Construction of Evacuation Center, Brgy. Marikit, Paluan, 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 EVACUATION CENTER, BRGY. MARIKIT, PALUAN, OCCIDENTAL MINDORO

LATITUDE: 13.372090°N LONGITUDE: 120.468120°E

LOCATION: PALUAN, OCCIDENTAL MINDORO

Mananao Bario Pt. GuiguintoSto. Pt. Tomas Anolang Balang Talipanan Basil Bago Layag Agsigang Batotang Bato Lauan Calagian Lucutan Iba Apias Orilan Bantar 68 Camurong Cabignayan Amazona 67 Mt. Cabignayan Wawa Udalo Aluyan 65 66 Matabang Maduron 64 Calawagan K0445+499 Lumangbayan ABRA DE ILOG Tibag63 Alipaoy Anduyanan K0439+655 62 Lawaan 61 Lacbawan LAND USE AND ZONING Visayan 60 Magnot Mason R. Tara 59 K0441+516 58 Tinabunan Pamutusin Paluan R. 57 Lutic 56 Pamutusin Cove Lumang Bayan 55 Talusungan Marikit N 54 Balao Tugon P a l u a n B a y Binitin Ayasan San Vicente Mariil Cove Marikit 53 Buri Tuay 52 ARCHITECTURAL Camtas Pt. Mason 51 PALUAN Baclaran Culanguan 50 49 Mason R. Baluguhan Cabacao Tubili Balibago 48 98 Lanas Lake Mamara R. Esteban S i n a m b a l a n R . 47 Balantoy Maslud 46 A -1 Binarira Pt. Maslud R. K0417+423 45

Igsuso Tangkalan Igsuso Pt. Cabiguan 44 San Luis TITLE Ligang 43 Matamayor 42 Santol Mt. Micmic Tagawangawan Sinambalan Banilad 41 Payompon Balong Moro Dapi Bagraan K0408+149 40 Liliw Lagnas A l i t u n g a n R. O R I E N T A L M I N D O R O Balansay Mimping 39 Lanas MAMBURAO 38 37 Lagundian Sahing Calamintao O C C I D E N T A L M I N D O R O Maculbo 36 Bangayan A -2 Maculbo Pt. Baranggit Pitogo K0389+815 Cigaras Curtinganan Calumbayan Alacaak Lanas PERSPECTIVE Talabaan P a g b a h a n R. Culisan THE SITE 35 97 96 Aribugan Kawayaanan Carumbac 34 95 Oring 94 33 93 LOCATION MAP San Vicente Kabungahan Casague 92 Kabanabahan . SANTA CRUZ Mulawin 91 . 90 Lusacan K0382+696 B o c a y a o R 32 S a l a g a n R TABLE OF CONTENTS . Lumangbayan 31 89 . Pola Banganay 30 . E a g l e P a s s 29 M a m a l i R Imera P i n t i n R SITE DEV'T. PLAN A m n a y R Calanguan Anayasan Balatikan Amnay Dayap Barahan Bugtong Kawayan M t. F a c h e t R o v e n R. Pinagturilan

28 Bahay Pari A m n a y R. LINE & GRADE K0356+003 Patrick R. Celina R a y u s a n R .

El Dorado 27 A -3 Pagasa Paikot Victoria Pulong Gago C a t h e r i n e R. Cansaya Paitan Bangor Pass V i g a R P a n d a n R. San Agustin . Tagumpay SUMMARY OF QUANTITIES Pandan San Francisco . San Vicente Ibud 25 26 M o m p o n g R Ibud R. 24 Sto. Niño Tulaong R. 88 Buenavista Tabtaban Lake K0321+441 23 87 22 Batong Buhay 21 86 SABLAYAN Tuburan Arellano 84 85 A -4 Lula 82 Tuban SABLAYAN PENAL COLONY 18 83 20 8081 79 BAROKAN-SAHING Sta. Lucia 78 FLOOR PLAN Malisbong 19

