municipality of sogod - southern leyte state … sought in all the provisions of the national...

A

PROJECT TITLE: SHEET CONTENT: SHEET #:

1

LOCATION: SOUTHERN LEYTE STATE UNIVERSITY - SOGOD MAIN CAMPUS, SOGOD SOUTHERN LEYTE

PROSE IVY G. YEPES

RECOMMENDING ISSUANCE :

HEAD STRUCTURAL SECTION

ISSUED BY :

BUILDING OFFICIAL: DATE

DATE

REPUBLIC OF THE PHILIPPINES

OFFICE OF THE BUILDING OFFICIAL

MUNICIPALITY OF SOGOD

OWNER: SOUTHERN LEYTE STATE UNIVERSITY

5

UNIVERSITY PRESIDENT

A PROPOSED

APPROVED BY:

PERSPECTIVE 1

S E A L :

ADDRESS: SOGOD, SOUTHERN LEYTE

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

PERSPECTIVE 2

LOCATION MAP

USSC

OVAL

I.E. BLDG.

MGT. BLDG.

2-STOREY

ACADEMIC BLDG.

THIS SITE

LOCATION MAP

NOT TO SCALE

UNIVERSITY LIBRARY

A


2


PROSE IVY G. YEPES



ISSUED BY :


DATE





5


A PROPOSED

APPROVED BY:

GROUND FLOOR PLAN

S E A L :


DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

6.025

21.213

3.450

6.325

7.7256.2506.250

6.025 6.250 6.250 6.025

7.2756.025

GROUND FLOOR PLAN

SCALE 1:200M

STAIRS

RAMP

UTILITY ROOM

LOBBY AREA

RECEIPTION

TO

SECOND

FLOOR

hall way 3 m wide

opac area

FEMALE CR

AREA

DISCUSSION AREA

shelves

shelves

108 SQ.M.

table

self-service

RESERVED SECTION

check out

table

photocopy area

CVM

MALE CR

E - LIB ROOM

6.025

7.725

7.275

6.100

3.450

magz & news

rack

SERIALS SECTION

table

table

table

table

table

shelves

shelves

shelvesshelves

shelves

shelves

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

shelvesshelvesshelvesshelvesshelvesshelves shelvesshelvesshelves

table

table

table

table

table

table

table

table

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelves

shelvesshelves shelvesshelves shelvesshelves shelvesshelves shelvesshelves shelvesshelves shelvesshelves

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

table

book drop

2.391

11.057

45°

MAIN LIBRARY

LOUNGING

AREA

waiting area

6.0256.025

45.575

SD

D1

D1

D3

D2

D2

W1 W1W1 W1 W1

W2

W2

W2

W4

W3

LwTw

Gf

Gf

Gf

Gf

Gf

Gf

Gf

Gf

Gf

Gf

TwTw

Ld

Ld

PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

GfGf

3.9802

30.5750

21.1000

3.4500

24.5500

9.5500

39.5500

UNIVERSITY LIBRARY

down

down

A


3


PROSE IVY G. YEPES



ISSUED BY :


DATE





5


A PROPOSED

APPROVED BY:

RIGHT SIDE ELEVATION

LEFT SIDE ELEVATION

REAR ELEVATION

FRONT ELEVATIOM

S E A L :


DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

REAR ELEVATION

FRONT ELEVATION

SCALE 1:200M

RIGHT SIDE ELEVATION

SCALE 1:200M

LEFT SIDE ELEVATION

SCALE 1:200M

SCALE 1:200M

3.400

0.600

0.800

1.500

2.400

0.500

1.100

3.400

0.600

0.800

1.500

1.100

1.500

0.800

PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

UNIVERSITY LIBRARY

A


4


PROSE IVY G. YEPES



ISSUED BY :


DATE





5


A PROPOSED

APPROVED BY:

TYPICAL DOOR DETAIL

GLASS DOOR AND Gf DETAIL

SCHEDULE OF DOORS

TYPICAL WINDOW DETAIL

PREPARED BY: S E A L :


