REPUBLIC OF THE PHILIPPINES DEPARTMENT OF ......RHUELLE VALENTIN T. JANER ARCHITECT II 5 ASSISTANT...

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

NUEVA VIZCAYA 2ND DISTRICT ENGINEERING OFFICE

REGIONAL OFFICE II

DUPAX DEL NORTE, NUEVA VIZCAYA

C. Y. 2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

CONSTRUCTION OF MULTI-PURPOSE BUILDING,

FERDINAND DF. BAYABOS

ENGINEER III (CHIEF, PLANNING AND

DESIGN SECTION)

DATE:

SUBMITTED:

PERFECTO E. URBAN, JR.

RECOMMENDED:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:

APPROVED:

BARANGAY CABAYO, KAYAPA, NUEVA VIZCAYA

ASSISTANT DISTRICT ENGINEER

DATE:

A

5000

5000

5000

5000

ROOF LINE

1000

B

15000

7500 7500

1000 1000

17500

1

2

3

4

5

2500

0

2730

0

ROOF

LINE

ROOF

LINE

COVERED COURT

250 250

150

EXISTING FLOOR SLAB

5000

15000

1000

10001000

6ROOF LINE

17500

250 250

150

7500 7500

5000

5000

5000

5000

1000

2500

0

2730

0

150

5000

1000

150



NUEVA VIZCAYA

2ND DISTRICT ENGINEERING OFFICE

REGIONAL OFFICE II


PROJECT NAME AND LOCATION: SHEET CONTENTS: REVIEWED: RECOMMENDED: APPROVED: SET NO: SHEET NO:SUBMITTED:PREPARED:

DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:


ENGINEER III,(CHIEF,PLANNING

AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


A

3

3

10

REYNALDO V. RAGASA, JR.

ENGINEER II

RHUELLE VALENTIN T. JANER

ARCHITECT II

5


DATE:

FLOOR PLAN

SCALE:

1 FLOOR PLAN1:150Mts.A 3

C. Y. 2021 PROJECT




100

8000

4900

800

2200

7150

750

A B

15000

7500 7500

1000 1000

17500

0.40mm CORRUGATED TYPEPRE-PAINTED ROOFING SHEET

2-6mm x 50mm x 50mm ANGLEBAR TOP CHORD, BOTTOM CHORD& WEB MEMBERS.

REINFORCED CONCRETE COLUMN,PLAIN CEMENT PLASTERED &PAINTED FINISH

RIDGE LINE

TOP OF ROOF BEAM

BOTTOM OF TRUSS

FFL (EXISTING)

FGL

6mm THK. GUSSET PLATE

0.40mm THK. PRE-PAINTEDG.I. END FLASHING.

Ø75mm PVC DOWNSPOUT,PAINT FINISH.

0.40mm THK. PRE-PAINTEDG.I. RIDGE ROLL

0.40mm THK. PRE-PAINTED G.I. GUTTER

OPEN

COVERED COURT

2-15mm x 50mm x 150mm x 2mmTHK. C-PURLINS STEEL FASCIA,PAINT FINISH.

250 250

OPEN

COVERED COURT

OPEN

1 2 3

8000

4900

800

2200

7150

750

RIDGE LINE

TOP OF ROOF BEAM

BOTTOM OF TRUSS

FFL (EXISTING)

FGL

REINFORCED CONCRETECOLUMN, PLAIN CEMENTPLASTERED & PAINTED FINISH


100


0.40mm THK.PRE-PAINTED G.I. END

FLASHING.


0.40mm THK. PRE-PAINTEDG.I. GUTTER

2-15mm x 50mm x 150mm x2mm THK. C-PURLINS STEELFASCIA, PAINT FINISH.