Pandanan E. Aguinaldo 17 FRONT ELEVATION Dongon Pt. Ligaya

D o n g o n P t . LEFT SIDE ELEVATION 16 K0287+684 Burgos

Concepcion 14 Malpalon Sapaton 77 76 I r i r o n B a y Poypoy Tabonac Iriron Piri 13 75 Patay Ilog Amaling Balagbagan K0256+004 A -5 74 12 Manoot 73 K0272+105 New Dagupan Niyayos Tanyag Gutad K0263+005 CALINTAAN Aguas LONGITUDINAL ELEVATION Malatikwang Monte Claro Cahagnayon 72 71 11 CABACAO Batasan Malawaan CROSS ELEVATION Pitogo Magsikap ARCHITECTURAL Salvacion Mangat LONGITUDINAL SECTION 10 K0255+587 San Pedro Sto. Niño RIZAL 09 K0250+657 08 CROSS SECTION Rumbang Central Murtha

Adela Canwaling Camburay Alitaytayan San Agustin La Curva Baulan

Bayotbot

Bubog Magbay Paclolo 69 Mabini Bagong Sikat LEGEND: 70 05 Mapaya K0223+096 07 Labangan 04 STRUCTURAL Mangarin 06 Gapasan San Roque K0236+083 Lourdes SAN JOSE 03 C a g u r a y R. PROVINCIAL BOUNDARY Caminawit Gamot MUNICIPAL BOUNDARY Mangarin Bay K0222+657 CAPITAL MAGSAYSAY 02 Nicolas K0205+(-)224 Manga Labangan Bulo Bamban Caguray 01 Bukad Bukad Pucatod I l i n S t r a i t Bagaas MUNICIPALITY Ansiray Tikod Sibalat Bunuaga Lipat S-1 Bunuaga Iling Proper Guiod BARANGAY ILING IS. Laste Sta. Theresa Bankal Buluang Pt. Bungkalan SITIO Undaque Munturido Ambulong Batong Salamaga Alibog Manukan CONSTRUCTION NOTES AMBULONG IS. Inasakan NATIONAL ROAD Catayungan Bagocog Dumalaga Natandol GARZA IS. Pabugan Pt. PROVINCIAL ROAD BURI IS. Tabal RAMP DETAILS S i l a n g B a y Cabaong Pawican Pt. Pawican NATIONAL BRIDGES 01 Magirom Bugias Mangaagui Pt. TYPICAL WARNING SIGN LOCATION SCALE : 200,000 Iling Pt. AIRPORT

0 1 2 3 4 5 6 7 8 9 10

K I L O M E T E R S 0 1 2 3 4 5 6 7 8 9 10

M I L E S E L E V A T I O N I N M E T E R S S-2 FOUNDATION LAYOUT STRUCTURAL PERSPECTIVE FOOTING SCHEDULE FOOTING DETAILS LOCATION MAP COLUMN SCHEDULE

S-3 ROOF FRAMING PLAN BEAM DETAILS STRUT DETAILS

THIS SITE STRUCTURE S-4 N N TRUSS DETAILS BASE PLATE DETAILS TRUSS SPOT DETAIL S-5 FOUNDATION PLAN ROOF FRAMING PLAN TRUSS DETAIL TYP. STIFFINER FOOTING DETAIL DETAIL OF WF-1

