Construction of Multi-Purpose Building in Brgy. Iv, San Jose, Occidental Mindoro

REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE REGIONAL OFFICE IV-B MAMBURAO, OCCIDENTAL MINDORO

CONSTRUCTION OF MULTI-PURPOSE BUILDING IN BRGY. IV, SAN JOSE, OCCIDENTAL MINDORO

Coordinates Latitude:13.35232 N Longitude: 121.06089 E

B 0.50 0.65 1.10 3.05 1.10 1.47 1.10 0.80

1.18 1.33 0.30 5.50 0.88 1.20 1.20 1.20 0.80 2.40 1.10 2.10 1.10 0.90 0.90 0.90 0.90

1.50 0.75 1.10 A 0.40 1.20 1.20 1.20 1.98 1.85 0.50 2.40 2.10 0.95 0.90 0.90 0.90 0.50 0.60

0.60 0.55 0.43 0.50

4.00 2.50 1.50

SECOND FLOOR PLAN LEFT SIDE ELEVATION REAR ELEVATION

1 2 3 1 2 3 A B 4.00 4.00

2.20 0.88 0.36 0.80 1.10 0.82

5.04 B 5.04 1.10 1.90 2.36 1.10 1.47 1.18 1.33 0.30 5.50 1.10 0.60 1.20 0.80 1.10 2.40 2.10 2.10 1.60 0.90 0.90 1.50 1.10 A 0.40 0.60 1.98 1.20 1.85 2.40 1.25 2.10 1.60 0.95 0.95 0.90 0.50 0.60 1.81

0.55 0.43 0.50 1.20

4.00 2.50 1.50

GROUND FLOOR PLAN FRONT ELEVATION RIGHT SIDE ELEVATION

5.04 1.47 0.10 1.20 2.40 2.10 2.10 0.90 0.90 0.40 0.15 0.18 2.40

2.10 1.18 1.40 0.95 0.90 0.60

LONGITUDINAL SECTION REAR ELEVATION

1.60 0.80 0.60 0.70 1.25

0.80 2.10 2.10 2.10 2.10 2.10 1.00 1.00 1.00

2.20 1.10 0.55 4.20(VERIFY) 0.60 1.90(VERIFY)

1.00 0.55 0.55 0.55 0.55 0.43 0.55 0.55

1.10 0.60 1.20 1.20 0.80 0.80 0.50 2.10 2.10 1.60 0.90 0.90 0.90 0.90 0.90

SCHEDULE OF DOORS & WINDOW

PROJECT TITLE SHEET CONTENTS REVISION(S) DATE PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDED BY: APPROVED BY: SET NO. SHT NO. Republic of the Philippines DEPARTMENT OF PUBLIC WORKS & HIGHWAYS MINDORO OCCIDENTAL CONSTRUCTION OF DISTRICT ENGINEERING OFFICE MULTI-PURPOSE BUILDING AS SHOWN A-4 REGIONAL OFFICE IV - B IN BRGY. IV, SAN JOSE, DPWH-IV-B Mamburao, Occidental Mindoro OCCIDENTAL MINDORO 4 ELWYN F. CABRAL JOY L. HISTORILLO NELSON E. MABULAY RUEL V. UMALI JOSEFINO M. MELGAR, JR. 8 AIRPORT ROAD BRGY. 9, MAMBURAO OCC. MINDORO LOCATION : SAN JOSE, OCCIDENTAL MINDORO ENGINEER II ENGINEER II - BUILDING COORDINATOR CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER GENERAL NOTES : 1 2 3 4.00 4.00 1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE PROVISIONS 0.60 0.50 2.20 0.88 0.93 2.20 OF THE PHILLIPINE PLUMBING CODE,THE NATIONAL BUILDING CODE AND THE RULES AND 3000 REGULATION OF THE CITY / MUNICIPALITY 1000 1000 1000 2. COORDINATES THE DRAWINGS AND / WITH THE OTHER RELATED DRAWINGS AND SPECIFICATIONS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCY FOUND THEREIN 0.60

0.50 3. ALL PIPES SHALL BE INSTALLED AS INDICATED ON THE PLANS,ANY RELOCATION REQUIRED FOR B PROPER EXECUTION OF OTHER TRADES SHALL BE WITH THE PRIOR APPROVAL OF THE ARCHITECT 0.65 1.10 OR ENGINEER. 500 500 1.10

1.10 4. PROPOSED SANITARY UTILITIES,SHALL CONFORM TO THE ACTUAL LOCATION DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE CONTRACTOR. 0.80 1.18 1.33 5.50 0.88 5. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MENTAIN A MINIMUM OF 1 % UNLESS OTHERWISE SPECIFIED. 1.10 1.10 1.50 1.10 6 SIZES OF WATER SUPPLY PIPES FIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS A SPECIFIED 1.98 1.85

0.86 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT THE SITE AND COORDINATE THE WOKS WITH SEWER LINE EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE CONNECTING POINT. 0.50 12mm Dia. RSB Bars SP. @ 150mm O.C. Bothways 8. ALL PIPE SIZES ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. 4'' CHB w/ Plain Cement 0.60 0.55 0.43 0.50 Finish 4.00 2.50 1.50 PLAN LEGEND :

SECOND FLR PLUMBING SANITARY LINE

WATER LINE 3000 FCO FLOOR CLEAN OUT 1 2 3 MH CO MH CO MH 4.00 4.00 10mm RSB Bars SP. VTR VENT THRU ROOF @ 300mm O.C. Bothways

