atty. efren c. moncupa guillermo l. leonardo · pdf filenational plumbing code of the...

DEPARTMENT OF TRANSPORTATIONAND COMMUNICATIONS

Republic of the Philippines

CONSTRUCTION/RENOVATIONSOF TOILET FACILITIES

Sheet Content:

Sheet No.:Sheet No.:

TSA

13

18

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:

ATTY. EFREN C. MONCUPAUndersecretary for Project

Implem

entation and Special Concerns

LOCATION :

CANDON CITY, ILOCOS SUR

PROPOSEDCR

LTO OFFICE

SITE DEVELO

PMEN

T PLAN

Submitted by :

REGIONAL DIRECTORFRANCIS RAY A. ALMORA

N

PERSPECTIVESITE DEVELOPMENT PLAN

GUILLERMO L. LEONARDOOIC- Assistant Secretary for

Project Management

Recomm

ending Approval:




Sheet Content:


TSA

23

28

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

SOA

PD

ISPENSER

HA

ND

DR

YER

UR

INA

LTISSUE

PAPER

DISPEN

SERM

/F CR

FOR

PHYSIC

ALLY

CH

ALLEN

GE

TISSUE

PAPER

DISPEN

SER

12

34

A B

RA

MP 1:12 SLO

PE

4.002.00

4.00

2.50

1.25 1.25

1.501.70

0.800.60

1.901.50

1.501.40

1.100.60

1.901.50

2.50

1.25 1.25

FLOO

R PLA

NS

CA

LE 1: 50 M

ETERS

10.30

SOA

PD

ISPENSER

HA

ND

DR

YER

HA

ND

DR

YER

UR

INA

L

FD

FDLA

VATO

RY

FD

FDWC

WC

FDW

CLA

VATO

RY

LAVA

TOR

Y

FDFD

WC

WC

SOA

PD

ISPENSER

HA

ND

DR

YERTISSU

EH

OLD

ER

12

34

0.20 3.00 1.20

1.70 0.50

0.15

4.40

FINISH

ED FLO

OR

LINE

GR

AD

E LIN

E

TOP O

F RO

OF B

EAM

RID

GE LIN

E

FRO

NT ELEVA

TION

SC

ALE

1: 50 ME

TER

S

0.20 3.00 1.20

1.70 0.50

0.15

4.40

12

34

REA

R ELEVA

TION

SC

ALE

1: 50 ME

TER

S

AB

AB

0.20 3.00 1.20

1.70 0.500.15

4.40

RIG

HT SID

E ELEVATIO

NS

CA

LE 1: 50 M

ETER

S

LEFT SIDE ELEVA

TION

SC

ALE

1: 50 ME

TERS

W1

D1D1

D1W2

W3W3

AA

'M

ALE C

RFEM

ALE C

R

W2

Submitted by :


0.40

LTO.1.C

R.P3.E1.L1.1

LTO.1.C

R.P3.E1.L1.0

LTO.1.C

R.P3.E1.L1.2

FLOOR PLANFRONT ELEVATION

RIGHT SIDE ELEVATIONLEFT SIDE ELEVATION

REAR ELEVATION



Project Management

Recomm

ending Approval:




Sheet Content:


TSA

33

38

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

12

34

MA

LE CR

FEMA

LE CR

CR

FOR

DISA

BLED

1.50

0.30 1.20

0.90

0.80

3.00

1.70 0.50

0.20

4.40

1.20

LON

GITU

DIN

AL SEC

TION

A-A

'S

CA

LE 1: 50 M

ETERS

12

34

A B

REFLEC

TED C

EILING

PLAN

SC

ALE

1: 50 ME

TERS

4.002.00

4.00

2.50

2.05

2.50

10.30

2.00

DO

WN

LIGH

TS

PIN

LIGH

TS

EC

OLU

M 2X

20W ( S

QU

AR

E ; 2' X 2') LU

MIN

AIRE

WITH

ALU

MIN

UM

RE

FLEC

TOR

REC

ESSED TYPE

0.60m X

0.60m LA

MIN

ATE

D C

EILIN

G PAN

EL

5" dia. w/ 10 w

atts bulb

8" dia. w/ 15 w

atts bulb

SPA

ND

REL

BA

MA

LE CR

3.00

1.70 0.50

0.20

4.40

1.20

CR

OSS SEC

TION

THR

U B

-B'

