Proposed Two – Storey Residential Building DWG Detail for AutoCAD

Proposed Two – Storey Residential Building DWG Detail for AutoCAD

Lot area=120 sq.m. 4 bedrooms for an economy class residence – details

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

grnd. flr., lav, to public sewer line, frm. water source, down, dn to grnd. flr., vtr, dn to s.v., open below, dining area, digestive chamber, leaching chamber, water closet, lavatory, floor drain, clean out, catch basin, sanitary line, waterline, wye, shower, sho, faucet, fau, tee pipe, downspout, motor pump, ridge cap, hi-rib g.i. sht.- undersheating, andorra roof tile, pre-moulded g.i. sht. gutter, plumbing design analysis, specifications, septic tank, to existing, p r o p e r t y l i n e, to s.v., ref, step down, ground floor plan, approved by:, project title:, sheet contents, sheet no., o w n e r, perspective lot plan location map, ptr no. :, date issued :, place issued :, tin no. :, certified by:, seal :, site development plan, l a n d u s e a n d z o n i n g, l i n e a n d g r a d e, a r c h i t e c t u r a l, s t r u c t u r a l, s a n i t a r y, e l e c t r i c a l, m e c h a n i c a l, electronics and communication, ground floor plan second floor plan attic flr. plan front elevation left side elevation,rear elevation, registered master plumber, republic of the philippines, d p w h, office of the building official, p e r s p e c t i v e v i e w, licensed civil engineer, professional electrical engineer, prc no. :, plumbing legend :, sewer line plan lay-out, lighting lay-out, catch basin detail, s h e e t c o n t e n t s, s h e e t n o., perspective view, lot plan, location map, table of contents, front elevation, left side elevation, rear elevation, roof plan, second flr. plan, ground flr. plan, load design analysis, two gang switch, single pole switch, switch line, circuit line, ceiling lighting outlet, description, symbol, circuit homerun, circuit breaker, duplex conv. outlet, weatherproof outlet, countertop conv. outlet, motor pump outlet, ckt. no., l.o., c.o., others, loads, switches, power, volt, ampere, lighting load, range load, refrigerator load, motor pump load, circuit, protection, one – line diagram, foundation plan, typical beam details, drawn n.t.s., beams section detail, section, meter, kw- hr, service entrance, p l a n, e l e v a t i o n, n.g.l., outlet, inlet – downspout, n. g. l., manhole, gravel bed, a i r s p a c e, leaching chamber, inlet, septic vault detail, prepared in the office of :, chb wall, s p a r e l o a d, duplex conv. load, ref load, d.c.o. load, spare load, mark, width, height, schedule of doors, qty., from, f.f.l., location, main entry, kitchen, balcony, bedrooms, living area, doors detail, stairs detail truss details roof framing plan slab detail, iloilo city, location :, ma. genevieve