Health Post DWG Section for AutoCAD

Health Post DWG Section for AutoCAD

Plants – sections – details – specifications – designations – dimensions

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

prepared:, kerwin jay c. condor, engineer iii, juvy s. ching, municipal engineer, recommended:, herminia l. bacalso, municipal planning development officer, approved:, municipal mayor, project title:, location: calong-ongan, pio v. corpus, masbate, sheet no.:, ramp up, water mains, road, lav, sho, floor line line, natural grade line, schematic riser diagram, not, scale, septic tank, to street sewer, ceiling line, pantry, fco, revision:, sheet content:, f l o o r p l a n, s c a l e, neo – patriot type bhs, treatment room, midwife’s office, receiving area, porch, green, railing, r o o f p l a n, ridge, flashing, roof b, roof a, boton bhs, treatment, midwife’s, room, office, finished floor line, finished grade line, finished ceiling line, apex of roof, front elevation, right side elevation, rear elevation, left side elevation, finish floor line, finish grade line, finish ceiling line, foundation plan, roof framing plan, top of sidewalk, typ. detail of column footing, column footing plan, mark, figure, vertical bars, r e i n f o r c e m e n t s, schedule of column, lateral ties, note a, no. of pieces, roof deck beam, y-region, typical detail, reinf. bars, verify, schedule of column footing, length, width, thickness, base bars, at support, at mid span, beam section a-a, beam section b-b, top bars, stirrups, bottom bars, stiffener, typ. beam longitudinal section, b-b, a-a, column, cantiliver beam, dimensions, schedule of beam, earth, ngl, wall footing detail, truss diagrams, truss diagram legend:, lighting layout, power layout, abc, duplex convenience outlet, single pole one gang switch, sab, single pole two gang switch, sxyz, single pole three gang switch, waterline layout, sewage layout, to sewer, riser diagram, sewage, plus extra top bars, plan, minimum, manhole, section, sludge, cement plaster, bituminous paint finish, air space, water level, handhole, smooth cement, inlet pipe, septic tank table of dimension, inlet compartment, secondary compartment, third compartment, septic tank details, wall reinforcing at corner, chb wall, catch basin details, pvc storm, drain pipe, inlet, outlet, plumbing legend:, gate valve, check valve, water meter, cold waterline, waste pipe, soil pipe, vent pipe, catch basin, water closet, lavatory, floor drain, clean out, kitchen sink, area drain, hose bibb, shower valve, storm drain pipe, laundry tray, faucet, shower drain, main vent, vent stack thru roof, bath tub, cwr, cold water riser, cwl, cco, ceiling, condensate