Church DWG Block for AutoCAD

Church DWG Block for AutoCAD

Church

Drawing labels, details, and other text information extracted from the CAD file:

prepared by:, checked by:, s e a l, project title:, conformed by:, sheet content, sheet no., ptr, date, place, tin, pagadian city, prc reg., proposed construction of residential building, location: purok gemilina, banale, pagadian city, address: purok gemilina, banale pagadian city, load tabulation, description, outlets, switches, loading, wires and conduits, c.o., l.o., watt, volt, amp, fluorescent lamp, incandescent bulb, total, proposed renovation of residential building, location:, r e p u b l i c o f t h e p h i l i p p i n e s, province of zamboanga del sur municipality of mahayag office of the building offical, land use and zoning, line and grade, architectural, structural, sanitary, electrical, fire department, p e r s p e c t i v e, floor line, riser diagram, vtr, digestive chamber, leaching chamber, legend:, bt – bath tub, sv – septic vault, gt – grease trap, ks – kitchen sink, fd – floor drain, wc – water closet, lav – lavatory, vtr – ventilation to roof, sh – shower head, f – faucet, perspective location plan site development plan truss detail, floor plan roof framing plan foundation plan elevations footing details doors and windows detail, electrical layout, sanitary and plumbing layout, bed room, master bed room, kitchen, dinning room, living room, terrace, address: pob. sominot zamboanga del sur, electrical notes, entrance, location plan, circuit, l o, c o, amps, circuit protection, electrical symbols, – switch run, – circuit homerun, – acu. specail purpose outlet, – circuit breaker, – convenient outlet, – not connected, – lp panel, – kw hour meter, – two gang thumbler switch, – duplex convenient outlet, single line diagram, schedule of loads and computation, seal, project tittle:, approved by:, exesting residential house, owner, civil engineer, floor plan, roof framing plan, wooden post detail, floor framing, section trussesa.a, full truss detail, left side elevation, rigth side elevation, rear side elevation, front side elevation, wedth length, window butterfly type, perspective view, prof. elec. engineer, obo, office of the building official, municipality of tigbao, land used and zoning, archetictural, floor plan, prof. electrical engineer, perspective location plan site devt. plan, supply power, kw-hour meter, spare, electrical notes:, number of outlet, load description, switch station, braker size, general ligthing, special porposed outlet, s p a r e, civil engineer, proposed church building, purok gumamila makugihon, molave, zamboanga del sur, rev. antonio a. cuevas, vicinity map, p e r s p e c t i v e v i e w, purok gumamila makugihon, molave zamboanga del sur, location plan, fire and safety, front elevation, c i v i l e n g i n e e r, down, pulpit, floor plan, foundation plan, fire wall, molave assembly of god, full truss, left side elevation, right side elevation, colored roofing, ridge roll, slyding window, concrette wall, longitudinal section- bb, colored roofing, transverse section – aa, section a-a, section b-b, detail of beam, meeting hall, proposed church buiding, o.b.o, municipality of molave, administrator, area, see truss detail, floor plan right side elevation left side elevation foundation plan front elevation rear elevation, this site, rear elevation, male, eaves line, flower box, roof plan, front elevation, ngl, finished floor level, top of roof beam, roof apex, rear elevation, right side elevation, ramp, see truss detail, ceiling line, longitudinal section, wall hung, lavatory, space for snacks, arts and crafts, play house, finished flr level for play house area, day care area, cr area, ground floor plan roofing plan elevations longitudunal section, sheet content:, page:, sub-project title:, ppt chairperson, bspmc, noted by:, truss details, truss component, wooden, steel, vertical members, diagonal members, bottom chord, top chord, purlins, cleats, kingpost, structural concrete details, marks, main bars, refer to plan, caparan, makilas, buluan, labi, suclema, timalang, upper pangi, sanito, bangkerohan, pangi, guituan, tiayon, veteran village, ipil heights, lumbia, don andres, magdaup, lower taway, taway, tenan, logan, domandan, bacalan, ipil, maasin, poblacion, tirso babiera, tomitom, dona josefa, province of:, zamboanga sibugay, ground floor plan roofing plan front elevations rear elevations, cross section, finished cr, backfill, continous air, male cr, cr floor plan, section b-b’, reflected ceiling plan, sectiona-a’, scale nts, floor level, vents details, wallhung, door and windows schedule, scale n.t.s, truss-beam connection details, roof text detail, foundation plan, roof beam plan, rafter, vertical, diagonal, cletes, isolated footing detail, foundation plan roof beam plan roof framing plan truss details, footing detail, to specs., r.c. slab to eng’s detail, concrete cant strip, vitrified floor tiles, membrane waterproofing, for approval, floor drain outlet, slope, cold water line layout, cold wate

Raw text data extracted from CAD file:

PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN 00070065 1296528 01 / 11 / 2008 PAGADIAN CITY 159-338-055 LORENZO B. SABADO \H0.75x;\l CE, RMP, RPT ADDRESS: 0114 SABELLANO ST., PAGADIAN CITY CONTACT NO.: 09282354933 PRC REG. PROPOSED CONSTRUCTION OF RESIDENTIAL BUILDING LOCATION: PUROK GEMILINA, BANALE, PAGADIAN CITY ADDRESS: PUROK GEMILINA, BANALE PAGADIAN CITY 2 / 4 \A1;1.00 \A1;6.00 \A1;1.00 \A1;1.00 \A1;11.00 \A1;1.00 \A1;3.58 \A1;1.23 \A1;1.20 \A1;6.00 \A1;1.28 \A1;3.23 \A1;3.00 \A1;7.50 \A1;2.50 \A1;9.69 \A1;12.39 \A1;12.39 \A1;9.69 \A1;3.69 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.50 \A1;2.39 \A1;3.50 \A1;3.50 \A1;2.39 \A1;3.50 \A1;3.00 \A1;3.69 \A1;3.00 \A1;3.00 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;11.59 \A1;2.22 \A1;2.23 \A1;2.39 \A1;2.28 \A1;2.17 \A1;1.95 \A1;1.00 \A1;14.24 \A1;3.69 \A1;3.00 \A1;3.00 \A1;9.69 \A1;3.50 \A1;2.39 \A1;3.50 \A1;2.95 \A1;12.34 \A1;3.69 \A1;3.00 \A1;3.00 \A1;9.69 \A1;3.50 \A1;2.39 \A1;3.50 \A1;2.95 \A1;12.34 \A1;2.90 \A1;0.30 \A1;1.70 \A1;1.80 \A1;6.70 \A1;2.90 \A1;0.30 \A1;3.50 \A1;6.70 \A1;0.20 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.60 \A1;0.60 \A1;3.60 \A1;1.20 \A1;2.10 \A1;0.90 \A1;0.80 \A1;0.70 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.50 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 LOAD TABULATION CKT # DESCRIPTION OUTLETS SWITCHES LOADING WIRES AND CONDUITS CB (A) C.O. L.O. S1 S2 S3 S4 WATT VOLT AMP 1 FLUORESCENT LAMP 6 3 2 1 600 230 2.61 2 - 2.0 TW COPPER WIRE IN 12 mm PVC CONDUIT PIPE 20 2 INCANDESCENT BULB 10 2 2 1000 230 4.35 2 - 2.0 TW COPPER WIRE IN 14 mm PVC CONDUIT PIPE 20 3 CONVENIENCE OUTLET ( 2 GANG) 10 3600 230 15.65 2 - 3.5 TW COPPER WIRE IN 14 mm PVC CONDUIT PIPE 30 TOTAL 10 16 3 4 3 5200 22.61 2 - 5.0 TW COPPER WIRE IN 16 mm PVC CONDUIT PIPE 60 \A1;.075 \A1;0.20 \A1;1.125 \A1;1.40 \A1;3.50 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.40 \A1;2.50 \A1;3.50 \A1;1.10 \A1;4.845 \A1;0.30 \A1;0.15 \A1;0.20 \A1;1.00 \A1;3.40 \A1;4.00 \A1;3.40 \A1;1.00 \A1;4.00 \A1;3.40 \A1;1.20 \A1;1.00 \A1;1.20 \A1;3.40 \A1;1.00 \A1;2.00 \A1;2.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.00 \A1;6.00 \A1;1.00 \A1;1.00 \A1;11.00 \A1;1.00 \A1;3.58 \A1;1.23 \A1;1.20 \A1;6.00 \A1;1.28 \A1;3.23 \A1;3.00 \A1;7.50 \A1;2.50 PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. PROPOSED RENOVATION OF RESIDENTIAL BUILDING LOCATION: 1 / 4 R E P U B L I C O F T H E P H I L I P P I N E S PROVINCE OF ZAMBOANGA DEL SUR MUNICIPALITY OF MAHAYAG OFFICE OF THE BUILDING OFFICAL LAND USE AND ZONING LINE AND GRADE ARCHITECTURAL STRUCTURAL SANITARY ELECTRICAL FIRE DEPARTMENT PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. PROPOSED RENOVATION OF RESIDENTIAL BUILDING LOCATION: 2 / 4 PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. PROPOSED RENOVATION OF RESIDENTIAL BUILDING LOCATION: 3 / 4 PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. PROPOSED RENOVATION OF RESIDENTIAL BUILDING LOCATION: 4 / 4 P E R S P E C T I V E 5 5 5 5 3.00 5 5 5 12.39 5 5 5 3.00 12.39 5 5 5 5 FLOOR PLAN SCALE: 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF FRAMING PLAN SCALE: 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FOUNDATION PLAN SCALE: 1:100 CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF 5 5 1.70 1.80 6.70 5 5 3.50 6.70 FOOTING DETAIL SCALE: 1:25 WF CF \A1;#4 CHB W/ 10 mm \A0;ø\H0.6538x; VERT. BAR AND 10 mm HOR. BAR @ EVERY 3 LAYER 0.20 0.25 \A1;4 - 16 mm MAIN BAR W/ 10 mm LATERAL TIE @5 - 50 mm REST 200 mm 0.80 0.80 0.60 0.60 5 1.20 2.10 0.90 0.80 0.70 0.60 0.60 0.60 FLOOR LINE 1.50 0.60 0.60 0.60 0.60 0.60 0.60 FLOOR LINE C3 C1 C2 POWER LAYOUT SCALE: 1:100 LIGHTING LAYOUT SCALE: 1:100 SPECIFICATION 1. ALL ELECTRICAL INSTALLATIONS SHALL CONFORM WITH THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE AS WELL AS PD 1096. 