a. baldomar, schedule of loads :, electrical legend :, second floor plan, hose bibb, stairs detail truss details slab detail roof framing plan, stair’s detail, windows detail, schedule of windows, kitchen area, master’s bedroom, drawn not to scale, chb, plan, specifications :, place issued : iloilo city, c i v i l e n g i n e e r, edin b. saldo, dirty kitchen, kitchen, snackbar, c l o s e t, walk-in closet, tv console, attic floor plan, family area, sidewalk level, second floor f.f.l., family hall, attic, right side elevation, waterline plan layout isometric layout design analysis, isometric lay-out, waterline plan lay-out, slab detail, conc. column, s e c t i o n, drawn n.t.s., footing tie beam section, water tank, s.v., waterline from watertank, waterline going up to the watertank, ftb, on fill, stairwell, a r c h i t e c t uap, concrete gutter, trusses detail, rafter, location-steel watertank, rib span roofing, molded g.i. gutter, g.i. sheet flashing, attic floor, ground floor f.f.l., lower level f.f.l., ceiling line

Raw text data extracted from CAD file:

C2 F2 up GRND. FLR. CB CB CB CB CB CB CB CB CB CO LAV WC FD KS Ds Ds Ds Ds Ds Ds Ds Ds Ds CO Ds DC LC frm 2nd Flr. T&B to Public Sewer Line to Public Sewer Line to Public Sewer Line to Public Sewer Line 100mmd Pvc pipe 100mmd Pvc pipe 100mmd Pvc pipe WATER TANK 1 50mmd Blue Pvc pipe 50mmd G.I. Sched.40 Pipe frm. Water Source dn Ds Ds Ds Ds Ds FD Ds Ds Ds Ds Ds down down down down down down down down FD up CB CB CB CB CB CB CB CB CB CO LAV WC FD KS Ds Ds Ds Ds Ds Ds Ds Ds Ds CO Ds DC LC frm 2nd Flr. T&B to Public Sewer Line to Public Sewer Line to Public Sewer Line to Public Sewer Line 100mmd Pvc pipe 100mmd Pvc pipe 100mmd Pvc pipe WATER TANK 1 50mmd Blue Pvc pipe 50mmd G.I. Sched.40 Pipe frm. Water Source dn to grnd. flr. up FD FD FD WC LAV WC LAV FD VTR VTR dn to S.V. WATER TANK 2 50mmd Blue Pvc pipe FD FD FD WC LAV WC LAV FD VTR VTR dn to S.V. WATER TANK 2 50mmd Blue Pvc pipe UNDERTAKINGS:: \W7.36332; I, \L__________________________________ ,, DO HEREBY AGREE THAT THE TOP SLAB OF \W7.36332; SEPTIC VAULT SHALL NOT BE CONSTRUCTED UNTIL THE INSPECTION OF THE DESIGNER/ \W7.36332; MASTER PLUMBER AND REPRESENTATIVE FROM THE OFFICE OF THE BUILDING OFFICIALS AND AFTER APPROPRIATE REPORT FORM HAS BEEN SIGNED BY BOTH THAT INDEED; SEPTIC VAULT IS WATERTIGHT/ WATERPROOFED. \W7.36332; THE SIGNED REPORT FORM SHALL BE ATTACHED WHEN APPLYING FOR CERTIFICATE OF \W7.36332; OCCUPANCY. \W7.36332; \W7.36332; SIGNATURE OF OWNER 650 \W2.21694; BEDROOM \W5.71694; 2 650.0 OPEN BELOW \W3.88360; WATER \W4.40741; TANK BLK. 4 LOT 29 & 31 VICTORIAS HOMES BRGY. ANILAO, PAVIA, ILOILO \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING MR. & MRS. JULIUS JANAGAP DINING AREA DIGESTIVE CHAMBER LEACHING CHAMBER DC LC WC WATER CLOSET LAV LAVATORY FLOOR DRAIN FD CLEAN OUT CO CATCH BASIN CB SANITARY LINE WATERLINE ELBOW 45degrees WYE ELBOW 90degrees SHOWER SHO FAUCET FAU TEE PIPE Ds DOWNSPOUT MP MOTOR PUMP \W3.88360; WATER \W4.40741; TANK \A1;3000 \A1;1300 \A1;3000 \A1;600 \A1;1300 \A1;3300 \A1;3300 \A1;1000 \A1;4150 \A1;1000 \A1;600 \A1;5500 UP \W3.88360; WATER \W4.40741; TANK S1 \W3.88360; WATER \W4.40741; TANK \W3.88360; WATER \W4.40741; TANK DS B B 3000 5 3000 RIDGE CAP HI-RIB G.I. SHT.