMS BEAM NAME
RB-1
SECTION
REINFORCEMENT SPAN
width
STIRRUPS
depth
250
@ Exterior Support
250
vary
@ Mid Span
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
DIMENSION FOOTING MARK
W
L
@ Interior Support
d10 BARS U-STIRRUPS SPCD 2@75mm; 3@100mm; rest @ 200mm
REINFORCEMENT T ALONG X
ALONG Y
MILLIMETERS F-1
1000
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1000
400
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S5
5.00 SPANISH GUTTER
3.80
H 1.00 T3
H
3 T-
T3
H V
H
T2
1.60
2.00
1 TH
1
H 1
4
T-
6.40
H T- 6
1
H
T-
T-
H
H
SPANISH GUTTER
V T-1
10.00
4
T-
SPANISH GUTTER
T-
12.60
H
10.20
H
T2
2 T-
2.00
6.60
5
T5
5
T-
T-
H
H
H
BEAM PLAN scale 1 : 100
m
SPANISH GUTTER
9.00
ROOF FRAMING scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO Date Reg. :01-17-2003
PTR No. 3156730
Date: 01-03-2011
PLAN
100
m
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER PRC No.: 0095488
1 :
OWNER T I N No.: 930-581-907 Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S6
2.00
2.00
6.67
0.50
1.00
1.00
1.00
1.00
1.00
0.50 1.00
V T-1
1.00
1.00
1.00
1.00
0.36
H T-1
8
5.24 1.00
1.00
1.56
2.00
4.9
1.11
3.70
0.54
H T-3 1.00
H T-4
1.00
1.00
0.50
1.00
1.00
1.00
0.95
H T-2
ROOF PLAN
1 :
100
scale 1 : 100 m
m 0.71
2.22
0.67
TRUSS DIAGRAM scale
1.11
1.56
1.48
0.58 0.54
H T-5
0.71
V T-2
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S7
A
B
D
3.00
E
2.00
2.00
1
1 C1 F 1
2.60
100mm thick on well tampered gravel based
C1 F1
1'
2.60
C1 F1
C1 F1 90mm THK ON WELL tampered gravel based
C1 F 1
2
2
C1 F 1
1.00
10.60
100mm thick on well tampered C1 F1 gravel based
4
2.00
90mm thick on well tampered gravel based
3 10.60
3.00
100mm thick on well tampered gravel based C1 F1
4
2.00
C1 F1
3.00
90mm thick on well tampered gravel based
C1 F1
5
C1 F1 C1 F1
6 2.00
3.00
100mm thick on well tampered gravel based
100mm thick on well tampered gravel based
C1 F1
C1 F 1
8
8 4.00
F O U N D A T I O N PLAN scale
1 :
100
m
7.00
A FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
C
E APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488 Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Place: Maasin City, So. Leyte
Date: 01-03-2011
3.00
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S1
to water source
ST CO
CO
fd CO
CO
CO
fd
fd
CO CO
WATER LINE LAYOUT scale
1 :
100
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SANITARY LAYOUT
m SEAL
scale NAME OF PROJECT:
1 :
100
m
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO MASTER PLUMBER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
P1
PLUMBING SPECIFICATIONS 1. ALL PIPES PASSING THROUGH OR UNDER DRIVEWAYS SHALL BE PROPERLY PROTECTED AGAINST BREAKAGE WITH REINFORCED CONCRETE. 2. ALL HORIZONTAL PIPINGS SHALL RUN IN A PRACTICAL ALIGNMENT AND AT UNIFORM GRADE NOT LESS THAN ONE PERCENT (1%) AND SHALL BE ANCHORED OR SUPPORTED AT AN INTERVAL NOT TO EXCEED 1.50 METERS. 3. ALL WALLS WITH PLUMBING ROUGH-IN SHALL BE 150 mm THICK CHB. 4. WORKMANSHIP SHALL BE OF CHARACTERISTICS AS TO FULLY SECURE THE RESULT SOUGHT IN ALL THE PROVISIONS OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES. 5. INSTALL ALL PIPING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 6. UPON COMPLETION OF THE WATER SYSTEM, FLUSH OUT LINES TO CLEAR SYSTEM OF PARTICLES, DIRT AND CLEAN ALL VALVES. 7. ALL PLUMBING INSTALLATIONS SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A DULY LICENSED MASTER PLUMBER.