2. ALL ELECTRICAL MATERIALS SHALL BE NEW AND OF APPROVED TYPE AS TO LOCATION AND USE. 3. ALL ELECTRICAL WORKS SHALL BE DONE IN PVC CONDUIT PIPE AND FLEXIBLE HOSE. 4. SIZES OF WIRE AND CIRCUIT BREAKER SHALL BE FOLLOWED AS INDICATED IN THE IN THE PLAN. 5. ALL ELECTRICAL INSTALLATIONS SHALL BE DONE UNDER THE SUPERVISION OF PEE OR REE. LEGEND: FLUORESCENT LAMP INCANDESCENT BULB CONVENIENCE OUTLET PANEL BOARD METER C.O. CONVENIENCE OUTLET L.O. LIGHTING OUTLET CIRCUIT BREAKER \W5.15464; M M 1 2 3 20A 20A 30A 60A 2 - 5.0 mm² TW COPPER WIRE IN 16 mm² CONDUIT PIPE 2 - 2.0 mm² TW COPPER WIRE IN 12 mm DIA. PVC CONDUIT PIPE 2 - 3.5 mm² TW COPPER WIRE IN 14mm DIA. PVC CONDUIT PIPE L.O. C.O. 220V 60~ SERVICE ENTRANCE RISER DIAGRAM L.O. COMPUTATIONS: CKT #1. LIGHTING OUTLET 6 - FLUORESCENT LAMP @ 100W = 600 W I1 = 600 / 230 = 2.61 A USE 20 AT CIRCUIT BREAKER 2 - 2.0 mm² TW COPPER WIRE IN 12 mm DIA. PVC CONDUIT PIPE CKT #2. LIGHTING OUTLET 10 - INCADESCENT BULB @ 100W = 1000 W I1 = 1000 / 230 = 4.35 A USE 20 AT CIRCUIT BREAKER 2 - 2.0 mm² TW COPPER WIRE IN 12 mm DIA. PVC CONDUIT PIPE It = ( I1 + I2 + I3) 75 % X 2 = ( 2.61 + 4.35 + 15.65) 1.50 It = 33.92 A USE 60 AT CIRCUIT BREAKER 2 - 5.0 mm² TW COPPER WIRE IN 16 mm DIA. PVC CONDUIT PIPE CKT #3. CONVENIENCE OUTLET 10 - 2 GANG OUTLET @ 180 W X 2 = 3600 W I3 = 3600 / 230 = 15.65 A USE 30 AT CIRCUIT BREAKER 2 - 3.5 mm² TW COPPER WIRE IN 14 mm DIA. PVC CONDUIT PIPE \A1;THIS SITE LOCATION PLAN SCALE: 1:100 GT K F F WC FD F VTR CO SV MH MH \A1;TO MUNICIPAL WATER SYSTEM \A1;TO DRAINAGE SYSTEM \A1;TO DRAINAGE SYSTEM SANITARY AND PLUMBING LAYOUT SCALE: 1:100 ISOMETRIC PLUMBING AND SANITARY LAYOUT SCALE: 1:100 \A1;THIS SITE LOCATION PLAN SCALE: 1:100 0.50 m X 0.50 m MANHOLE 1.00 1.75 0.25 0.40 75 mm THICK ONE - WAY SLAB W/ 10 mm DIA. TRANSVERSE REBAR AND 10 mm DIA. TEMP. BAR @ 0.40 m O.C. DIGESTIVE CHAMBER LEACHING CHAMBER 2 - 12 mm MAIN BAR W/ 10 mm DIA. TIE @ 0.30 m O.C. SLOPE: 1:10 75 mm CONCRETE SLAB W/ 10 mm DIA. REBAR @ 0.40 m BOTHWAYS # 4 CHB W/ 12mm DIA. VERT. BAR @ 0.60 m AND 10 mm DIA. HOR. BAR EVERY 2 LAYER SEPTIC VAULT DETAIL \H0.4x;SCALE: 1:25 m .075 0.20 1.125 1.40 2.50 3.50 \A1;INLET \A1;OUTLET SPECIFICATION 1. ALL CONNECTIONS SHALL BE IN ACCORDANCE OF THE LATEST EDITION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES. RULES AND REGULATIONS OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2. ALL SANITARY PIPE LINES SHALL BE OF PVC PIPES AND FITTINGS. 3. ALL WATER PIPE LINES SHALL BE PVC PIPE AND FITTINGS. 4. ALL VENTILATION PROVIDED SHALL BE 2" DIAMETER PVC PIPE TO CLEAR THE ROOF 5. ALL WORKS SHALL BE SUPERVISED BY A SANITARY ENGINEER OR A MASTER PLUMBER. LEGEND: BT - BATH TUB SV - SEPTIC VAULT GT - GREASE TRAP KS - KITCHEN SINK FD - FLOOR DRAIN WC - WATER CLOSET LAV - LAVATORY VTR - VENTILATION TO ROOF SH - SHOWER HEAD F - FAUCET " WATER PIPE LINE 2 1 - - 3" SANITARY PIPE LINE - 4" SANITARY PIPE LINE \A1;THIS SITE LOCATION PLAN SCALE: 1:100 30 m 40 m SITE DEVELOPMENT PLAN SCALE: 1:100 3.50 1.10 4.845 50 X 50 X 3.0 ANGLE BAR 0.30 TRUSS DETAIL SCALE: 1:100 W1 W2 W2 W2 W3 W2 W2 W4 W2 W2 W1 D1 D2 D2 D3 D2 D2 D1 D2 D3 W1 W2 W3 W4 PERSPECTIVE LOCATION PLAN SITE DEVELOPMENT PLAN TRUSS DETAIL FLOOR PLAN ROOF FRAMING PLAN FOUNDATION PLAN ELEVATIONS FOOTING DETAILS DOORS AND WINDOWS DETAIL ELECTRICAL LAYOUT SANITARY AND PLUMBING LAYOUT LC 75 X 50 X 15 X 1.0 PURLINS @ 0.70 m 0.15 0.20 4 - 12 mm \H1.083x;Ø W/ 10 mm Ø\H0.6538x; STIRRUP TIES @ 5 - 50 mm, 10 - 100 mm, REST 200 mm RB AND BEAM SCALE: 1:10 F F F FD WC VTR CO K GT SV BED ROOM BED ROOM BR/CR MASTER BED ROOM KITCHEN DINNING ROOM LIVING ROOM TERRACE TRUSSES 2 TRUSSES 2 TRUSSES 2 TRUSSES 2 TRUSSES 1 TRUSSES 1 TRUSSES 3 ADDRESS: POB. SOMINOT ZAMBOANGA DEL SUR ELECTRICAL NOTES ALL WORKS HEREUNDER MUST BE DONE WITH THE PROVISION OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE WITH THE INFORCEMENT OF THE LOCAL AUTHORITIES CONCERNED AND THE RULES AND REGULATIONS OF THE LOCAL ELECTRIC COOPERATIVE; ALL MATERIALS TO BE USED MUST BE NEW AND BPS APPROVED TYPE AS TO LOCATION AND PURPOSED. WIRES AND CABLES MUST BE INSULATED TO 600 VOLTS WORKING PRESSURE. THE TYPE OF POWER SERVICE SHALL BE 1.0.220 VOLTS, 2-WIRE 60H2 ALL WORKS SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER OR REGISTERED MASTER ELECTRICIAN. ENTRANCE LOCATION PLAN CIRCUIT DESCRIPTION L O C O 01 02 1 1 AMPS 0.38A CIRCUIT PROTECTION C1=[0.38]1 C2=[360/230]3 SWITCHES S1 S2 S3 CONDUCTOR / CONDUIT #14/2 AWG MM #12/2 AWG MM ELECTRICAL SYMBOLS - CIRLINE FLUID ASSEMBLY W/ DECORRATIVE DIFFUSER - SWITCH RUN - CIRCUIT HOMERUN - ACU. SPECAIL PURPOSE OUTLET - 60 HZ LTG. SYSTEM - CIRCUIT BREAKER - CONVENIENT OUTLET - LIGTH OUTLET 20W FLU ASSEMBLY 18W - NOT CONNECTED - LP PANEL M - KW HOUR METER S2 - TWO GANG THUMBLER SWITCH - 20W FLOURESCENT LUMP - DUPLEX CONVENIENT OUTLET - 50W BULB SINGLE LINE DIAGRAM M C 1 C 2 KW HOUR METER 240V,1.0 240V,220V @20V 60 HZ LTG SYSTEM 2-# 5.5 MM TW COPPER 60A 240V 2 PST SAFETY SWITCH SCHEDULE OF LOADS AND COMPUTATION CHECKED BY: SEAL PROJECT TITTLE: APPROVED BY: SHEET NO. LOCATION: EXESTING RESIDENTIAL HOUSE OWNER 2 CHECKED BY: SEAL PROJECT TITTLE: APPROVED BY: SHEET NO. CIVIL ENGINEER LOCATION: EXESTING RESIDENTIAL HOUSE OWNER 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FLOOR PLAN ROOF FRAMING PLAN WOODEN POST DETAIL FLOOR FRAMING SECTION TRUSSESA.A FULL TRUSS DETAIL LEFT SIDE ELEVATION RIGTH SIDE ELEVATION REAR SIDE ELEVATION FRONT SIDE ELEVATION 1X4 FLOOR SLAB 2X3 FLOOR JOIST BED ROOM KITCHEN 2X4 KING POST 2X4 BOTTOM CHORD DOOR-1 FLUSH TYPE DOOR WEDTH LENGTH 0.80M 1.80M DOOR -2 0.70M 1.60M WINDOW BUTTERFLY TYPE 0.90M 1.00M PERSPECTIVE VIEW SCHEDULE DOOR/ WINDOWS 5 5 5 PROF. ELEC. ENGINEER KITCHEN B/R LIVING ROOM OBO OFFICE OF THE BUILDING OFFICIAL MUNICIPALITY OF TIGBAO LAND USED AND ZONING LINE AND GRADE ARCHETICTURAL STRUCTURAL SANITARY 2 4 3 4 2 4 1 1 4 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF FRAMING PLAN FLOOR PLAN \A1;4.50 \A1;1.25 \A1;1.25 \A1;7.00 \A1;1.50 \A1;3.50 \A1;3.00 \A1;8.00 \A1;1.00 \A1;1.00 \A1;7.00 \A1;9.00 \A1;1.00 \A1;8.00 \A1;1.00 \A1;10.00 \A1;0.25 \A1;3.43 \A1;3.43 \A1;3.44 \A1;10.30 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;2.00 \A1;23.00 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;2.00 \A1;23.00 \A1;3.43 \A1;3.43 \A1;3.44 \A1;10.30 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;2.00 \A1;23.00 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;2.00 \A1;23.00 \A1;3.50 \A1;4.50 \A1;3.50 \A1;4.50 \A1;0.00 \A1;6.35 \A1;5.15 \A1;1.20 \A1;12.70 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.50 \A1;2.00 \A1;23.00 \A1;3.50 \A1;4.50 \A1;3.50 \A1;4.50 \A1;3.50 \A1;4.50 \A1;2.10 \A1;0.90 \A1;0.80 \A1;0.70 \A1;3.50 \A1;1.20 \A1;10.30 \A1;1.20 PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. LOCATION: 4 / 4 PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. LOCATION: POWER LAYOUT SCALE: 1:100 LIGHTING LAYOUT SCALE: 1:100 M M RISER DIAGRAM COMPUTATIONS: CKT #1. LIGHTING OUTLET 6 - FLUORESCENT LAMP @ 100W = 600 W I1 = 600 / 230 = 2.61 A USE 20 AT CIRCUIT BREAKER 2 - 2.0 mm² TW COPPER WIRE IN 12 mm DIA. PVC CONDUIT PIPE CKT #2. LIGHTING OUTLET 10 - INCADESCENT BULB @ 100W = 1000 W I1 = 1000 / 230 = 4.35 A USE 20 AT CIRCUIT BREAKER 2 - 2.0 mm² TW COPPER WIRE IN 12 mm DIA. PVC CONDUIT PIPE It = ( I1 + I2 + I3) 75 % X 2 = ( 2.61 + 4.35 + 15.65) 1.50 It = 33.92 A USE 60 AT CIRCUIT BREAKER 2 - 5.0 mm² TW COPPER WIRE IN 16 mm DIA. PVC CONDUIT PIPE CKT #3. CONVENIENCE OUTLET 10 - 2 GANG OUTLET @ 180 W X 2 = 3600 W I3 = 3600 / 230 = 15.65 A USE 30 AT CIRCUIT BREAKER 2 - 3.5 mm² TW COPPER WIRE IN 14 mm DIA. PVC CONDUIT PIPE ELECTRICAL LAYOUT PROF. ELECTRICAL ENGINEER R E P U B L I C O F T H E P H I L I P P I N E S PERSPECTIVE LOCATION PLAN SITE DEVT. PLAN 230V,11-@ 2-W,60HZ SUPPLY POWER KW-HOUR METER USE: 2-#14.0mm2 CU. CONDUCTORS THHN INS SOFT DRAWN "STRANDED" IN 3/4 "@RSC/ PVC ELECTRICAL CONDUIT 1 70ACB,2P 15ACB,2P 15ACB,2P 20ACB,2P 20ACB,2P 20ACB,2P 20ACB,2P 20ACB,2P 30ACB,2P 30ACB,2P SPARE SPARE 3 5 7 9 S ELECTRICAL NOTES: A. ALL WORKS HEREUNDER MUST BE DONE WITH THE PROVITION OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE W/ THE ENFORCEMENT OF THE LOCAL AUTHORITIES CONCERNED @ THE RULES @ REGULATIONS OF THE LOCAL ELECTRICAL COOPERATIVE. B. ALL MATERIALS TO BE USED MUST BE NEW @ BPS APPROVED TYPE AS TO LOCATION @ PURPOSE INTENDED TOO. C. WIRES @ CABLES MUST BE INSULATED UP TO 600 VOLTS WORKING PRESSURE. D. THE TYPE OF POWER SERVICE SHALL BE 1-0 , 230 VOLTS , 2- WIRES , 60 CPS. E. ALL ELECTRICAL WORKS SHALL BE DONE UNDER THE DIRECT SUPERVISSION OF THE DULY REG. ELECTRICAL ENGINEER/ RMA. SCHEDULE OF LOADS & COMPUTATIONS NUMBER OF OUTLET L.O. C.O. A CU 4. LOAD DESCRIPTION CKT# SWITCH STATION VOLTAGE [VELT] CURRENT (AMP) BRAKER SIZE CONDUCT & CONDUIT SIZE 2-#2.0 mm2 CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#2.0 mm2 CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 1 GENERAL LIGTHING 2 GENERAL LIGTHING 3 4 APPLIANCE LOAD Z G-4 , 1G-3 APPLIANCE LOAD Z G- 2 , 1G- 2 5 APPLIANCE LOAD ZG- 3 , 1G - 2 6 AIR CONDITION UNIT (1 - 0.5 HP 7 AIR CONDITION UNIT (1 - 0.5 HP 8 AIR CONDITION UNIT (1 - 100 HP) 9 SPECIAL PORPOSED OUTLET 10 S P A R E S S P A R E 21 21 7 4 5 1 1 1 1 S1-2,S2-1 S4-1,S6-1 S1-6,S2-2 S3-1,S5-1 230 230 230 230 230 230 230 230 230 230 230 3.57 2.88 8.61 4.70 6.26 3.80 3.80 5.00 6.57 15AT,2P 15AT,2P 20AT,2P 20AT,2P 20AT,2P 20AT,2P 20AT,2P 30AT,2P 30AT,2P 2-#3.5mm2CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#3.5mm2CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#3.5mm2CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#3.5mm2CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#3.5mm2CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#5.5mm2 CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2-#5.5mm2 CU. CONDUCTOR SOFT DRAWN STRANDED THHN INSULATED IN 15mm POLYFLEX 2 4 6 8 S IT= 1.25( 8.61) + (6.26 + 4.70 +3.80 + 3.51 +2.88 +5.00 +6.52 )X@0.85 B.F. IT= 40.15 AMP USE: 2-#14.0mm2 CU. CONDUCTOR, THHN INSULATED SOFT DRAWN " STRANDED" IN 3/4" RSC OR PVC ELECTRICAL CONDUIT " POLY" POWER LINE BRAND IN 70AT, MAIN ACB, 240VOLTS , 2P. ARCHITECTURAL STRUCTURAL SANITARY ELECTRICAL CIVIL ENGINEER PROPOSED CHURCH BUILDING PUROK GUMAMILA MAKUGIHON, MOLAVE, ZAMBOANGA DEL SUR REV. ANTONIO A. CUEVAS LIGHTING LAYOUT SCALE 1.100 METERS E\H0.8333x;LECTRICAL WIRING OF ONE STOREY CHURCH BUILDING 3/4 VICINITY MAP P E R S P E C T I V E V I E W PUROK GUMAMILA MAKUGIHON, MOLAVE ZAMBOANGA DEL SUR SITE DEVELOPMENT PLAN SCALE 1. 