ELECTRICAL E-1 ELECTRICAL RISER DIAGRAM PANELBOARD DETAILS LIGHTING LAYOUT

E-2 VICINITY MAP SITE DEV'T. PLAN SCHEDULE OF LOADS VOLTAGE DROP ANALYSIS SHORT CIRCUIT ANALYSIS

PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL : APPROVED BY: SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS MINDORO OCCIDENTAL CONSTRUCTION OF EVACUATION PERSPECTIVE DISTRICT ENGINEERING OFFICE CENTER, BRGY. MARIKIT, PALUAN, A- 2 LOCATION MAP REGIONAL OFFICE IV-B OCCIDENTAL MINDORO DPWH-IV-B MAMBURAO, OCCIDENTAL MINDORO VICINITY MAP SITE DEVELOPMENT 2 11 ELWYN F. CABRAL JOY L. HISTORILLO NELSON E. MABULAY SHERYLL B. MULINGBAYAN NAPOLEON S.FAMADICO LOCATION : PALUAN, OCCIDENTAL MINDORO AIRPORT ROAD BRGY. 9, MAMBURAO, OCC. MINDORO ENGINEER II ENGINEER II(BUILDING COORDINATOR) CHIEF, PLANNING & DESIGN SECTION OIC-ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL : APPROVED BY: SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS MINDORO OCCIDENTAL CONSTRUCTION OF EVACUATION DISTRICT ENGINEERING OFFICE CENTER, BRGY. MARIKIT, PALUAN, A- 3 REGIONAL OFFICE IV-B OCCIDENTAL MINDORO SUMMARY OF QUANTITIES DPWH-IV-B MAMBURAO, OCCIDENTAL MINDORO 3 11 ELWYN F. CABRAL JOY L. HISTORILLO NELSON E. MABULAY SHERYLL B. MULINGBAYAN NAPOLEON S.FAMADICO LOCATION : PALUAN, OCCIDENTAL MINDORO AIRPORT ROAD BRGY. 9, MAMBURAO, OCC. MINDORO ENGINEER II ENGINEER II(BUILDING COORDINATOR) CHIEF, PLANNING & DESIGN SECTION OIC-ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER 1 2 1 2

18.0

GA#26 PRE-PAINTED RIB-TYPE G.I. SHT.ROOFING

E APEX OF TRUSS 8.608.40

5.46 6.00 5.00 2 5.00 S - 4 3.00 2.60

8.60 8.60 TOP OF BEAM D 3.603.40

A5 3.60 3.60

FIN. FLOOR LINE 0.40 6.00 FIN. GRADE LINE 0.00

C 24.00

GA#26 PRE-PAINTED RIB-TYPE G.I. SHT.ROOFING E D C B A 6.00 24.00

0.80 6.00 6.00 6.00 6.00 0.80 2 A5 B

APEX OF TRUSS 8.608.40 6.00 5.00

1.00

A 8.60 TOP OF BEAM UP LANDING 1.30 3.603.40 2.00 RAMP 3.60

FIN. FLOOR LINE 0.40 0.00-0.20

18.00 GA#26 PRE-PAINTED RIB-TYPE 9.00 9.00 G.I. SHT.ROOFING APEX OF TRUSS

STRUT 8.608.40

STRUT

0.80 STRUT

E 5.00 5.00

8.60 8.60 TOP OF BEAM BEAM BEAM 3.40

6.00 3.60

R11.72

R11.72 3.60 3.60

D FIN. FLOOR LINE 0.40 0.00-0.20 6.00 GA#26 PRE-PAINTED RIB-TYPE G.I. SHT.ROOFING

24.00 PURLINS 150 x 50 x 20 x 1.20mm SPACED @ 0.70 m O.C. 2 E D A5 C B A 6.00 24.00

0.80 6.00 6.00 6.00 6.00 0.80 B APEX OF TRUSS 8.608.40 STRUT STRUT STRUT STRUT

STRUT STRUT STRUT STRUT 6.00 5.00

A 8.60 TOP OF BEAM

0.80 3.603.40 BEAM BEAM BEAM BEAM GA#26 PRE-PAINTED RIB-TYPE G.I. SHT.ROOFING 3.60

FIN. FLOOR LINE 0.40 0.00-0.20

A. GENERAL 1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS. 2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEELS, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED FOR ENGINEERS APPROVAL BEFORE FABRICATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS PIPE SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING & BRACINGS OF THE FIN. FLOOR LINE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.

B. CONCRETE & REINFORCEMENT

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318). 2. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT (28) DAYS W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMPS AS FOLLOWS.