2.20 0.88 0.36 0.80 1.10 0.82 LAV LAVATORY

WC WATER CLOSET 10mm RSB Hor. Bars SP. @ Every E Layer of CHB B FD FLOOR DRAIN

1.10 10mm RSB Vert. Bars SP. @ 600mm 2.36

1.10 GV GATE VALVE 10mm RSB Bars SP. 1.18 1.33 @ 300mm O.C. Bothways 5.50 1.10 CV CHECK VALVE SLOPE SLOPE 1.10 1.50

1.10 LW LEACHING WELL 3-12mm TEMP. Bars A w/ 10mm Dia Stirrups SP @ Every 1.98 1.85 DG DIGESTIVE CHAMBER 250mm O.C.

0.86 375 375 375 375 0.50 FD FLOOR DRAIN 1.81 SECTION 0.55 0.43 0.50 PVCSSP PVC SOIL STACK PIPE

4.00 2.50 1.50 HB HOSE BIBB DETAIL OF SEPTIC TANK

PVCDN PVC WATER LINE DOWN GRND FLR PLUMBING PVCDS PVC DOWN SPOUT

0.60 0.50 2.20 0.88 0.93 2.20

S C H E D U L E O F F O O T I N G C O L U M N S C H E D U L E 0.60

B 0.50 0.65 1.43 8.65 300 600 1.10 1.10 0.80 1.18 1.33 5.50 250 2.05 0.88 200 8.35 8.01 1.10 1.10

1.50 400 1.10

A 3.25

4.01 DETAIL OF WF-1 1.98 1.85 0.50

CANTILEVER L1 L2 0.60 0.55 0.43 0.50 L1/4 L1/4 L2/4 L2/4 4.00 2.50 1.50 BAR 'C' EXTRA TOP BAR 'C' EXTRA TOP

BAR 'A' CONT TOP 300 2ND FLR FRAMING PLAN 175

1 2 3 BAR 'D' EXTRA BOTT BAR 'D' EXTRA BOTT 4.00 4.00

L1/5 L2/5 2.20 0.88 0.36 0.80 1.10 0.82 L1/5 L2/5

SPACING OF STIRRUPS SPACING OF STIRRUPS EXT SUPP EXT SPAN INT SUPP INT SPAN INT SUPP 0.40 B TYP R.C. BEAM ELEVATION 1.10 0.200 2.36

1.10 SPACING OF STIRRUPS 1.18 1.33 A- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 @ 0.15,2 @ 0.20 REST @0.30 175

5.50 B- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 @ 0.20, REST @ 0.30 1.10 C- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 REST @ 0.20 7.35 1.10 1.50

1.10 B B 3.34 A EXTRA BOTT BARS 175 @ SUPPORT TOP BARS 1.98 1.85 0.50 DD DD

1.81 STIRRUPS STIRRUPS

0.55 0.43 0.50 EXTRA BOTT BARS BOTT BARS @ MID-SPAN 4.00 2.50 1.50 TYP. FOOTING DETAIL

FOUNDATION PLAN TYP.R.C.BEAM SECTION TYP.R.C.BEAM SECTION @ SUPPORT @ MID-SPAN

TYP.R.C.BEAM SECTION

5.04 0.85 1.47 1.47 0.30 0.30

1.20 1.20 1.20 1.00 1.00 1.00 0.30

6.75 TYP.DETAIL OF T-1 TYP.DETAIL OF T-3 A B 1

0.60 0.50

5.04 1.47 0.30

1.00 1.00 1.00 0.30 TYP.DETAIL OF T-2 1 2 3 4.00 4.00

0.60 0.50 2.20 0.88 0.93 2.20

SPOT DETAIL-1 0.60 0.50 B SIZES R E I N F O R C E M E N T S 0.65

1.10 BEAM SPACING WIDTH DEPTH BAR 'A' BAR 'B' BAR 'C' EXTRA TOP BAR 'D' EXTRA BOTT OF

1.10 MARK STIRRUPS 1.10 B D CONT TOP CONT BOTT EXT SUPP INT SUPP EXT SPAN INT SPAN 0.80 1.18 1.33 5.50 TB-1 0.2O 0.40 2-16 MM 2-16 MM 2-16 MM 2-16 MM B 0.88 1.10 1.10 1.50

1.10 2FB-1 2-16 MM A A 0.20 0.40 3-16 MM 3-16 MM 2-16 MM

1.98 2FB-2 0.40 2-16 MM 2-16 MM A 1.85 0.20 2-16 MM 2-16 MM 6.75 0.85

0.50 2FB-3 0.175 0.30 2-16 MM 2-16 MM 2-16 MM 2-16 MM C

0.60 0.55 0.43 0.50 RB-1 0.175 0.30 2-16 MM 2-16 MM 2-16 MM 2-16 MM B 4.00 2.50 1.50 FB-1 0.175 0.20 2-16 MM 2-16 MM C ROOF FRAMING PLAN

0.60 0.50 2.20 0.88 0.93 2.20 0.60 F B 0.50 0.65 1.10 1.10 1.10 0.80 1.18 1.33 5.50 F 0.88 1.10 1.10 1.50 A 1.10 1.98 1.85 0.50

0.60 0.55 0.43 0.50

4.00 2.50 1.50

2ND FLR POWER/LIGHTING

)'0'4#.016'5 1 2 3 4.00 4.00

2.20 0.88 0.36 0.80 1.10 0.82

B 1.10 2.36 1.10 1.18 1.33F F 5.50 1.10 1.10 1.50 A 1.10 1.98 1.85 0.50 1.81

0.55 0.43 0.50

4.00 2.50 1.50 '.'%64+%#.4+5'4&+#)4#/ GRND FLR POWER/LIGHTING