SC

ALE

1: 50 METER

S

W1

ALU

MIN

UM

POW

DER

CO

ATED

AW

NIN

G TYPE W

IND

OW

1 SET

W2

ALU

MIN

UM

POW

DER

CO

ATED

AW

NIN

G TYPE W

IND

OW

2 SE

TS

W3

ALU

MIN

UM

POW

DER

CO

ATED

AW

NIN

G TYPE W

IND

OW

2 SE

TS

DO

OR

S AN

D W

IND

OW

S SCH

EDU

LES

CA

LE 1: 50 M

ETERS

D1

PA

NE

L SW

ING

DO

OR

(MA

LE, FE

MA

LE)

2 SE

TS

2.10

0.80

D2

PA

NE

L SW

ING

DO

OR

(PH

YS

ICA

LLY C

HA

LLEN

GE

)1 S

ET

2.10

0.90

PLA

STE

R C

EM

ENT FIN

ISH

GR

AN

ITE C

OU

NTER

TYPE

12MM

THK

PH

EN

OLIC

BOAR

D PAR

TITION

1.70 0.50

1.70 0.50

1.70 0.50

2.001.50

1.80

Submitted by :


1.51

LONGITUDINAL SECTION THRU A-A'CROSS SECTION THRU B-B'REFLECTED CEILING PLAN

DOORS AND WINDOW

S SCHEDULE



Project Management

Recomm

ending Approval:




Sheet Content:


TSS

12

48

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

12

34

A B

4.002.00

4.00

2.50

2.50

FOU

ND

ATIO

N PLA

NS

CA

LE 1: 50 M

ETE

RS

10.30

2.05

1.00

1.00

0.10m TH

K SLA

B W

ITH 10m

m D

IAR

EBA

RS SPA

CED

AT 0.40m

ON

CEN

TER B

OTH

WA

YS WF

WF

WF

WF

WF

WF

WF

WF

WF

WF

CF

CF

CF

CFC

FC

FC

FC

F

12

34

A B

4.002.00

4.00

2.50

2.50

10.30

2.05

4.202.15

4.20

10.55

RB

RO

OF B

EAM

PLAN

SC

ALE

1: 50 ME

TER

S

RB

RB

RB

RB

RB

RB

RB

GR

AD

E LIN

E

5-12mm

DIA

RE

BA

RS

SP

AC

ED

AT 0.212m

OC

BW

10mm

DIA

STIR

RU

PS

SP

AC

ED

3 AT 0.05m

, 3 AT 0.075m

,3 A

T 0.10m, 2 A

T 0.15mA

ND

RE

ST A

T 0.20m.

SEC

TION

PLAN

1.00

0.25

1.00

0.25

0.25 0.95

4-16mm

DIA

RE

BA

RS

1.00

5-12mm

DIA

RE

BA

RS

SP

AC

ED

AT 0.212m

OC

BW

4-16mm

DIA

RE

BA

RS

WF D

ETAIL

SCA

LE 1: 25METER

S GR

AD

E LIN

E

10mm

DIA

TRAVER

SER

EB

AR

S S

PACED

AT 0.40m

OC

.

3-10mm

DIA

CO

NTIN

OU

SLO

NG

ITUD

INAL

RE

BAR

S

10mm

DIA

VER

TICAL

RE

BAR

SS

PA

CE

D A

T 0.80m O

C.