COVERED COURT

OPEN OPEN OPEN

4 5 6



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


A

4

4

10


ENGINEER II


ARCHITECT II

5


DATE:

FRONT AND REAR ELEVATION

TYPICAL SIDE ELEVATION

C. Y. 2021 PROJECT




SCALE:

2 TYPICAL SIDE ELEVATION1:150Mts.A 4

SCALE:

1 FRONT & REAR ELEVATION1:150Mts.A 4

100

8000

4900

800

2200

7150

750

RIDGE LINE

TOP OF ROOF BEAM

BOTTOM OF TRUSS

FFL (EXISTING)

FGL

A B

15000

7500 7500

1000 1000

17500

250 250

OPEN


2-6mm x 50mm x 50mm ANGLEBAR TOP CHORD, BOTTOM CHORD& WEB MEMBERS, SEE TRUSSDETAILS.

REINFORCED CONCRETE COLUMN,PLAIN CEMENT PLASTERED &PAINTED FINISH

6mm THK. GUSSET PLATE



0.40mm THK. PRE-PAINTEDG.I. GUTTER

RB1RB1

2-15mm x 50mm x 150mm x 2mmTHK. C-PURLINS STEEL FASCIA,PAINT FINISH.

5000

5000

5000

1000

1

2

3

2500

0

2730

0

150

A B

15000

7500 7500

1000 1000

17500

250 250



5000

5000

2730

0

5000

150

1000

2500

0

4

5000

5000

5000

5000

5

6

SLOP

E

SLOP

E

GA 26

PRE

-PAI

NTED

END

FLAS

HING

w/

2-15

mm x

50mm

x 15

0mm

x 2.0

mm TH

K. C-

PURL

INS

STEE

L FAS

CIA,

PAIN

T FIN

ISH.

GA 26

PRE

-PAI

NTED

END

FLAS

HING

w/

2-15

mm x

50mm

x 15

0mm

x 2.0

mm TH

K. C-

PURL

INS

STEE

L FAS

CIA,

PAIN

T FIN

ISH.

GA 26 PRE-PAINTED END FLASHING w/ 2-15mm x 50mm x 150mm x 2.0mm THK. C-PURLINS STEEL FASCIA, PAINT FINISH.

GA 26 PRE-PAINTED END FLASHING w/ 2-15mm x 50mm x 150mm x 2.0mm THK. C-PURLINS STEEL FASCIA, PAINT FINISH.



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


A

5

5

10


ENGINEER II


ARCHITECT II

5


DATE:

ROOF PLAN

CROSS SECTION

SUMMARY OF QUANTITIES

C. Y. 2021 PROJECT




SCALE:

1 ROOF PLAN1:150Mts.A 5

SCALE:

2 CROSS SECTION1:150Mts.A 5



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


S

1

6

10


ENGINEER II


ARCHITECT II

5


DATE:

GENERAL NOTES & STANDARD DETAILS

C. Y. 2021 PROJECT




SCALE:

1 GENERAL NOTES & STANDARD DETAILSNts.S 1

SCALE:

1B TYPICAL REINFORCEMENTS DETAILSNtts.S 1

SCALE:

1A CONTROL JOINTS FOR SLAB-ON-FILLNts.S 1

SCALE:

1C BEAM CONSTRUCTION JOINTNts.S 3

SPLICING REQUIREMENT OF REINFORCING BARS "Ls" or "Ld"

BEAMS COLUMNS FLOOR SLABSNOTE:

Ld = DEVELOPMENT LENGTH OF RE-BARS

ABOVE VALUES SHALL BE THE MINIMUM

SPLICE OR DEVELOPMENT LENGTH.

ADDITIONAL MODIFICATION FACTORS OF

ACI (CHAPTER 12) SHALL BE USED

WHEREVER APPLICABLE. 36mmØ BARS

FOR BEAMS SHALL NOT BE BUNDLED.