4"0 x 45 ELBOW
4"0 x 4"0 WYE
4"0 x 4"0 WYE
HORIZONTAL TO VERTICAL
CERTIFICATION:
4"0 x 45 ELBOW
MAIN VENT STACK
THIS IS TO CERTIFY THAT THERE IS NO EXISTING ARTESIAN WELL WITHIN A RADIUS OF 25.00 M FROM THE PROPOSED SEPTIC TANK.
0.10
MASTER PLUMBER
0.70
0.10
0.10
0.50
FIN. FLOOR LINE
0.70
R.C. FLOOR SLAB
0.50
CONCRETE GROUT
0.10
4" THK. FLOOR DRAIN
PLAN
4"0 x 45 ELBOW
0.70
CONCRETE COVER 4"0 x 4"0 WYE
FLOOR DRAIN DETAIL
PLUMBING JOINTS
0.10
0.70
VERTICAL TO HORIZONTAL
4" THK. CHB
ELEVATION/SECTION
CATCH BASIN DETAIL FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO MASTER PLUMBER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
P2
0.70 0.10
0.10
0.10 2..50
0.70
0.10
1.5
note:
@ 0.10 m.o.c bothways
0.50 x 0.50 manhole
0.10
2.50
0.50 x 0.50 manhole
0.10
co
PLAN
co
0.70
0.10
co
CONCRETE COVER
manhole
manhole
co
co
0.30 m airspace
inlet
0.70
plan
50 mm CONC. BAFFLE
outlet 0.10
2.00
4" THK. CHB
digestive chamber
leaching chamber
ELEVATION/SECTION
4" thk CHB
0.20
GREASE TRAP DETAIL section
septic tank detail
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO MASTER PLUMBER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
P3
S 3 S1
C6 C4
S2
C8
C3 S2
S2
C2
C5
S2 S1
C7
C1
LIGHTING scale
1 :
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
LAYOUT 100
m
SEAL
NAME OF PROJECT:
P O W E R LAYOUT scale
1 :
100
m
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO ELECTRICAL ENGINEER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
E1
C5 C6 C7
SINGLE LINE DIAGRAM ELECTRICAL SPECIFICATIONS
C8 Spare
220v 60Hz
1. ALL ELECTRICAL WORKS AND INSTALLATION THERE IN SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST APPROVED EDITION OF THE PHILIPPINE ELECTRICAL CODE WITH THE RULES AND REGULATIONS OF THE NATIONAL AND LOCAL AUTHORITIES CONCERNED IN THE ENFORCEMENT OF ELECTRICAL LAWS AND ORDINANCES AND WITH THE POLICIES OF THE LOCAL UTILITY COMPANY CONCERNED.
Spare
2-14.00 mm THHN or equivalent
M
2. NO WIRE SMALLER THAN No. 3.5 mm2 AWG TWGSHALL BE USED.
50AT
3. ALL MATERIALS USED SHALL BE NEW AND OF APPROVED TYPE FOR BOTH LOCATION AND PURPOSES INTENDED.
15AT
15AT
4. ALL OUTDOOR INSTALLATION SHALL BE OF WEATHER PROOF TYPE. 5. ALL ELECTRICAL WOKS AND INSTALLATION HERE IN SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER OR MASTER ELECTRICIAN.
3.5 mm
C2
3.5 mm
15AT
15AT 3.5 mm
C4
3.5 mm
5.5 mm
C6
It =[ It =[ ] It =24.14A
]
7552W + (0.25)(746) 220V
5.5 mm
5.5 mm
C8 x 0.80
5.5 mm
C7
15AT
20AT 5.5 mm
Spare
C5
20AT
20AT
total connected load plus 25% of the larges motor x demand factor 220V
C3
20AT
20AT SAMPLE COMPUTATION
C1
3.5 mm
Spare
NOTE: Assume 80% demand Factor Therefore: use 50AT main circuit protection use 14.00 mm THHN wire or equivalent for mainline
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO ELECTRICAL ENGINEER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
E2
SCHEDULE OF LOADS SWITCHES
Load Description CIRCUIT
POWER
Voltage
Current
S1 S2 S3 SW
Conductor Size
Conduit Size
C1
Lighting Outlet
1 1
500 W 220V 2.27A
15 AT,2P
3.5mm2
13mm
C2
Lighting Outlet
2
800 W 220V 3.64A
15 AT,2P
3.5mm2
13mm
C3
Lighting Outlet
2 1
600 W 220V 2.73A
15 AT,2P
3.5mm2
13mm
C4
Lighting Outlet
400 W 220V 1.82A
15 AT,2P
3.5mm2
13mm
C5
convenience Outlet
3200W 220V 14.54A
20 AT,2P
5.5mm2
20mm
C6
Refrigerator Outlet
560 W 220V 2.54 A
20 AT,2P
5.5mm2
20mm
C7
ACU
746 W 220V 3.39 A
20 AT,2P
5.5mm2
20mm
C8
ACU
746 W 220V 3.39 A
20 AT,2P
5.5mm2
20mm
1
Spare
220V
15 AT,2P
Spare
220V
20 AT,2P
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
Circuit Protection
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO ELECTRICAL ENGINEER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
E3
BUILDING OFFICIAL
DATE
RECOMMENDING APPROVAL:
LAND USE & ZONING SECTION HEAD
DATE
RECOMMENDING APPROVAL:
LINE & GRADE SECTION HEAD