LOCATION 28 DAYS STRENGTH MAX. SIZE AGGREGATE MAX. SLUMP FOUNDATION FOOTING 20.7 Mpa(3000 PSI) 3/4 IN. (19 MM) 4 IN. (100 MM) 1.02 M 1.00 M ELEVATOR SHAFT 20.7 Mpa(3000 PSI) 3/4 IN. (19 MM) 4 IN. (100 MM) COLUMNS 20.7 Mpa(3000 PSI) 3/4 IN. (19 MM) 4 IN. (100 MM) BEAMS, SLABS 20.7 Mpa(3000 PSI) 3/4 IN. (19 MM) 4 IN. (100 MM) SLAB ON GRADE 17.2 Mpa(2500 PSI) 3/4 IN. (19 MM) 4 IN. (100 MM)

3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 40 FOR DIAMETER 16 & SMALLER BARS AND GRADE 60 FOR DIA. 20 AND LARGER BARS. 1 S 1 4. IN GENERAL THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING REINFORCED 2.58 M CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN OR NOTED. 5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS. SUSPENDED SLABS 3/4 IN. (19 MM) SLAB ON GRADE 1 1/2 IN. (38 MM) WALLS ABOVE GRADE 1 IN. (25 MM) BEAM STIRRUPS AND COLUMN TIES 1 1/2 IN. (38 MM) WHERE CONCRETE IS EXPOSED TO EARTH BUT POURED AGAINST FORMS 2 IN. (50 MM) WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH 3 IN. (75 MM)

6. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE W/ TABLE 1 (TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE.

7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED & SECURED IN PLACE PRIOR TO PLACING OF CONCRETE. 8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENT'S AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 10mmØ VERTICAL BARS 9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS IMMEDIATELY AFTER 150mm THK. CHB POURING BY THE USE OF WET BURLAP FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS. @ 0.60 M.O.C. 10. STRIPPING OF FORMS AND SHORES: F.G.L FOUNDATION 24 HRS. SUSPENDED SLAB EXCEPT WHEN ADDITIONAL LOADS ARE IMPOSED 8 DAYS 10mmØ HORIZONTAL BARS WALLS 18 HRS.

350 @ EVERY 3 LAYERS OF CHB BEAMS 14 DAYS

N.G.L C. MASONRY AND CONCRETE BLOCKS 1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT NOT TO EXCEED 80 PCF. FOR LOAD BEARING TYPE CONCRETE BLOCKS, A MINIMUM COMPRESSIVE STRENGTH OF 6.90 MPA ONE LAYER OF CHB SHALL BE DEVELOPED. 0.20 M

350 2. PROVIDE 1-Ø16 VERTICAL BARS AT CORNERS, INTERSECTIONS, END OF WALLS AND EACH SIDE OF OPENINGS. 3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 MM) ON EACH SIDE OF MASONRY WALL OPENING.

150 4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS. 10mmØ CONT. BARS @ 250 MM O.C. WALL THICKNESS VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT COMPACTED w/ 3-12 mm Ø TEMP. BARS 8 IN. (200 MM) Ø12 @ 400 MM Ø10 @ 600 MM SOIL FORMATION 6 IN. (150 MM) Ø10 @ 400 MM Ø10 @ 600 MM 400 4 IN. (100 MM) Ø10 @ 400 MM Ø10 @ 600 MM

5. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS WHERE SPLICE DOWELS FROM FOOTING OR SLABS SHALL EXTEND INTO THE BLOCK WALL A MINIMUM OF 30 BAR DIAMETERS, AND DOWELS TO MATCH. WALL FOOTING DETAIL 6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT (REFER TO SPECIFICATIONS).

D. FOUNDATION 1 1. FOUNDATION DESIGN WAS BASED ON ASSUMED SOIL BEARING CAPACITY OF 95.76KPA S 1

FOOTING DIMENSIONS (mm) REINFORCEMENT REMARKS FOOTING 18.00 MARK LENGTH WIDTH DEPTH Thickness BAR X BAR Y (L) (W) (D) (t)

F-1 1600 1600 1800(ver.) 250 7 - 16mmØ 7 - 16mmØ SQUARE FOOTING C1F1 C1F1 WF E 1600 mm