REMOVAL OF FORMS & SHORINGS CAMBER REQUIREMENT

BAR

SIZE

16Ø

20Ø

25Ø

SINGLE & 2 BAR BUNDLE THREE BAR BUNDLE

600mm

750mm

925mm

BOTTOM BARS TOP BARS

750mm

950mm

1200mm

800mm

1100mm

925mm

900mm

1450mm

1200mm

BAR

SIZE

20Ø

25Ø

BOTTOM BARS TOP BARS

VERTICAL REINFORCEMENT

1000mm

1500mm

10Ø

12Ø

400mm

500mm

SINGLE &

2 BAR BUNDLE

SINGLE & 2 BAR BUNDLE THREE BAR BUNDLE

BAR

SIZE

STRUCTURAL ELEMENTS

WALLS, COLUMNS, BEAMS, GIRDER

SIDES & SLAB ON GRADE

JOIST, BEAMS &

GIRDER SOFFIT

ONE-WAY

FLOOR SLABS

CLEAR SPAN BETWEEN SUPPORTS

MINIMUM TIME PERIOD (DAYS)

-

UNDER 3.00m

3.00m TO 6.00m

OVER 6.00m

UNDER 3.00m

1

7

14

21

4

7

10

ELEMENT

R.C. BEAMS

CANTILEVER R.C. BEAMS

R.C. SLABS

MINIMUM CAMBER

6mm FOR EVERY 4.50m SPAN

18mm FOR EVERY 3.00m SPAN

3mm FOR EVERY 3.00m SHORTER SPAN

3.00m TO 6.00m

OVER 6.00m



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


S

2

7

10


ENGINEER II


ARCHITECT II

5


DATE:

STANDARD DETAILS

C. Y. 2021 PROJECT




SCALE:

STANDARD DETAILSNts.

1

S

SCALE:

INTERIOR COLUMN TERMINATION BENDNts.

1A

S SCALE:

TYPICAL BEAM PENETRATION DETAILNts.

1B

S SCALE:

TYPICAL PLAN OF BEAM / GIRDER COL. JOINTNts.

1C

S

SCALE:

BEAM RE - BAR TERMINATION BENDNts.

1D

S

SCALE:

TYPICAL BEAM & GIRDER RE-BAR LAYOUTNts.

1E

SSCALE:

CORNER / EXTERIOR COL. TERMINATION BENDNts.

1F

S

2 2 2

2

22

2

AutoCAD SHX TextNOTE :

AutoCAD SHX TextNOTE :

A

5000

5000

5000

5000

3500

2650

0

B

150007500 7500

16500

1

2

3

4

5

2500

0

2650

0 COVERED COURT

1500

2500

0

EXISTING FLOOR SLAB

F1,C1

F1,C1

F1,C1

F1,C1

F1,C1

F1,C1

F1,C1

F1,C1

F1,C1

F1,C1

300

500

300

500

300

500

300

500

300

500

135001500 1500

3500

1500

1500

3500

1500

1500

3500

1500

1500

1500

15000

6

16500

1500

1500

F1,C1 F1,C1

150013500

300

500

1500

3500

SCHEDULE OF BEAMS

RB1

MARK

DEPTH

REBARS

250 ∅16mm

WIDTH

DIMENSIONS (mm)

400

(∅mm)LEFT SUPPORT

TOP BOTTOM

MIDSPAN

TOP BOTTOM

RIGHT SUPPORT

TOP BOTTOM

( UNLESS OTHERWISE

SPECIFIED )

STEEL REINFORCEMENTSSIDE

BARS

∅12mm

5 2 2 3 5 2 NONE 8-50mm, 4-100mm, REST @ 150mm OCTMDS

STIRRUPS USE 10mm∅

SCHEDULE OF FOOTING

F1

MARK

WIDTH Thickness

REINFORCEMENT

1500 350 8-∅16mm

LENGTH

DIMENSIONS (mm)

Excavation

DEPTH

BAR X

SQUARE FOOTING

BAR Y

REMARKS

15001500 8-∅16mm

SCHEDULE OF COLUMN

C1

MARK

WIDTH

VERTICAL BARS

500 8-∅20mm

DEPTH

DIMENSIONS (mm)

DOUBLE CLOSE TIES

300

∅10mm SPACED @ 10-50mm, 5-100mm, 3-75mm,3-100mm, REST 150mm OCTMDS.

(USE: ∅10mm UNLESS OTHERWISE SPECIFIED)

( W ) ( T )( L )

( W )( D )

5000

WELDED TO 6mm THK.

250

400

3-Ø16mm

L/4 L/4

L/5L/5

L = EFFECTIVE LENGTH

400

BAR - X

T0.