S E A L :

ENGINEER - 1

GERALD B. HANDAYAN

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

SCHEDULE OF DOORS

SD

D1

DESIGNATION WIDTH (m) HEIGHT (m) NO. OF UNITS

D3

Ld

D2

2.10 GLASS 2-1.20 1

2.101.00

KIND LOCATION

2

TYPE

DOUBLE SLIDING MAIN LIBRARY ENTRANCE

GLASS SWING E-LIB & DISCUSSION AREA

0.80 2.10 3 PANEL SWING M&F C.R., & UTILITY ROOM

DOUBLE SWINGGLASS 2-1.00 2.10 1 EXIT

4 LOUVER SWING M&F C.R.0.65 1.60

SCHEDULE OF GLASS & WINDOWS

W1

W2

DESIGNATION WIDTH (m) HEIGHT (m) NO. OF UNITS

W4

Lw

W3

1.501.00 5

1.00 3

1

1

10.60

NO. OF PANEL

5

6

2

3

4

SILL HEIGHT(m) TYPE

0.70

0.70

SLIDING

Tw

Gf

1.50 0.70 SLIDING

1.00 1.50 SLIDING

1.00 1.50 0.70 SLIDING

FIXED1.20 2.45

0.901

VARRY FIXED

2.5 VARRY VARRY1.40 0.10 FIXED

CLEAR WITH

CL

EA

R H

EIG

HT

USE 2X6 DOOR JAMB

FOR SWING FLUSH DOOR

WITH 1/4" MARINE PLYWOOD

DOUBLE WALLING ON 2X3 GOOD LUMBER FRAMING

FINISHED FLOOR LINE

TYP. DOOR DETAIL

SCALE NTS

0.65 m

1.6

0 m

FINISHED FLOOR LINE

LOUVERED DOOR

FINISHED FLOOR LINE

CL

EA

R W

IN

DO

W H

EIG

HT

SIL

L H

EIG

HT

CLEAR WITH CLEAR WITH CLEAR WITH

TYP. WINDOW DETAIL

SCALE NTS

0.90 20

SLIDING/FIXED GLASS WINDOW WITH 7/32" THK.

TEMPERED PLATE CLEAR GLASS ON ANODIZED

ALUMINUM FRAMING.(SUBMIT MANUFACTURER'S DRAWING DETAILS AND

CONSULT WITH PROJECT ENGINEER OR THE ARCHITECT.)

GLASS DOOR & Gf DETAIL

SCALE NTS

CLEAR WITHVERIFY VERIFY

CL

EA

R W

IN

DO

W H

EIG

HT

VE

RIF

Y

FINISHED FLOOR LINE

FIXED

7

32

" THK. TEMPERED PLATE CLEAR

GLAS ON ANODIZED ALUMINUM FRAMING

(SUBMIT MANUFACTURER'S DRAWING DETAILS AND

CONSULT WITH PROJECT ENGINEER OR THE ARCHITECT.)

DOUBLE SWING GLASS DOOR WITH GRAB BAR

(MATERIALS SAME AS ABOVE)

SCHEDULE OF GLASS & WINDOWS

UNIVERSITY LIBRARY

6.0256.2506.2506.025

A



ISSUED BY :


DATE




5 5

A PROPOSED

S E A L : PROJECT TITLE: APPROVED BY: SHEET CONTENT: SHEET #:

TEMPORARY STAIRS & RAMP'S ROOF PROVISION

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:



PROSE IVY G. YEPES


UNIVERSITY LIBRARY

3.4500

TEMPORARY ROOF PROVISION PLAN

TYPICAL TRUSS DETAIL

SCALE 1:200M

WALL FRAMING DETAIL

RAMP STAIRS2ND FLOOR LANDING

ROOF FRAMING PLAN

SCALE 1:200M

NTS

NTS

1.0000

1.7000 1.7000

1.0000

FRONT ELEVATIONRIGHT SIDE ELEVATION

CORRUGATED G. I. ROOF

1/4" THK MARINE PLYWOOD

SECOND FLOOR LINE

0.70 m X 1.70 m

SWING TYPE PANEL DOOR

2"X2" coco lumber framing

(marine plywood)


PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

26.6262

5.6024

10 - 2"x3" x 26.6262 m coco lumber

9 - 3"x6"x5.6024m

co

co

lu

mb

er

2"x2" coco lumber

spaced @ 0.40 m

bothways

3"x6" coco lumber (column)

3"x6" coco lumber (beam)

1.70 m

1/4" thick marine plywood

coated with flat white enamel paint

SECOND FLOOR LINE

3"X6" COCO LUMBER

2"X3" COCO LUMBER

3"X6" COCO LUMBER

E

S E A L : PROJECT TITLE: SHEET CONTENT: SHEET #:

2


PROSE IVY G. YEPES



ISSUED BY :


DATE





4


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

GROUND FLOOR LIGHTING LAY-OUT

6.025

3.450

6.325

7.7256.2506.250

6.025 6.250 6.250 6.025

7.2756.025

GROUND FLOOR LIGHTING LAY-OUT

SCALE 1:200M

RAMP

6.025

7.725

7.275

6.100

3.450

2.391

45°

6.0256.025

45.575

HALL WAY -UNDER GROUND LIGHTING LAY-OUT

1 2 3 4 5

6

7

8

9

11

10

12

13

14

15

to underground

pass

to underground

pass

UNIVERSITY LIBRARY

APROVED AS PER PLAN:

ELECTRICAL ENGINEER

ADDRESS:

E


3


PROSE IVY G. YEPES



ISSUED BY :


DATE





4


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

GROUND FLOOR POWER LAY-OUT

6.025

3.450

6.325

7.7256.2506.250

6.025 6.250 6.250 6.025

7.2756.025

GROUND FLOOR POWER LAY-OUT

SCALE 1:200M

6.025

7.725

7.275

6.100

3.450

2.391

45°

6.0256.025

45.575

HALL WAY -UNDER GROUND POWER LAY-OUT

16

17

18

19

20

21

22

2324

25

272628

29

30

31

32

33

to underground

pass

33

UNIVERSITY LIBRARY

APROVED AS PER PLAN:

ELECTRICAL ENGINEER

ADDRESS:

E

APROVED AS PER PLAN: S E A L : PROJECT TITLE: SHEET #:

4

ELECTRICAL ENGINEER

ADDRESS:


PROSE IVY G. YEPES



ISSUED BY :


DATE





4


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

ELECTRICAL DIAGRAM

SCALE

NTS

SHEET CONTENT:

ELECTRICAL DIAGRAM

UNIVERSITY LIBRARY

3 - 125.00 mm2 THHN OR EQUIVALENT

50 KVA Banking

60.00 mm2 THHN OR THWN - (3 phase)22.00 mm2 THHN OR THWN - (3 phase)

Distribution Panel

P


1



PROSE IVY G. YEPES



ISSUED BY :


DATE





3


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

SEPTIC TANK DETAILS

PLUMBING JOINTS

CATCH BASIN DETAIL

PLUMBING SPECIFICATIONS

@ 0.10 m.o.c bothways

digestive chamber

leaching chamber

1.6

0m

0.2

5m

section

6" thk CHB

outlet

0.1

5m

0.1

5m

2.7

m0

.1

5m

0.15m

0.30 m airspace

0.50 x 0.50 manhole

3.00m

plan

manholeco

co

co

co

0.50 x 0.50 manhole

0.15m1.15m

comanhole

inlet

note:

adopt 12 mm Ø bars

0.15m

PLUMBING SPECIFICATIONS1. ALL PIPES PASSING THROUGH OR UNDER DRIVEWAYS SHALL BE PROPERLYPROTECTED AGAINST BREAKAGE WITH REINFORCED CONCRETE.2. ALL HORIZONTAL PIPINGS SHALL RUN IN A PRACTICAL ALIGNMENT AND ATUNIFORM GRADE NOT LESS THAN ONE PERCENT (1%) AND SHALL BE ANCHOREDOR 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 THERESULT SOUGHT IN ALL THE PROVISIONS OF THE NATIONAL PLUMBING CODE OFTHE PHILIPPINES.5. INSTALL ALL PIPING IN ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS AND SPECIFICATIONS.6. UPON COMPLETION OF THE WATER SYSTEM, FLUSH OUT LINES TO CLEARSYSTEM OF PARTICLES, DIRT AND CLEAN ALL VALVES.7. ALL PLUMBING INSTALLATIONS SHALL BE DONE UNDER THE DIRECTSUPERVISION OF A DULY LICENSED MASTER PLUMBER.

CERTIFICATION:THIS IS TO CERTIFY THAT THERE IS NO EXISTING ARTESIAN WELL WITHIN A RADIUSOF 25.00 M FROM THE PROPOSED SEPTIC TANK.

MASTER PLUMBER

PLUMBING JOINTS

FLOOR DRAIN DETAIL

HORIZONTAL TO VERTICAL

4"0 x 4"0

WYE

VERTICAL TO HORIZONTAL

4"0 x 4"0

MAIN VENT STACK

WYE

4" Ø P-TRAP

4" THK. FLOOR DRAIN

R.C. FLOOR SLAB

CONCRETE GROUT

FIN. FLOOR LINE

4"0 x 4"0

WYE

ELBOW

4"0 x 45

ELBOW

4"0 x 45

4"0 x 45

ELBOW

ELEVATION/SECTION

CATCH BASIN DETAIL

NTS

4" THK. CHB

4"Ø PVC PIPE

CONCRETE COVER

0.70

0.10

0.70

0.70m

0.50m

PLAN

0.10m

0.70m

0.10m

0.50m

0.10m

0.10m

4"Ø PVC PIPE

LINE

4"Ø PVC PIPE

LINE

SEPTINC TANK DETAIL

NTS

NTS


PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

UNIVERSITY LIBRARY

STAIRS

RAMP

UTILITY ROOM

LOBBY AREA

RECEIPTION

TO

SECOND

FLOOR

hall way 3 m wide

AREA

DISCUSSION AREA

108 SQ.M.

photocopy area

CVM

E - LIB ROOM

MAIN LIBRARY

CO

CO

FD

FD

WC

WC WC

WC

LAV

LAV

CO

UR.

CO

WASTE LINE OUTLET

SEPTIC TANK 1

To Water Source

cb

cb

cb

ds ds

ds dsds ds ds ds ds

cb cb cb cb

cb

cb

Storm Drainage Outlet

FD

FD

UR.

UR.

GROUND FLOOR PLUMBING LAY-OUT

SCALE 1:200M

P


2



PROSE IVY G. YEPES



ISSUED BY :


DATE





3


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

GROUND FLOOR PLUMBING LAY-OUT


PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

UNIVERSITY LIBRARY

P


3



PROSE IVY G. YEPES



ISSUED BY :


DATE





3


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

SECOND FLOOR PLUMBING LAY-OUT

STAIRS

RAMP

CONFERENCE ROOM

CHIEF LIBRARIAN'S

OFFICE

PANTRY

STAGE

CONTROL

ROOM

TO

GROUND

FLOOR

STAFF

LOUNGE

TECHNICAL

SECTION

WAITING

AREA

HALL WAY 3M WIDE

HALL WAY 3M WIDE

HA

LL W

AY

3M

W

ID

E

9.475

DRESSING

ROOM

AV MATERIALS &

EQUIPMENTS

STORAGE

ROOM

BINDEREY

SECTION

45°

GS LIBRARY

CO

CO

CO

WASTE LINE OUTLET

SEPTIC TANK 2

To Water Source

KS

UR.UR.

UR.

UR.