DATE
RECOMMENDING APPROVAL:
ARCHITECTURAL KU
SECTION HEAD
DATE
PA
PROPERTY LINE
TO
RECOMMENDING APPROVAL:
TO SOGOD
SECTION HEAD
PROPERTY LINE
PROPERTY LINE
STRUCTURAL
BU ILD
IN
DATE
RECOMMENDING APPROVAL:
SANITARY
G SECTION HEAD
DATE
RECOMMENDING APPROVAL:
VICINITY scale
SS ITE
TO
BA
TO
PROPERTY LINE
SECTION HEAD
MAP
1 : 100
DATE
RECOMMENDING APPROVAL:
m
SITE DEVELOPMENT scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
ELECTRICAL
PROPERTY LINE
TH I
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
1 :
100
MECHANICAL
PLAN
m
SECTION HEAD APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
DATE SHEET NUMBER
A1
A
B
D
E
Y 3.00
2.00
2.00
W3
1
1.00
1
D2
1.60
2.60
1' W4 D3 W2
2
4
W1
1.00
W1
D2
X
X
3 10.60
10.60
3.00
2.00
2
4
W4
3.00
2.00
D3
W4
D3
W2
5
D2
6
D1
3.00
W1
2.00
W1 W2
8
8 W2
FLOOR PLAN scale
1 :
100
Y
m
4.00
A FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
3.00
C
E APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A2
A
C 4.00
3.00
1.02
2.00
APEX
E
3.20
3.00
TOB
F.F.L N.G.L
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
FRONT
ELEVATION
scale
1 :
NAME OF PROJECT:
REC ALFONSO P. CINCO
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A3
E
D 2.00
2.00
A 3.00
2.00
APEX
B
3.00
3.20
TOB
F.F.L N.G.L
REA R ELEVATION scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1 :
100
NAME OF PROJECT:
REC ALFONSO P. CINCO
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A4
8
5 3.00
4
2
2.00
3.00
1' 1 1.60
1.00
2.00
APEX
3.00
3.20
TOB
F.F.L N.G.L
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
RIGHT
ELEVATION
scale
1 :
NAME OF PROJECT:
REC ALFONSO P. CINCO
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A5
WIDTH
3-PANEL WINDOW
CLEAR
CLEAR HEIGHT
WIDTH
SILL HEIGHT CLEAR WINDOW HEIGHT
WIDTH
SWING FRENCH WINDOW WITH 1/4" THK. TEMPERED PLATE CLEAR GLASS ON NARRA WOOD FRAMING. (SUBMIT MANUFACTURER'S DRAWING DETAILS AND CONSULT WITH PROJECT ENGINEER OR THE ARCHITECT)
TYPICAL DETAILS
0.20 0.20
spanish gutter
3 4"
1 4" thk mar. plywood ceiling
thk plyboard
fascia board
0.50
4" victorian base board
0.30 1 4"
0.40
0.40
detail 1
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
blow-up details
NAME OF PROJECT:
REC ALFONSO P. CINCO
0.05
fr 1" x 1" wood lumber air vent
thk mar. plywood ceiling
detail 1
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A7
1
2 2.60
3.00
6 3.00
8 2.00
2.00
APEX
4
3.00
3.20
TOB
F.F.L N.G.L
LEFT ELEVATION scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1 :
100
NAME OF PROJECT:
REC ALFONSO P. CINCO
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A6
1'
2 1.60
3
6
2.00
8
4.00
2.00
2.00
APEX
SEE TRUSS DETAIL
3.00
3.20
TOB
F.F.L N.G.L
S E C T I O N T HR U Y - Y scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1 :
NAME OF PROJECT:
REC ALFONSO P. CINCO
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A8
A
C 4.00
E 3.00
2.00
APEX
3.00
3.20
TOB
F.F.L N.G.L
SECTION TRHU X-X scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
1 :
100
m APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A9
schedule of doors and window width Length (mm) (mm) D1
1000
2100
D2
800
2100
D3
750
2100
W1
600
1200
W2
600
W3
600 600
W4 FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
no. of panels
location main
bedrooms
t&b
dining room & bedrooms
swing door, glass type swing door,flush type swing door,flush type sliding window glass type
3 3
1200
sliding window glass type
2
1000
kitchen
sliding window glass type
2
sliding window glass type
1
600
t&b
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
3
living
SEAL
PRC No.: 0095488
2
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
A10
1000
BARS SPCD. EVENLY BOTH WAYS
50 MM LEAN CONCRETE REINF. BAR ALONG Y DIRECTION
CLEAR HEIGHT (H1)
400
REINF. BAR ALONG Y DIRECTION
2H/3 lateral ties spacing (refer col. sked.)