- UNDERSHEATING 6mm X 100mm C- PURLINS @ 0.60m SPACING ANDORRA ROOF TILE 2pcs.- 6mm x 38mm x 38mm ANGLE BARS for: TOP,BOTTOM & WEB MEMBERS PRE-MOULDED G.I. SHT. GUTTER 50mmØ PVC - ELBOW (DOWN SPOUT) 600 B B 5 3300 3300 5 5 1000.311844895858 600 2pcs.- 6mm x 38mm x 38mm ANGLE BARS for: TOP, BOTTOM & WEB MEMBERS PRE-MOULDED G.I. SHT. GUTTER 50mmd PVC - ELBOW (DOWN SPOUT) RIDGE CAP HI-RIB G.I. SHT.- UNDERSHEATING 6mm X 100mm C- PURLINS SP. @ 0.60m O.C. ANDORRA ROOF TILE 5499.999999999987 PLUMBING DESIGN ANALYSIS SPECIFICATIONS SEPTIC VAULT SHOULD BE LOCATED AT A SAFE DISTANCE FROM THE SOURCE OF POTABLE WATER(i.e DEEPWELL) TO PREVENT CONTAMINATION. SEPTIC VAULT SHOULD BE CONSTRUCTED WATERTIGHT. VENT STACK SHALL RISE 0.30M ABOVE ROOF AND DOWNSPOUT SHALL BE 75MM DIAMETER PVC PIPE WITH 150MM DIAMETER PERIMETER CONCRETE PIPES. WASTE PIPELINES SHALL BE 100MM DIAMETER PVC PIPE FOR MAIN AND 50MM DIAMETER PVC PIPES FOR LAVATORY,KS,FD, AND VSTR. WATER SUPPLY LINES SHALL BE 25MM DIAMETER PVC PIPE AND 20MM DIAMETER PVC PIPE FOR SECONDARY LINES. INDIVIDUAL SHUT-OFF VALVES FOR EVERY FIXTURE SHALL BE PROVIDED. ALL WORKS SHALL BE DONE WITH THE DIRECT SUPERVISION OF A MASTER PLUMBER OR ITS EQUIVALENT. ALL WORKS MUST CONFORM WITH THE LATEST PROVISIONS OF THE NATIONAL PLUMBING CODE RULES AND REGULATIONS AND R.A. 1378 SHALL PREVAIL. OUTFLOW FROM THE SEPTIC VAULT SHALL BE DISCHARGED TO THE STREET DRAINAGE. DRAIN PIPES AND CATCH BASINS DISCHARGING OUTFLOW FROM THE SEPTIC VAULT SHALL BE CONSTRUCTED WATERTIGHT/WATERPROOFED TO PREVENT LEAKAGE TO PERCOLATE TO THE GROUND. AS STATED ON P.D. 1098 OTHERWISE KNOWN AS THE BUILDING CODE OF THE PHILIPPINES SECTION 902,WATER SUPPLY SYSTEM a.)WHENEVER AVAILABLE, POTABLE WATER REQUIREMENTS FOR A BUILDING USED FOR HUMAN HABITATION WATERLINE CO CO SEPTIC TANK CO VTR CO TO EXISTING SEPTIC TANK WATERLINE WC FD LAV LAV FD WC FD WC KS FD FD FD LAV WC WC CO VTR SHO SHO SHO VTR FAU TO EXISTING LAV SHO SHO WC LAV FD WC 100mmd PVC PIPE 350 300 1500 450 L (S) = SHORT SPAN (L) = LONG SPAN (S)= SHORT SPAN 2100 3000 3000 8550 300 3000 450 6450 2100 450 9150 600 2100 3000 3000 9150 9150 300 1500 1500 1700 2500 800 2100 400 400 1700 2500 1800 1200 1200 1300 1800 2500 2100 1050 1200 2400 400 2100 400 1850 1700 400 1200 2175 2100 1800 400 2100 2100 1300 700 1400 2100 2200 500 500 600 600 2100 3000 3000 8550 9150 300 1500 1500 3000 450 6450 2100 3000 3000 9150 600 12100 10100 2000 5000 