WC

WC WC

WC

WC

LAV

LAV

LAV

LAV

SECOND FLOOR PLUMBING LAY-OUT

SCALE 1:200M


PREPARED BY:

ENGINEER - 1

GERALD B. HANDAYAN

UNIVERSITY LIBRARY

S

APROVED AS PER PLAN: S E A L : PROJECT TITLE: SHEET CONTENT: SHEET #:

1

SCHEDULE OF FOOTINGS

STRUCTURAL/CIVIL ENGINEER

ANGELO LUMEN M. EWAY



UNIVERSITY LIBRARY PROSE IVY G. YEPES



ISSUED BY :


DATE





3

PLAN

*NOTE: ACTUAL SIZE OF FOOTING DEPENDS ON

REINF.BOTHWAYS

SECTION

VERTICAL BARS

TIES OR HOOPS

COVER

NATURAL GRADE LINE

ACTUAL SOIL CONDITION AT SITE

W

TYP. FOOTING DETAIL

SCALE 1:30MTS.

WID

TH

LENGTH

TH

IC

H

MIN

. D

EP

TH

=

3

.0

0 M

.

12mmØ VERT. BARS SP. @ .60m &12mmØ HOR.

BARS EVERY 3 LAYERS OR 6"X350 PSI CHB

12mmØ DEFORMED BARS @

REINFORCEMENT

0.15

0.20

0.40

0.35

0.25

0.60

10mmØ TEMP. BARS SP.

@ .60M O.C. BW.

FIN. FLR. LINE

NAT. GRD. LINE

0.13

3" THK GRAVEL BEDDING

WALL FOOTING DETAIL

SCALE 1:30MTS.

FOOTING DESIGN

FOOTINGSIZE (m)

REBARS

SCHEDULE OF FOOTING

F1

F2

3.00 X 3.00 X 0.50

2.50 X 2.50 X 0.50

USE 15 - 28 mm Ø BARS BOTHWAYS

USE 20 - 28 mm Ø BARS BOTHWAYS

FOOTING TO SECOND FLOOR TO ROOF

COLUMN NO.SIZE (cm)

REBARS

SCHEDULE OF COLUMNS

C1 450 x 450

STIRRUPS ( 12mm )

10 - 28 mm Ø

12mm Ø TIES 12 @ 50 mm : NEXT 10 @ 100 mm : REST @ 150 mm

TYPICAL BEAM DETAIL

SCALE: DNTS

@ SUPPORT@ MIDSPAN

ADDT'L TOP BARS CUT 2 BARS STRAIGHT

2 BARS STRAIGHT

ADDT'L BOTTOM BARS CUT

STIRRUPS SPACING

NOTE: NO SPLICE SHALL BE PERMITTED @ MIDSPAN FOR

BOTTOM BARS OR NEAR THE SUPPORTS FOR TOP BARS

MIN. SPLICE LENGTH = 40 X BAR DIAMETER

SCHEDULE OF BEAMS

BEAMS NO.

WIDTH

(mm)

DEPTH

(mm)

STIRRUPS

MIDSPAN REINFORCEMENT

TOP BARS BOTTOM BARS TOP BARS BOTTOM BARS

SUPPORT REINFORCEMENT

600

3 - 25 mm Ø 5 - 25 mm Ø 5 - 25 mm Ø 3 - 25 mm Ø

12 mm Ø STIRRUPS: 15 @ 50mm FROM FACE OF SUPPORT

NEXT 14 @ 100 mm REST @ 150 mm.

B1 300

500

2 - 25 mm Ø 5 - 25 mm Ø 5 - 25 mm Ø 2 - 25 mm Ø

B2 300

600

3 - 28 mm Ø 6 - 28 mm Ø 6 - 28mm Ø 3 - 28 mm Ø

B3 400

SHORT DIR. BAR SPACING

MIDSPAN REINF. ( BOTTOM LAYER )

LONG DIR. BAR SPACING

CONT./DISCONT. EDGE REINF.

( TOP LAYER )

REINF. @ LONG DIR.

RE

IN

F. @

S

HO

RT

D

IR

.

CONT./DISCONT. EDGE REINF.

( TOP LAYER )

MIDSPAN REINF.

( BOTTOM LAYER )

25 mm COVER

SECTION

TYPICAL SLAB DETAIL

SCALE 1:100MTS.