10

1.50

W

L

D

W

BAR

- Y

8-Ø20mm VERTICAL BARS w/ Ø10mmRSB DOUBLE CLOSE TIES SPACED@ 10-50mm, 5-75mm, 3-100mm,REST @ 150mm O.C., TOWARDS MID HEIGHT.

PLAN

SECTION

GRAVEL BEDDING

8-Ø16mm RSBEACH WAY

8-Ø20mm VERTICAL BARS w/ Ø10mm RSB DOUBLE CLOSE TIES SPACED @10-50mm, 5-75mm, 3-100mm, REST @ 150mm O.C., TOWARDS MID HEIGHT.

EXISTING FFL

FGL

8-Ø16mm RSBEACH WAY

EXTRA BARS (BOTTOM)

EXTRA BARS (TOP)

600

SEE TYPICALCONNECTION DETAIL

MAIN BARS (BOTTOM)

MAIN BARS (BOTTOM)

SEE TYPICALCONNECTION

DETAIL

@ SUPPORT

2-Ø16mm

2-Ø16mm

RB-1250

400

2-Ø16mm

3-Ø16mm

@ MID-SPAN

Ø10mm STIRRUPS SPACED @ 8-50mm,4-100mm, REST @ 150mm OCTMDS



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


S

3

8

10


ENGINEER II


ARCHITECT II

5


DATE:

C. Y. 2021 PROJECT




SCALE:

FOUNDATION PLAN1:150Mts.

1

S

SCALE:

TYPICAL F1,C1 DETAILS1:40Mts.

2

S

SCALE:

ROOF BEAM DETAILS1:40Mts.

3

S

3

3

3

FOUNDATION PLANTYPICAL F1,C1 DETAILS

SCHEDULE OF FOOTING, COLUMN & BEAMSROOF BEAM DETAILS

5

6

A

5000

B

15000

7500 7500

17500

1

2

TRUSS

TRUSS

RB-1

RB-1

LS

1250 1250

Ø12mm x 0.75m SAG ROD w/ N & W.SPACED AS SHOWN.

1150

1684

1631

1684

LOCATION OF STEELTURN BUCKLES.

15mm x 50mm x 150mm x 2.0mm THK.C-PURLINS SPACED @ 750mm O.C.

3000

6000

1150

Ø16mm CROSS -BRACING FULLY

WELDED TO 6mm THK.BUCKLE PLATE.

3

4

SEE LC PURLIN SPLICEPLATE CONN. DET.

5000

5000

5000

5000

1150

2730

0

2500

0

1684

1631

1684

1684

1631

1684

1684

1631

1684

1684

1631

1684

1150

COVERED COURT ROOF

1750015000

7500 7500

SCHEDULE OF TRUSS MEMBERS &

L A T E R A L S T R U T S

A

MARK

WELDS (mm)

2 - 50mm x 50mm

TRUSS MEMBER (mm)

SIZE

Thickness

L1

6

(mm)

L2 L3

FULL WELD

B

C

D

6

6

6

2 - 50mm x 50mm

2 - 50mm x 50mm

2 - 50mm x 50mm

E 62 - 50mm x 50mm

F 62 - 50mm x 50mm

FULL WELD

FULL WELD

FULL WELD

FULL WELD

FULL WELD

2730

025

000

A

B

C

D

F

E

E

F

DETAIL H

DETAIL G

600

2850

1000 250

250

9 EQUAL DIVISIONS

7500

5 EQUAL DIVISIONS

600

TRUSS1-SET

LATERAL STRUT1-SET

USE: -200mm x 150mm x6mmTHK. GUSSET PLATES.

USE: -200mm x 150mm x6mmTHK. GUSSET PLATES.

FULL WELD @ EVERY GUSSET PLATES

℄

200

400

400

300

150

250 2501000

DETAIL G

550

450

800

310

50

250mm x 400mm x6mmTHK SHEAR PLATE.

50mm x 50mm x 6mm ABTC, BC, & MEMBERS.