4" THIC

K CH

B

10mm

DIA

HO

RIZO

NTAL

RE

BA

RS

PLA

CE

D EVER

Y3 LA

YE

RS

OF C

HB

0.30

0.550.15

0.30S

ECTIO

NP

LAN

CF D

ETAIL

SCA

LE 1: 25METER

S

Submitted by :


FOUNDATION PLANROOF BEAM PLAN

COLUMN FOOTING DETAILW

ALL FOOTING DETAIL



Project Management

Recomm

ending Approval:




Sheet Content:


TSS

22

58

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

12

34

A B

RO

OF FR

AM

ING

PLAN

SC

ALE

1: 50 METER

S

1.151.90

1.901.90

1.901.15

1.151.15

1.15 1.15 1.15 1.15

4.60

12.20

4.60

2" X 3" C

PUR

LINS

SP

AC

ED

AT 0.60m

ON

CE

NTER

TRUSS 1

HIPTRUSS

HIPTRUSS

HIP

TRUSS HIPTRUSS

TRUSS 1

TRUSS 1

TRUSS 1

TRUSS 1

(LEN

GTH

L)

12mm

DIA

CO

NTIN

OU

S TOP R

EBAR12m

m D

IA C

ON

TINO

US

BO

TTOM

REBAR

2-12mm

TOP

BARS

2-12mm

BO

TTOM

BARS

SE

CTIO

N0.30

0.20

10mm

DIA

STIR

RU

PS SPACED

3 AT 0.05m

, 3 AT 0.075m

,3 A

T 0.10m, 2A

T 0.15mR

ES

T AT 0.20m

2-10mm

STIFFEN

ER

10mm

DIA

STIFFEN

ER

1.20

2.59

4.60

1.151.15

1.151.15

TRU

SS

1

3.47

1.20

2.171.08

1.08

3.25

HIP

TRU

SS

TRU

SS DIA

GR

AM

SSC

ALE 1: 50 M

ETERS

1-2" X 2" X

1/4" AN

GLE BAR

TOP C

HO

RD

1-2" X 2" X

1/4" AN

GLE

BAR BO

TTOM

CH

OR

D1-2" X

1 1/2" X 1/4 " A

NG

LE B

AR

WEB M

EMBER

2-2" X 2" X

1/4" AN

GLE

BAR KIN

G PO

ST

1-2" X 2" X

1/4" AN

GLE BAR

TOP C

HO

RD

1-2" X 2" X

1/4" AN

GLE

BAR BO

TTOM

CH

OR

D1-2" X

1 1/2" X 1/4 " A

NG

LE B

AR

WEB M

EMBER

1-2" X 2" X

1/4" AN

GLE

BAR KIN

G PO

ST

Submitted by :


ROOF FRAMING PLANROOF BEAM DETAILTRUSS DIAGRAMS



Project Management

Recomm

ending Approval:




Sheet Content:


TSP

12

68

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

12

34

A B

4.002.00

4.00

2.50

2.05

2.50

10.30

ST 1

23

4A B

4.002.00

4.00

2.50

2.05

2.50

10.30

GV

FRO

M W

ATER

MAIN

UN

ION

CV

MU

NIO

N

GV

GV

GV

GV

WA

TER LIN

E LAYO

UT

SCA

LE 1: 50 METER

S

SEWER

LINE LA

YOU

TSC

ALE 1: 50 M

ETERS

SEWER

LINE ISO

METR

YSC

ALE 1: 50 M

ETERS

WA

TER LIN

E ISOM

ETRY

SCA

LE 1: 50 METER

S

Submitted by :


SEWER LINE LAYOUT

WATER LINE LAYOUT

SEWER LINE ISOMETRY

WATER LINE ISOMETRY



Project Management

Recomm

ending Approval:

1. ALL S

AN

ITAR

Y W

OR

KS

INC

LUD

E H

ER

EIN

SH

ALL B

E E

XEC

UTED

ACC

OR

DIN

G TO

THE PR

OVISIO

NS O

F THE

NA

TION

AL P

LUM

BIN

G C

OD

E O

F THE

PH

ILIPP

INE

S, A

ND

ITS IMPLEM

ENTIN

G R

ULES AN

D R

EGU

LATION

S.

2. ALL P

LUM

BIN

G W

OR

KS

SH

ALL B

E D

ON

E U

ND

ER

THE

DIR

ECT SU

PERVISIO

N O

F A MASTER

PLUM

BER.