STRUCTURAL DESIGN OF SLAB

SLAB NO.

S1

S2

SHORT DIRECTION BAR SPACING LONG DIRECTION BAR SPACING

THICKNESS

MIDSPAN

( BOTTOM LAYER )

CONTINOUS EDGE

( TOP LAYER )

DISCONTINOUS EDGE

( TOP LAYER )

MIDSPAN

( BOTTOM LAYER )

CONTINOUS EDGE

( TOP LAYER )

DISCONTINOUS EDGE

( TOP LAYER )

12 mm Ø @ 100 mm

12 mm Ø @ 100 mm

150 mm12 mm Ø @ 100 mm 12 mm Ø @ 100 mm 12 mm Ø @ 100 mm

150 mm12 mm Ø @ 100 mm 12 mm Ø @ 100 mm 12 mm Ø @ 100 mm 12 mm Ø @ 100 mm 12 mm Ø @ 100 mm

12 mm Ø @ 100 mm 12 mm Ø @ 100 mm

SCHEDULE OF TIE BEAMS

BEAMS NO.

WIDTH

(mm)

DEPTH

(mm)

STIRRUPS

MIDSPAN REINFORCEMENT

TOP BARS BOTTOM BARS TOP BARS BOTTOM BARS

SUPPORT REINFORCEMENT

600

3 - 25 mm Ø 3 - 25 mm Ø

TB1

300

TB2

TB3


NEXT 6 @ 100 mm REST @ 150 mm.

B4 300

2 - 20 mm Ø 4 - 20 mm Ø 4 - 20 mm Ø 2 - 20 mm Ø

400

FOOTING TO GROUND FLOOR

C0 450 x 45010 - 28 mm Ø


NEXT 14 @ 100 mm REST @ 150 mm.


NEXT 14 @ 100 mm REST @ 150 mm.


NEXT 14 @ 100 mm REST @ 150 mm.





12mm Ø TIES 12 @ 50 mm : NEXT 10 @ 100 mm : REST @ 150 mm

5- 25 mm Ø 5- 25 mm Ø

3 - 25 mm Ø 3 - 25 mm Ø

300

5- 25 mm Ø 5- 25 mm Ø

3 - 25 mm Ø 3 - 25 mm Ø

300

5- 25 mm Ø 5- 25 mm Ø

600

600

B5 200

2 - 20 mm Ø 4 - 20 mm Ø 4 - 20 mm Ø 2 - 20 mm Ø


NEXT 14 @ 100 mm REST @ 150 mm.

400

SCHEDULE COLUMNS

SCHEDULE OF BEAMS & TIE BEAMS

STRUCTURAL DESIGN OF SLABS

FOOTING DETAIL & WALL FOOTING DETAIL

TYPICAL BEAM DETAIL

TYPICAL SLAB DETAIL

0.2

5

0.8

0

0.70

+ - 3

.5

0

T-0.18

STAIR DETAIL

SCALE 1:40MTS.

12 mm Ø NOSING

16 mm Ø BARS

T

=

0

.

1

8

16 mm Ø @ 140 mm O.C.

10 mm Ø @ 300 mm O.C.

TEMP. BARS

16 mm Ø @ 130 mm O.C.

NOTE: VERIFY ACTUAL NUMBER OF STEPS

10 mm Ø @ 250 mm O.C.

SEE SPOT DETAIL

T

=

0

.

1

8

16 mm Ø @ 140 mm O.C.

10 mm Ø @ 300 mm O.C. TEMP. BARS

16 mm Ø @ 130 mm O.C.

12 mm Ø NOSING

10 mm Ø @ 250 mm O.C.

16 mm Ø @ 130 mm O.C.

0.30

0.1

8

0.05

SPOT DETAIL

SCALE 1:10MTS.