pipe, hrp, horizontal, rainwater piping, downspout, foot bath, receptor, vac, vent above ceiling, floor cleanout, under floor vent, ufv, vstr, roof drain, terminal box, vent stack, cold water line, downspouts, soil, waste and vent lines, or approved equal., hot water line, materials specifications:, acu lines, check valves, gate valves, water heater, jett water heater, side elevation cast concrete bench, bottom view of bench, end view, section anchoring detail, clear width, drainage section, detaile of manhole, section of manhole

Raw text data extracted from CAD file:

D 1 W 1 \A1;5000 \A1;9000 \A1;2000 \A1;3500 \A1;9000 \A1;9000 \A1;4500 \A1;3500 \A1;9000 \A1;2700 \A1;3600 \A1;2700 \A1;1000 \A1;1000 \A1;1000 \A1;1150 \A1;1150 \A1;5010 \A1;2000 \A1;3000 \A1;1000 \A1;1000 \A1;1000 \A1;3500 \A1;2000 \A1;2250 \A1;750 \A1;2000 \A1;2000 \A1;3000 \A1;2000 \A1;722 \A1;1279 \A1;2700 \A1;3600 \A1;2700 \A1;2010 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION S 1/4 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;8000 \A1;8000 \A1;2700 \A1;1838 \A1;300 \A1;8000 \A1;2000 \A1;2700 \A1;1838 \A1;300 \A1;2700 \A1;1838 \A1;300 \A1;6000 \A1;1000 \A1;1000 \A1;1000 \A1;2700 \A1;1838 \A1;300 \A1;1000 \A1;6000 \A1;2200 \A1;3600 \A1;2200 \A1;3000 \A1;3000 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION P 1/3 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION P 2/2 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: SOG-1 \A1;6000 \A1;8000 \A1;3000 \A1;2000 \A1;3000 \A1;1500 \A1;2500 \A1;500 \A1;3000 RAMP UP \A1;1000 \A1;3000 \A1;6000 \A1;8000 \A1;1320 \A1;2500 \A1;500 \A1;3000 \A1;1000 \A1;1000 \A1;4000 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION S 4/4 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;1500 \A1;T \A1;LENGTH=WIDTH \A1;LENGTH=WIDTH \A1;1250 \A1;Y = 2H \A1;H \A1;H \A1;Y = 2H \A1;H \A1;400 \A1;3000 \A1;VERIFY \A1;H \A1;250 \A1;250 \A1;L1 \A1;COLUMN \A1;h \A1;d \A1;L/4 \A1;300 \A1;300 \A1;L/5 \A1;L2 \A1;h \A1;d \A1;L/5 \A1;L/4 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION E 1/1 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;400 \A1;200 \A1;400 \A1;200 \A1;350 \A1;350 \A1;2124 \A1;5500 \A1;2950 \A1;1250 \A1;5500 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;2950 \A1;123 \A1;123 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION S 2/4 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;400 \A1;200 \A1;400 \A1;200 \A1;350 \A1;350 \A1;6000 \A1;8000 \A1;3000 \A1;2000 \A1;3000 \A1;1320 \A1;2500 \A1;500 \A1;3000 \A1;6000 \A1;8000 \A1;3000 \A1;2000 \A1;3000 \A1;1320 \A1;2500 \A1;500 \A1;3000 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION A 3/3 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;8000 \A1;3000 \A1;2000 \A1;3000 \A1;6000 \A1;1320 \A1;2500 \A1;500 \A1;3000 \A1;8000 \A1;3000 \A1;2000 \A1;3000 \A1;6000 \A1;1320 \A1;2500 \A1;500 \A1;3000 F m WATER MAINS ROAD 1 "d SERVICE PIPE HB 1/2"d KS 1/2"d WC LAV 1/2"d SHO 3/4"d 1/2"d 3/4"d FLOOR LINE LINE NATURAL GRADE LINE SCHEMATIC RISER DIAGRAM NOT SCALE TO DIRECT FEED/COLD WATERLINE 1 A-2 A-2 SEPTIC TANK CO TO STREET SEWER 6"d HOUSE DRAIN WC LAV TB 4"d SP CO KS FD SD VSTR-3 2"d 2"d VAC CEILING LINE FLOOR LINE LINE NATURAL GRADE LINE TOILET & BATH PANTRY FCO PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION A 2/3 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;C \A1;D \A1;D \A1;G \A1;I \A1;1524 \A1;300 \A1;B \A1;B \A1;B \A1;101.6mm \A1;1200 \A1;H \A1;F \A1;G \A1;1524 \A1;1524 \A1;254 \A1;A \A1;B \A1;E \A1;B \A1;B PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION P 3/3 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;L=600mm (MIN) \A1;100 \A1;200 \A1;200 \A1;100 \A1;L=600mm (MIN) \A1;100 \A1;100 \A1;100 \A1;600mm (MIN) \A1;100 \A1;100 \A1;720 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER RECOMMENDED: HERMINIA L. BACALSO MUNICIPAL PLANNING DEVELOPMENT OFFICER APPROVED: \W2.61622; HON. ALLAN T. LEPASANA MUNICIPAL MAYOR \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION S 3/4 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.81494; DEPARTMENT OF HEALTH PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: \A1;3000 \A1;3000 \A1;6000 \A1;3800 \A1;2600 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;2700 \A1;1850 \A1;3800 \A1;2600 \A1;2000 \A1;300 \A1;2700 \A1;1850 \A1;3000 \A1;3000 \A1;2000 \A1;200 \A1;200 \A1;450 \A1;1200 \A1;200 \A1;200 \A1;1400 \A1;300 \A1;300 \A1;350 \A1;500 \A1;125 \A1;500 \A1;125 \A1;325 \A1;175 \A1;100 \A1;325 \A1;200 \A1;200 \A1;450 \A1;1200 \A1;200 \A1;2000 \A1;200 \A1;200 \A1;125 \A1;250 \A1;750 \A1;1000 \A1;250 \A1;750 \A1;1000 \A1;1500 \A1;150 \A1;5600 \A1;2440 \A1;1961 \A1;1609 \A1;1146 \A1;1260 \A1;560 \A1;3418 \A1;2800 \A1;5600 \A1;1961 \A1;2800 \A1;3418 \A1;775 \A1;100 \A1;125 \A1;1000 \A1;CLEAR WIDTH \A1;840 \A1;840 \A1;800 \A1;800 \A1;200 \A1;200 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER APPROVED: MUNICIPAL MAYOR \W2.61622; HON. ALLAN T. LEPASANA \W5.96559; CONSTRUCTION OF BARANGAY \W5.96559; HEALTH STATION A 1/4 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.33617; LOCAL GOVERNMENT UNIT PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: REVISION: SHEET CONTENT: 5 A E C 2 3 4 A E B D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F L O O R P L A N S C A L E M 1 : 100 1 NEO - PATRIOT TYPE BHS 1 1 1 1 TREATMENT ROOM MIDWIFE'S OFFICE RECEIVING AREA PANTRY T&B PORCH GREEN GREEN Railing Railing