3. ALL P

IPE

S S

HA

LL BE

INS

TALLE

D A

S IN

DIC

ATE

D, A

NY

RE

LOC

ATION

REQ

UIR

ED FO

R PR

OPER

EXECU

TION

OF

OTH

ER

TRA

DE

S S

HA

LL BE

PR

IOR

AP

PR

OV

AL O

F THE AR

CH

ITECT/AN

D O

R TH

E ENG

INEER

.

4. PR

OP

OS

ED

SA

NITA

RY

UTILITIE

S S

HA

LL CO

NFO

RM

TO TH

E AC

TUAL LO

CATIO

N, D

EPTH AN

D IN

VERT ELEVATIO

NO

F EX

ISTIN

G P

IPE

S A

ND

STR

UC

TUR

ES

AS VERIFIED

BY THE C

ON

TRAC

TOR

.

5. ALL S

LOP

ES

FOR

HO

RIZO

NTA

L DR

AIN

AG

E S

HA

LL MA

INTA

IN 2%

AS MIN

IMU

M, U

NLESS O

THER

WISE N

OTED

.

6. SIZE

OF W

ATE

R S

UP

PLY

PIP

ES

TO FIX

TUR

ES

SH

ALL BE IN

ACC

OR

DAN

CE W

ITH TH

E MAN

UFAC

TUR

ER'S

INS

TRU

CTIO

N.

7. ALL FIX

TUR

ES

SH

ALL B

E V

EN

TED

, UN

LESS OTH

ERW

ISE NO

TED.

8. THE

CO

NTR

AC

TOR

SH

ALL V

ER

IFY A

LL EX

ISTIN

G U

TILITIES

AT SITE AND

CO

OR

DIN

ATE THE W

OR

KS WITH

THE

SE

WE

R E

FFLUE

NT D

ISP

OS

AL A

ND

WA

TER

LINE SER

VICE C

ON

NEC

TING

POIN

T.

9. RE

FER

TO TE

CH

NIC

AL S

PE

CIFIC

ATIO

N FO

R D

ETAILED M

ATERIAL AN

D EQ

UIPM

ENT.

10. ALL S

TOR

M D

RA

IN P

IPE

S S

HA

LL LEA

D TO

THE

NE

AR

ES

T CITY/M

UN

ICIPALITY D

RAIN

AGE SYSTEM

S.




Sheet Content:


TSP

22

78

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

MA

NH

OLE

MA

NH

OLE

CO

1.501.00

3.50

1.30

0.50

PLAN

CO

MA

NH

OLE

1.00

10MM

DIA

RE

BA

R S

PA

CE

DA

T 0.30M O

CB

W

CO

CO

OU

TLET TO

STR

EET

DR

AIN

INLE

T FRO

MH

OU

SE

DR

AIN

101

LEA

CH

ING

CH

AM

BE

R

DIG

ES

TIVE

CH

AM

BE

R

AIR

SP

AC

E

0.30

0.09

MA

NH

OLE

MA

NH

OLE

CO

1.50

SEC

TION

10MM

DIA

RE

BA

R S

PA

CE

DA

T 0.30M O

CB

W

10MM

DIA

VE

RTIC

AL R

EB

AR

SP

AC

ED

AT 0.80M

OC

10MM

DIA

HO

RIZO

NTA

LR

EB

AR

PLA

CE

D E

VE

RY

3 LAY

ER

S O

F CH

B4" TH

ICK

CH

B

MA

NH

OLE

CO

LEA

CH

ING

CH

AM

BE

R

WA

TER

LEV

EL

CO

gravelfill

SEPTIC TA

NK

DETA

ILS

CA

LE 1: 25 M

ETERS

0.500.50

0.50

ST

DT

CO

SD

SH

FD

MCV

GV

VTR

LAV

SE

PTIC

TANK

DR

UM

TRAP

LAV

ATO

RY

CLE

AN

OU

T

SH

OW

ER

DR

AIN

SH

OW

ER

HE

AD

FLOO

R D

RAIN

WA

TER

CLO

SET

WA

TER

METER

CH

EC

K V

ALVE

GA

TE V

ALVE

SE

WE

R LIN

E

WA

TER

DIS

TRIBU

TION

LINE

VE

NT LIN

E

ST

DT

CO

SD

SH

FDWC

MCV

GV

VTR

LAV

SE

PTIC

TANK

DR

UM

TRAP

LAV

ATO

RY

CLE

AN

OU

T

SH

OW

ER

DR

AIN

FLOO

R D

RAIN

WA

TER

METER

CH

EC

K V

ALVE

GA

TE V

ALVE

VE

NT TH

RU

RO

OF

SE

WE

R LIN

E

WA

TER

DIS

TRIBU

TION

LINE

VE

NT LIN

E

BT

BA

TH TU

BK

SK

ITCH

EN

SINKPLU

MB

ING

LEGEN

DS

PLUM

BIN

G N

OTES

Submitted by :


SEPTIC TANK DETAILPLUMBING NOTES

PLUMBING LEGENDS



Project Management

Recomm

ending Approval:




Sheet Content:


TSE

11

88

PSRA

F

NARTMT

OTNE

O

O

CDN

AT

RA

NOI

T

P

CI N U

AE

DS

NOI

T

MM

PROJECT NAME :

Approved:


Implem


LOCATION :

12

34

A B

4.002.00

4.00

2.50

2.05

2.50

10.30

1

S3

S3

S3

12

34

A B

4.002.00

4.00

2.50

2.05

2.50

10.30

WP

WP

WP

WP

WP

2

LIGH

TING

AN

D SW

ITCH

LAYO

UT

SCA

LE 1: 50 METER

S

POW

ER LA

YOU

TSC

ALE 1: 50 M

ETERS

LOA

D SC

HED

ULE A

ND

CO

MPU

TATIO

NS

COMPUTTATION:

I. DET. TOTAL LOAD

3,500 Watts

TOTAL LOAD

3,500

1,700 Watts

514

TOTAL

A. LIGHTING OUTLET

LIGHT OUTLET (100 watts)

LOAD DESCRIPTION

1 No.CKT.

POWER

1100

LOAD

11

LOCO

No.No.

WATTS

AMP.