100 METERS \fArial Rounded MT Bold|b0|i0|c0|p34; LOCATION PLAN LAND USED AND ZONING FIRE AND SAFETY LINE AND GRADE PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. LOCATION: FOOTING DETAIL SCALE: 1:25 WF \A1;#6 CHB W/ 10 mm \A0;ø\H0.6538x; VERT. BAR AND 10 mm HOR. BAR @ EVERY 3 LAYER 0.25 RB AND BEAM SCALE: 1:10 0.20 0.15 0.20 FRONT ELEVATION SCALE 1.100 METERS 1/4 PROPOSED CHURCH BUILDING C I V I L E N G I N E E R 1.20m 1.20m 6 - 16mm MAIN BAR W/ 10mm LATERAL TIE @5-50mm REST 200m UP DOWN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PULPIT FLOOR PLAN SCALE 1.100M FOUNDATION PLAN SCALE 1.100 METERS 5 5 FIRE WALL MOLAVE ASSEMBLY OF GOD A G 5 5 FIRE WALL 5 5 5 5 5 5 5 5 5 5 5 5 5 FULL TRUSS FULL TRUSS FULL TRUSS FULL TRUSS FULL TRUSS FULL TRUSS FULL TRUSS 6 - 16mm MAIN BAR W/ 10mm LATERAL TIE @5-50mm REST 200m 5 5 LEFT SIDE ELEVATION SCALE 1.100 METERS PREPARED BY: CHECKED BY: S E A L PROJECT TITLE: CONFORMED BY: SHEET CONTENT SHEET NO. PTR DATE PLACE TIN PRC REG. LOCATION: TRANSVERSE SECTION LONGITUDINAL SECTION DETAIL OF BEAM FULL TRUSS DETAIL SCHEDULE OF DOORS & WINDOW FOOTING DETAIL CIVIL ENGINEER 2/4 RIGHT SIDE ELEVATION 5 5 COLORED ROOFING RIDGE ROLL FIRE WALL SLYDING WINDOW CONCRETTE WALL 5 5 LONGITUDINAL SECTION- BB SCALE 1.100 METERS SCALE 1.100 METERS COLORED ROOFING FIRE WALL SLYDING WINDOW CONCRETTE WALL TRANSVERSE SECTION - AA SECTION A-A SECTION B-B 3-16MM / D/B FOR TENSION BARS; [1 CUT L/4 - 2 STR BARS] 3-16MM D/B FOR COMPRESSION BARS W/ 10MM STRRUPS SPACE AT 4- 0.05M. 5-0.10M 3 - 0.15M FROM AND REST 0.20M O.C. A A B B SCALE 1.25M 3.50M 0.30 0.20 0.20 0.30 DETAIL OF BEAM SCHEDULE OF DOOR & WINDOWS 2.10 0.90 0.80 0.70 FLOOR LINE D1 D2 D3 W1 5 5 5 5 FULL TRUSS DETAIL SCALE 1.100 METERS SCALE 1.100 METERS 35mm x 35mm L- Shape Top Chord 35mm x 35mm L- Shape Diagonal and Vertical Member 35mm x 35mm L- Shape Bottom Chord UP DOWN PULPIT MEETING HALL ROOF FRAMING PLAN SCALE 1.100 METERS FLOOR LINE 0.20 PROPOSED CHURCH BUIDING POWER LAYOUT SCALE 1.100 METERS UP DOWN PULPIT O.B.O MUNICIPALITY OF MOLAVE ADMINISTRATOR AREA SEE TRUSS DETAIL FIRE WALL 0.20 FLOOR LINE 0.20 FLOOR LINE 0.20 FLOOR LINE FLOOR PLAN RIGHT SIDE ELEVATION LEFT SIDE ELEVATION FOUNDATION PLAN FRONT ELEVATION REAR ELEVATION PUROK GUMAMILA MAKUGIHON, MOLAVE, ZAMBOANGA DEL SUR REV. ANTONIO A. CUEVAS ADMINISTRATOR PUROK GUMAMILA MAKUGIHON, MOLAVE, ZAMBOANGA DEL SUR REV. ANTONIO A. CUEVAS ADMINISTRATOR PUROK GUMAMILA MAKUGIHON, MOLAVE, ZAMBOANGA DEL SUR REV. ANTONIO A. CUEVAS ADMINISTRATOR 10.3O METERS 21.00M 2.00M THIS SITE PUROK GUMAMILA MAKUGIHON, MOLAVE ZAMBOANGA DEL SUR THIS SITE VICINITY MAP PUROK GUMAMILA MAKUGIHON, MOLAVE ZAMBOANGA DEL SUR THIS SITE VICINITY MAP PUROK GUMAMILA MAKUGIHON, MOLAVE ZAMBOANGA DEL SUR THIS SITE MEETING HALL MEETING HALL MEETING HALL MEETING HALL MEETING HALL MEETING HALL MEETING HALL REAR ELEVATION SCALE 1.100 METERS 2 4 3 4 2 4 1 1 4 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF FRAMING PLAN FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FLOOR PLAN ROOF FRAMING PLAN \A1;300 \A1;3.000 \A1;2.200 \A1;4.000 \A1;4.000 \A1;8.000 \A1;300 \A1;2.700 \A1;2.500 \A1;4.000 \A1;4.000 \A1;0.900 \A1;0.700 \A1;3.000 \A1;3.000 \A1;4.000 \A1;4.000 \A1;6.000 \A1;3.000 \A1;3.000 \A1;4.000 \A1;4.000 \A1;6.000 \A1;8.000 \A1;0.675 \A1;0.675 \A1;0.675 \A1;0.675 \A1;1.100 \A1;1.400 \A1;1.651 \A1;0.300 \A1;3.000 \A1;2.200 \A1;4.000 \A1;4.000 \A1;8.000 \A1;6.000 \A1;6.000 \A1;3.000 \A1;3.000 \A1;3.000 \A1;3.000 \A1;0.300 \A1;2.200 \A1;2.200 \A1;3.000 \A1;3.000 \A1;6.000 \A1;8.000 \A1;4.000 \A1;4.000 \A1;1.400 \A1;1.100 \A1;1.651 \A1;8.000 \A1;4.000 \A1;4.000 \A1;2.200 \A1;3.000 \A1;300 \A1;300 \A1;3.000 \A1;2.200 \A1;8.000 \A1;4.000 \A1;4.000 \A1;2.700 \A1;300 \A1;2.500 \A1;0.900 \A1;0.700 \A1;4.000 \A1;4.000 \A1;0.300 \A1;8.000 \A1;4.000 \A1;0.675 \A1;0.675 \A1;4.000 \A1;0.675 \A1;6.000 \A1;3.000 \A1;3.000 \A1;0.675 \A1;3.000 \A1;3.000 \A1;4.000 \A1;4.000 \A1;6.000 \A1;8.000 \A1;3.000 \A1;3.000 \A1;4.000 \A1;4.000 \A1;6.000 \A1;8.000 \A1;0.675 \A1;0.675 \A1;0.675 \A1;0.675 \A1;1.100 \A1;1.400 \A1;1.651 \A1;3.000 \A1;3.000 \A1;6.000 \A1;6.000 \A1;300 \A1;3.000 \A1;2.200 \A1;4.000 \A1;4.000 \A1;8.000 FLOOR PLAN SCALE 1 : 125M A A B D 1 3 5 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 W3 W5 D1 W1 W1 W2 D1 W3 D2 FEMALE/PWD MALE EAVES LINE FLOWER BOX (GROUND EL 0.00M) (EL 0.25M) ROOF PLAN SCALE 1:125M B A B D 1 3 5 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 A B D 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 FRONT ELEVATION SCALE 1:125M C NGL FINISHED FLOOR LEVEL TOP OF ROOF BEAM ROOF APEX GAGE 26 ROOFING SHEET GUTTER (OPTIONAL) 100 MM THK CHB CEMENT PLASTER + PAINT 300 X 25 MM THK FACIA BOARD REAR ELEVATION SCALE 1:125M D 158.5258739502096 158.5258739502096 158.5258739502096 .40mm GI Sheet ROOFING SHEET 100 MM THK CHB CEMENT PLASTER + PAINT 100 MM THK CHB CEMENT PLASTER + PAINT D B A RIGHT SIDE ELEVATION SCALE 1:125M E 5 3 1 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 100 MM THK CHB CEMENT PLASTER + PAINT 100 MM THK CHB CEMENT PLASTER + PAINT NGL TOP OF ROOF BEAM ROOF APEX FINISHED FLOOR LEVEL FINISHED FLOOR LEVEL RAMP SCALE 1:125M F 158.5258739502096 158.5258739502096 158.5258739502096 100 MM THK CHB CEMENT PLASTER + PAINT 100 MM THK CHB CEMENT PLASTER + PAINT 1 158.5258739502096 158.5258739502096 158.5258739502096 SEE TRUSS DETAIL CEILING LINE 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 3 5 5 3 1 LONGITUDINAL SECTION SCALE 1:125M G 158.5258739502096 158.5258739502096 158.5258739502096 CE-2 CE-2 CE-2 CE-2 CE-2 CE-2 LEFT SIDE ELEVATION W6 W6 W2 W2 WALL HUNG LAVATORY W3 SPACE FOR SNACKS, ARTS AND CRAFTS PLAY HOUSE (ELEV = 0.30M) (ELEV = 0.30M) 2 4 2 4 0.90M 3 LAYERS SHELVE 0.90M 3 LAYER SHELVES 0.20M X 0.20M FLR TILES FINISHED FLR LEVEL FOR PLAY HOUSE AREA DAY CARE AREA CR AREA D3 158.5258739502096 158.5258739502096 \A1;38mm(1\S1/2;") dia. - 45mm(1\S3/4;")dia L-TYPE GRAB BAR \W0.75;KALAHI:CIDSS \W0.75;KALAHI:CIDSS GROUND FLOOR PLAN ROOFING PLAN ELEVATIONS LONGITUDUNAL SECTION SHEET CONTENT PREPARED BY: CHECKED & VERIFIED BY: SHEET CONTENT: PAGE: \W9.99573; REPUBLIC OF THE PHILIPPINES \W9.82902; DEPARTMENT OF SOCIAL WELFARE \W9.82637; AND \W9.80560; DEVELOPMENT \W9.83512; KALAHI-CIDSS : NCDDP PROJECT SUB-PROJECT TITLE: LOCATION: PPT CHAIRPERSON A2-2 8 \W9.72353; STANDARD DAY CARE CENTER APPROVED BY: BSPMC NOTED BY: \W9.47267; REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST TECHNICAL FACILITATOR/ MUNICIPAL ENGINEER 158.5258739502096 158.5258739502096 GROUND FLOOR PLAN ROOFING PLAN ELEVATIONS LONGITUDUNAL SECTION SHEET CONTENT: PAGE: \W6.36444; REPUBLIC OF THE PHILIPPINES \W5.73574; DEPARTMENT OF SOCIAL \W8.75472; WELFARE \W7.85432; AND \W6.97559; DEVELOPMENT \W8.92241; \W8.92241; \W8.92241; \W2.47292; KALAHI-CIDSS : NCDDP PROJECT A2-2 8 APPROVED BY: BSPMC NOTED BY: GROUND FLOOR PLAN ROOFING PLAN ELEVATIONS LONGITUDUNAL SECTION PREPARED BY: CHECKED & VERIFIED BY: SHEET CONTENT: PAGE: \W9.99573; REPUBLIC OF THE PHILIPPINES \W9.82902; DEPARTMENT OF SOCIAL WELFARE \W9.82637; AND \W9.80560; DEVELOPMENT \W9.83512; KALAHI-CIDSS : NCDDP PROJECT SUB-PROJECT TITLE: LOCATION: PPT CHAIRPERSON A2-2 8 APPROVED BY: BSPMC NOTED BY: TECHNICAL FACILITATOR/ MUNICIPAL ENGINEER FLOOR PLAN SCALE 1 : 100 A A B D 1 3 5 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 W3 W5 D1 W1 W1 W2 D1 W3 D2 FEMALE/PWD MALE EAVES LINE FLOWER BOX (GROUND EL 0.00M) (EL 0.25M) ROOF PLAN SCALE 1:100 B A B D 1 3 5 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 GAGE 26 ROOFING SHEET GUTTER (OPTIONAL) RAMP 158.5258739502096 158.5258739502096 158.5258739502096 CE-2 W6 W6 W2 W2 WALL HUNG LAVATORY W3 SPACE FOR SNACKS, ARTS AND CRAFTS PLAY HOUSE (ELEV = 0.30M) (ELEV = 0.30M) 2 4 0.90M 3 LAYERS SHELVE 0.90M 3 LAYER SHELVES 0.20M X 0.20M FLR TILES D3 \A1;38mm(1\S1/2;") dia. - 45mm(1\S3/4;")dia L-TYPE GRAB BAR \W0.75;KALAHI:CIDSS 158.5258739502096 158.5258739502096 158.5258739502096 158.5258739502096 5 3 SCALE 1:100 F 158.5258739502096 