RAMP UP 1 1 2 1 3 4 4 3 3 3 4 R O O F P L A N S C A L E M 1 : 100 1 RIDGE DN NO GUTTER DESIGN W/ G.A. 24 PLAIN G.I. SHEET WIND PROTECTION MOUNTED ON FACIA BOARD DN FLASHING NO GUTTER DESIGN W/ G.A. 24 PLAIN G.I. SHEET WIND PROTECTION MOUNTED ON FACIA BOARD DN DN A E C 4 A E B D 5 5 5 5 5 5 5 5 5 5 5 5 FLASHING FLASHING FLASHING ROOF B ROOF A NEO - PATRIOT TYPE BHS 5 2 3 5 5 5 1 5 5 5 FLASHING FLASHING R O O F P L A N S C A L E M 1 : 100 1 BOTON BHS 5 1 TREATMENT MIDWIFE'S RECEIVING AREA PANTRY T&B 1 2 3 4 ROOM 1 OFFICE 2 1 \W9.23425; PROPERTY LINE \W9.23425; PROPERTY LINE \W9.23425; PROPERTY LINE \W9.23425; PROPERTY LINE 5 5 5 5 5 5 FINISHED FLOOR LINE FINISHED GRADE LINE 5 FINISHED CEILING LINE APEX OF ROOF FRONT ELEVATION S C A L E M 1 : 100 WF 1 1 1 1 PORCH NEO - PATRIOT TYPE BHS RIGHT SIDE ELEVATION S C A L E M 1 : 100 NEO - PATRIOT TYPE BHS 5 5 5 5 REAR ELEVATION S C A L E M 1 : 100 NEO - PATRIOT TYPE BHS WF 1 3 3 5 5 FINISHED FLOOR LINE FINISHED GRADE LINE 5 FINISHED CEILING LINE APEX OF ROOF LEFT SIDE ELEVATION S C A L E M 1 : 100 NEO - PATRIOT TYPE BHS 3 5 5 FINISH FLOOR LINE FINISH GRADE LINE 5 FINISH CEILING LINE APEX OF ROOF WF 1 1 5 6000 1000 5 1000 5 5 FINISH FLOOR LINE FINISH GRADE LINE 5 FINISH CEILING LINE APEX OF ROOF 5 WF 1 1 6000 1 A B C D 1 2 A C E 1 3 FOUNDATION PLAN S C A L E M 1 : 100 C1F1 WF-2 C1F1 WF-2 WF-4 WF-2 C1F1 C1F1 C1F1 C1F1 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 WF-2 C1F1 WF-2 6000 5 5 5 5 1500 2500 500 5 A C E 1 2 ROOF FRAMING PLAN S C A L E M 1 : 100 RB-1 RB-3 RB-1 T-1 T-1 T-1 RB-1 RB-1 RB-1 RB-3 CS-1 1000 1000 4000 1000 5 2"X4" STEEL C-PURLINS @ 0.60M.O.C. W/ 3/16"X 1"X1"X4" BOLSTER 16MMd CROSS BRACING W/ TURNBUCKLES 12MMd SAG ROD FROM RIDGE TO EAVES 6000 5 5 2500 500 5 A C E 1 2 T TOP OF SIDEWALK 75mm THK. GRAVEL BASE LENGTH=WIDTH LENGTH=WIDTH COLUMN (SEE SCHEDULE) BASE BARS (VERIFY SCHEDULE) BASE BARS (VERIFY SCHEDULE) TYP. DETAIL OF COLUMN FOOTING S C A L E 1:20 MTS COLUMN FOOTING SECTION\H0.8333x; COLUMN FOOTING PLAN FTB (SEE SCHEDULE) 5 MARK FIGURE VERTICAL BARS R E I N F O R C E M E N T S SCHEDULE OF COLUMN LATERAL TIES USE 10mmd LATERAL TIES 100mm CLEAR SPACING @ Y-REGION, REST @ 200MM ON CENTER NOTE A NO. OF PIECES 1. GROUND FLR. TO 3RD FLR. 5 5 C-1 4-16mmd NOTE A 1250 ROOF DECK BEAM FTB-1 Y = 2H H H Y = 2H H Y-REGION Y-REGION TYPICAL DETAIL S C A L E M 1 : 40 REINF. BARS \T1.15;NATURAL GROUND LINE \T1.15;GROUND FIN. FLR. LINE \T1.15;TOP OF ROOF BEAM 400 \T1.15;FINISH CEILING LINE 3000 VERIFY H F-1 DIMENSION (mm) SCHEDULE OF COLUMN FOOTING LENGTH MARK WIDTH THICKNESS 1000 7-16mmd BOTHWAYS BASE BARS 250 1000 OVERALL DEPTH FROM NGL TO THE BOTTOM OF FOOTING (D) 1200 (T) h d h d AT SUPPORT AT MID SPAN BEAM