3000 10000 10000 3600 2200 10100 2000 1250 2200 10100 2000 5050 2950 10000 450 6450 2100 9150 2300 12100 3600 2200 2000 2200 10100 10000 600 150 500 1350 250 150 900 150 600 1000 1000 600 4300 300 100 200 250 200 200 250 7700 2000 900 1150 3000 1500 150 150 150 1400 300 1400 1400 250 200 200 250 L4 L/4 L/4 (L) = LONG SPAN L/4 S/4 S/4 L/4 L/4 S/4 S/4 450 2400 3000 3000 450 3000 3000 3000 1800 450 2400 3000 3000 450 1400 800 1300 1300 800 800 2400 1250 400 1300 800 2500 400 900 400 1300 800 600 600 1500 700 400 650 400 1700 400 900 400 1250 1300 400 2100 400 900 400 413 1287 400 400 900 400 400 900 400 400 3700 700 1400 2100 600 600 1500 1900 500 1900 300 2100 900 1600 2100 800 800 1400 2100 2100 2100 800 200 450 1800 2400 3000 3000 450 1400 3000 450 1800 3600 2200 2000 2000 2000 2300 2350 1250 2200 2000 2000 2500 2550 2950 1500 2450 2000 2300 10000 4000 2500 1500 2000 2000 2300 2350 2000 3000 3000 3000 3000 450 2000 2000 2300 3600 2000 4000 2500 1500 10000 2000 4000 2500 1500 2000 2300 600 300 100 300 1200 2400 1400 600 600 600 450 600 450 600 600 100 400 100 250 100 250 150 L4 L/4 L 1400 1800 3000 1500 7700 700 3200 3000 1500 900 600 600 600 600 300 1200 1550 1000 ROOF @ DIRTY KITCHEN \W2.76128; STEP UP \W2.85652; TO ATTIC \W6.99665; DOWN TO \W6.73475; GRND. FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E DS DS DS FD FD CO FD FD CO DS TO S.V. TO S.V. CO REF STEP DOWN STEP \W0.36071; UP P R O P E R T Y L I N E P R O P E R T Y L I N E CO CO KS CB CB CB CB CO FD CO DS DS DS - 50mmd PVC PIPE DS 100mmd PVC PIPE 100mmd PVC PIPE 100mmd PVC PIPE- SEWERLINE 100mmd PVC PIPE- SEWERLINE GROUND FLOOR PLAN 2300 12100 3600 2200 2000 12100 2000 5000 3000 10000 2000 2000 4000 2500 1500 2000 2300 3600 2200 2000 2200 10100 10100 10000 2000 2300 3600 10000 2000 4000 2500 1500 2000 2000 2300 2350 1250 2200 2000 2000 2500 2550 2950 1500 2600 3600 2200 10100 2000 1250 2200 10100 2000 5050 2950 10000 2000 2300 10000 4000 2500 1500 2000 2000 2300 2350 2000 5000 L= LONG SPAN 1800 1500 300 600 3950 200 1500 4750 2000 4700 600 600 1150 1200 1200 1200 5900 1400 1400 2750 7300 4750 1300 300 1000 5100 1000 7171 300 1000 1000 410 600 600 1020 1020 1020 1020 1020 6161 600 600 600 1000 5100 1020 1020 1020 1020 1020 1219 300 4615 250 460 600 600 300 1000 3600 350 320 700 640 1627 330 430 340 1600 430 600 600 350 1500 450 1400 1400 1400 350 2100 3000 3000 650 2300 600 1850 3300 700 800 2000 2700 950 100 950 1100 300 300 300 300 300 1200 1200 1200 1100 300 200 1200 300 700 600 \A1; \W5.20386; DOWN TO \W5.20386; 2ND FLR. P R O P E R T Y L I N E CO DS DS DS DS CO CO TO S.V. APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. A-3 O W N E R PERSPECTIVE LOT PLAN LOCATION MAP PTR NO. : DATE ISSUED : PLACE ISSUED : TIN NO. : CERTIFIED BY: SEAL : SITE DEVELOPMENT PLAN L A N D U S E A N D Z O N I N G L I N E A N D G R A D E A