REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

S-103REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

S-102

SCHEDULE OF FOOTING

S C H E D U L E O F C O L U M N S

4-16mm Ø VERT BARS 2 -SET 10mmØ TIES 1 @ 50, 6 @150mm, REST @ 200mm O.C. UP TO MID HEIGHT

FOUNDATION

TO

ROOF BEAM

SECTION PLAN

AT INTERIOR CHB WALLSAT EDGE / PERIMETER CHB WALLWF-1 WF-2

MIDSPAN

TOP

LEFT SUPPORT

SCHEDULE OF BEAMS

B

CONTINUES BARS

h TOP BOTTOM

MARK

b

DIMENSIN (mm)

10mmØ. 1 50.

5 @ 150, REST

@ 200mm 0.C.

UP TO MIDSPAN

-

BOTTOM

RIGHT SUPPORTMIDSPAN

TOPBOTTOM EXTRA-BOT. BARS

STEEL REINFORCING BARS

STIRRUPS

(mm)

MID BARS

LEFT

SUPPORT

RIGHT

SUPPORT

2-16mmØ2-16mmØ500

2-16mmØ200

3-16mmØ 3-16mmØ 2-16mmØ

2-16mmØ

STANDARD BEAM DETAILSNOT TO SCALE

TYPICAL REINFORCED CONCRETE BEAM ELEVATION

SCHEDULE OF SLAB REINFORCEMENT

DRAWN: JBS 08/07/13

FOUNDATION PLAN

SCHEDULE OF FOOTING

SCHEDULE OF COLUMN

SCHEDULE OF BEAMS/GIRDER

SCHEDULE OF SLAB REINFORCEMENT

SCALE: 1:100 MTS.

FOUNDATION PLAN

S-21

SCALE: NTS

WALL FOOTING DETAILS

S-23

SCALE: 1:100 MTS.

COLUMN FOOTING DETAILS

S-24

REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

S-101

CONSTRUCTION NOTES

E. BEAMS AND GIRDERS

D. COLUMNS

REINFORCING STEEL

CONSTRUCTION NOTES

JUAN DE LA CRUZ

WF

-2

WF-2

100mm THK SLAB2" THK GRAVEL BED10mm Ø REBAR @ 0.40m BOTHWAYS O.C.RESTING ON WELL COMPACTED FILL

WF

-1

WF

-2

WF-1

WF-1

WF-1

C

C

C

C

150

CC

C

C

B

B

B

B

SCALE: 1:100 MTS.

ROOF FRAMING PLAN

S-22

CF CF

CF

CF

S

NOTE :

SHALL BE FULLY WELDED.

ALL TRUSS MEMBER CONNECTIONS

TRUSS

2" x 4" C - PURLINS @ 0.70 M. O.C.

10 MM. DIA. SAG ROD

50 X 50 X 4.0 MM. ANGLE BAR

45 DEG. FILLET WELD

SCALE: NTS

PURLIN CONNECTION DETAIL

GROUT

S-54

300 X 350 X 20 MM. BASE PLATE

45 DEG. FILLET WELD

25 MM. DIA. ANCHOR BOLTS W/ NUT

LENGTH = 300 MM. W/ 50 MM. HOOK

SCALE: NTS

TRUSS SUPPORT CONNECTION DETAIL

S-54

2 - 3/16" x 2½" x 2½" ANGLE BARS

2 - 3/16" x 2½" x 2½" ANGLE BARS

NOTE :USE 2mm Thk. x 2"x 4" C-RAFTERRF-1 =MARKDESIGNATION

WM

BCBOTTOM CHORD

WEB MEMBERS

TCTOP CHORD

DESCRIPTIONT R U S S S C H E D U L E

1 - 3/16" x 2½" x 2½" ANGLE BARS

USE 2-2mm Thk. x 2"x 4" C-RAFTER

NOTE :

USE 6mm THK. GUSSET PLATERF-2 =

USE 16mm THK. BASEPLATE

SHALL BE FULLY WELDED.

ALL TRUSS MEMBER CONNECTIONS

7.62

8.72

2.30 4.06 2.30

JUAN DE LA CRUZ JUAN DE LA CRUZ

DRAWN: JBS 08/07/13

DRAWN: JBS 08/07/13

ROOF FRAMING PLAN

CONNECTION DETAILS

REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

P-101

GENERAL NOTES:

1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE

EXECUTED ACCORDING TO THE PROVISIONS OF THE

PHILIPPINE PLUMBING CODE, THE NATIONAL

BUILDING CODE AND THE RULES AND REGULATIONS

OF LAGUNA.

2. COORDINATE THE DRAWING WITH OTHER RELATED

DRAWINGS AND SPECIFICATIONS. THE ENGINEER SHALL BE

NOTIFIED IMMEDIATELY OF ANY DISCREPANCY FOUND HEREIN.