SECTION A-A BEAM SECTION B-B TOP BARS STIRRUPS BOTTOM BARS STIFFENER TYP. BEAM LONGITUDINAL SECTION S C A L E 1 : 20 M L/4 B-B A-A 5 L/5 L/4 5 L/5 L1 \A1;BOTTOM BARS TOP BARS STIRRUPS TOP BARS BOTTOM BARS BOTTOM BARS TOP BARS A-A L2 COLUMN WIDTH CANTILIVER BEAM FLOOR BEAM/ROOF BEAM/GIRDER STIFFENER MARK DIMENSIONS (mm) b h @ SUPPORT @ MID-SPAN TOP BARS \W1.88095; BOTTOM BARS \W2.02381; TOP BARS STIRRUPS R E I N F O R C E M E N T S STIFFENER RB 1 400 10mmd STIRRUPS SPACED 4 @ 100mm., 5 @ 150mm., & REST @ 200mm. O. C. 2-16mmd SCHEDULE OF BEAM 200 4-16mmd 2-20mmd - \W1.88095; BOTTOM BARS 4-16mmd RB 2 350 10mmd STIRRUPS SPACED 4 @ 100mm., 5 @ 150mm., & REST @ 200mm. O. C. 2-16mmd 200 3-16mmd 2-20mmd - 3-16mmd RB 3 300 10mmd STIRRUPS SPACED 4 @ 100mm., 5 @ 150mm., & REST @ 200mm. O. C. 200 2-16mmd - 2-16mmd 2-16mmd 2-16mmd 5 5 EARTH 4" THK. CHB 3" THK. GRAVEL BASE 3-12mmd CONTINUOUS BARS W/ 10mmd LATERAL TIES @ 0.30m O.C. @ 0.60m. O.C. 10mmd VERTICAL BARS @ EVERY 3 LAYERS OF CHB 10mmd HORIZONTAL BARS NGL 5 WF-2 SECTION WALL FOOTING DETAIL S C A L E M 1 :30 5 5 EARTH 6" THK. CHB 3" THK. GRAVEL BASE 3-12mmd CONTINUOUS BARS W/ 10mmd LATERAL TIES @ 0.30m O.C. @ 0.60m. O.C. 10mmd VERTICAL BARS @ EVERY 3 LAYERS OF CHB 10mmd HORIZONTAL BARS NGL 5 WF-1 SECTION TRUSS DIAGRAMS S C A L E M 1 :50 T-1 5 = 2-< 1/4" X2" x 2" TRUSS DIAGRAM LEGEND: a b c = 2-< 1/4" X2" x 2" = 2-< 1/4" X2" x 2" d = 4-< 1/4" X2" x 2" e = 2-< 1/4" X2" x 2" 5 5 5 5 5 a a b e e 5 b d e c c c 5 5 5 5 5 5 5 5 a b e 5 5 c c c c c c d T-2 5 5 EARTH 4" THK. CHB 3" THK. GRAVEL BASE 3-12mmd CONTINUOUS BARS W/ 10mmd LATERAL TIES @ 0.30m O.C. @ 0.60m. O.C. 10mmd VERTICAL BARS @ EVERY 3 LAYERS OF CHB 10mmd HORIZONTAL BARS NGL 5 WF-2 SECTION WALL FOOTING DETAIL S C A L E M 1 :30 5 5 EARTH 6" THK. CHB 3" THK. GRAVEL BASE 3-12mmd CONTINUOUS BARS W/ 10mmd LATERAL TIES @ 0.30m O.C. @ 0.60m. O.C. 10mmd VERTICAL BARS @ EVERY 3 LAYERS OF CHB 10mmd HORIZONTAL BARS NGL 5 WF-1 SECTION LIGHTING LAYOUT S C A L E M 1 : 100 1 POWER LAYOUT S C A L E M 1 : 100 1 PB 1 S S S S ij h i S abc a b c de d e S fg f g j S h 6000 5 5 5 5 5 2500 500 5 PB PB 2 6000 5 5 5 5 5 2500 500 5 A C E 1 2 A C E 1 2 DUPLEX CONVENIENCE OUTLET Sa/Sabc SINGLE POLE/THREE-SINGLE POLE SWICH, 15 A, 250V WITH MOUNTING STRAP AND DEVICE PLATE COVER. (SUBSCRIPT LETTER INDICATES CONTROLLED LIGHTS) S SINGLE POLE ONE GANG SWITCH Sab SINGLE POLE TWO GANG SWITCH Sxyz SINGLE POLE THREE GANG SWITCH 1213mmx298mmx100mm RECESSED MOUNTED LIGHTING LUMINAIRE W/ 1-36w FLUORESCENT LAMP IN WHITE POWDER COAT PAINT FINISH ZINC PHOSPHATED STEEL SHEET HOUSING & 3mm THK. PRISMATIC DIFFUSER (FUMACO BRAND OR APPROVED EQUAL) SURFACE MOUNTED LIGHTING FIXTURE W/ 25w CFL IN 4 1/4" CEILING