Front Elevation Right Side Elevation Left Side Elevation
Front Elevation Right Side Elevation Left Side Elevation
Front Elevation Right Side Elevation Left Side Elevation
PREPAINTED,
LONGSPAN, G.I. ROOFING
3 200
FLOOR LINE
VARIES
GRND. LINE
4 W
SHE / PWD HE / PWD 4
W D
1 2
D D
3 3
W
3
3 000
1 600
DRYWALL
PARTITION W
2 800 800
2 500
OFFICE
6 000
SPACE 800
ASSEMBLY AREA 900 6 EQ. PARTS = 3 000 2 EQ. PARTS = 1 000 2 EQ. PARTS = 800 2 EQ. PARTS = 800
D
350
2
3 000
2 000
600
W
2
1 000
1 200
1 200
D
W 1
1
2 100
2 100
2 100
2 000
PORCH
1 500
1 100
RAMP
900
900
UP STEEL CASEMENT WINDOW W/ 3.0 mm THK.
BRONZE GLASS & 12 mm SQ. BAR GRILLES STEEL CASEMENT WINDOW W/ 3.0 mm THK.
BRONZE GLASS & 12 mm SQ. BAR GRILLES
STAIRS UP
5 000 5 000
D D D W W W W
1 2 3 1 2 3 4
FLOOR PLAN SWING WINDOW W/ 1/4" THK. BRONZE GLASS
ON ANALOK FINISHED ALUM. FRAMES
SOLID PANEL DOOR W/
2" x 6" DOOR JAMBS
SOLID PANEL DOOR W/
2" x 6" DOOR JAMBS
SCALE 1:100 M
PROJECT TITLE AND LOCATION SHEET CONTENTS PREPARED CHECKED SUBMITTED RECOMMENDED APPROVED SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS JJJJJJJ
REGION VII
CONSTRUCTION OF
EEEE
FOUNDATION PLAN
MULTI-PURPOSE CENTER 2ND FLOOR FRAMING PLAN
TYPICAL BEAM DETAIL
(SENIOR CITIZENS' OFFICE) R.C. SLAB DETAIL
BEN ALDEN R. SERNA
BOHOL FIRST DISTRICT ENGINEERING OFFICE WILFREDO C. FLORES, JR. LEONCIA R. BAGOL LUCIO L. BAGOL FRANCIS ANTONIO L. FLORES
PUNTA CRUZ, MARIBOJOC ARCHITECT II ENGINEER II OIC - CHIEF, PLANNING & DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER
NEW CAPITOL SITE, TAGBILARAN CITY
S
6.0 mm THK. FIBER CEM. BD.
6.0 mm THK. FIBER CEM. BD. ON LIGHT METAL FRAMES
ON LIGHT METAL FRAMES
CONCRETE MOULDING
500
200
200
1 -12 mm Ø BAR
100
400
ENTRANCE DETAIL
200
12 mm Ø x 75 mm
STAINLESS BOLT
50 mm Ø STAINLESS
PIPE GRAB RAIL
900
PORCH FLOOR LINE ANCHOR BOLT
CEILING VENT
700
250
1
12
MOVABLE GRAB
400 400
SCALE 1:15 M
1 500 5 100
1 300
50 mm Ø STAINLESS TUBE
(FIXED GRAB RAIL)
400
X
2 600
160
1 300
400
400
825
650
400 x 400 (mm)
800
CERAMIC TILES
400 400 4 050 400
1 500
100
1 500 3 000 2 000 FIXED GRAB RAIL
A
700
125 800
GROOVES
PLAN
RAMP AND STAIRS DETAIL 10 mm DROP
TOILET DETAILS
SCALE 1:40 M
PROJECT TITLE AND LOCATION SHEET CONTENTS PREPARED CHECKED SUBMITTED RECOMMENDED APPROVED SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS JJJJJJJ
REGION VII
CONSTRUCTION OF
EEEE
FOUNDATION PLAN
MULTI-PURPOSE CENTER 2ND FLOOR FRAMING PLAN
TYPICAL BEAM DETAIL
(SENIOR CITIZENS' OFFICE) R.C. SLAB DETAIL
BEN ALDEN R. SERNA
BOHOL FIRST DISTRICT ENGINEERING OFFICE WILFREDO C. FLORES, JR. LEONCIA R. BAGOL LUCIO L. BAGOL FRANCIS ANTONIO L. FLORES
PUNTA CRUZ, MARIBOJOC ARCHITECT II ENGINEER II OIC - CHIEF, PLANNING & DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER
NEW CAPITOL SITE, TAGBILARAN CITY