3. ALL PIPES SHALL BE INSTALLED AS INDICATED ON

PLANS. ANY RELATIONS REQUIRED FOR PROPER

EXECUTION ON

OTHERS TRADES SHALL BE WITH PRIOR APPROVAL OF

THE ARCHITECT OR ENGINEER.

4. PROPOSED SANITARY UTILITIES SHALL CONFORM TO

THE ACTUAL LOCATION DEPTHS AND INVERT

ELEVATIONS OF ALL EXISTING PIPES AND

STRUCTURES VERIFIED BY THE CONTRACTOR.

5. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL

MAINTAIN 1% MINIMUM UNLESS OTHERWISE

SPECIFIED.

6. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE

IN ACCORDANCE WITH MANUFACTURERS

INSTRUCTIONS.

7. THE CONTRACTOR SHALL VERIFY ALL EXISTING

UTILITIES AT SITE AND COORDINATE THE WORKS

WITH THE SEWER EFFLUENT DISPOSAL POINT AND

WATER LINE SERVICE CONNECTING POINT.

8. ALL PIPE SIZES ARE IN MILLIMETERS AND ALL

DIMENSIONS ARE IN METERS UNLESS OTHERWISE

SPECIFIED.

SPECIFICATION

1. COLD WATER

LINES

POLYPROPYLENE PIPE "POLYMUTAN" BRAND.

2. DRAINAGE

LINES

PVC PIPE SERIES 1000 11, WITH SOLVENT JOINT

FITTINGS, "NEXTEL" BRAND OR EQUAL.

3. SEWER & WASTE

LINES

50Ø TO 100Ø, PVC PIPES SERIES 1000 11, 150Ø &

ABOVE PVS PIPES CLASS 35 WITH SOLVENT JOINT

FITTINGS, "NEXTEL" BRAND OR EQUAL.

4. VENT

LINES

PVC PIPES SERIES 600, WITH SOLVENT JOINT

FITTINGS, "NEXTEL" BRAND OR EQUAL.

5. WATER

METER

"ARAD, EVER, ASAHI" MWSS

APPROVED

6. DRAIN AND

CLEANOUTS

CAST IRON BODY WITH BRONZE/BRASS

TOP

CWL

CWR

HB

GV (NC)

GV (NO)

WM

CV

LEGEND& SYMBOLS:

I. WATER DISTRIBUTION SYSTEM:

COLD WATER LINE

COLD WATER RISER

HOSE BIBB

GATE VALVE (NORMAL CLOSE)

GATE VALVE (NORMALLY OPEN)

WATER METER

CHECK VALVE

SP

SS

V/VAC

II. SEWER/ WASTE & VENT SYSTEM

SOIL PIPE

SOIL STACK

VENT/VENT AT CELING

III. STORM DRAINAGE SYSTEM

SD

DS

GD/DD

STORM DRAINAGE

DOWNSPOUT

GUTTER DRAIN/DECK DRAIN

IV. FIXTURES

LAV

WC

FD

LAVATORY

WATER CLOSET

FLOOR DRAIN

V. APPURTENANCES

AD/ CB AREA DRAIN/CATCH BASIN

MANHOLE

FCO/GCO FLOOR CLEANOUT/

GROUND CLEANOUT

MH

WV WET VENT

KS KITCHEN SINK

SD SHOWER DRAIN

REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

P-201

DESIGNER

REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

P-301

0.15

CO

2/L31.800.15

L/30.15

BAR 12mmUSE:

W/2

0.15

0.15

MH

CO

MANHOLE

MH

PLAN

MHMH

W = 1.30 ML =2.50 M

OUTLET

0.40

4"Ø PVC

0.35

SCUM LEVEL

0.30

AIR SPACE

WELL

LEACHINGDIGESTION CHAMBER

0.10

4"Ø PVC INLET

INLET4" Ø PVC

12mmØ VERT. BARS

12mmØ TEMP BARS@ 0.20m. O.C., B.W.

EVERY 3 LAYERS CHB

@ 0.60m. O.C., B.W.

12mmØ HOR. BARS

@ 0.20m. O.C., B.W.

W/2

1.50

MANH

OLE

MH

SECTION

1.50

0.15

0.20

4"Ø PVC OUTLET

0.15

CEILING

SOLID BRASS

REMOVABLE BRASS STRAINER

SLOPE

FINISH FLOOR LINEPLAN

OUTLETINSIDE SCREWADJUSTABLE BRASS

PLAN

COUNTER SUNK HEAD

CLEAN OUT

PVC

FLOOR SLAB

AND COVERWITH SCREW PLUG

SECTION

SECTION

COVERSCREW THREAD

P-TRAPPVC

CLEAN OUT

FROM LOCAL WATER DISTRICT

TO SUPPLY

90° ELBOW

GATE VALVE

90° ELBOW

½"Ø CWL

½"Ø CWL

FFL

WATER METER

CHECK VALVE

OUTLETINLET

1" x 1/8" FLAT BARPLAN

REBARSW/ 10mm Ø

4" THK. CHB

INLET OUTLET

SECTION

R.C. SLAB with10mm Ø REBARS

100mm THK.