158.5258739502096 158.5258739502096 1 158.5258739502096 158.5258739502096 158.5258739502096 LONGITUDINAL SECTION CE-2 2 4 FINISHED FLR LEVEL FOR PLAY HOUSE AREA \A1;3.000 \A1;3.000 \A1;6.000 \A1;2200 \A1;2.700 \A1;0.300 \A1;0.250 \A1;0.050 \A1;3.000 \A1;3.000 \A1;6.000 \A1;4.000 \A1;4.000 \A1;8.000 TRUSS DETAILS TRUSS COMPONENT WOODEN STEEL VERTICAL MEMBERS 1 - 2" X 4" KD/GOOD LUMBER - OR EQUIVALENT 2L - 38 X 38 X 6MM DIAGONAL MEMBERS 1 - 2" X 4' KD/GOOD LUMBER - OR EQUIVALENT 2L - 38 X 38 X 6MM BOTTOM CHORD 2 - 2" X 5" KD/GOOD LUMBER - OR EQUIVALENT 2L - 50 X 50 X 6MM TOP CHORD 1 - 2" X 5" KD/GOOD LUMBER - OR EQUIVALENT 2L - 50 X 50 X 6MM PURLINS 2" X 3" KD/GOOD LUMBER - OR EQUIVALENT GA 14 C-PURLINS CLEATS 2" X 2" KD/GOOD LUMBER - OR EQUIVALENT 1L - 50 X 50 X 6MM KINGPOST 1 - 2" X 5" KD/GOOD LUMBER - OR EQUIVALENT 2L - 50 X 50 X 6MM STRUCTURAL CONCRETE DETAILS MARKS W (MM) D (MM) L (MM) MAIN BARS TIES/STIRRUPS(MM) F1 1000 300 1000 8 PCS -16MM NA C1 250 250 REFER TO PLAN 4 PCS - 6MM A WF1 350 200 REFER TO PLAN 3 PCS 12 MM 12 MM SPCED AT 300 MM OC RB1/TB1 250 300 REFER TO PLAN 2 PCS - 112 MM A \A1;25 \A1;600 \A1;L1 \A1;150 \A1;600 \A1;150 \A1;L \A1;150 \A1;H \A1;300 \A1;W \A1;L \A1;600 \A1;L1 \A1;150 \A1;150 \A1;600 \A1;150 \A1;120 \A1;100 \A1;120 \A1;8.000 \A1;3.000 \A1;3.000 \A1;6.000 \A1;3.000 \A1;2.200 \A1;0.300 \A1;0.300 \A1;3.000 \A1;2.200 \A1;3.000 \A1;3.000 \A1;6.000 \A1;6.000 \A1;4.000 \A1;4.000 \A1;8.000 \A1;0.675 \A1;3.000 \A1;3.000 \A1;6.000 \A1;0.675 \A1;0.675 \A1;DETAILING DIM \A1;ldh \A1;ldh \A1;ldh \A1;DETAILING DIM \A1;L \A1;L \A1;50 \A1;3d \A1;75 \A1;75 \A1;h \A1;h/3 \A1;h/3 \A1;h/3 \A1;l2 \A1;l1 \A1;ln \A1;l1 \A1;l2 \A1; \A1;l1 \A1;l2 \A1;h \A1;350 \A1;150 \A1;100 \A1;400 \A1;400 \A1;400 \A1;100 \A1;400 \A1;250 \A1;150 \A1;WINDOW OPENING \A1;200MM \A1;200MM \A1;h \A1;150 \A1;200 \A1;l2 \A1;l1 \A1;ln \A1;l1 \A1;l2 \A1; \A1;l1 \A1;l2 \A1;h \A1;3.000 \A1;6.000 \A1;3.000 \A1;4.000 \A1;4.000 \A1;8.000 \A1;4.000 \A1;4.000 \A1;8.000 \A1;3.000 \A1;6.000 \A1;3.000 \A1;0.150m \A1;0.250m \A1;W \A1;D \A1;W \A1;L \A1;D \A1;0.70m minimum \A1;0.400m \A1;1.146 \A1;0.927 \A1;0.928 \A1;0.928 \A1;0.927 \A1;1.146 \A1;0.675 \A1;0.675 \A1;3.000 \A1;3.000 \A1;2.200m \A1;1.289 \A1;1.289 \A1;1.714 \A1;0.690 \A1;2.200m \A1;L \A1;2.10 \A1;1.20 \A1;0.60 \A1;2.40 \A1;0.60 \A1;0.60 \A1;1.00 \A1;2.10 \A1;2.10 \A1;0.90 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.30 \A1;0.10 Caparan Makilas Buluan Labi Suclema Timalang Upper Pangi Sanito Bangkerohan Pangi Guituan Tiayon Veteran Village Ipil Heights Lumbia Don Andres Magdaup Lower Taway Taway Tenan Logan Domandan Bacalan IPIL Maasin Poblacion Tirso Babiera Tomitom Dona Josefa Province of: Zamboanga Sibugay N \A1;3.000 \A1;3.000 \A1;8.000 \A1;4.000 \A1;6.000 \A1;6.000 \A1;0.80m \A1;3.000 \A1;3.000 \A1;25.00m. \A1;16.00m. \A1;8.00m. \A1;8.00m. \A1;4.00m. \A1;6.00m. \A1;0.80m \A1;4.0m \A1;1.30m \A1;1.40m \A1;25.00m. \A1;16.00m. \A1;8.00m. \A1;8.00m. \A1;4.00m. \A1;6.00m. \A1;0.80m \A1;0.80m \A1;4.0m \A1;1.30m \A1;1.40m \A1;25.000 \A1;16.000 \A1;4.000 \A1;16.000 \A1;1.600 \A1;3.200 \A1;3.000 \A1;1.500 \A1;8.000 \A1;0.800 \A1;0.800 \A1;3.000 \A1;3.000 \A1;25.000 \A1;0.200 \A1;3.800 \A1;0.500 \A1;0.200 \A1;0.300 \A1;0.800 \A1;0.825 \A1;0.200 \A1;2.800 \A1;0.100 \A1;0.467 \A1;0.300 \A1;16.000 \A1;2.567 \A1;0.100 \A1;0.100 \A1;0.200 \A1;0.100 \A1;0.200 \A1;9.000 \A1;1.000 \A1;9.000 \A1;1.000 \A1;0.20m \A1;0.14m \A1;0.80m \A1;0.80m \A1;0.14m \A1;0.25m. \A1;0.25m \A1;4.00m \A1;3.20m \A1;3.00m \A1;1.50m \A1;25.00m \A1;3.80m \A1;0.50m \A1;0.20m \A1;0.30m \A1;0.80m \A1;0.82m \A1;2.80m \A1;0.30m \A1;16.000 \A1;1.600 \A1;0.200 \A1;0.200 \A1;0.100 \A1;0.467 \A1;0.100 \A1;0.200 \A1;9.000 \A1;1.000 \A1;3.0m. \A1;3.0m. \A1;1.50m \A1;0.80m \A1;4.00m \A1;2.00 \A1;2.00 \A1;2.00 \A1;6.00 \A1;1.30m \A1;0.70m \A1;0.80m \A1;0.80m \A1;0.70m \A1;3.0m. \A1;3.0m. \A1;1.50m \A1;0.20m \A1;0.14m \A1;0.80m \A1;0.80m \A1;0.14m \A1;0.25m. \A1;0.25m \A1;0.80m \A1;4.00m \A1;2.00 \A1;2.00 \A1;2.00 \A1;6.00 \A1;1.30m \A1;0.70m \A1;0.80 \A1;0.80 \A1;0.70 \A1;3.000 \A1;3.000 \A1;16.000 \A1;1.600 \A1;0.200 \A1;0.200 \A1;0.100 \A1;0.467 \A1;0.100 \A1;0.200 \A1;9.000 \A1;1.000 \A1;6.000 \A1;16.000 \A1;2.567 \A1;0.100 \A1;0.100 \A1;0.200 \A1;9.000 \A1;1.000 \A1;1.80 \A1;0.65 RIGHT SIDE ELEVATION SCALE 1:100 B 1 300 5 5 5 5 5 100 MM THK CHB CEMENT PLASTER + PAINT 100 MM THK CHB CEMENT PLASTER + PAINT NGL TOP OF ROOF BEAM ROOF APEX FINISHED FLOOR LEVEL 100 MM THK CHB CEMENT PLASTER + PAINT 100 MM THK CHB CEMENT PLASTER + PAINT SEE TRUSS DETAIL CEILING LINE 300 5 5 5 5 3 5 5 3 1 SCALE 1:100 A A3 A3 LEFT SIDE ELEVATION DAY CARE AREA 5 5 GROUND FLOOR PLAN ROOFING PLAN FRONT ELEVATIONS REAR ELEVATIONS SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 2 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON FLOOR PLAN SCALE 1:100 A A B D 1 3 5 5 5 5 5 5 5 W3 W5 D1 W1 W1 W2 D1 W3 D2 FEMALE/PWD MALE EAVES LINE FLOWER BOX (GROUND EL 0.00M) (EL 0.25M) ROOF PLAN SCALE 1:100 B A B D 1 3 5 5 5 5 5 5 5 5 5 5 5 GAGE 26 ROOFING SHEET GUTTER (OPTIONAL) RAMP 5 5 5 A2 W6 W6 W2 W2 WALL HUNG LAVATORY W3 SPACE FOR SNACKS, ARTS AND CRAFTS PLAY HOUSE (ELEV = 0.30M) (ELEV = 0.30M) 2 4 0.90M 3 LAYERS SHELVE 0.90M 3 LAYER SHELVES 0.20M X 0.20M FLR TILES D3 \A1;38mm(1\S1/2;") dia. - 45mm(1\S3/4;")dia L-TYPE GRAB BAR \W0.75;KALAHI:CIDSS 5 3 SCALE 1:100 C 0.300 5 5 1 5 5 5 LONGITUDINAL SECTION A3 2 4 FINISHED FLR LEVEL FOR PLAY HOUSE AREA A B C CROSS SECTION SCALE 1:100 D A3 5 5 5 NGL SEE TRUSS DETAIL 2200 CEILING LINE FINISHED CR ROOF APEX BACKFILL INTERIOR AND EXTERIORCEILING: 1200 X 2400 X 3MM PLYWOOD ON 50 X 50 KD LUMBER JOIST SPACED AT 400 MM OC BW 3 CONTINOUS AIR VENTS (SEE DETAILS) CONTINOUS AIR 50 X 25 MM WOODEN FRAMES 50 X 25 MM WOODEN GRILLES SPACED AT 100 MM OC SCALE 1:25M D2 FEMALE/PWD CR MALE CR 200 X 200 X 6MM FLOOR TILES 200 X 200 X 6MM FLOOR TILES CR FLOOR PLAN SCALE 1:50M C SECTION B-B' SCALE 1:50M E REFLECTED CEILING PLAN SCALE 1:100 A W6 W5 A' A B' B 200 X 200 X 6MM WALL TILES H = 1000MM SECTIONA-A' SCALE 1:50 D 200 X 200 X 6MM WALL TILES H = 1000MM 200 X 200 X 6MM WALL TILES H = 1000MM A4 A4 TYPICAL ELEVATION & SECTION OF SHELVE SCALE nts B A4 FABRICATED SHELVE USING PLYWOOD/BOARD OF KILN DRIED LUMBER 5 5 5 5 FLOOR LEVEL VENTS DETAILS W6 WALLHUNG LAVATORY D2 38mm (11/2) dia L-TYPE GRAB BAR 35mm 11/2 dia. L-type GRAB BAR DOOR AND WINDOWS SCHEDULE SCALE N.T.S A A5 TRUSS-BEAM CONNECTION DETAILS ROOF TEXT DETAIL \W0.75;KALAHI:CIDSS A B C 1 2 3 FOUNDATION PLAN SCALE 1:100 A S2 100 MM THICK CONCRETE SLAB REINFORCED WITH 10 MM RSB APCED AT 300 MM OCBW C1F1 C1F1 C1F1 C1F1 C1F1 C1F1 C1F1 C1F1 TB1 TB1 WF1 WF1 WF1 TB1 TB1 TB1 TB1 TB1 TB1 5 5 5 5 5 5 A B C RB1 RB1 RB1 RB1 RB1 RB1 RB1 RB1 EAVES LINE ROOF BEAM PLAN B S2 TRUSS 1 TRUSS 1 TRUSS 2 TRUSS 2 TRUSS 2 TRUSS 2 ROOF FRAMING PLAN(WOODEN) SCALE 1:75M D S2 RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER RAFTER 2 X 3 KD LUMBER PURLINS SPACED AT 700 OC (SLANT DISTANCE) TRUSS DETAILS SCALE 1:100 E S2 KINGPOST VERTICAL TOP CHORD DIAGONAL BOTTOM CHORD PURLINS TRUSS 1 TRUSS 2 BOTTOM CHORD TOP CHORD DIAGONAL KINGPOST VERTICAL PURLINS CLETES NGL 8 - 16 MM DIA RSB ON EACH WAYS ISOLATED FOOTING DETAIL SCALE 1:50 C S2 NOTE: A = 10 MM; 2 @50; 4 @ 75; 6 @100 REST AT 150 MMOC FOUNDATION PLAN ROOF BEAM PLAN ROOF FRAMING PLAN TRUSS DETAILS FOOTING DETAIL 25 TO SPECS. R.C. SLAB TO ENG'S DETAIL o 50MM UPVC CONCRETE CANT STRIP VITRIFIED FLOOR TILES MEMBRANE WATERPROOFING FOR APPROVAL FLOOR DRAIN OUTLET SLOPE SLOPE COLD WATER LINE LAYOUT SCALE 1:75 A P1 COLD WATER LINE ISOMETRIC VIEW B P1 SEWER LINE LAYOUT C P1 SEWER LINE ISOMETRIC VIEW D P1 19 MM GI PIPE S 40 15 MM GI PIPE S40 19 MM GATE VALVE FROM WATER SOURCE WC WC WC WC F F F F 100 MM TO SEPTIC TANK 100 MM 100 MM 100 MM 50 MM 50 MM WC WC FD FD 50 MM VS 50 MM VS 50 MM VS 50 MM VS WC WC FD FD TO SEPTIC TANK 100 MM GV 19 MM STANDARD HEIGHT OF FIXTURES FROM FLOOR TO TOP OF RIM FROM FLOOR TO TOP OF RIM FROM FLOOR TO TOP OF RIM POSITION FIXTURE BUILT IN LAV. SINK LAVATORY SINK WATER CLOSET HEIGHT IN MM 750 445 800 600 L1 150 600 150 L 150 150mmd OUTLET PIPE CONNECT TO NEAR VERT. & HORZ. 12mmd BARS @ 600 O.C. 150mm THK. CHB REINF. w/ SEWER LINE WATER LEVEL DIGESTIVE CHAMBER SLOPE SECTION WATER LEVEL LEACHING CHAMBER H BASE COARSE COMPACTED GRAVEL SLOPE 300 COVER (TYP.) MANHOLE W 16mmd GALVANIZED STEEL LIFT BAR (TYP) SEWER LINE 150mmd OUTLET PIPE CONNECT TO NEAREST PLAN 600mm x 600mm MANHOLE 150mmd INLET PIPE COVER W/ HANDLE L 600 L1 150 150 600 150mmd PVC INLET PIPE 150 1.50 SINGLE ROOM DAY DESCRIPTION 1.20 1.80 1.20 DIMENSION W L L1 H CARE CENTER CO FLOOR DRAIN INSTALLATION DETAIL SEPTIC TANK DETAILS NTS E P1 F = FAUCET WC = WATER CLOSET FD = FLOOR DRAIN HB = HOSE BIBB GV = GATE VALVE LAV = LAVATORY VS = VENT STOCK LEGEND F LIGHTING LAY OUT SCALE 1:100 A E1 POWER LAY OUT B E1 LEGEND : PLASTIC WALL PLATE SWITCH (3-WAY) 10A 250V Cable Color Coded Metal Conduit Under floor duct Rigid vinyl tube Metal duct (raceway, lighting duct, etc.) NOTE : " " indicates selection Aerial Underground Super high tension High tension Low tension 3. ELECTRICAL LIGHTING 3.1 Wiring Wiring method : 2.1 Frequency 50 Hz 60 Hz 