RECEPTACLE 137mmd RECESSED MOUNTED LIGHTING FIXTURE W/ 25w PL LAMP IN ALUMINUM REFLECTOR WATERLINE LAYOUT S C A L E M 1 : 100 1 SEWAGE LAYOUT S C A L E M 1 : 100 1 3/4"d CWL FR WATER MAIN HB m LAV WC SHO KS 3/4"d LAV 5 5 5 5 6000 5 2500 500 5 MH CO TO SEWER TB MH CO CO CO 4"d SP LAV WC FD KS LAV 4"d WP VSTR 3 2"\U+2205 VSTR 3 2"\U+2205 2"d UFV CO 4"d SP 2"d UFV 5 5 5 5 6000 5 2500 500 5 A C E 1 2 A C E 1 2 1 A-2 A-2 RISER DIAGRAM NOT SCALE TO SEWAGE A-2 A-2 1 101.6mm 1200 H F PLUS EXTRA TOP BARS PLAN (508mm X 508mm) MINIMUM MANHOLE MINIMUM (508mm X 508mm) MANHOLE SLOPE= 2% G 12mmd BASE BARS @ 0.125m O.C. BOTHWAYS SECTION SLUDGE CEMENT PLASTER 6" THK. CHB 3" THK. GRAVEL BASE BITUMINOUS PAINT FINISH AIR SPACE G I 110MMd UPVC AIR SPACE WATER LEVEL 5 300 NGL 12mmd TEMPERATURE BARS @ 0.30m O.C. 12mmd BARS @ 0.125m O.C. BENT-UP ALTERNATE @ L/4 PLUS EXTRA TOP BARS 10mmd HORIZONTAL BARS @ EVERY 3 LAYERS OF CHB 10mmd VERTICAL BARS @ 0.80m. O.C. C D TO SEWER 160MMd HANDHOLE SMOOTH CEMENT CEMENT PLASTER SMOOTH CEMENT WATER LEVEL 5 5 HANDHOLE HANDHOLE 160mmd HANDHOLE HANDHOLE 110mmd INLET PIPE 160mmd 160mmd SANITARY TEE'S (COVERED W/ WIRE MESH SCREEN @ TOP ENDS) HANDHOLE MINIMUM (508mm X 508mm) MANHOLE TO SEWER 160MMd AIR SPACE CEMENT PLASTER SMOOTH CEMENT 6" THK. CHB 6" THK. CHB WATER LEVEL D 5 12mmd BARS @ 0.125m O.C. BENT-UP ALTERNATE @ L/4 12mm THK. RC SLAB WITH A B B B B E B B A B C D 3200 150 1200 E 600 1200 F 900 G 100 H 1300 I 300 SEPTIC TANK TABLE OF DIMENSION SEPTIC TANK 1 INLET COMPARTMENT SECONDARY COMPARTMENT THIRD COMPARTMENT INLET COMPARTMENT SECONDARY COMPARTMENT THIRD COMPARTMENT 160mmd HANDHOLE SEPTIC TANK DETAILS S C A L E 1:20 MTS WALL REINFORCING AT CORNER 30 BAR d OR 400MM MIN ADDITIONAL d10 @ 400 O.C. SCHED. OF REINF.) CHB HOR. REINF. (SEE SCHED. OF REINF.) 2-d16 EXTRA VERT. BARS CHB VERT. REINF. (SEE CHB WALL 12mmd TEMPERATURE BARS @ 0.30m O.C. 0.20MX0.30M STIFFENER COLUMN @ EVERY 3.00M SPAN OF BLOCK WORK USE 2-12MMd VERTICAL BARS W/ 10MMd TIES @ 0.20M.0.C. 1 A-2 A-2 CATCH BASIN DETAILS S C A L E 1:20 MTS L=600mm (MIN) 5 PVC STORM DRAIN PIPE 5 200 5 L=600mm (MIN) 5 5 INLET OUTLET OUTLET EARTH NGL PLAN SECTION 5 L=0.15+d OF PIPE+0.15 L=0.15+d OF PIPE+0.15 600mm (MIN) 5 5 L=0.15+d OF PIPE+0.15 4" THK. CHB SMOOTH CEMENT SINGLE FACING FINISH 5 INLET 12MMd LIFTING HANDLE 12MMd LIFTING HANDLE 4-10MMd BARS BOTHWAYS 7-10mmd CONT. BARS W/ 10mmd TIES @ 300mm O.C. 50MM THK. GRAVEL BASE GENERAL NOTES AND SPECIFICATIONS: 1. IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW EVERY PIPE \W4.00000; FITTING, VALVE AND APPURTENANCE. ALL SUCH ITEMS \W4.00000; WHETHER SPECIFICALLY MENTIONED OR NOT, OR \W4.00000; INDICATED ON THE DRAWINGS SHALL BE FURNISHED AND \W4.00000; INSTALLED IF NECESSARY TO COMPLETE THE SYSTEM TO \W4.00000; THE SATISFACTION OF THE OWNER. 