10 mm Ø LONGITUDINAL
BARS,SPCD. AS SHOWN
150 mm THK. CHB ON ALL EXTERIOR WALL W/ 150 mm THK. CHB ON ALL EXTERIOR WALL W/ 12 mm Ø HOR BAR @ 10 mm Ø HOR BAR @
12 mm Ø BARS @ 600 mm O.C., BW 12 mm Ø BARS @ 600 mm O.C., BW EVERY 3RD LAYER OF CHB EVERY 3RD LAYER OF CHB
PORCH FLOOR LINE
350 350
6" THK CHB 4" THK CHB
CONC. FLOOR SLAB CONC. FLOOR SLAB
3 -20 mmØ CONT. TOP BAR 2 -20 mmØ CONT. TOP BAR
175
12 mm Ø VERT BAR @ 10 mm Ø VERT BAR @
600mm oc 600mm oc
175
NAT.GRND.LINE NAT.GRND.LINE
300
300
3 - 12 mm Ø CONTINUOUS BARS W/ 3 - 10 mm Ø CONTINUOUS BARS W/ FIN. GRADE LINE
10 mm Ø TIES @300mm OC 10 mm Ø TIES @300mm OC
400
400
200
200
10mmØ STIRRUPS; 1 @ 50, 2 @ 10mmØ STIRRUPS; 1 @ 50, 2 @
400
100, REST @ 200 mm O.C. 3 -20 mmØ CONT. BOTTOM BAR 100, REST @ 200 mm O.C. 2 -20 mmØ CONT. BOTTOM BAR 10 mm Ø TRANSVERSE BARS,
200 200
200
SPCD. @ 300 mm O.C.
400 400
400
W/ 10 mm Ø TIES SPCD. @ 300 mm O.C.
SCALE 1:20 M
1 000
800
10 000
275 100 150 275
350
5 000 1 500 1 750 1 750
400
275 150 100 275
F2/C2 F2/C2
1 000
300
10 mm Ø TEMP. BARS SPCD. WF-1
150
@ 400 mm O.C., BOTHWAYS
800
250
350
1 800
2 - 10 mm Ø LONGITUDINAL BARS W/
200
WF-1
WF-1
BARS EACHWAY
LATERAL TIES
10MMØ: 3 SETS
F1/C1 F1/C1 1-50MM, 10-100MM, 3 - 16 mm Ø VERTICAL BARS
6 000
RCTB-2
3 000
1 000
WF-1
WF-1
2 000
WF-3
600
WF-1
300
WF-3
250
F1/C1 F1/C1
GRAVEL BEDDING GRAVEL BEDDING
WF-3
WF-3
5 000 5 000
WF-3
WF-3
SCALE 1:100 M SCALE 1:30 M SCALE 1:30 M
WF-3
PLAN
RAMP AND STAIRS DETAIL
SCALE 1:50 M
PROJECT TITLE AND LOCATION SHEET CONTENTS PREPARED CHECKED SUBMITTED RECOMMENDED APPROVED SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS JJJJJJJ
REGION VII
CONSTRUCTION OF
EEEE
FOUNDATION PLAN
MULTI-PURPOSE CENTER 2ND FLOOR FRAMING PLAN
TYPICAL BEAM DETAIL
(SENIOR CITIZENS' OFFICE) R.C. SLAB DETAIL
BEN ALDEN R. SERNA FRANCIS ANTONIO L. FLORES
BOHOL FIRST DISTRICT ENGINEERING OFFICE WILFREDO C. FLORES, JR. LEONCIA R. BAGOL LUCIO L. BAGOL
PUNTA CRUZ, MARIBOJOC ARCHITECT II ENGINEER II OIC - CHIEF, PLANNING & DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER
NEW CAPITOL SITE, TAGBILARAN CITY
10 mm THK. x 200 X 300 mm FULL WELD
BASE PLATE FROM TRUSS / BEAM
TRUSS MEMBER SIZES:
TOP CHORD : 2 - 5.0 mm THK. x 50 mm x 50 mm ANGLE BAR BOTTOM CHORD
BOTTOM CHORD : 2 - 5.0 mm THK. x 50 mm x 50 mm ANGLE BAR
WEB MEMBERS : 2 - 5.0 mm THK. x 38 mm x 38 mm ANGLE BAR
300
3.0 mm THK. x 25 x 25 mm
ANGLE BARS
R.C. COLUMN
300
4 - 16 mm Ø x 250
mm BOLTS
HT-6
HT-3 HT-4 HT-7
HT-5
FASCIA FRAME DETAIL
SCALE 1:15 M
TRUSS-3 TRUSS-4
HT-2 1 - 5.0 mm THK. x 50 mm x 50 mm
ANGLE BAR
10 mm Ø x 25 mm BOLT W/ NUT
(WELDED TO SAGROD)
FROM TRUSS
TOP CHORD
SCALE 1:30 M
10 000
TRUSS BRACE RB - 2
800
RB - 2
RB - 2
1 800
HT-7
1 800
RB - 1 RB - 1 L
H
1 200
1 200
HT-4
T-
200
6
HT-4
2-16 mm Ø
H