STAIR & SPOT DETAIL


A PROPOSED

APPROVED BY:

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:

06 - 30- 2015

51177019

12 - 04 - 2015

0141741

at mid-span at support

For TB1,TB2, TB3, & B1


For B2


For B3

For B4


For B5


S

A PROPOSED

APROVED AS PER PLAN: S E A L : PROJECT TITLE: APPROVED BY: SHEET CONTENT: SHEET #:

2

FOUNDATION PLAN

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:



PROSE IVY G. YEPES



ISSUED BY :


DATE




10.000

21.213

10.607

5.303

5.303

3.450

6.325

7.7256.0256.2506.250

6.025 6.250 6.250 6.025

7.275

3.000

6.025

10mm Ø MATTING BARS

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

FOUNDATION PLAN

SCALE 1:200M

F1C1 F1C1 F1C1 F1C1 F1C1 F1C1 F1C1

F2C1 F2C1 F2C1 F2C1 F2C1




F1C1

F1C1

F2C1

F2C1

F2C1

F2C1

F2C1 F2C1


ELEV. ON FILL @ +- 0.50m

( CONCRETE SLAB @ 0.10m)

F2C1

F2C1

F2C1

F2C1

7.725

7.275

6.100

3.450

6.025

46.025

6.025

25.000

TB1 TB1 TB1 TB1 TB1 TB1


TB1 TB1 TB1 TB1 TB1 TB1 TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1

TB1


TB2

TB2

TB2TB2

TB2TB2

TB2

TB2

TB2

TB3

TB3

TB3

10mm Ø MATTING BARS

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

ELEV. ON FILL @ +- 0.50m

( CONCRETE SLAB @ 0.10m)

45°

TB3

TB3

TB1

TB2

F2C0

F2C0

F2C0

F2C0

TB1

S1

S1

S1

B2

B2

B2

B2

TB3

TB2

TB3

B2

B2

3




06 - 30- 2015

51177019

12 - 04 - 2015

0141741

UNIVERSITY LIBRARY

10.000

21.213

3.450

6.325

7.7256.0256.2506.250

6.025 6.250 6.250

7.275

3.000

6.025

40.000

C1 C1 C1 C1 C1 C1 C1

C1 C1 C1 C1 C1

C1 C1 C1 C1 C1

C1 C1 C1 C1 C1

C1 C1 C1 C1 C1

C1

C1

C1

C1

C1

C1

C1 C1

2ND FLOOR FRAMING PLAN

SCALE 1:200M

6.025

s



ISSUED BY :


DATE




7.725

7.275

6.100

3.450

6.025

S2 S2 S2 S2 S2

S2 S2 S2 S2 S2

S2S2

S2

S2

S1 S1 S1 S1 S1

S1

S1

S1

S1

S1

S1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1 B1

B1

B1

B1

B1

B2

B1

B1

B1B1

B1

B1

B1

B1 B1B1

B1

B1

B2

B2

B2

B3

B3

B3

B3

B2

B1

B2

B3

B3

B1

B1

B1

B1

B2

B2

B4 B4 B4 B4 B4

1.275

B1B1B1B1B1

B1B1B1B1B1

B1B1B1B1B1

10.6070

B1B1

B1 B1

B1

B1 B1 B1 B1 B1

S2 S2 S2 S2 S2

S2 S2 S2 S2 S2

B1 B1 B1 B1 B1

B1 B1 B1 B1 B1

S2 S2 S2 S2 S2

S2 S2 S2 S2 S2S2

S2B1 B1 B1 B1 B1 B1 B1 B1

B5

B5

B5B5B5B5B5

B5B5B5B5B5

B5B5B5B5B5

S2S2

3 3

A PROPOSED

APROVED AS PER PLAN: S E A L : PROJECT TITLE: APPROVED BY: SHEET CONTENT: SHEET #:

SECOND FLOOR FRAMING PLAN

DATE :

PTR NO.:

DATE :

TIN NO.:

PRC NO.:



PROSE IVY G. YEPES





12 - 04 - 2015

0141741

06 - 30- 2015

51177019

B2

UNIVERSITY LIBRARY

S2

B2

municipality of sogod - southern leyte state … sought in all the provisions of the national...

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