R C H I T E C T U R A L S T R U C T U R A L S A N I T A R Y E L E C T R I C A L M E C H A N I C A L ELECTRONICS AND COMMUNICATION 1 APPROVED BY: SHEET CONTENTS SHEET NO. A-3 O W N E R GROUND FLOOR PLAN SECOND FLOOR PLAN ATTIC FLR. PLAN FRONT ELEVATION LEFT SIDE ELEVATION,REAR ELEVATION CERTIFIED BY: SEAL : 2 APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. P-2 O W N E R LEGEND & SPECIFICATIONS SEWERLINE PLAN LAY-OUT SEPTIC VAULT DETAIL CATCH BASIN DETAIL UNDERTAKINGS PTR NO. : DATE ISSUED : TIN NO. : REGISTERED MASTER PLUMBER CERTIFIED BY: SEAL : REPUBLIC OF THE PHILIPPINES D P W H OFFICE OF THE BUILDING OFFICIAL 1 P E R S P E C T I V E V I E W APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. E-1 O W N E R LEGEND & SPECIFICATIONS LIGHTING PLAN LAY-OUT POWER PLAN LAY-OUT LOAD DESIGN ANALYSIS ONE-LINE DIAGRAM SCHEDULE OF LOADS PTR NO. : DATE ISSUED : PLACE ISSUED : TIN NO. : CERTIFIED BY: SEAL : 1 APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. ST-2 O W N E R LICENSED CIVIL ENGINEER CERTIFIED BY: SEAL : 1 PROFESSIONAL ELECTRICAL ENGINEER PRC NO. : PRC NO. : PLUMBING LEGEND : SEWER LINE PLAN LAY-OUT LIGHTING LAY-OUT SCALE 1: 100 M POWER/D.C.O. LAY-OUT SCALE 1: 100 M CATCH BASIN DETAIL S H E E T C O N T E N T S S H E E T N O. PERSPECTIVE VIEW LOT PLAN LOCATION MAP TABLE OF CONTENTS FRONT ELEVATION LEFT SIDE ELEVATION REAR ELEVATION ROOF PLAN SECOND FLR. PLAN GROUND FLR. PLAN SPECIFICATIONS LOAD DESIGN ANALYSIS 1. ELECTRICAL SERVICE LINE SHALL BE OVERHEAD ;220 VOLTS ; SINGLE PHASE TWO WIRE; 60 CYCLES PER SECOND. 2. MAIN DISCONECT SWITCH SHALL BE 60 AMPERES ; 2 POLES ; 220 V MAIN MOLDED CASE CIRCUIT BREAKER. 3 ALL EQUIPMENT & MATERIALS SHALL BE NEW & APPROVED FOR THAT PURPOSED. 4. PROVIDE ADEQUATE & EFFECTIVE GROUNDING SYSTEM. 5. ALL INSTALLATION WORKS HEREIN SHALL BE DONE UNDER DIRECT SUPERVISION OF A DULY LICENSED PROFESSIONAL ELECTRICAL ENGINEER. TWO GANG SWITCH S1 SINGLE POLE SWITCH SWITCH LINE CIRCUIT LINE CEILING LIGHTING OUTLET DESCRIPTION SYMBOL S2 100w CIRCUIT HOMERUN CIRCUIT BREAKER PANEL BOARD(AS INDICATED) DUPLEX CONV. OUTLET WEATHERPROOF OUTLET WP COUNTERTOP CONV. OUTLET CT C# MOTOR PUMP OUTLET MP CKT. NO. DESCRIPTION L.O. C.O. OTHERS S1 S2 S3W LOADS SWITCHES POWER VOLT AMPERE SIZE & TYPE OF WIRE C 1 LIGHTING LOAD 11 - - 3 3 - 1100 W 220 V 5.00 C 3 14 - - 7 1 - 1400 6.36 C 4 - C 5 RANGE LOAD - - 1 - - - 5000 22.73 C 7 REFRIGERATOR LOAD - - 1 - - - 500 2.27 MOTOR PUMP LOAD - - 1 - - - 1000 4.54 - 8 - - - - 1440 6.55 TOTAL / MCB 21 13 4 8 5 - 60.55 S3 1 1 - - - - - 220 220 220 220 220 220 CIRCUIT PROTECTION 15 A 15 A 30 A 30 A 30 A 30 A 100 A C 2 ONE - LINE DIAGRAM FOUNDATION PLAN 2ND FLR.