H/6 or Col. Depth or 18" w/cever is greater verify
verify
verify
250
1000
REINF. BAR ALONG X DIRECTION
FLOOR BEAM
2H/3 lateral ties spacing (refer col sked)
VERTICAL REINF.
REINF. BAR ALONG X DIRECTION
lateral ties spacing @ 100mm o.c.
FTB
FIN. FLR LINE lateral ties spacing @ 100mm o.c.
COLUMN TIES
verify
FTB
H/6 or Col. Depth or 18" w/cever is greater
900 Min
H/6 or Col. Depth or 18" w/cever is greater
NAT. GRD. LINE
FLOOR BEAM
lateral ties spacing @ 100mm on center
verify CLEAR HEIGHT (Hn)
H/6 or Col. Depth or 18" w/cever is greater
TIES (SEE COLUMN SKED. FOR SPACING)
TIE BEAM OPTIONAL
250 BASE
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S2
L1/4+12D
L1/4+12D
L2/4+12D
L2/4+12D
BREATH TOP BARS
D24 (TYPICAL)
DEPTH
STIRRUPS
STIRRUPS 10mm
L/5 INTCOL
L/5
L1(END SPAN)
L/5 INTCOL L2 (INTERIOR SPAN)
I. GENERAL NOTES
PROVIDE TWO SETS OF STIRRUPS @ SPLICE
LAP SPLICE
H/2
SLAB
II. DESIGN CRITERIA
COLUMN CONNECTION
350
300 MAX. SPAN 2.50M
MAX. SPAN 3.50M
MIN.=30 Db
0 55
MIN.=30 Db
DEPRESSION (VERIFY)
DEPTH THREE (3) TIES @ COLUMN BEAM CONFINEMENT
E.3.1 SOIL BEARING CAPACITY = 133 KPa
THE CONSTRUCTION SHALL NOTIFY THE
1-12D TOP & BOTTOM BARS
4-12D BOTT.BARS
FOR SEISMIC REQM'T PROVIDE TIES AT LEAST
E.3.2 IN CASE THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN THE ASSUMED VALUE THE ENGINEER IN CHARGE OF
MIN.=30 Db
TYPICAL COLUMN ELEVATION
DEPTH
TYPICAL SLAB OPENING DETAIL
TYPICAL SLAB CORNER DETAIL
TYPICAL DETAIL FOR BEAM
STRUCTURAL ENGINEER FOR SOME RECOMMENDATION.
OR SLAB CHANGE SOFFIT 150MM THICK CHB WALL W/ 10D @ 600 E.W.
SLAB ON GRADE
SLAB ON GRADE
MAIN REINF BARS T
150MM THICK CHB WALL W/ 10D @ 600 E.W.
A. REINFORCED CONCRETE
DEPTH
A.1. THE QUALITY AND DESIGN OF ALL REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI - 318.95) AND MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI - 315). A.2. ALL CONCRETE SHALL BE MACHINE MIXED AND MECHANICAL VIBRATOR SHALL BE USED FOR COMPACTING CONCRETE. NGL
A.3. MINIMUM CONCRETE COVERING FOR REINFORCING STEEL SHALL BE: 38MM - BEAMS AND COLUMNS, 38MM - FORMED SURFACE BELOW GRADE. FOR 16MM DIA. BARS AND SMALLER = 50MM. FOR BARS LARGER THAN 16MM DIAMETER CONCRETE POURED AGAINST EARTH = 75MM.
PROVIDE 3 ADDT'L STIRRUPS EACH SIDE OF THE SLEEVES
SLEEVES FOR UTILITY (PIPE MIN DIAM.=50MM)
EARTH FILL
CONTINOUS MAIN REINFORCEMENTS
TYPICAL SLEEVES DETAIL THRU CONCRETE BEAM 400
WF-4 150MM THICK CHB WALL W/ 10D @ 600 E.W.