0.40

0.400.100.20

0.10

0.40

0.10

0.60

0.10

0.40

RCP 300

PVC PIPE 250

BAR

1"x1"x1/4" ANGLE

4" CHB

& ABOVE,

& BELOW

DP

ADCB

GRATING COVER METMA M-489

20mm THK. CAST IRON

DP

DP

DP

0.40

DRAWN:

DRAWN:DRAWN:

GENERAL NOTES

WATER LINE LAYOUT

SEWER LINE LAYOUT

ISOMETRIC WATERLINE

ISOMETRIC SEWERLINE

SEPTIC TANK DETAILS

STORM DRAIN PLAN

CATH BASIN DETAILS

FLOOR DRAIN DETAILS

SCALE: 1:50 MTS.

SEPTIC TANK DETAIL

P-23

SCALE: NTS

CLEAN OUT DETAIL

P-33

SCALE: NTS

FLOOR DRAIN DETAIL

P-32

SCALE: NTS

CATH BASIN DETAIL

P-34

SCALE: NTS

WATER METR DETAIL

P-44

150

GV

WM

CV

SHO

HB

WC

LAV

KS

SCALE: 1:100 MTS.

WATER LINE LAYOUT

P-11

TO MAIN WATER LINE

150

SHO

HB

WC

LAV

KS

SCALE: 1:100 MTS.

SEWER LINE LAYOUT

P-12

CO

SE

E D

ET

AIL

ED

P

LA

N

CO

FD

FD

KS

WC

LAV

FD

ST

CO

CO

VSTR

SCALE: NTS

ISOMETRIC SEWER LINE

P-43

WC

HB

CV

WM

GV

LAV

SHO

HB

KS

SCALE: NTS

ISOMETRIC WATER LINE

P-41

DS

DS

DS

DS

CB

CB

CB

CB

REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

DRAWN:

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

E-101

REG. NO :

TIN NO :

PTR. NO :

DATE :

ENGINEER

SHEET CONTENTSPROJECT & LOCATION OWNER

DRAWN:

ALL PLANS AND SPECIFICATIONS, AS INSTRUMENTS

OF SERVICE, ARE THE PROPERTY OF THE DESIGNER

AND CANNOT BE COPIED OR DUPLICATED IN PART OR

IN WHOLE WITHOUT WRITTEN PERMISSION,THIS MUST

HAVE TO BE RETURNED WHEN NO LONGER IN USE.

SHT NUMBER

E-201

1.

ELECTRICAL ENGINEER.

GENERAL NOTES:

3.

2.

4.

6.

5.

7.

2

9.

8.

11.

10.

SHALL BE MADE ACCORDINGLY.ALL MATERIALS TO BE USED AND EQUIPMENT TO BE INSTALLED SHALL BE NEW AND MUSTBE OF THE APPROVED TYPE FOR THE PARTICULAR LOCATION AND PURPOSE INTENDED.

ALL 20-AMPERE CIRCUIT HOMERUNS TO PANELBOARDS OF MORE THAN 30 METERS IN LENGTH SHALL BE 5.5mm UNLESS OTHERWISE SPECIFIED

VERIFIED WITH THE ENGINEER/OWNER OR ANY OF HIS REPRESENTATIVES AND CHANGES

WHERE REQUIRED. MINIMUM SIZE FOR ALL CONDUITS SHALL BE 15mm INSIDE DIAMETER

FOR PERMANENT CONNECTION WITH CONCRETE WALLING OR BEAM.

TO SUIT FIELD CONDITIONS AND THE COORDINATION REQUIREMENTS OF UTILITIES & OTHER TRADES.