2. ELECTRICAL SYSTEM 3.2 Distribution Panel 600v CV Fire proof cable HIV WF WR 600v IV Wiring method : PARTICULAR SPECIFICATION : LIGHTING FIXTURE FL 40W X 1 1. POWER RECEIVING SYSTEM Aerial and underground 2.2 Lighting and Power Line 1.1 Voltages and Lead-in Methods (Works by the Owner) Single-phase 2-wire : AC 220V Based on Local Specifications MELAMINE RESIN PLASTIC WALL PLATE FINISH PLASTIC WALL PLATE MALE SOCKET PLUG SCREW TYPE RECEPTACLE PORCELAIN PLASTIC WALL PLATE Hook type With earth pole Stainless Steel Single receptacle With earth terminal High tension stand Receptacle: Gang receptacle With insulated frame drawings, they can be used upon approval of the sample made within the range of the contracted amount. Heavy fixture shall be suspended with inserts and Slight modification of the design of the fixture may be SWITCH (1 - WAY X 2) 10A 250V for good appearance and structural strength. with waterproof ballasts and sockets. not distart or drop due to heat. The metallic parts of the material shall be thick enough All fluorescent lamps shall be provided with the noise prevention devices and the sockets be generally of The fixture specified as waterproof shall be equipped The effect of illumination must be taken into account for the covers and globes of the fixture and they shall All the fixture must be provided with wire connection terminals. The fixture which are to be regulated by the Building Standards Act shall be given special consideration so as not to violate the acts and Fluorescent lamps of 20 watts or more (except for circular lamps) shall be of high power factor type and those of 40 watts or more shall be of rapid start type. In sites where there is no supply of electricity (not energized). Lighting Fixture shall not be supplied and installed. suspension bolts from the slab. The shop drawing of each fixture must be prepared in accordance with the drawing and shall be approved by the Supervisor prior to the fabrication and installation. If ready made fixture are similar to those shown in the shall be easy to open provided tests must be possible without used for branch lines, section SWITCH (1 - WAY) 10A 250V but semiflush mount type of installations. switch must be provided at If single pole breakers are removing the front panel. with lock set and isolation according to the conditions each circuit. finish with specified color, front panel and provided at each circuit. Material and Finish: Steel plate melamine baked Structure:In principle the front panel Type: Wall mount type in principle STEEL 4.3 Fluorescent Lamps regulations. Note: by the Supervisor. 4.1 GENERAL 4. LIGHTING FIXTURE the turret type. 4.2 Structure, Material and Finish Cover plate: Resin 3.3 Receptacles OUTLET 10A 250V OUTLET FOR CEILING FAN JUNCTION BOX PANEL BOARD UNDERGROUND WIRING SERVICE ENTRANCE CAP INCOMING ELECTRIC SWITCH LINE SWITCH (1 FACE) SWITCH (2 FACE) OUTLET SOCKET TO PANEL BOARD SWITCH (1 FACE, 3 WAY) OUTLET SOCKET (CEILING FAN) LIGHTING FIXTURE (CFL 22W X 1) CIRCUIT LINE LIGHTING FIXTURE (CFL 9 W X 1) INSULATED, PVC JACKETTED CABLE 3W FOR LINE TO GROUND ELECTRICAL CONNECTION GROUND WHERE APPLICABLE 2 C # 5.5 mm THW CABLE LIGHTING OUTLET SPARE OUTLET 2 1 POINT HOOK ON CONCRETE POLE (N.I.C) PANEL BOARD NGL 2 C # 8.0 mm THW IN 25 mm d RSC 2 220 V AC HOUR METER 1d 60 CYC CONCRETE POST KILOWATT M 220 V AC 1d 60 CYC FROM METER CENTER / ELECTRICAL 1,500 MAX. JUNCTION BOX PIPE 25 mm d 4" X 4" IN 25 mm (W.P) BOARD (L-1) PANEL 20A 3 30A MCB 15A 20A 1 USE 2 #5.5 mm THW IN 25 mm d RSC CAPACITY 30 AMP. 220 2270 COMPUTATIONS TOTAL COMPUTED LOAD = 3 1 2 CKT.NO. VOLT AMP VOLT MAIN FEEDER SPARE X 100% D.F. = 220 220 746 2270 LIGHTING OUTLET 4 - 22W CONVINIENCE OUTLET 5 - 200W CEILING FAN OUTLET 2 - 200W LIGHTING OUTLET 2 - 9W MAIN AREA MAIN AREA MAIN AREA CORRIDOR DESCRIPTION 124 220 220 1400 VOLTS AMP. VOLTS 2 - # 3.5mm THW 2 - # 5.5mm THW = 10.31 AMP. 3.39 10.31 2 2 15 mm dPVC 25 mm dPVC SIZE OF WIRE 2 - # 3.5mm THW 2 - # 3.5mm THW 0.56 6.36 2 AMP 2 15 mm dPVC 15 mm dPVC SIZE OF CONDUIT 20A 30A 15A 20A CB RATING LIGHTING OUTLET 2 - 100W CR LOAD COMPUTATIONS SCALE NTS D E1 ELECTRICAL NOTES C E1 120 100 120 NGL d RSC SINGLE LINE DIAGRAM SCALE N T S E E1 1 2 a b d c e Sabdeh Sc A B D 5 5 5 5 5 FRONT ELEVATION SCALE 1:100 C NGL FINISHED FLOOR LEVEL TOP OF ROOF BEAM ROOF APEX 100 MM THK CHB CEMENT PLASTER + PAINT 300 X 25 MM THK FACIA BOARD .40mm GI Sheet ROOFING SHEET A2 \W0.75;KALAHI:CIDSS 5 SITE DEVELOPMENT PLAN VICINITY MAP THE REPUBLIC OF THE PHILIPPINES COUNTRY NAME PROJECT NAME OWNER SITE LOCATION SITE AREA TOTAL FLOOR AREA STRUCTURE BUILDING HEIGHT ONE STOREY BUILDING CONCRETE AND STEEL /OR/ WOOD SEE SITE PLANS DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT KALAHI-CIDSS THE REPUBLIC OF THE PHILIPPINES DESCRIPTION OF PROJECT: NCDDP Province of: ________M 2 SIZE OF FINISH WOOD SHALL MEAN DRESSED DIMENSION. AT THE SITES LOCATED WITHIN 1.0km FROM COASTLINE , THE FOLLOWING ITEMS MUST BE APPLIED WITH 1COAT OF EPOXY PRIMER RED LEAD FINISH WITH FOR CEILING USE HARDIFLEX BRD/MARINE PLYWOOD. ALL EXTERIOR IRON SHALL BE RUST-PROOF TREATED. USE HEAT INSULATING MATERIALS IN CEILINGS (OPTIONAL). STEEL TRUSS AND PURLINS OTHER EXTERIOR STEEL ACCESSORIES CEILING RUNNER & FURRING SHALL BE WOOD FINISH CARPENTRY MATERIAL SHALL BE OIL PAINT. 2-COATS OF MARINE PAINT : INSTRUCTIONS: CAULKING MATERIALS SHALL BE POLYURETHANE. 5 7 6 8 1 3 4 2 REAR ELEVATION SCALE 1:100 D 0.300 5 5 100 MM THK CHB CEMENT PLASTER + PAINT 100 MM THK CHB CEMENT PLASTER + PAINT D B A A2 5 5 5 5 technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST SHEET CONTENT: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT SUB-PROJECT TITLE: PREPARED BY: REVIEWED & VALEDATED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC COMMUNITY INFRASTRUCTURE OFFICER MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST PAGE: A1 1 TABLE OF CONTENTS A1-1 A2-2 A3-3 A4-4 S1-6 S2-7 P1-8 PERSPECTIVE LEFT SIDE ELEVATION RIGHT ELEVATIONS LONGITUDUNAL SECTION CROSS SECTION SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT A3 3 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST CEILING PLAN TYPICAL SECTION & ELEVAATION OF SHELVES CR FLOOR PLAN CR SECTIONS SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT A4 4 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST DOORS AND WINDOWS SCHEDULE SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT A5 5 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONA COMMUNITY INFRASTRUCTURE SPECIALIST STRUCTURAL DESIGN CRITERIA TYP. BEAM CONST. JOINT DETAIL STD HOOK DIMENSIONS MIN HOOKED BAR DEV. LENGTHS MIN.STRAIGHT BAR DEV. LENGTHS SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT S1 6 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 7 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST PERSPECTIVE SITE DEVELOPMENT PLAN VICINITY PLAN A2 1 2 5 5 5 5 A B D 5 5 5 5 5 A4 DETAILING DIM 90 ° HOOK ldh ( MM ) AT BEAM (LOCATION WITHIN MIDDLE THIRD SPAN ) 10 d ( MM ) 12 d 16 d 20 d BAR SIZE 25 d 205 MIN. HOOKED BAR 270 335 620 90 ° HOOK TOP BARS 165 ldh CRITICAL SECTION CRITICAL SECTION 12 d 25 d 20 d 16 d BAR SIZE ( MM ) 10 d 155 205 255 475 180 ° HOOK 150 OTHERS ldh CRITICAL SECTION ldh DETAILING DIM 150 120 96 72 ( MM ) 60 D L D 65 100 80 65 ( MM ) 180 ° 65 145 300 240 195 ( MM ) 120 90 ° 180 ° HOOK L D UNIT WEIGHT=16 KN/CU.M (ASSUMED) HORIZONTAL SPACING: AT EVERY 3 LAYERS ZONE 1 V=200 KPH Qs=2 KPa ROOF ELEMENTS 1.30 OUTWARD WINDWARD ROOF 0.90 OUTWARD NORMAL FORCE METHOD IS USED TO COMPUTE WIND PRESSURE EFFECTS CASE A: Qa = 5 T/SQ.M. (49.10 KPa) CASE A: Qa = 8 T/SQ.M. (78.50 KPa) V=(0.40*1.00*2.75/5)*W=0.22*W, Kn C=1.25*1.5/(0.339^ 2/3)=3.86 > 2.75 T=0.075*7.5^ 3/4=0.339 SEC. Ct=0.075 FOR RCMRSF S=1.5, SITE COEFFICIENT C=1.25*S/(T^ 2/3) < 2.75 Rw=5.0, OMRSF, CONCRETE 1=1.00, STANDARD OCCUPANCY STRUCTURE Z=0.40, ZONE COEFFICIENT V=(Z*1*C/Rw)*W (BASE SHEAR, Kn) ZONE 4 USE C=2.75 T=Ct*Hn^ 3/4 SEC. Hn=7.5M. WALL ELEMENTS 1.20 INWARD 3.2. ELEMENTS AND COMPONENTS LEEWARD ROOF 0.70 INWARD LEEWARD WALL 0.50 OUTWARD WINDWARD WALL 0.80 INWARD THE DIFFERENT Cq VALUES ARE AS FOLLOWS: P=1.17*2.0*1.00*Cq=2.34*Cq (KPa) l=1.0, STANDARD OCCUPANCY STRUCTURES EXPOSURE C, WHERE Ca AVG.