VERTICAL REINF.
150MM THICK CHB WALL W/ 10D @ 600 E.W.
COLUMN TIES REINF. BARS ALONG X REINF. BARS ALONG Y 50 MM LEAN CONCRETE
B.2. VERTICAL CELLS TO BE FILLED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 50MM X 75MM. B.3. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM OF THE REINFORCEMENTS AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETER.
3-10D
D. FOUNDATION
400
WF-3
100
100
400
100
WF-2
TYPICAL CONCRETE HOLLOW BLOCK WALL FOOTING (WHERE APPLICABLE)
NAME OF PROJECT:
REC ALFONSO P. CINCO
D PROVIDE SHEAR RODS WHERE JOINT IS @ POINT OF STRESS
BEAM
TYPICAL FOOTING DETAIL
TYPICAL SLAB AND BEAMS CONSTRUCTION JOINT DETAIL
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488 Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Place: Maasin City, So. Leyte
Date: 01-03-2011
MIN.=30Db
50
MAIN REINFORCEMENTS TO & BOTTOM CONT.BARS
ALL FOOTINGS SHALL REST ON NATURAL GROUND. E. DISCREPANCY ALL DISCREPANCY BETWEEN THE DESIGNERURAL AND STRUCTURAL PLANS SHALL BE REPORTED TO THE DESIGNER BEFORE PROCEEDING WITH THE PORTION OF THE WORK INVOLVED.
D
X DIRECTION
Y DIRECTION
100
100
100
100 150
50
DEPRESSED SLAB
C. REINFORCING STEEL C.1. REINFORCEMENTS SHALL BE DEFORMED BRAS CONFORMING TO ASTM A-615 (DEFORMATION).
100
10D
B.4. PROVIDE 10 DIAM. DOWELS X 900MM LONG @ 600MM ON CENTERS.
10D
3-10D
SLAB MIN.=30Db
T
MIN. D=1.2M
NGL
t
WF-1
B.1. CELLS CONTAINING REINFORCEMENTS SHALL BE SOLIDLY FILLED WITH GROUTS NOT TO EXCEED 1.2 METERS AND POURING SHALL BE STOPPED 38MM BELOW AT TOP OF A COURSE TO FORM A KEY AT POURED JOINTS.
t-38
400 B. CONCRETE MASONRY UNITS
Db x1000 @300 O.C. 19
A.5. NO CONCRETING SHALL BE ALLOWED UNLESS ALL BAR PLACEMENTS HAVE BEEN INSPECTED BY THE STRUCTURAL ENGINEER.
19
200
200
BREATH
A.4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE WELL SECURED IN POSITION BEFORE PLACING THE CONCRETE.
SEAL
MAX. SPAN 4.0M
OPEN
E.3 FOUNDATION
FROM THE OFFICE OF:
10D STIRRUPS 1@150, 3@100, REST @ 300
12D, 1.0 METER LONG @ MID-DEPTH OF SLAB @ EACH OPENING CORNER OMIT BARS WHERE OPENING IS FRAMED BY BEAM
4-12D, 2.0M LONG TOP BAR BEND DOWN INTO EDGE BEAM 0 55
III. CONSTRUCTION NOTES
NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
150
10D STIRRUPS 1@150, 3@100, REST @ 300
ABOVE DOOR / WINDOW OPENINGS ON CHB WALL (EXTEND 300MM FROM EDGES OF MASONRY OPENINGS)
TYPICAL DETAIL OF COLUMN LAP SPLICE & EXT. BEAM TO
RECOMMENDED HOOPS S=0.25d <100MM COLUMN MAIN REINF. BAR SPLICE SHALL BE LIMITED @ MIDHEIGHT, H/2
E.2.3 STRUCTURAL STEEL, USE ASTM A36
C.2. MINIMUM LAP SPLICES UNLESS OTHERWISE INDICATED SHALL: C.2.1 FOR CONCRETE = 30 BAR DIAMETER BUT NOT LESS THAN 300 MM. C.2.2 FOR UNIT MASONRY = 40 BAR DIAMETER.