250mm x 800mm x12mmTHK SHEAR PLATE

200mm x 150mm x6mmTHK. GUSSET PLATES

250mm x 250mm x12mmTHK BASE PLATE

Ø16mm x 200mmANCHOR BOLTS

15mm x 50mm x 150mm x2.0mm THK. C-PURLINSSPACED @ 750mm O.C.

Ø 12mm x 0.75m SAGROD w/ N & W. SPACED AS SHOWN.

0.60mm THK. PRE-PAINTEDGUTTER.

750

100mm x 150mm x6mmTHK. GUSSET PLATES

RB - 1


DETAIL H

250

600

2-50mm ANGLE BARS TC & BC

150mm x 200mm x6mm GUSSET PLATE

8-Ø12mm x 50mmERECTION BOLTS

150mm x 200mm x6mm GUSSET PLATE

2-250mm x 600mm x 12mm RIDGE PLATE

ISOMETRIC DETAIL 12-250mm x 600mm x12mm RIDGE PLATE

8-Ø12mm x 50mmERECTION BOLTS

6-Ø16mm x 200mmANCHOR BOLTS

250mm x 800mm x12mmTHK SHEAR PLATE


250mm x 250mm x12mmTHK BASE PLATE


250mm x 400mm x6mmTHK SHEAR PLATE.

6mmTHK GUSSETPLATES

ISOMETRIC DETAIL 2

SAG ROD TO PURLIN CONNECTION DETAIL

15mm x 50mm x 150mm x2.0mm THK. C-PURLINS SPACED@ 750mm O.C.

0.50mm LONG SPANCORRUGATED TYPE PRE-PAINTEDMETAL SHEET

Ø12mm x 0.75m SAGROD w/ N & W.

50mm x 50mm x 100mmANGLE CLEATS

2-6mm x 50mm x 50mmANGLE BAR TOP CHORD.

750



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


S

4

9

10


ENGINEER II


ARCHITECT II

5


DATE:

C. Y. 2021 PROJECT




SCALE:

ROOF FRAMING PLAN1:150Mts.

1

S

SCALE:

TRUSS & LATERAL STRUT DIAGRAM1:100Mts.

2

S

SCALE:

TYPICAL TRUSS CONNECTION DETAILSNts.

3

S4 4

4

ROOF FRAMING PLANTRUSS & LATERAL STRUT DIAGRAM

TYPICAL TRUSS CONNECTION DETAILS

TOP CHORD

50

150

50

FROM 6 X 50 X50 X 100mm

ANGULARCLEATS.

6100

150

260

50

310

205

21

264

78

260

50

310

25

50

FOR NON-CONTINUOUS PURLINSSCALE: 1:10 MTS.

FULLY WELDED

121121

472

121121

150

6

15mm x 50mm x 150mm x 2.0mm THK.C-PURLINS SPACED @ 750mm O.C.

1006mm THK. SPLICEPLATE CONNECTOR(FULLY WELD)STAGGERED.

WELDED @ SPLICEDCONNECTION.

15mm x 50mm x150mm x 2.0mm THK.C-PURLINS SPACED @750mm O.C.

2-50 X 50 X6mm ANGLEBAR TOPCHORD.

TEK SCREW

FROM 6 X 50 X50 X 100mm

ANGULARCLEATS.

2-50 X 50 X6mm ANGLE

BAR TOPCHORD.

0.50mm LONG SPANCORRUGATED TYPEPRE-PAINTED METAL SHEET


FULLY WELDED

6mm THK. GUSSETPLATE

TOP CHORD

50

150

50

FULLY WELDED


2-50 X 50 X 6mmANGLE BAR TOPCHORD.

100TEK SCREW

FROM 6 X 50 X 50 X100mm ANGULAR CLEATS.

2-50 X 50 X6mm ANGLE

BAR TOPCHORD.

0.50mm LONG SPANCORRUGATED TYPEPRE-PAINTED METALSHEET

15mm x 50mmx 150mm x2.0mm THK.C-PURLINSSPACED @750mm O.C.

FULLY WELDED

6mm THK. GUSSETPLATE

65

150

150

300

2-15 X 65 X 150 X1.5mm THK.C-PURLINS STEELFASCIA, PAINTFINISH.