3 000
3 000
300
T-
RB - 2
RB -2
6
3 500
2-16 mm Ø
SAGROD
3 000
SAGROD
10 mm Ø STIRRUPS, SPCD. @ 4 @ 50,
2 000
HT-1 HT-1
TRUSS-1
TRUSS-1
RB - 2
RB - 2
3 000
3 000
2 000
RB-2
3 000
3 000
RB - 1 RB - 1
HT-4
RB - 2
RB - 2
2 000
TRUSS-4 L
HT-4
200 200
L/4 L/4
2 000
2 000
SAGROD SAGROD RB - 1
3-16 mm Ø 2-16 mm Ø
300
300
2.0 mm THK. x 50 x 100 mm CEE TRUSS-3 2-16 mm Ø 3-16 mm Ø
1 200
5 000 5 000
PURLINS SPCD. @ 600 mm O.C. 10 mm Ø STIRRUPS, SPCD. @ 4 @ 50, NEAR SUPPORT AT MIDSPAN
6 @ 100, REST @ 150 mm O.C.
L/5 L/5
SECTIONS
1 200 3 500 3 000 3 500 1 200
PROJECT TITLE AND LOCATION SHEET CONTENTS PREPARED CHECKED SUBMITTED RECOMMENDED APPROVED SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS JJJJJJJ
REGION VII
CONSTRUCTION OF
EEEE
FOUNDATION PLAN
MULTI-PURPOSE CENTER 2ND FLOOR FRAMING PLAN
TYPICAL BEAM DETAIL
(SENIOR CITIZENS' OFFICE) R.C. SLAB DETAIL
BEN ALDEN R. SERNA FRANCIS ANTONIO L. FLORES
BOHOL FIRST DISTRICT ENGINEERING OFFICE WILFREDO C. FLORES, JR. LEONCIA R. BAGOL LUCIO L. BAGOL
PUNTA CRUZ, MARIBOJOC ARCHITECT II ENGINEER II OIC - CHIEF, PLANNING & DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER
NEW CAPITOL SITE, TAGBILARAN CITY
ELECTRICAL SYMBOLS :
L.O. 15 AT 2P 20 AT 2P
1 3 SPARE CIRCUIT LINE ( 2 - No. 12 THW WIRE IN 1/2'' CONDUIT )
1 800
1 1
6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED
S S TYPE FOR THE PARTICULAR LOCATION AND PURPOSE OF USAGE.
1 500
1 500
1 7. EQUIPMENT GROUNDING SYSTEM SHALL BE PROVIDED TO THE
1
C F S3 ELECTRICAL SYSTEM AS PER PHILIPPINE ELECTRICAL CODE
3 500
1 1 3 500 REQUIREMENT.
3 000
B E 1 a. LIGHT SWITCH - 1.20 m ABOVE FINISH FLOOR
1
7 000
7 000
3 500
2 500
1 1
S3ABC S3DEF S3
2 000
2 000
1
C1
PROJECT TITLE AND LOCATION SHEET CONTENTS PREPARED CHECKED SUBMITTED RECOMMENDED APPROVED SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS JJJJJJJ
REGION VII
CONSTRUCTION OF
EEEE
FOUNDATION PLAN
MULTI-PURPOSE CENTER 2ND FLOOR FRAMING PLAN
TYPICAL BEAM DETAIL
(SENIOR CITIZENS' OFFICE) R.C. SLAB DETAIL
BEN ALDEN R. SERNA
BOHOL FIRST DISTRICT ENGINEERING OFFICE WILFREDO C. FLORES, JR. LEONCIA R. BAGOL LUCIO L. BAGOL FRANCIS ANTONIO L. FLORES
PUNTA CRUZ, MARIBOJOC ARCHITECT II ENGINEER II OIC - CHIEF, PLANNING & DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER
NEW CAPITOL SITE, TAGBILARAN CITY
2 000 1 000 1 000
12 mm Ø REBARS @
200 mm O.C.,BW
GENERAL NOTES:
C.O. C.O. C.O. C.O. 1. GRADES OF HORIZONTAL PIPINGS 4. PIPE CLEAN-OUTS
100
RUN ALL HORIZONTAL PIPINGS IN PERFECT ALIGNMENT AND CLEAN-OUTS ARE REQUIRED UNDER THE FOLLOWING
AT A FORM GRADE NOT LESS THAN TWO PERCENT (2%). CONDITIONS:
300 mm AIRSPACE
400 mm AIRSPACE a. EVERY CHANGE OF HORIZONTAL DIRECTION EXCEEDING
LEVEL OF SCUM 500 mm AIRSPACE 2. CHANGE IN DIRECTION
IN TWENTY TWO AND A HALF DEGREES (22 1/2°).