2. ALL PLUMBING WORKS SHALL BE INSTALLED IN ACCORDANCE WITH THE \W4.00000; PROVISION OF THE NATIONAL PLUMBING CODE OF \W4.00000; THE PHILIPPINES, THE REQUIREMENTS OF THE LOCAL \W4.00000; PLUMBING INSPECTION OFFICE, PERTINENT PROVISIONS OF \W4.00000; THE UNIFORM BUILDING CODE AND THE NATIONAL \W4.00000; BUILDING CODE OF THE PHILIPPINES. 3. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND \W4.00000; SPECIFICATION. THE ARCHITECT SHALL BE NOTIFIED \W4.00000; IMMEDIATELY OF ANY \W4.00000; DESCREPANCY FOUND THEREIN. 4. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY \W4.00000; RELOCATIONS REQUIRED FOR PROPER EXECUTION OF \W4.00000; OTHER TRADE SHALL BE WITH PRIOR APPROVAL OF THE \W4.00000; ARCHITECT. 5. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE CONTRACTOR. 6. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESS \W4.00000; OTHERWISE SPECIFIED. 7. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT THE SITE, \W4.00000; COORDINATE THE WORKS WITH THE SEWER LINE \W4.00000; EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE \W4.00000; CONNECTING POINT, UNLESS OTHERWISE SPECIFIED. PLUMBING LEGEND: M WC LAV FD CO KS CB GATE VALVE CHECK VALVE WATER METER COLD WATERLINE WASTE PIPE SOIL PIPE VENT PIPE CATCH BASIN WATER CLOSET LAVATORY FLOOR DRAIN CLEAN OUT KITCHEN SINK AD AREA DRAIN HOSE BIBB HB SHOWER VALVE SV STORM DRAIN PIPE LT LAUNDRY TRAY FAUCET F SD SHOWER DRAIN VENT PIPE VP WP WASTE PIPE SP SOIL PIPE MV MAIN VENT VENT STACK THRU ROOF BT BATH TUB CWR COLD WATER RISER CWL CCO CEILING CLEAN OUT CP CONDENSATE PIPE HRP HORIZONTAL RAINWATER PIPING DS DOWNSPOUT FB FOOT BATH R RECEPTOR VAC VENT ABOVE CEILING FCO FLOOR CLEANOUT UNDER FLOOR VENT UFV F SELF CLEANING WATER FILTER (AQUA FILTRO BRAND OR APPROVED EQUAL) VSTR 9. ALL FIXTURES SHALL BE INDIVIDUALLY VENTED. 10. THE INVERT OF THE INLET PIPE OF A SEPTIC TANK SHALL BE AT A LEVEL NOT LESS THAN 50.8mm (2") ABOVE THE INVERT OF THE OUTLET PIPE. 11. TO PREVENT CONTAMINATION OF UNDERGROUND WATER SOURCE NO SEPTIC TANK SHALL BE CONSTRUCTED LESS THAN 1.20m ABOVE THE WATER TABLE LEVEL. 12. ALL PIPE SIZE ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERS \W4.00000; UNLESS OTHERWISE SPECIFIED. 13. MINIMUM SEWAGE PIPE SIZE SHALL BE AS FOLLOWS: \W4.00000; SOIL PIPE 110mmØ (4"Ø) \W4.00000; WASTE PIPE 63mmØ (2"Ø) \W4.00000; VENT PIPES 63mmØ (2"Ø) \W4.00000; DOWNSPOUT 63mmØ (2"Ø) 14. ALL PLUMBING INSTALLATION INCLUDED HEREIN SHALL BE UNDER THE DIRECT SUPERVISION OF A DULY REGISTERED AND LICENSED MASTER PLUMBER. DS DOWNSPOUT RD ROOF DRAIN TB TERMINAL BOX VS VENT STACK DRAIN PIPE (CDP) CONFORMING TO ASTM C-14 