=1.17 ROOFS: 3.1. PRIMARY FRAMES WALLS: SG 671 SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS BY AMERICAN IRON AND ASTM C39 METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOULDED CONCRETE CYLINDERS SOIL (SELF-WEIGHT) 16 KN/CU.M P=Ce+l+Qs+Cq (BASIC WIND PRESSURE, KPa) CORRIDOR, ETC. 4.80 KPa CLASSROOM 2.00 KPa OVER 60 0.60 KPa 21 TO 60 0.70 KPa 0 TO 20 0.80 KPa TRIBUTARY LOADED AREA (SQ.M.) ROOF LIVE LOAD (30 DEGREES SLOPE) TOPPING/FINISH 0.80 KPa STEEL (SELF-WEIGHT) 77 KN/CU.M WATER (SELF-WEIGHT) 9.81 KN/CU.M FLOOR LIVE LOAD STEEL TRUSSES 0.20 KPa STEEL PURLINS 0.10 KPa METAL ROOFING, GA. 26 0.10 KPa CHB WALLS, 4" THK 1.92 KPa CHB WALLS, 6" THK 2.73 KPa CEILING, FIXTURES, ETC. 0.20 KPa CONC COL, BEAMS (SELF WEIGHT) 24 KN/CU.M STEEL INSTITUTE ASTM C150 PORTLAND CEMENT ASTM C94 READY-MIXED CONCRETE ASTM C33 CONCRETE AGGREGATES 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY CODE (AWS D 1.1) ITEM IS NOT SHOWN ON THE CONTRACT DRAWINGS. UNLESS INDICATED OTHERWISE, WELDING ELECTRODES SHALL BE E60 XX. FOR 100MM THK CHB: USE 10MM¢ REBARS 4. FOR 150MM THK CHB: USE 12MM¢ REBARS 3. ALL CELLS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT. SHALL BE 450 PSI (3.10 Mpa) OF ITS NET AREA. 2. RECOMMENDED COMPRESSIVE STRENGTH OF CONCRETE HOLLOW BLOCKS STACK BOND SHALL BE USED ONLY WHEN SPECIFIED. RUNNING BOND (INTERLOCKING COURSE) WITH FULL MORTAR BEDDING, 1. ALL CONCRETE HOLLOW BLOCKS MASONRY WALLS SHALL BE LAID IN 4. ALL BOLTS AND TREADED FASTENERS SHALL BE ASTM A307 UNLESS VERTICAL SPACING: 600MM OTHERWISE NOTED. REQUIRED FOR THE COMPLETION OF THE STRUCTURE EVEN IF EVERY SUCH 2. CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTORS, ETC. OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE 9TH EDITION THE TABULATED VALUES OF SPLICE LENGTH. AND THE SPLICE LENGTH SHALL NOT BE LESS THAN WHAT IS INDICATED IN 6. LAP SPLICES SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN HEIGHT, COLUMN. AT LEAST TWO CLOSED STIRRUP TIES SHALL BE PROVIDED AT ALL DISTANCE OF TWICE THE BEAM/GIRDER DEPTH FROM THE FACE OF THE INTO COLUMNS SHALL NOT BE LOCATED WITHIN THE COLUMN NOR WITHIN A 5. SPLICES REQUIRED IN THE REINFORCEMENT OF BEAMS/GIRDERS FRAMING UNLESS OTHERWISE NOTED OR SHOWN. WHEREVER POSSIBLE. SPLICES. BEAMS AND COLUMNS 40 MM SLABS AND WALLS 20 MM OTHER BARS 50 MM 16¢ BARS OR SMALLER 40 MM A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 75MM SPLICES SHALL LAP A MINIMUM OF 40 BAR DIA AND SHALL BE STAGGERED DETAILS. FOR NON-STRUCTURAL WALLS, MASONRY WALLS, AND SLBSM CONCRETE BEAMS, COLUMNS, AND WALLS SHALL BE AS SHOWN IN THE 4. BAR SPLICES SHALL BE SECURELY WIRED TOGETHER, SPLICES IN REINFORCED BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT. 3. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED 2. REINFORCING BARS SHALL BE FREE OF RUST, GREASE, OR OTHER MATERIALS C. FORMED SURFACES NOT EXPOSED DIRECTLY TO EARTH OR WEATHER B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER 1. MINIMUM CONCRETE COVER TO ALL REINFORCING BARS SHALL BE AS FOLLOWS: LIKELY TO IMPAIR BOND. 7. ALL BAR DIAMETERS AND SPACINGS ARE IN MM UNLESS OTHERWISE NOTED. 6. ALL DIMENSIONS ARE IN METRIC SYSTEM UNLESS OTHERWISE NOTED. CONCRETE, ETC. PLUMBING & SPECIFICATIONS. ASTM A615 DEFORMED AND PLAIN STEEL BARS FOR CONCRETE REINFORCEMENT ASTM A611 STEEL, SHEET, CARBON, COLD-ROLLED,STRUCTURAL QUALITY ASTM A36 BUILDING CODE REQUIREMENTS FOR STRUCTURAL STEEL ACI 318-89, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE UNIFORM BUILDING CODE, 1988 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES, 1992 EDITION 6. MASONRY REINFORCING STEEL YIELD STRENGTH (fy): 275 MPa (40000 PSI) 5. MASONRY CONCRETE GROUP COMPRESSIVE STRENGTH (fc'): 13.8 MPa (2000 PSI) 4. MASONRY COMPRESSIVE ULTIMATE STRENGTH (fm): 3.10 Mpa (450 PSI) 3. STRUCTURAL STEEL YIELD STRENGTH (fy): 248 Mpa (36000 PSI) 2. REINFORCING STEEL YIELD STRENGTH (fy): 206.84 Mpa (33000 PSI) 5. GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. 4. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS, AND DETAILS. SHALL INCLUDE BUT NOT BE LIMITED TO BRACING AND SHORING FOR LOADS IMPOSED DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT NEW AND EXISTING CONSTRUCTION. THIS AND DIMENSIONS OF OPENINGS, GROOVES, REGLETS, PIPE SLEEVES, CONDUITS, EMBEDDED OR ATTACHED ITEMS TO 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE, WHICH SHALL INCLUDE THE LOCATION 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL, SANITARY, SLAB ON GRADE, & OTHERS. FOR SCHOOL TYPE A, B, C, SCI-LAB, TOILET. (fc') 17 Mpa (2500 PSI) FOR FOOTINGS, GRADE BEAMS, ROOF BEAMS COLUMNS, BEAMS , COLUMNS, SLAB ON GRADE, & OTHERS, FOR SCHOOL TYPE D. 1. CONCRETE COMPRESSIVE STRENGTH (fc') 20 MP (3000 PSI) FOR FOOTINGS, GRADE BEAMS, ROOF 1. STRUCTURAL DESIGN CRITERIA CODES AND STANDARDS 1. GOVERNING CODES: 2. GOVERNING STANDARDS: DESIGN LOADS 1. DEAD LOADS 2. LIVE LOADS 3. WIND LOADS 4. SEISMIC LOAD 5. SOIL PROPERTIES DESIGN MATERIAL STRESSES: ll. CONSTRUCTION NOTES: GENERAL CONCRETE STRUCTURAL STEEL: MASONRY: 25 d 20 d 955 495 735 380 ( MM ) 16 d 12 d 10 d BAR SIZE TOP BARS 300 400 300 ldh ( MM ) 300 305 OTHERS 300 MIN. STRAIGHT BAR CONST. JOINT SHEAR ZONE UNINTERRUPTED TO RUN THRU JOINT TOP & BOTTOM BARS 50 3d =60MM (TYP) 75 75 h h/3 h/3 2-20MMd EXTRA DIAGONAL SHEAR BARS h/3 l2 l1 ln TYPICAL ROOF BEAM 4. AT LAP SPLICES, SPACING OF STIRRUPS SHALL BE 100MM MINIMUM. l2 = ln/4 l1 1. TERMINATE ALL REQUIRED TOP & BOTTOM BARS AT THE FAR FACE 2. MINIMUM DEVELOPMENT LENGTH L2 = ld FOR OTHERS L1 = ld FOR TOP BARS OF THE COLUMN CORE. IS NOT ALLOWED. 3. LAP SPLICE WITHIN THE JOINT NOTES : LESS THAN ld L1 AND L2 SHOULD NOT BE l2 L2 L1 NOTE : UNLESS OTHERWISE NOTED l1 = ln/5 AT INTERSECTION 4. SPECIAL TIES AT THE BEAM/COLUMN JOINT TO CONFIGURE TO THE SAME CONFIGURATION OF TIES AS INDICATED IN THE SCHEDULE OF COLUMNS. l1 ln 3. PROVIDE TIES AT 100MM O.C. OVER THE FULL LAP 1. SPLICES ARE PERMITTED ONLY WITHIN THE CENTER 2. STAGGER BAR SPLICES BY 600MM OR MORE. SPLICE LENGTH. HALF OF COLUMN HEIGHT (H). NOTES : l2 h AT CORNER 12MMd DOWEL BARS TO MATCH HOR. BAR 350 150 100 RC STIFFENER 400 16MMd VERT BAR 400 400 100 EVERY 3 LAYERS 12MMd VERT BARS AT 600MM O.C 12MM HOR. BARS 150MM THK. CHB WALL 400 12MM HOR. BARS EVERY 3 LAYERS AT 600MM O.C 12MMd DOWEL BARS TO MATCH HOR. BAR 250 150 RC STIFFENER 16MMd VERT BAR 12MMd VERT BARS 5. ALL DIMENSIONS SHOULD BE IN MILLIMETER. WINDOW OPENING 200MM (MINIMUM) (MINIMUM) 200MM h 150 200 400 LAP LAP TYPICAL CHB CONNECTION DETAIL TYPICAL CONSTRUCTION JOINT DETAIL MINIMUM REQUIREMENT FOR DEVELOPMENT LENGTH TYPICAL LINTEL BEAM DETAIL S C H E D U L E O F F O O T I N G S SECTION FOOTING DIMENSIONS (mm) LENGTH 1000 (L) FOOTING MARK 800 F-1 F-2 WIDTH 800 1000 (W) 1200 (D) DEPTH 1200 4 - 16mmd 4 - 16mmd REINFORCEMENT THICKNESS 250 250 (t) BAR X 4 - 16mmd BAR Y 4 - 16mmd S-1 C PLAN W L TYP. FOOTING / TIE BEAM DETAIL 100 100 X-BARS SCALE : L NTS NGL NGL D Y-BARS t NATURAL GRADE LINE d10@600 HOR. BARS CHB VERT. BARS d10@600 DETAIL OF WF-1 BEDDING G-20mm GRAVEL REMARKS SQUARE FOOTING SQUARE FOOTING SQUARE FOOTING SQUARE FOOTING S-1 D 250 600 SCALE : 400 100 mm THICK GRAVEL BEDDING Y-BARS X-BARS 3-d10mm d10mm @300 CUT BARS NTS. 150MM THK. 250mm l2 l1 ln l1 l2 L2 L1 l1 ln l2 h TYPICAL TIE BEAM SCALE 1:100 5 5 5 1 2 3 5 5 5 S2 A C 5 5 5 1 2 3 5 5 5 B 0.150m 0.250m W D W L D 0.70m minimum 0.400m PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS PURLINS <> <> 0.928 <> 0.927 <> <> <> 5 5 2.200m 5 5 5 5 2.200m \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 8 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC COMMUNITY INFRASTRUCTURE OFFICER MARY ROSE M. KIPKIP., CE LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER P1 \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 9 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC COMMUNITY INFRASTRUCTURE OFFICER MARY ROSE M. KIPKIP., CE LOCATION: \W1.75161; CONSTRUCTION OF DAY \W1.75161; CARE CENTER E1 SHEET CONTENT: PAGE: APPROVED BY: BSPMC REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST SHEET CONTENT: PAGE: APPROVED BY: BSPMC ROLIESTE C. FALSIS., CE REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST SCALE 1:100 SCALE 1:75 SCALE 1:75 SCALE 1:75 SEWER LINE DETAILS SEPTIC TANK DETAILS COLD WATER LINES DETAIL LIGHTING LAYOUT POWER LAYOUT ELEC NOTES LOAD COMP TYP FIXTURES RISER DIAGRAM A5-5 E1-9 PERSPECTIVE SITE DEVELOPMENT PLAN VICINITY PLAN GROUND FLOOR PLAN ROOFING PLAN FRONT ELEVATIONS REAR ELEVATIONS LEFT SIDE ELEVATION RIGHT ELEVATIONS LONGITUDUNAL SECTION CROSS SECTION CEILING PLAN TYPICAL SECTION & ELEVAATION OF SHELVES CR FLOOR PLAN CR SECTIONS DOORS AND WINDOWS SCHEDULE STRUCTURAL DESIGN CRITERIA TYP. BEAM CONST. JOINT DETAIL STD HOOK DIMENSIONS MIN HOOKED BAR DEV. LENGTHS MIN.STRAIGHT BAR DEV. LENGTHS SEWER LINE DETAILS SEPTIC TANK DETAILS COLD WATER LINES DETAIL FOUNDATION PLAN ROOF BEAM PLAN ROOF FRAMING PLAN TRUSS DETAILS FOOTING DETAIL LIGHTING LAYOUT POWER LAYOUT ELEC NOTES LOAD COMP TYP FIXTURES RISER DIAGRAM NOTED BY: NOTED BY: COMMUNITY INFRASTRUCTURE OFFICER COMMUNITY INFRASTRUCTURE OFFICER COMMUNITY INFRASTRUCTURE OFFICER COMMUNITY INFRASTRUCTURE OFFICER COMMUNITY INFRASTRUCTURE OFFICER COMMUNITY INFRASTRUCTURE OFFICER RB1 CONCRETE COLUMN 20X35MM CEMENT FIBER BOARD OR 1" X 12 FACIA PURLINS (REFER TO STRUCTURAL DETAILS) PRE-PAINTED G.I. ROOFING ANCHOR BOLT OR STRAP BASE PLATE TOP CHORD BOTTOM CHORD 6 MM THK PLYWOOD CEILING (PAINTED) ON 50X50MM JOISTS @ 600 MM OC B.W ROOF VENT PAINTED 2 BOLTS POST TRAP L D2 D1 2.10 1.20 0.60 2.40 0.60 0.60 PVC DOOR W/ DOOR KNOB PANEL DOOR 2 UNITS VARNISH FINISH LOCKSET: KWIKSET DOOR KNOB OR EQUIVALENT WITH DEAD BOLT LOCKSET ALUMINUM FRAMED WINDOWS WITH 6MM THK CLEAR GLASS JALOUSIE BLADES W1 W2 W3 ALUMINUM FRAMED WINDOWS WITH 6MM THK CLEAR GLASS JALOUSIE BLADES ALUMINUM FRAMED WINDOWS WITH 6MM THK CLEAR GLASS JALOUSIE BLADES ALUMINUM FRAMED WINDOWS WITH 6MM THK CLEAR GLASS JALOUSIE BLADES D3 1.00 2.10 2.10 0.90 0.60 W4 0.60 ALUMINUM FRAMED WINDOWS WITH 6MM THK CLEAR GLASS JALOUSIE BLADES W5 0.60 0.60 0.60 0.60 0.60 WOOD JAMB 