ALL CHANGE IN DIRECTION SHALL BE MADE APPROPRIATE b. ONE AND ONE-HALF METERS (1.50m) INSIDE THE PROPERTY
USE OF FORTY-FICE DEGREES (45°) WYES, LONG SWEEP LINES BEFORE THE HOUSE DRAINAGE CONNECTION.
OUT QUARTER BEND, SIXTH EIGHT OR SIXTEENTH BEND. WHEN c. EVERY FIFTEEN METERS (15.00m) IN HORIZONTAL RUN OF
THE CHANGE OF FLOW IS FROM HORIZONTAL TO VERTICAL PIPES.
1 750
A SINGLE 1/8 BEND COMBINATION MAYBE USED ON WASTE d. AT THE END OF ANY HORIZONTAL PIPE LINES.
1 800
CHB WITH PLASTER FIN ON TREATMENT PURIFYING LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES.
INTERIOR FACE
CHAMBER C.O.
CHAMBER C.O. C.O. C.O. OUT 5. THE DIGESTION CHAMBER OF SEPTIC VAULT MUST BE
200 mm THK. CHARCOAL IN 3. PROHIBITED FITTINGS
DIGESTIVE CHAMBER FILTER
WATERPROOFED.
NO DOUBLE HUB OR TEE BRANCH SHALL BE USED ON
300 mm THK. GRAVEL HORIZONTAL SOIL AND WASTE LINES, THE DRILLINGS 6. NOT LESS THAN 0.30 METER OF AIR SPACE MUST BE LEFT
100 mm THK CHB W/ 10 mm Ø FILTER AND TAPPING OF HOUSE DRAIN, WASTE OR VENT PIPES BETWEEN THE TOP OF THE SEWAGE AND THE UNDER PART
BARS @ 600 mm O.C.,BW C.O. AND USE OF SADDLE HUB AND BEND ARE PROHIBITED. OF VAULT ROOF SLAB.
300 mm THK. SAND FILTER
150
150
7. NO SEPTIC VAULT SHALL BE CONSTRUCTED UNDER THE
BUILDING.
600 x 600 (mm)MANHOLE COVER
250
10 mm Ø BARS @
0.60 m O.C.,BW IN
50 mm Ø VTR
100 mm Ø C.O.
50 mm Ø VTR
LAV
100 mm Ø C.O. WC
PLUMBING LEGEND: F FD
LAV LAV
LAV
WC - WATER CLOSET WC
50 mm Ø VTR
FD
ST
WC USE 1 2" PVC PIPE FOR UR
FD - FLOOR DRAIN ALL WATERLINES
F
UR LAV - LAVATORY
KS - KITCHEN SINK KS
F - FAUCET
ST
SH - SHOWER HEAD 50 mm Ø C.O.
GV
KS SV - SHOWER VALVE
GV - GATE VALVE
50 mm Ø C.O.
ST - SEPTIC TANK
SANITARY LINES
PLUMBING LAYOUT (PLAN) WATERLINES
SCALE 1:50 M
PROJECT TITLE AND LOCATION SHEET CONTENTS PREPARED CHECKED SUBMITTED RECOMMENDED APPROVED SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS JJJJJJJ
REGION VII
CONSTRUCTION OF
EEEE
FOUNDATION PLAN
MULTI-PURPOSE CENTER 2ND FLOOR FRAMING PLAN
TYPICAL BEAM DETAIL
(SENIOR CITIZENS' OFFICE) R.C. SLAB DETAIL
BEN ALDEN R. SERNA
BOHOL FIRST DISTRICT ENGINEERING OFFICE WILFREDO C. FLORES, JR. LEONCIA R. BAGOL LUCIO L. BAGOL FRANCIS ANTONIO L. FLORES
PUNTA CRUZ, MARIBOJOC ARCHITECT II ENGINEER II OIC - CHIEF, PLANNING & DESIGN SECTION ASST. DISTRICT ENGINEER DISTRICT ENGINEER
NEW CAPITOL SITE, TAGBILARAN CITY