FOR PIPES 250mmd & SMALLER AND REINFORCED CONCRETE PIPE (RCP) FOR 300mmd AND LARGER CONFORMING TO ASTM C-76 COLD WATER LINE DRAINAGE LINE (OUTSIDE THE BUILDING) WITH TOUNGE & GROOVE JOINTS CLASS IV WALL B. SIMILAR TO HYDROPIPES OR APPROVED EQUAL. DRAINAGE LINE (INSIDE THE BUILDING) ASTM D2729. SIMILAR TO NELTEX SERIES 1000 uPVC PIPE OR APPROVED EQUAL. - SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE (uPVC) PIPE CONFORMING TO SIMILAR TO NELTEX SERIES 1000 uPVC PIPE OR APPROVED EQUAL. - SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE (uPVC) PIPE CONFORMING TO ASTM D2729. DOWNSPOUTS SOIL, WASTE AND VENT LINES PIPE CONFORMING TO ASTM D2729. SIMILAR TO NELTEX SERIES 1000 uPVC PIPE OR APPROVED EQUAL. - SHALL BE HIGH DENSITY POLYPROPYLENE (PPR) PIPE RANDOM, TYPE 3 HOT WATER LINE MATERIALS SPECIFICATIONS: ACU LINES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 600 II, "NELTEX", ATLANTA" BRAND OR APPROVED EQUAL FITTINGS SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564. CHECK VALVES, GATE VALVES "CRANE", "KITS", OR APPROVED EQUAL WATER METER "ARAD", "ASAHI," BRAND OR APPROVED EQUAL WATER HEATER JETT WATER HEATER - SHALL BE GALVANIZED IRON PIPE SCHEDULE 40 COATED WITH ANTI-CORROSIVE ASPHALT WHEN DIRECT IN CONTACT WITH THE GROUND APO PIPE OR APPROVED EQUAL 1 2 5 5 1 5 5 5 5 5 5 5 A 2 2 2 5 5 5 A A A A 5 5 5 APEX OF ROOF FINISH CEILING LINE FINISH FLOOR LINE FINISH GRADE LINE RAMP UP 5 5 5 A A A 5 5 2000 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SIDE ELEVATION CAST CONCRETE BENCH SCALE SCALE TO 1 A-2 A-2 BOTTOM VIEW OF BENCH NOT SCALE TO 1 A-2 A-2 END VIEW NOT SCALE TO 1 A-2 A-2 SECTION ANCHORING DETAIL NOT SCALE TO 1 A-2 A-2 2000 5 5 5 5 5 5 5 <> 750 5 NATURAL GRADE LINE <> 750 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 5 CLEAR WIDTH 5 5 5 5 5 5 DRAINAGE SECTION SCALE 1:20MTS TO 1 A-2 A-2 DETAILE OF MANHOLE SCALE 1:20MTS TO 1 A-2 A-2 SECTION OF MANHOLE SCALE 1:20MTS TO 1 A-2 A-2 PREPARED: KERWIN JAY C. CONDOR ENGINEER III CHECKED & REVIEWED: JUVY S. CHING MUNICIPAL ENGINEER APPROVED: MUNICIPAL MAYOR \W2.61622; HON. ALLAN T. LEPASANA \W6.69668; CONSTRUCTION OF DRAINAGE \W6.69668; CANAL A 1/4 \W9.68842; \W9.68842; \W9.50358; REPUBLIC OF THE PHILLIPINES \W8.44683; PROVINCE OF MASBATE \W8.28203; MUNICIPALITY OF PIO V. CORPUS \W7.33617; LOCAL GOVERNMENT UNIT PROJECT TITLE: LOCATION: CALONG-ONGAN, PIO V. CORPUS, MASBATE SHEET NO.: REVISION: SHEET CONTENT:

Language	English
Drawing Type	Section
Category	Hospital & Health Centres
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, CLINIC, designations, details, dimensions, DWG, health, health center, Hospital, medical center, plants, post, section, sections, specifications