2205.00

RATING

15

VOLTAGECURRENT

CIRCUITCONDUIT SIZE

1/2 " dia. PVC

WIRE SIZE

2.0 sq. mm

. THHN

BRANCH CIRCUIT

1,800 Watts

B. CONVENIENCE OUTLET

LIGHT OUTLET (pinlights )60

3220

0.27

2CONVENIENCE OUTLET

5220

8.183.5 sq. m

m. THHN

180020

15.91

1/2 " dia. PVC

SPARE

CURRENT COMPUTED

15.91 Amp

USE; 3 - 8.00 sq. mm

THW W

IRE

220=

USE; 60 Amp M

AIN CIRCUIT BREAKER

3,500

CK

T 01 -LO15 A

60 A

20 A

220 VS

ER

VIC

EE

NTR

AN

CE

CK

T 02 - CO

SPA

RE

US

E 2-8.00m

m TH

W M

AIN FEED

ER 2

M

RISER

DIA

GR

AM

S

1

S1

S2

S3

KILO

WA

TT HO

UR

METER

PAN

EL BO

X

SER

VICE

EN

TRAN

CE

CIR

CU

IT BR

EAKER

LIGH

TING

OU

TLET

DU

PLE

X C

ON

VENIEN

CE

OU

TLET

SIN

GLE

GA

NG

SWITC

H

TWO

GAN

G SW

ITCH

THR

EE G

ANG

SWITC

H

LIGH

TING

LINE

PO

WE

R LIN

E

SW

ITCH

LINE

15 A

1

S1

S2

S3

KILO

WA

TT HO

UR

METER

PAN

EL BO

X

SER

VICE

EN

TRAN

CE

CIR

CU

IT BR

EAKER

LIGH

TING

OU

TLET

DU

PLE

X C

ON

VENIEN

CE

OU

TLET

HO

ME R

UN

TO P

ANEL B

OX

SIN

GLE

GA

NG

SWITC

H

THR

EE G

ANG

SWITC

H

LIGH

TING

LINE

PO

WE

R LIN

E

SW

ITCH

LINE

1. ALL TH

E E

LEC

TRIC

AL W

OR

KS

SH

ALL C

ON

FOR

M TO

THE PR

OVISIO

NS O

F THE LATEST

ED

ITION

OF TH

E P

HILIP

PIN

E E

LEC

TRIC

AL C

OD

E (P

EC) W

ITH TH

E RU

LES AND

REG

ULATIO

NO

F THE

NA

TION

AL A

ND

LOC

AL A

UTH

OR

ITIES

CO

NC

ERN

ED IN

THE EN

FOR

CEM

ENT O

F THE

ELE

CTR

ICA

L LAW

S A

ND

WITH

THE

RE

QU

IRE

ME

NTS O

F THE U

TILITIES CO

NC

ERN

.

2. ELE

CTR

ICA

L MA

TER

IALS

TO B

E U

SE

D H

ER

EIN

SH

ALL BE N

EW AN

D O

F APPRO

VED TYPE

FOR

LOC

ATIO

N A

ND

PUR

POSES.

3. THE

RE

SH

ALL B

E O

NE

SE

RV

ICE

DR

OP

IN TH

E S

YS

TEM AN

D IT SH

ALL BE 220 VOLTS,

SIN

GLE

PH

AS

E, 2 W

IRES AN

D 60H

z.

4. ALL W

IRIN

G M

ETH

OD

S S

HA

LL BE

DO

NE

IN PVC

PIPES EXCEPT FO

R TH

E MAIN

EN

TRA

NC

E W

HIC

H S

HA

LL BE RM

C PIPE.

5. CO

NV

EN

IEN

CE

OU

TLET FO

R G

EN

ER

AL U

SE

SH

ALL B

E R

ATED 15 AM

PS, 250 VOLTS AN

DA

PP

RO

VE

D TY

PE

. UN

LES

S S

PEC

IFIED O

THER

WISE.

6. LIGH

T CO

NTR

OL S

WITC

HE

S S

HA

LL BE

10 AM

PS

, 250 VOLTS AN

D APPR

OVED

TYPE.

7. MO

UN

TING

HE

IGH

T SH

ALL BE AS FO

LLOW

S:A

. LIGH

T CO

NTR

OL S

WITC

HE

S = 1.37 M

ETE

RS

ABOVE FLO

OR

FINISH

FRO

M TH

EC

EN

TER

OF TH

E DEVIC

E.B

. CO

NV

EN

IEN

CE

OU

TLET = 0.33 M

ETE

R A

BO

VE

FLOO

R FIN

ISH FR

OM

THE C

ENTER

OF D

EVIC

E.C

. AIR

CO

ND

ITION

ING

OU

TLET = 2 M

ETERS ABO

VE FLOO

R LIN

ED

. PA

NE

L BO

AR

D = 1.37 M

ETE

RS ABO

VE FLOO

R LIN

EE

. KILO

WA

TT-HO

UR

ME

TER

= 1.85 ME

TER

FRO

M TH

E GR

OU

ND

TO TH

E CEN

TER O

FM

ETER

.

8. ALL E

LEC

TRIC

AL W

OR

KS

SH

ALL B

E D

ON

E IN

WO

RKM

ANLIKE M

ANN

ER AN

D IN

GO

OD

EN

GIN

EE

RIN

G P

RA

CTIC

E A

ND

SH

ALL B

E U

ND

ER D

IREC

T SUPER

VISION

OF AN

ELE

CTR

ICA

L EN

GIN

EE

R, D

ULY

LICE

NS

ED

FOR

THE W

OR

KS SPECIFIED

.

WEA

THER

PR

OO

FC

ON

VEN

IENC

E O

UTLET

WP

ELECTR

ICA

L LEGEN

DS

ELECTR

ICA

L NO

TES

Submitted by :


POWER LAYOUT

LIGHTING AND SWITCH LAYOUT

SCHEDULE OF LOADS AND COMPUTATIONSRISER DIAGRAMS

ELECTRICAL NOTESELECTRICAL LEGENDS



Project Management

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