150 10D STIRRUPS 1@150, 3@200, REST @ 300
MAX. SPAN 1.20M
30Db
2-16D
150
0
D. SEISMIC LOAD V = ZIC W/Rw where: V= BASE SHEAR Z = 0.40 C = 1.25S/(T^(2/3))<2.75 I = 1.0 W= DEAD LOAD
COLUMN REINF. BARS SHALL BE SPLICE AT TWO LEVELS WITH NUMBER OF BARS PER LEVEL @ LEAST 50% OF NO. OF MAIN VERT.BARS
E.2.1 INTERMEDIATE BARS (deformed) fy = 276 MPa (10MM, 12MM, 16MM, 20MM) E.2.2 HARD GRADE BARS fy = 414 MPa (25MM)
C. WIND LOADS 2 p = 0.00256V Ch V = WIND VELOCITY Ch = HEIGHT CORRECTION FACTOR
150 10D STIRRUPS 1@150, REST @ 300
2-16D
2-12D
55
= 0.24 kPa = 0.75 kPa = 0.40 kPa
E. DESIGN STRESSES E.1 REINFORCED CONCRETE, fc' = E.1.1 BEAMS, COLUMNS, SUSPENDED SLABS fc' = 21 MPa E.1.2 SLAB ON FILL fc' = 17.5 MPa E.1.3 FOOTINGS fc' = 21 MPa E.2 REINFORCING STEEL
H/4
= 2.40 kPa = 4.80 kPa
1-12D
30Db>16D & larger bars 40Db>12D & smaller bars
7. USE STRUCTURAL EPOXY FOR ALL CONSTRUCTION JOINTS AT WATER TANK, TOILET SLABS AND ROOF DECK
= 1.00 KPa = 0.75 KPa
DEPTH L/5
150
H/4
MAIN VERTICAL COLUMN REINF.
2-16D
2-12D
BREATH
L/4
4. IT SHALL BE THE CONSTRUCTOR RESPONSIBILITY TO PROVIDE ADEQUATE BRACING OF THE STRUCTURES FOR ALL LOADS THAT MAY BE IMPOSED DURING CONSTRUCTION. 5. IN THE INTERPRETATION OF THIS DRAWINGS, INDICATED DIMENSION SHALL GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 6. ALL CONCRETE WORKS SHALL BE DONE IN ACCORDANCE WITH THE LATEST ACI SPECIFICATIONS, IN SO FAR AS THEY DO NOT CONFLICT WITH LOCAL BUILDING CODE AND THIS NOTES.
A.1 ROOF LIVE LOADS ROOF DUE TO PONDING A.2 FLOOR LIVE LOADS OFFICE LOBBY B. DEAD LOADS B.1 FLOOR MORTAR FINISH B.2 PARTITION B.3 CEILING AND UTILITIES
EXTRA BOTT. BARS @ MID SPAN
EXTRA TOP BARS @ END SUPPORT
200
1. CONSTRUCTION NOTES AND TYPICAL DETAIL APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS. 2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAM OF ALL STRUCTURAL STEEL, MISCELLANEOUS IRON, PRETRESS, PRECAST WORKS, ETC. SHALL BE SUBMITTED FOR STRUCTURAL ENGINEERS APPROVAL. 3. CONSTRUCTOR SHALL VERIFY ALL DIMENSION BEFORE ANY WORK BEGUN, CHECK MECHANICAL & ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SLEEVES ETC. TO BE EMBEDDED IN CONCRETE.
A. LIVE LOADS
BOTTOM BARS
L3 (CANTILEVER SPAN)
Y<250
L/7 EXTCOL
WEB BARS
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S3
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S4
SCHEDULE OF BEAMS BEAM NAME
RB-1
SECTION
REINFORCEMENT SPAN
width
STIRRUPS
depth
250
@ Exterior Support
250
vary
@ Mid Span
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
2-d12
DIMENSION FOOTING MARK
W
L
@ Interior Support
d10 BARS U-STIRRUPS SPCD 2@75mm; 3@100mm; rest @ 200mm
REINFORCEMENT T ALONG X
ALONG Y
MILLIMETERS F-1
1000
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
1000
400
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S5
5.00 SPANISH GUTTER
3.80
H 1.00 T3
H
3 T-
T3
H V
H
T2
1.60
2.00
1 TH
1
H 1
4
T-
6.40
H T- 6
1
H
T-
T-
H
H
SPANISH GUTTER
V T-1
10.00
4
T-
SPANISH GUTTER
T-
12.60
H
10.20
H
T2
2 T-
2.00
6.60
5
T5
5
T-
T-
H
H
H
BEAM PLAN scale 1 : 100
m
SPANISH GUTTER
9.00
ROOF FRAMING scale FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO Date Reg. :01-17-2003