COPPER AND THERMOPLASTIC INSULATED TYPE THWN/THHN UNLESS OTHERWISE INDICATED. THEMINIMUM SIZE FOR POWER AND LIGHTING SHALL BE 3.5mm².THE CONTRACTOR SHALL VERIFY AND ORIENT THE ACTUAL LOCATION OF INCOMING POWERFOR CONNECTION INCLUDING THE LOCATION OF METER CENTER.ALL PIPE SLEEVES SHALL BE PROVIDED WITH PROPER SUPPORT OR ANCHORAGE NECESSARY

ALL SERVICE ENTRANCE EQUIPMENT, SWITCHES, PANELBOARDS, LIGHTING FIXTURES AND ALLNON-CURRENT CARRYING METAL PARTS SHALL BE PROPERLY GROUNDED IN ACCORDANCE

CONDUIT ROUTING SHOWN IS ESSENTIALLY DIAGRAMMATICAL. CONTRACTOR SHALL LAY OUT RUNS

ANY DISCREPANCY IN LOCATION AND RATINGS OF EQUIPMENT AND APPARATUS SHALL BE

ELECTRICAL METALLIC CONDUIT (EMT). FLEXIBLE METALLIC CONDUITS SHALL ALSO BE USED THE ELECTRICAL WIRING INSTALLATION SHALL BE DONE IN INTERMEDIATE METALLIC CONDUIT (IMC)

ALL ELECTRICAL INSTALLATION WORKS HEREIN SHALL BE DONE IN ACCORDANCE WITHTHESE PLANS AND SPECIFICATIONS, THE APPLICABLE PROVISIONS OF THE LATESTEDITION OF THE PHILIPPINE ELECTRICAL CODE, THE RULES AND REGULATIONS OF THELOCAL ENFORCING AUTHORITY, AND THE REQUIREMENTS OF THE LOCAL POWER. THEELECTRICAL WORKS SHALL BE UNDER THE IMMEDIATE SUPERVISION OF A DULY LICENSED

THE ELECTRIC SERVICE VOLTAGE SHALL BE SINGLE PHASE 3-WIRE WITH GROUND 230V 60HZ.

ELECTRICAL TRADE SIZE MINIMUM SIZE OF PULLBOX TO BE USED SHALL BE 150x150x100mm.

ALL CONDUITS AND RACEWAY PENETRATIONS THROUGH FIRE OR SMOKE RATED WALLS AND FLOORSSHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAME AND HOT

12.

GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC OF FIRE STOPSASTM-E-814. PROVIDE A UL LISTED THROUGH PENETRATION FIRE STOP SYSTEM NUMBERED PER ULFIRE RESISTANCE DIRECTORY.

ALL WIRES FOR INDOOR INSTALLATION SHALL BE

WITH THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE.

MOUNTING HEIGHTS OF DEVICES SHALL BE AS FOLLOWS: SWITCHES : 1,370MM ABOVE FLOOR FINISH RECEPTACLES : 300MM ABOVE FLOOR FINISH

: 170MM ABOVE COUNTER TOP PANEL BOARD : 1800MM ABOVE FLOOR FINISH

13.

CHANDELIER

BRANCH CIRCUIT HOMERUN

LEGEND

1-40w FLUORESCENT LAMP

4"Ø / 6"Ø PINLIGHT

LIGHTING FIXTURE

E.RANGE OUTLET

REFRIGERATOR OUTLET

WEATHERPROOF OUTLET

ABOVE COUNTER OUTLET

DUPLEX CONVENIENCE OUTLET

PP01

KWHM KILOWATT-HOUR METERM

PP,LP,PB

CABLE TV OUTLET

TELEPHONE OUTLET

LIGHTING LINE, CONCEALED ON CLNG.

ELECTRICAL SERVICE ENTRANCE

SINGLE POLE SWITCH2-GANG SWITCH

POWER LN., EMBEDDED ON SLAB/WALL

ACU OUTLET

S2bc / S2

Sa / S

PANEL BOARD

GENERAL NOTES

POWER & AUXILIARY LAYOUT

POWER AND AUXILIARY LAYOUT

LIGHT SWITCHES DETAIL

CONVENIENCE OUTLET DETAIL

SCALE: 1:100 MTS.

POWER & AUXILIARY LAYOUT

E-11

150

PA

NE

L

TEL

CATV

LPA1

LPA2

SCALE: 1:100 MTS.

POWER & AUXILIARY LAYOUT

E-11

150

S2

S2

S2

S1

S1

PA

NE

L

JUAN DE LA CRUZ

JBS 08/07/13

JUAN DE LA CRUZ

JBS 08/07/13

JUAN DE LA CRUZ

JBS 08/07/13

JUAN DE LA CRUZ

JBS 08/07/13

JUAN DE LA CRUZ

JBS 08/07/13

LPA3

A-301

DESIGNER

DESIGNER

DESIGNER

DESIGNER

DESIGNER

DESIGNERDESIGNER

DESIGNER

SERVICEENTRANCE

METERREADING

2-50mm² THHN STRANDED WIRE BLACK1-5.5mm² COPPER STRANDEDWIRE WHITE32mmØ RIGID STEEL CONDUIT PIPE(RSCP)

16mmØ x 3.0m COPPER/ BRONZEGROUND ROD

1-5.5mm² COPPER STRANDEDWIRE WHITE

100AT, 125 AP, 230V,60 HZ

SCALE:E-3

3

N.T.S.

RISER DIAGRAM