WF WF NGL 6.00

C1F1 C1F1

Y-BARS - 7-16MM Ø Y-BARS 1800 mm X-BARS - 7-16MM Ø WF WF X-BARS 6.00 250 C1F1 C1F1 PLAN 100 C 100 mm THICK 24.00 GRAVEL BEDDING SECTION

WF WF C O L U M N S C H E D U L E BEAM DETAILS 6.00

C1F1 C1F1 C-1 250 250 250 B 600

WF WF 500 500 500 300 6.00

C1F1 C1F1 WF MAIN BAR: 8-Ø16mm A SUPPORT MID SUPPORT TIES : Ø10 mm 1@50, 3@100, REST @ MAIN BAR: 4 - Ø16mm TIES : Ø10 mm 150mm TO CENTER EXTRA BARS @ SUPP. : 2 - Ø16mm 1@50, 3@100, REST @ EXTRA BARS @ MID : 2 - Ø16mm 150mm TO CENTER

1 2 S 2 S 2

2-16 Ø MM MAIN CONT. BARS 2-16 Ø MM

L2/3 L2/3 L2/3 L3/3 L3/3 L3/3

18.00 LAP SPLICES ARE LAP SPLICES ARE 2D 2D ONLY ALLOWED IN 2D 2D ONLY ALLOWED IN 2D 9.00 9.00 THIS PORTION THIS PORTION

2-16 Ø MM

E 0.8 L2/5 2-16 Ø MM MM MAIN CONT. BARS L2/5 L2/5 L2/5 TRUSS 12MM DIA PLN BAR SIGSAG BAR W/STD. NUTS & WASHER BEAM 3 6.00 BEAM

STRUT STRUT STRUT S 3

12MM DIA CROSS BRACING W/STD TURNBUCKLE D TRUSS MARK DESCRIPTION W (MM) L1 (MM) L2 (MM) L (MM)

TC & BC 2LS 63.00 X 63.00 X 6.00 MM 63 200 60 4.85 BEAM 6.00 24.00

STRUT STRUT STRUT WEB BEAM 2LS 51.00 X 51.00 X 6.00 MM MEMBER 51 450 140 4.85

STRUT 1LS 63.00 X 63.00 X 6.00 MM 63 200 60 4.85 C

TRUSS 24.00 12MM DIA PLN BAR SIGSAG BAR W/STD. NUTS & WASHER SEE SPOT DETAIL-4 1-(63mm x 63mm x 6mm thk).

4.85 MM THK WELD 1-(63mm x 63mm x 6mm thk) 6.00 BEAM BEAM STRUT STRUT STRUT VERIFY

B TRUSS SEE SPOT DETAIL-4

2 EQUAL PANEL @ 1.966 = 5.898 M. SPOT DETAIL 1L-(63mm x 63mm x 6mm thk) 6.00

BEAM DET. ELEVATION OF STRUT-1 STRUT STRUT STRUT BEAM

12MM DIA CROSS BRACING W/STD TURNBUCKLE A TRUSS 0.80 2 1L-(63mm x 63mm x 6mm thk) S 3 1-(63mm x 63mm x 6mm thk) 1 4.85 MM THK WELD S 3 SPOT DETAIL

GA#26 PRE-PAINTED RIB-TYPE G.I. SHT.ROOFING PURLINS 150 x 50 x 20 x 1.20mm SPACED @ 0.70 m O.C.

TOP CHORD (2LS 63mm x 63mm x 6mm thk) WEB MEMBER (2LS 51mm x 51mm x 6mm thk)

WEB MEMBER DISTANCE

3 S4 STRUT

GUSSET PLATE (100 x 130 x 6mm thk) 12MM DIA PLN BAR SIGSAG BAR W/STD. NUTS & WASHER

WEB MEMBER (2LS 51mm x 51mm x 6mm thk)

BOTTOM CHORD (2LS 63mm x 63mm x 6mm thk) STRUT GUSSET PLATE (150 x 200 x 6mm thk) TRUSS RADIUS STRUT GA#26 PRE-PAINTED RIB-TYPE G.I. SHT.ROOFING PURLINS 150 x 50 x 20 x 1.20mm SPACED @ 0.70 m O.C.