PTR No. 3156730
Date: 01-03-2011
PLAN
100
m
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER PRC No.: 0095488
1 :
OWNER T I N No.: 930-581-907 Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S6
2.00
2.00
6.67
0.50
1.00
1.00
1.00
1.00
1.00
0.50 1.00
V T-1
1.00
1.00
1.00
1.00
0.36
H T-1
8
5.24 1.00
1.00
1.56
2.00
4.9
1.11
3.70
0.54
H T-3 1.00
H T-4
1.00
1.00
0.50
1.00
1.00
1.00
0.95
H T-2
ROOF PLAN
1 :
100
scale 1 : 100 m
m 0.71
2.22
0.67
TRUSS DIAGRAM scale
1.11
1.56
1.48
0.58 0.54
H T-5
0.71
V T-2
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488
Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Date: 01-03-2011
Place: Maasin City, So. Leyte
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S7
A
B
D
3.00
E
2.00
2.00
1
1 C1 F 1
2.60
100mm thick on well tampered gravel based
C1 F1
1'
2.60
C1 F1
C1 F1 90mm THK ON WELL tampered gravel based
C1 F 1
2
2
C1 F 1
1.00
10.60
100mm thick on well tampered C1 F1 gravel based
4
2.00
90mm thick on well tampered gravel based
3 10.60
3.00
100mm thick on well tampered gravel based C1 F1
4
2.00
C1 F1
3.00
90mm thick on well tampered gravel based
C1 F1
5
C1 F1 C1 F1
6 2.00
3.00
100mm thick on well tampered gravel based
100mm thick on well tampered gravel based
C1 F1
C1 F 1
8
8 4.00
F O U N D A T I O N PLAN scale
1 :
100
m
7.00
A FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
REC ALFONSO P. CINCO
C
E APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO
CIVIL ENGINEER
OWNER
PRC No.: 0095488 Date Reg. :01-17-2003
T I N No.: 930-581-907
PTR No. 3156730
Place: Maasin City, So. Leyte
Date: 01-03-2011
3.00
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
S1
to water source
ST CO
CO
fd CO
CO
CO
fd
fd
CO CO
WATER LINE LAYOUT scale
1 :
100
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SANITARY LAYOUT
m SEAL
scale NAME OF PROJECT:
1 :
100
m
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO MASTER PLUMBER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
P1
PLUMBING SPECIFICATIONS 1. ALL PIPES PASSING THROUGH OR UNDER DRIVEWAYS SHALL BE PROPERLY PROTECTED AGAINST BREAKAGE WITH REINFORCED CONCRETE. 2. ALL HORIZONTAL PIPINGS SHALL RUN IN A PRACTICAL ALIGNMENT AND AT UNIFORM GRADE NOT LESS THAN ONE PERCENT (1%) AND SHALL BE ANCHORED OR SUPPORTED AT AN INTERVAL NOT TO EXCEED 1.50 METERS. 3. ALL WALLS WITH PLUMBING ROUGH-IN SHALL BE 150 mm THICK CHB. 4. WORKMANSHIP SHALL BE OF CHARACTERISTICS AS TO FULLY SECURE THE RESULT SOUGHT IN ALL THE PROVISIONS OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES. 5. INSTALL ALL PIPING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 6. UPON COMPLETION OF THE WATER SYSTEM, FLUSH OUT LINES TO CLEAR SYSTEM OF PARTICLES, DIRT AND CLEAN ALL VALVES. 7. ALL PLUMBING INSTALLATIONS SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A DULY LICENSED MASTER PLUMBER.
4"0 x 45 ELBOW
4"0 x 4"0 WYE
4"0 x 4"0 WYE
HORIZONTAL TO VERTICAL
CERTIFICATION:
4"0 x 45 ELBOW
MAIN VENT STACK
THIS IS TO CERTIFY THAT THERE IS NO EXISTING ARTESIAN WELL WITHIN A RADIUS OF 25.00 M FROM THE PROPOSED SEPTIC TANK.