100/150MM THK CHB WALL W/ 20 MM THK CEMENT PLASTER STEEL WINDOW FRAME PROVIDE SEALANT 50X150MM DOOR JAMB 6 MM THK MARINE PLYWOOD (ON BOTH SIDES) FR. 50X50MM DOOR FRAME 50 CORRIDOR LINE 3 MM THK 50X25MM CORR. ALUM. ANGLE NOSING 45 MM FLUSH DOOR 500X100MM/150MM WOOD JAMB DOOR FRAME STEEL WINDOW FRAME PROVIDE SEALANT PROVIDE SEALANT 50X100MM/150MM DOOR JAMB 6 MM THK GROOVE (ALL AROUND) 45 MM FLUSH DOOR LINTEL BEAM COAT WITH HOT ASPHALT SILL DETAIL DOOR SILL DETAIL INSIDE OUTSIDE OUTSIDE HEAD DETAIL HEAD DETAIL 0.30 0.10 REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: REVIEWED & VALIDATED BY: MINI STORAGE <> <> FLOOR PLAN SCALE 1:100 <> 5 5 5 5 5 5 <> CONCRETE PATH WAY 2.0m. x 1.5m. 5% SLOPE 5% SLOPE\H0.8x; 5 5 5 5 5 5 STIFFENER COLUMN ROOF EDGE @ 0.80m. ENTRANCE 5 5 <> <> ROOF BEAM CONC. MASONRY WALL W/ SMOOTH FINISH FACIA BOARD LEFT & RIGHT SIDE VIEW ELEVATION SCALE 1:100 CONCRETE PATH WAY 2.0m. x 1.5m. 5 SOLAR DRIER 5 5 5 5 5 <> \A1;1.60m \A1;2.80m 5 KALAHI - NCDDP ROOF BEAM CONC. MASONRY W/ SMOOTH FINISH SANEFA 1" X 10" 5 REAR VIEW ELEVATION SCALE 1:100m. CONCRETE PAVEMENT 0.10m. THK. CONC. MASONRY WALL W/ SMOOTH FINISH SANEFA 1" X 10" LINTEL COLUMN LINTEL BEAM STIFFER COLUMN 5 CONCRETE LOUVER SOLID PANEL DOOR 5 FRONT VIEW ELEVATION SCALE 1:100m. 5 5 CONCRETE PAVEMENT 0.10m. THK. FILLING MATERIALS 0.40mm thk. Roofing Sheet 5% SLOPE\H1.1111x; 5 \A1;0.50m 5 5 5 \A1;0.50m 5 5 FILLING MATERIALS 5 5 5 5 A \W0.80000x;1 \W0.80000x;APPROVED BY: \W0.80000x;NOTED BY: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;SUB-PROJECT NAME: \W0.80000x;CHECKED AND VERIFIED BY: \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;Municipal Engineer \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;PETER ALROY S. GERONILLA / CHIDEE S. RICO / \W0.80000x;MA. THERESE T. VILLAFUERTE \W0.80000x;ENGR. ERNESTO JOSE C. BABIERA \W0.80000x;ENGR. ROLEISTE C. FALSIS REPUBLIC OF THE PHILIPPINES VICINITY MAP N O T T O S C A L E A 1 3 LEGEND : MUNICIPAL BOUNDARY PROVINCIAL ROADS BARANGAY ROADS MUNICIPALITY BARANGAY NATIONAL HIGHWAY LOCATION MAP N T S N Municipal of Ipil BRGY. MAASIN PERSPECTIVE VIEW N O T T O S C A L E A 1 1 SITE DEVELOPMENT PLAN N O T T O S C A L E A 1 2 \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: \W0.80000x;VICINITY MAP \W0.80000x;SITE DEVELOPMENT PLAN \W0.80000x;PERSPECTIVE \W0.80000x;S A N I T A R Y \W0.80000x;E L E C T R I C A L \W0.80000x;S T R U C T U R A L \W0.80000x;A R C H I T E C T U R A L \W0.80000x;L I N E A N D G R A D E \W0.80000x;L A N D U S E A N D Z O N I N G \W0.80000x;Republic of the Philippines \W6.37168; \W0.80000x; \W0.80000x;OFFICE OF THE \W0.80000x;BUILDING OFFICIAL \W0.80000x;TABLE OF CONTENT \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x; 4 \W0.80000x;LOCATION: , Ipil, Zamboanga Sibugay Province \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: S \W0.80000x;1 \W0.80000x; 3 THE REPUBLIC OF THE PHILIPPINES COUNTRY NAME PROJECT NAME OWNER SITE LOCATION SITE AREA TOTAL FLOOR AREA STRUCTURE SEMI CONCRETE SEE SITE PLANS DEPARTMENT OF SOCIAL WELFARE AND PAMANA SUB-PROJECT THE REPUBLIC OF THE PHILIPPINES DESCRIPTION OF PROJECT: VARIOUS SUBPROJECT SITES IN THE COUNTRY 54.0 S-M DEVELOPMENT (DSWD) 4" THK CONCRETE FLOORING NATURAL GRND LN. 0.20m 0.14m 0.80m 0.80m 0.14m F C DETAIL 10mm d LATERAL TIES 3 SPACED AT .05m O.C. 4 AT .10m O.C. REST AT .20m O.C. 3" THK GRAVEL BED COMPACTED FILLING MATERIALS 6 - 16mmd HOR. BARS BOTHWAYS 0.25m. 4 - 16mm d VERTICAL COLUMN \W0.80000x;FOUNDATION PLAN \W0.80000x;FOOTING & COLUMN DETAILS \W0.80000x;WALL FOOTING DETAILS \W0.80000x;SCHEDULE OF FOOTINGS 0.80m <> \W8.66330; \T1.50000;SCHEDULE OF FOOTINGS FOOTING MARK \W1.75678; FOOTING DIMENSIONS (mm) \W4.65696; REINFORCEMENTS \W0.40960; LENGTH, L WIDTH, W F-1 \W0.60297; 800 \W0.42995; DEPTH, D \W0.66983; THICKNESS \W0.66983; t \W0.53154; 105 \W0.60297; 250 \W3.57280; X \W3.75285; Y \W2.08832; 4-16mm REMARKS \W1.08532; Square Footings \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W9.71649; \W0.80000x;LOCATION: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: A \W0.80000x;2 \W0.80000x; 4 \W0.80000x;FLOOR PLAN \W0.80000x;ELEVATIONS \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: A \W0.80000x;3 \W0.80000x; 4 \W0.80000x;FLOOR PLAN \W0.80000x;ELEVATIONS 4.00m 3.20m 3.00m 1.50m 25.00m ROOF BEAM CONC. MASONRY WALL W/ SMOOTH FINISH SANEFA 1" X 10" LEFT & RIGHT SIDE VIEW ELEVATION SCALE 1:80m CONCRETE PATH WAY 2.0m. x 1.5m. 3.80m SOLAR DYER 0.50m 0.20m 0.30m 0.80m 0.82m \A1;1.60m 2.80m 0.30m 5 5 5 5 <> <> \A1;2.80m KALAHI CIDDS - NCDDP 5 REAR VIEW ELEVATION SCALE 1:100m. CONCRETE PAVEMENT 0.10m. THK. CONC. MASONRY WALL W/ SMOOTH FINISH SANEFA 1" X 10" 5 CONCRETE LOUVER 0.40mm thk ordinary roofing Sheet \A1;0.50m 5 5 FILLING MATERIALS 5 5 \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;ENGR. ERNESTO JOSE C. BABIERA \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: A \W0.80000x;2 \W0.80000x; 4 \W0.80000x;FLOOR PLAN \W0.80000x;ELEVATIONS 5% SLOPE\H1.1111x; 25.00m. 16.00m. FOUNDATION PLAN SCALE 1:70m 8.00m. 8.00m. 4.00m. 6.00m. 0.80m 3.0m. 3.0m. 1.50m \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: \W9.71649; \W0.80000x;LOCATION: WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 REINF. BARS @ 0.60 M. O.C. BOTHWAYS \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;ENGR. ERNESTO JOSE C. BABIERA \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: S \W0.80000x;1 \W0.80000x; 3 \W0.80000x;FOUNDATION PLAN \W0.80000x;FOOTING & COLUMN DETAILS \W0.80000x;WALL FOOTING DETAILS \W0.80000x;SCHEDULE OF FOOTINGS F C 1 1 F C 1 1 F C 1 1 F C 1 1 F C 1 1 WF-1 WF-1 WF-1 WF-1 REINF. BARS @ 0.50 M. O.C. BOTHWAYS 0.80m \W0.60297; 800 150MM THK. d10mm @300 CUT BARS 3-d10mm 300 600 250 G-20mm GRAVEL BEDDING d10@600 VERT. BARS CHB HOR. BARS d10@600 NATURAL GRADE LINE DETAIL OF WF-1 N O T T O S C A L E \W2.08832; 4-16mm 1 1 N O T T O S C A L E \W9.89670; \W0.80000x;REPUBLIC OF THE PHILIPPINES \W0.80000x;DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W0.36120; \W0.80000x;KALAHI CIDSS : NCDDP PROJECT \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.80000x;CHECKED AND VERIFIED BY: \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;SUB-PROJECT NAME: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;Municipal Engineer \W0.80000x;ENGR. ERNESTO JOSE C. BABIERA \W0.80000x;NOTED BY: \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;APPROVED BY: \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;SHEET CONTENT: \W0.80000x;SHEET NUMBER: S \W0.80000x;1 \W0.80000x; 3 \W0.80000x;FOUNDATION PLAN \W0.80000x;FOOTING & COLUMN DETAILS \W0.80000x;WALL FOOTING DETAILS \W0.80000x;SCHEDULE OF FOOTINGS \W0.80000x;SHEET NUMBER: A \W3.89309; DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W8.07837; REPUBLIC OF THE PHILIPPINES \W5.35644; KALAHI CIDSS: NCDDP \W0.80000x;SHEET CONTENT: \W0.80000x;APPROVED BY: \W0.80000x;NOTED BY: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;SUB-PROJECT NAME: \W0.80000x;CHECKED AND VERIFIED BY: \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;Municipal Engineer \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;LOCATION: \W5.22584; PROJECT \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;CONSTRUCTION OF SOLAR DYER WITH \W0.80000x;MINI STORAGE RAFTER RAFTER RAFTER RAFTER A B C D 1 2 4.00m 5 5 5 5 4.0m 1.30m 1.30m 1.40m 0.70m 5 5 5 VERTICAL DIAGONAL TOP CHORD DIAGONAL VERTICAL BOTTOM CHORD RAFTER DETAIL SCALE 1:50m ROOF FRAMING PLAN SCALE 1:100m 2" x 3" PURLINS 2" X 5''WEB MEMBER 2" X 5''TOP & BOTTOM CHORD 2D 2D 2D 2D ONLY IN THIS PORTION LAP SLICES ARE ALLOWED ONLY IN THIS PORTION LAP SLICES ARE ALLOWED L1 L2 4-12MMd HOR. RSB LAT. TIES 10MMd RSB 4-@0.05, 4-@0.10, 4-@0.15 & THE REST @ 0.20M. TYPICAL BEAM ELEVATION \T3.99;NOT TO SCALE \A1;0.25 \A1;0.15 S 2 1 \W1.38963; \T1.50000;BEAM SCHEDULE \W1.63826; FLOOR \W1.63826; LEVEL \W0.31311; BEAM \W0.31311; MARK \W0.12833; BEAM DIMENSIONS \W0.12833; (mm) \W0.52651; STEEL REINFORCEMENTS REBAR \W0.29345; LEFT \W0.50909; MIDSPAN \W0.45015; RIGHT \W0.67440; TOP BOTTOM \W0.67440; TOP BOTTOM \W0.67440; TOP BOTTOM \W1.55535; b \W1.57916; h \W6.12174; STIRRUPS \W8.15696; @10mm \W0.18077; (UNLESS NOTED OTHERWISE) RB-1 \W0.53154; 150 \W0.60297; 250 \W2.44165; \U+220512mm \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W2.24129; 4@50, 4@100, 4@150, REST@200mm \W0.80000x;SHEET NUMBER: A \W3.89309; DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W8.07837; REPUBLIC OF THE PHILIPPINES \W5.35644; KALAHI CIDSS: NCDDP \W0.80000x;SHEET CONTENT: \W0.80000x;APPROVED BY: \W0.80000x;NOTED BY: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;SUB-PROJECT NAME: \W0.80000x;CHECKED AND VERIFIED BY: \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;Municipal Engineer \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;LOCATION: \W5.22584; PROJECT \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;CONSTRUCTION OF SOLAR DYER WITH \W0.80000x;MINI STORAGE \W0.80000x;SHEET NUMBER: A \W3.89309; DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W8.07837; REPUBLIC OF THE PHILIPPINES \W5.35644; KALAHI CIDSS: NCDDP \W0.80000x;SHEET CONTENT: \W0.80000x;APPROVED BY: \W0.80000x;NOTED BY: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;SUB-PROJECT NAME: \W0.80000x;CHECKED AND VERIFIED BY: \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;Municipal Engineer \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;LOCATION: \W5.22584; PROJECT \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;CONSTRUCTION OF SOLAR DYER WITH \W0.80000x;MINI STORAGE \W0.80000x;SHEET NUMBER: A \W3.89309; DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W8.07837; REPUBLIC OF THE PHILIPPINES \W5.35644; KALAHI CIDSS: NCDDP \W0.80000x;SHEET CONTENT: \W0.80000x;APPROVED BY: \W0.80000x;NOTED BY: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;SUB-PROJECT NAME: \W0.80000x;CHECKED AND VERIFIED BY: \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;Municipal Engineer \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;LOCATION: \W5.22584; PROJECT \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;CONSTRUCTION OF SOLAR DYER WITH \W0.80000x;MINI STORAGE \W0.80000x;SHEET NUMBER: A \W3.89309; DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT \W8.07837; REPUBLIC OF THE PHILIPPINES \W5.35644; KALAHI CIDSS: NCDDP \W0.80000x;SHEET CONTENT: \W0.80000x;APPROVED BY: \W0.80000x;NOTED BY: \W0.80000x;RECOMMENDING APPROVAL BY: \W0.80000x;SUB-PROJECT NAME: \W0.80000x;CHECKED AND VERIFIED BY: \W0.80000x;PREPARED BY: \W0.80000x;Project Preparation Team Chairperson \W0.99642; \W0.80000x;Deputy Area Coordinator / \W0.80000x;Municipal Deputy Area Coordinator \W0.80000x;Municipal Engineer \W0.80000x;Regional Community Infrastructure Specialist \W0.80000x;BSPMC KALAHI-CIDSS NCDDP Project \W0.80000x;LOCATION: \W5.22584; PROJECT \W0.80000x;ENGR. ROLEISTE C. FALSIS \W0.80000x;CONSTRUCTION OF SOLAR DYER WITH \W0.80000x;MINI STORAGE 25.00m. 16.00m. FOUNDATION PLAN SCALE 1:70 8.00m. 8.00m. 4.00m. 6.00m. 0.80m 3.0m. 3.0m. 1.50m WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 REINF. BARS @ 0.60 M. O.C. BOTHWAYS F C 1 1 F C 1 1 F C 1 1 F C 1 1 F C 1 1 WF-1 WF-1 WF-1 WF-1 REINF. BARS @ 0.50 M. O.C. BOTHWAYS \W8.66330; \T1.50000;SCHEDULE OF FOOTINGS FOOTING MARK \W1.75678; FOOTING DIMENSIONS (mm) \W4.65696; REINFORCEMENTS \W0.40960; LENGTH, L WIDTH, W F-1 \W0.60297; 800 \W0.42995; DEPTH, D \W0.66983; THICKNESS \W0.66983; t \W0.53154; 105 \W0.60297; 250 \W3.57280; X \W3.75285; Y \W2.08832; 4-16mm REMARKS \W1.08532; Square Footings \W0.60297; 800 \W2.08832; 4-16mm 150MM THK. d10mm @300 CUT BARS 3-d10mm 300 600 250 G-20mm GRAVEL BEDDING d10@600 VERT. BARS CHB HOR. BARS d10@600 NATURAL GRADE LINE N O T T O S C A L E 4" THK CONCRETE FLOORING NATURAL GRND LN. 0.20m 0.14m 0.80m 0.80m 0.14m FOOTING & COLUMN DETAIL 10mm d LATERAL TIES 3 SPACED AT .05m O.C. 4 AT .10m O.C. REST AT .20m O.C. 3" THK GRAVEL BED COMPACTED FILLING MATERIALS 6 - 16mmd HOR. BARS BOTHWAYS 0.25m. 4 - 16mm d VERTICAL COLUMN 0.80m <> 0.80m N O T T O S C A L E 2D 2D 2D 2D ONLY IN THIS PORTION LAP SLICES ARE ALLOWED ONLY IN THIS PORTION LAP SLICES ARE ALLOWED L2 4-12MMd HOR. RSB LAT. TIES 10MMd RSB 4-@0.05, 4-@0.10, 4-@0.15 & THE REST @ 0.20M. \A1;0.25 \A1;0.15 RAFTER RAFTER RAFTER RAFTER A B C D 1 2 4.00m 5 5 5 5 4.0m 1.30m 1.30m 1.40m 0.70m 5 5 5 VERTICAL DIAGONAL TOP CHORD DIAGONAL VERTICAL BOTTOM CHORD RAFTER DETAIL SCALE 1:50 ROOF FRAMING PLAN SCALE 1:100 2" x 3" PURLINS 2" X 5''WEB MEMBER 2" X 5''TOP & BOTTOM CHORD \W1.38963; \T1.50000;BEAM SCHEDULE \W1.63826; FLOOR \W1.63826; LEVEL \W0.31311; BEAM \W0.31311; MARK \W0.12833; BEAM DIMENSIONS \W0.12833; (mm) \W0.52651; STEEL REINFORCEMENTS REBAR \W0.29345; LEFT \W0.50909; MIDSPAN \W0.45015; RIGHT \W0.67440; TOP BOTTOM \W0.67440; TOP BOTTOM \W0.67440; TOP BOTTOM \W1.55535; b \W1.57916; h \W6.12174; STIRRUPS \W8.15696; @10mm \W0.18077; (UNLESS NOTED OTHERWISE) RB-1 \W0.53154; 150 \W0.60297; 250 \W2.44165; \U+220512mm \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W0.35030; 2 \W2.24129; 4@50, 4@100, 4@150, REST@200mm A \W0.80000x;1 \W0.80000x; 4 \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W9.71649; \W0.80000x;LOCATION: \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W9.71649; \W0.80000x;LOCATION: \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W9.71649; \W0.80000x;LOCATION: \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W9.71649; \W0.80000x;LOCATION: \W0.8;CONSTRUCTION OF SOLAR DYER WITH MINI STORAGE \W9.71649; \W0.80000x;LOCATION: 5 5 5 5 <> <> \A1;2.80m KALAHI CIDDS - NCDDP 5 REAR VIEW ELEVATION SCALE 1:100 CONCRETE PAVEMENT 0.10m. THK. CONC. MASONRY WALL W/ SMOOTH FINISH FACIA BOARD 5 CONCRETE LOUVER 0.40mm thk ordinary roofing Sheet \A1;0.50m 5 5 FILLING MATERIALS 5 5 5% SLOPE\H1.1111x; FRONT ELEVATION RIGHT & LEFT ELEVATION SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 3 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: \W6.61782; CONSTRUCTION OF \W6.61782; SOLAR DRIER WITH MINI \W6.61782; STORAGE REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST COMMUNITY INFRASTRUCTURE OFFICER REVIEWED & VALIDATED BY: RICO M. ERANA, CE ROOF BEAM CONC. MASONRY W/ SMOOTH FINISH FACIA BOARD LINTEL COLUMN LINTEL BEAM SOLID PANEL DOOR FRONT VIEW ELEVATION SCALE 1:100 5 5 CONCRETE PAVEMENT 0.10m. THK. FILLING MATERIALS 5% SLOPE\H1.1111x; 5 \A1;0.50m 5 5 5 5 5 FLOOR PLAN SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 2 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST COMMUNITY INFRASTRUCTURE OFFICER REVIEWED & VALIDATED BY: RICO M. ERANA, CE RAFTER DETAIL ROOF FRAMING PLAN REAR VIEW ELEVATIONS SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 4 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST COMMUNITY INFRASTRUCTURE OFFICER REVIEWED & VALIDATED BY: RICO M. ERANA, CE SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT 5 SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST COMMUNITY INFRASTRUCTURE OFFICER REVIEWED & VALIDATED BY: RICO M. ERANA, CE SHEET CONTENT: PAGE: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT SUB-PROJECT TITLE: PREPARED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC MARY ROSE M. KIPKIP., CE APPROVED BY: NOTED BY: BSPMC LOCATION: COMMUNITY INFRASTRUCTURE OFFICER REVIEWED & VALIDATED BY: RICO M. ERANA, CE DETAIL OF WF-1 \W6.61782; CONSTRUCTION OF \W6.61782; SOLAR DRIER WITH MINI \W6.61782; STORAGE \W6.61782; CONSTRUCTION OF \W6.61782; SOLAR DRIER WITH MINI \W6.61782; STORAGE \W6.61782; CONSTRUCTION OF \W6.61782; SOLAR DRIER WITH MINI \W6.61782; STORAGE \W6.61782; CONSTRUCTION OF \W6.61782; SOLAR DRIER WITH MINI \W6.61782; STORAGE A A3 B A3 A A2 A A4 C A4 B A4 A A5 B A5 C A5 TYP. BEAM SECTION SCALE N.T.S SITE DEVELOPMENT PLAN VICINITY MAP THE REPUBLIC OF THE PHILIPPINES COUNTRY NAME PROJECT NAME OWNER SITE LOCATION SITE AREA TOTAL FLOOR AREA STRUCTURE BUILDING HEIGHT ONE STOREY BUILDING CONCRETE AND STEEL /OR/ WOOD SEE SITE PLANS DEPARTMENT OF SOCIAL WELFARE AND DEVELOPMENT KALAHI-CIDSS THE REPUBLIC OF THE PHILIPPINES DESCRIPTION OF PROJECT: NCDDP Province of: ________M 2 SIZE OF FINISH WOOD SHALL MEAN DRESSED DIMENSION. AT THE SITES LOCATED WITHIN 1.0km FROM COASTLINE , THE FOLLOWING ITEMS MUST BE APPLIED WITH 1COAT OF EPOXY PRIMER RED LEAD FINISH WITH FOR CEILING USE HARDIFLEX BRD/MARINE PLYWOOD. ALL EXTERIOR IRON SHALL BE RUST-PROOF TREATED. USE HEAT INSULATING MATERIALS IN CEILINGS (OPTIONAL). STEEL TRUSS AND PURLINS OTHER EXTERIOR STEEL ACCESSORIES CEILING RUNNER & FURRING SHALL BE WOOD FINISH CARPENTRY MATERIAL SHALL BE OIL PAINT. 2-COATS OF MARINE PAINT : INSTRUCTIONS: CAULKING MATERIALS SHALL BE POLYURETHANE. 5 7 6 8 1 3 4 2 SHEET CONTENT: \W4.47672; REPUBLIC OF THE PHILIPPINES \W9.58377; DEPARTMENT OF SOCIAL \W8.12548; WELFARE \W9.84319; AND \W9.51953; DEVELOPMENT \W9.01385; \W9.01385; \W8.45069; \W8.45069; \W0.59114; KALAHI-CIDSS : NCDDP PROJECT SUB-PROJECT TITLE: PREPARED BY: REVIEWED & VALEDATED BY: PPT CHAIRPERSON technical facilitator RECOMMENDED BY: NOTED BY: MUNICIPAL ENGINEER/ OIC COMMUNITY INFRASTRUCTURE OFFICER MARY ROSE M. KIPKIP., CE RICO M. ERANA, CE APPROVED BY: NOTED BY: BSPMC LOCATION: REGIONAL COMMUNITY INFRASTRUCTURE SPECIALIST PAGE: A1 1 TABLE OF CONTENTS A1-1 A2-2 A3-3 A4-4 S1-6 S2-7 P1-8 PERSPECTIVE PERSPECTIVE SITE DEVELOPMENT PLAN VICINITY PLAN A5-5 E1-9 PERSPECTIVE SITE DEVELOPMENT PLAN VICINITY PLAN STRUCTURAL DESIGN CRITERIA TYP. BEAM CONST. JOINT DETAIL STD HOOK DIMENSIONS MIN HOOKED BAR DEV. LENGTHS MIN.STRAIGHT BAR DEV. LENGTHS SEWER LINE DETAILS SEPTIC TANK DETAILS COLD WATER LINES DETAIL FOUNDATION PLAN ROOF BEAM PLAN ROOF FRAMING PLAN TRUSS DETAILS FOOTING DETAIL LIGHTING LAYOUT POWER LAYOUT ELEC NOTES LOAD COMP TYP FIXTURES RISER DIAGRAM 48 \W6.61782; CONSTRUCTION OF \W6.61782; SOLAR DRIER WITH MINI \W6.61782; STORAGE FOUNDATION PLAN FOOTING & COLUMN SECTION TYP.BEAM DETAILS FLOOR PLAN ROOF FRAMING PLAN RAFTER DETAIL REAR VIEW ELEVATION 1.80 0.65 ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE ROLIESTE C. FALSIS., CE PVC DOOR W/ DOOR KNOB PVC DOOR W/ DOOR KNOB PVC DOOR W/ DOOR KNOB A2 A3 A2 A4 S1

Language	English
Drawing Type	Block
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, cathedral, Chapel, church, DWG, église, igreja, kathedrale, kirche, la cathédrale, mosque, temple