TOP CHORD (2LS 63mm x 63mm x 6mm thk) WEB MEMBER (2LS 51mm x 51mm x 6mm thk)

DISTANCE FROM TOP CHORD GUSSET PLATE (100 x 130 x 6mm thk) TO BOTTOM CHORD STEEL CLEATS

TRUSS DETAIL 450 x 175 x 12mm thk 175 x 175 x 12mm thk 1 1 : 30 310 x 175 x 12mm thk

450 x 175 x 12mm thk 175 x 175 x 12mm thk 310 x 175 x 12mm thk WELLDED TRUSS CONNECTION CONC. BEAM TO SUPOORT BASE PLATE

6-16mm Ø x 600mm GUSSET PLATE (150 x 200 x 6mm thk) Anchor Bolt 410 x 300 x 18mm thk w/ std. NUT & WASHERS 300 x 600 x 12mm thk 6-16mm diax600mm Anchor Bolt w/ std. NUT & WASHERS 410 x 300 x 18mm thk WEB MEMBER (2LS 51mm x 51mm x 300 x 600 x 12mm thk CONC. COLUMN 6mm thk) BOTTOM CHORD (2LS 63mm x 63mm x 6mm thk) 12MM DIA PLN BAR SIGSAG BAR W/STD. NUTS & WASHER

1 2 3 S 4 S 4 S 4

1 2

18.00 SCHEDULE OF LIGHTING FIXTURES AND LAMPS 9.00 9.00

INSTALLATION / SYMBOLS D E S C R I P T I O N MOUNTING

ONE (1) - 200W, 220V, HIGH BAY LIGHT, PENDANT MOUNTED E 0.8

N O T E : ALL FLUORESCENT LIGHTING FIXTURES SHALL BE EQUIPPED WITH A HIGH POWER FACTOR, PRE-HEAT WITH STARTER TYPE AND THERMALLY PROTECTED BALLAST, COMPLETE WITH ALL NECESSARY ACCESSORIES, WIRED AND READY FOR USE. 6.00

D 6.00 24.00

C 24.00 6.00

B 6.00

"PB" A UP 0.82 RAMP

LIGHTING LAYOUT

PANELBOARD DETAILS

ELECTRICAL RISER DIAGRAM

PREPARED BY: CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL : APPROVED BY: SET NO. SHT NO. REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS & HIGHWAYS MINDORO OCCIDENTAL CONSTRUCTION OF EVACUATION CENTER, DISTRICT ENGINEERING OFFICE E - 1 CONCEPCION ELEMENTARY SCHOOL, ELECTRICAL RISER DIAGRAM REGIONAL OFFICE IV-B CONCEPCION, CALINTAAN, OCCIDENTAL DPWH-IV-B MAMBURAO, OCCIDENTAL MINDORO PANEL BOARD DETAILS MINDORO LIGHTING LAYOUT 10 11 LOUIS MIGUEL M. RETIRVA JOY L. HISTORILLO NELSON E. MABULAY RUEL V. UMALI JOSEFINO M. MELGAR, JR. LOCATION : CALINTAAN, OCCIDENTAL MINDORO AIRPORT ROAD BRGY. 9, MAMBURAO, OCC. MINDORO ENGINEER I (ELECTRICAL) ENGINEER II(BUILDING COORDINATOR) CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER LOAD SCHEDULE

DISTRIBUTION LINE RESISTANCE & REACTANCE VALUES

100 ft Ω 100 ft

100 ft Ω 100 ft SERVICE ENTRANCE RESISTANCE & REACTANCE VALUES 100 ft Ω 100 ft

100 ft Ω 100 ft

GRID LINE IMPEDANCE TRANSFORMER IMPEDANCE

SCHEDULE OF LOADS DISTRIBUTION LINE IMPEDANCE SERVICE IMPEDANCE

Ω Ω Ω Ω

TRANSFORMER TO PB PB TO FARTHEST LOAD

Ω Ω SHORT CIRCUIT CURRENT

VOLTAGE DROP ANALYSIS SHORT CIRCUIT ANALYSIS