0.10
MASTER PLUMBER
0.70
0.10
0.10
0.50
FIN. FLOOR LINE
0.70
R.C. FLOOR SLAB
0.50
CONCRETE GROUT
0.10
4" THK. FLOOR DRAIN
PLAN
4"0 x 45 ELBOW
0.70
CONCRETE COVER 4"0 x 4"0 WYE
FLOOR DRAIN DETAIL
PLUMBING JOINTS
0.10
0.70
VERTICAL TO HORIZONTAL
4" THK. CHB
ELEVATION/SECTION
CATCH BASIN DETAIL FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO MASTER PLUMBER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
P2
0.70 0.10
0.10
0.10 2..50
0.70
0.10
1.5
note:
@ 0.10 m.o.c bothways
0.50 x 0.50 manhole
0.10
2.50
0.50 x 0.50 manhole
0.10
co
PLAN
co
0.70
0.10
co
CONCRETE COVER
manhole
manhole
co
co
0.30 m airspace
inlet
0.70
plan
50 mm CONC. BAFFLE
outlet 0.10
2.00
4" THK. CHB
digestive chamber
leaching chamber
ELEVATION/SECTION
4" thk CHB
0.20
GREASE TRAP DETAIL section
septic tank detail
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO MASTER PLUMBER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
P3
S 3 S1
C6 C4
S2
C8
C3 S2
S2
C2
C5
S2 S1
C7
C1
LIGHTING scale
1 :
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
LAYOUT 100
m
SEAL
NAME OF PROJECT:
P O W E R LAYOUT scale
1 :
100
m
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO ELECTRICAL ENGINEER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
E1
C5 C6 C7
SINGLE LINE DIAGRAM ELECTRICAL SPECIFICATIONS
C8 Spare
220v 60Hz
1. ALL ELECTRICAL WORKS AND INSTALLATION THERE IN SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST APPROVED EDITION OF THE PHILIPPINE ELECTRICAL CODE WITH THE RULES AND REGULATIONS OF THE NATIONAL AND LOCAL AUTHORITIES CONCERNED IN THE ENFORCEMENT OF ELECTRICAL LAWS AND ORDINANCES AND WITH THE POLICIES OF THE LOCAL UTILITY COMPANY CONCERNED.
Spare
2-14.00 mm THHN or equivalent
M
2. NO WIRE SMALLER THAN No. 3.5 mm2 AWG TWGSHALL BE USED.
50AT
3. ALL MATERIALS USED SHALL BE NEW AND OF APPROVED TYPE FOR BOTH LOCATION AND PURPOSES INTENDED.
15AT
15AT
4. ALL OUTDOOR INSTALLATION SHALL BE OF WEATHER PROOF TYPE. 5. ALL ELECTRICAL WOKS AND INSTALLATION HERE IN SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER OR MASTER ELECTRICIAN.
3.5 mm
C2
3.5 mm
15AT
15AT 3.5 mm
C4
3.5 mm
5.5 mm
C6
It =[ It =[ ] It =24.14A
]
7552W + (0.25)(746) 220V
5.5 mm
5.5 mm
C8 x 0.80
5.5 mm
C7
15AT
20AT 5.5 mm
Spare
C5
20AT
20AT
total connected load plus 25% of the larges motor x demand factor 220V
C3
20AT
20AT SAMPLE COMPUTATION
C1
3.5 mm
Spare
NOTE: Assume 80% demand Factor Therefore: use 50AT main circuit protection use 14.00 mm THHN wire or equivalent for mainline
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO ELECTRICAL ENGINEER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
E2
SCHEDULE OF LOADS SWITCHES
Load Description CIRCUIT
POWER
Voltage
Current
S1 S2 S3 SW
Conductor Size
Conduit Size
C1
Lighting Outlet
1 1
500 W 220V 2.27A
15 AT,2P
3.5mm2
13mm
C2
Lighting Outlet
2
800 W 220V 3.64A
15 AT,2P
3.5mm2
13mm
C3
Lighting Outlet
2 1
600 W 220V 2.73A
15 AT,2P
3.5mm2
13mm
C4
Lighting Outlet
400 W 220V 1.82A
15 AT,2P
3.5mm2
13mm
C5
convenience Outlet
3200W 220V 14.54A
20 AT,2P
5.5mm2
20mm
C6
Refrigerator Outlet
560 W 220V 2.54 A
20 AT,2P
5.5mm2
20mm
C7
ACU
746 W 220V 3.39 A
20 AT,2P
5.5mm2
20mm
C8
ACU
746 W 220V 3.39 A
20 AT,2P
5.5mm2
20mm
1
Spare
220V
15 AT,2P
Spare
220V
20 AT,2P
FROM THE OFFICE OF: NO PORTION OF THIS SET OF PLAN SHOULD BE COPIED EITHER MANUALY OR ELECTRONICALLY WITHOUT THE WRITTEN CONSENT OF THIS OFFICE.
Circuit Protection
SEAL
NAME OF PROJECT:
APPROVED AS PER PLAN:
SHEET CONTENTS:
MR. ELMER MOSQUITO ELECTRICAL ENGINEER PRC No.:
Date Reg. :
T I N No.:
PTR No.
Date:
Place:
OWNER
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
LOCATION: BRGY. BUENAVISTA, BONTOC, SOUTHERN LEYTE
SHEET NUMBER
E3