FULLY WELDED

FROM 6 X 50 X 50 X100mm ANGULAR

CLEATS.

0.50mm LONG SPAN CORRUGATED TYPEPRE-PAINTED METAL SHEET

2-1/2SIDE LAP

PANEL 2

PANEL 119mm

CORR

.(M

IN.)

150

Ø16mm PLAIN BARCROSS BRACING

FULLY WELDED

6mm THK. BUCKLEPLATE

TOP CHORD

GUSSET PLATE


FULLY WELDED


TOP CHORD

GUSSET PLATETYPICAL SECTION

PLAN (ROOF APEX)100

150

150

100100

150

150

100100

10015

0

100


FULLY WELDED


TOP CHORD

GUSSET PLATE


FULLY WELDED


TOP CHORD

GUSSET PLATE

100100

150

150

100100

100

150

100


FULLY WELDED


TOP CHORD

GUSSET PLATE

A B

PLAN (@ COLUMN)A B

SECTION


Ø12mm x 0.75m SAGROD w/ N & W. SPACEDAS SHOWN.

FROM 6 X 50 X 50 X100mm ANGULARCLEATS.

50

PLAN


Ø12mm x 0.75m SAGROD w/ N & W. SPACEDAS SHOWN.

FROM 6 X 50 X 50 X100mm ANGULARCLEATS.

TOP CHORD

GUSSET PLATE

FULLY WELDED


TEK SCREW

0.50mm LONG SPANCORRUGATED TYPEPRE-PAINTED METALSHEET

TEK SCREW @ EVERY 3rd CORR.

S 11

1

FOR CONTINUOUS PURLINSSCALE: 1:10 MTS.S 11

2

RIDGE ROLL BEND DIAGRAMSCALE: 1:10 MTS.S 11

3

PURLIN SPLICE PLATE DETAILSCALE: 1:10 MTS.S 11

4

GA 26 PRE-PAINTED RIDGEROLL

0.60mm THK.PRE-PAINTED

GUTTER

GA 26PRE-PAINTED

END FLASHING.

GUTTER & END FLASHING BEND DIAGRAMSCALE: 1:10 MTS.S 11

5

STEEL FASCIA DETAILSCALE: 1:10 MTS.S 11

6

CROSS-BRACING CONNECTION DETAILSSCALE: 1:10 MTS.S 11

7

TEK SCREW SPACINGSCALE: 1:10 MTS.S 11

8

ROOF PANEL SIDE LAP DETAILSCALE: 1:10 MTS.S 11

9

DETAIL OF PURLIN TO SAG ROD CONN. DETAILSSCALE: 1:10 MTS.S 11

10

267

256

15mm x 50mm x 150mm x 2.0mmTHK. C-PURLINS SPACED @

750mm O.C.

100

150

@ EXISITNG

EXISITNG C PURLIN



NUEVA VIZCAYA


REGIONAL OFFICE II



DESIGNED:

EDISON C. BASILIO

ENGINEER II

DATE:



AND DESIGN SECTION)

DATE:

GLENN C. MIGUEL

DISTRICT ENGINEER

DATE:


S

5

10

10


ENGINEER II


ARCHITECT II

5


DATE:

C. Y. 2021 PROJECT




FOR NON-CONTINUOUS PURLINS

FOR CONTINUOUS PURLINS

PURLIN SPLICE DETAIL

RIDGE ROLL BEND DIAGRAM

GUTTER & END FLASHING BEND DIAGRAM

STEEL FASCIA DETAIL

CROSS-BRACING CONN. DETAILS

TEK SCREW SPACING

ROOF PANEL SIDE LAP DETAIL

PURLIN TO SAG ROD CONN. DETAILS

CROSS-BRACING CONN. DETAILS

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF ......RHUELLE VALENTIN T. JANER ARCHITECT II 5 ASSISTANT...

Documents

Transcript of REPUBLIC OF THE PHILIPPINES DEPARTMENT OF ......RHUELLE VALENTIN T. JANER ARCHITECT II 5 ASSISTANT...