-ROOF BEAM & ROOF FRAMING PLAN PLAN SCALE 1: 100 M COLUMNS & FOOTING DETAILS SCALE 1: 40 M GENERAL REQUIREMENTS: \W7.50005; TOTAL FLR. AREA= 158.10sq.m. \W5.62501; 158.10 X 24w / SQ.M. = 3,794.40 \W5.62501; SMALL APPLIANCES = 3,000.00 w FIRST 3000 W AT 100% = 3,000.00 w \W5.62501; REMAINING 3,794.40 AT 35% = 1,328.04 w \W5.62501; REFRIGERATOR = 175.00 w \W5.62501; ELECTRIC MOTOR PUMP = 1,000.00 w \W5.62501; RANGE UNIT = \L5,000.00 ww \W5.62501; 10,503.04 w \W5.62506; I = 10,503.04/ 220V + 8(0.25) = 49.74 A \W5.62506; USE: 2- 22.00mm² THHN CU.WIRE IN RSC C1. LIGHTING LOAD \W7.50008; I = 11 ( 100 ) / 220 V = 5.0 A \W5.62504; USE: 2- 2.0mm² THW. CU.WIRE, IN 25mm\U+2205 UPVC PIPE \W5.62504; 15 AT, 2P, 220 V , C.B. C2. LIGHTING LOAD \W7.50055; I = 14 ( 100 ) / 220 V = 6.36 A \W5.62504; USE: 2- 2.0mm² THW. CU.WIRE, IN 25mm\U+2205 UPVC PIPE \W5.62504; 15 AT, 2P, 220 V , C.B. C3 RANGE LOAD \W7.50186; I = 1 (5000))/ 220 V = 22.73 A \W5.62519; USE: 2- 5.5mm² THW. CU.WIRE, IN 25mm\U+2205 UPVC PIPE \W5.62519; 30 AT, 2P, 220 V , C.B. C4 REFRIGERATOR LOAD \W7.50005; I = 1 (500 ) / 220 V = 2.27 A \W5.62501; USE: 2- 3.5mm² THW. CU.WIRE, IN 25mmØ UPVC PIPE \W5.62501; 30 AT, 2P, 220 V , C.B. C5 MOTOR PUMP LOAD \W7.50051; I = 1 ( 1000 ) / 220 V = 4.54 A \W5.62510; USE: 2- 5.5mm² THW. CU.WIRE, IN 25mmØ UPVC PIPE \W5.62510; 30 AT, 2P, 220 V , C.B. C6 D.C.O. LOAD \W7.50087; I = 8 ( 180 ) / 220 V = 6.55 A \W5.62512; USE: 2- 3.5mm² THW. CU.WIRE, IN 25mmØ UPVC PIPE \W5.62512; 30 AT, 2P, 220 V , C.B. C7 D.C.O. LOAD \W7.50116; I = 8 ( 180 ) / 220 V = 6.55 A \W5.62533; USE: 2-3.5mm² THW. CU.WIRE, IN 25mmØ UPVC PIPE \W5.62533; 30 AT, 2P, 220 V , C.B. C8 SPARE LOAD \W5.62563; I = 5 A \W5.62563; USE: 2- 3.5mm² THW. CU.WIRE, IN 25mmØ UPVC PIPE \W5.62563; 30 AT, 2P, 220 V , C.B. MAIN FEEDERLINES/ SERVICE LINES: \W8.37106; \W7.49986; I = 13,320.00 / 220 V = 60.55 A \W7.84807; \W9.37506; USE : 2- 22.0mm² THHN RSC PIPE, \W9.37506; 100 AT, 220V , C.B. TYPICAL BEAM DETAILS S S M M EXTRA BARS @ MIDSPAN 10mmØ STIRRUPS, 3 @ 0.05, 5 @ 0.10m, REST @ 0.20m O.C. 200 250 200 BEAM 1 (B-1) & BEAM 2 (B-2) 200 250 CANTILEVER BEAM (CB1-) & (CB-2) DRAWN N.T.S. BEAMS SECTION DETAIL SCALE 1: 30 M SECTION @ SUPPORT @ MID SPAN 4- 12mmd TOP BARS 2- 12mmd BOT. BARS 2- 12mmd TOP BARS 4- 12mmd BOT. BARS 4- 12mmd TOP BARS 2- 12mmd BOT. BARS 10mmd STIRRUPS L4 L/4 L C5 C3 C1 C6 C4 C2 METER kw- hr SERVICE ENTRANCE 15 A 15 A 30 A 30 A 30 A 30 A APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. A-3 O W N E R WINDOWS & DOORS DETAIL SCHEDULE OF WINDOWS & DOORS SECTION THRU 'A-A' SECTION THRU 'B-B' RIGHT SIDE ELEVATION CERTIFIED BY: SEAL : A R C H I T E C T U R A L 3 P L A N E L E V A T I O N 5 5 5 5 5 5 5 5 5 5 N.G.L. OUTLET INLET - DOWNSPOUT 10mmØ GRAB BAR 100mm Thk. CHB 100mmd PVc -DOWNSPOUT 100mmd SANITARY PVc PIPE 10mmd MAT BARS OUTLET INLET - DOWNSPOUT SCALE 1: 10 M N. G. L. 0.10m TOP SLAB W/ 10mmØ MAT BARS SP. @ 200mm O.C. B.W. MANHOLE MANHOLE PLASTERED PLAIN CEMENT FINISHED W/ WATER PROOFING AGENT ( INSIDE OF SEPTIC TANK) 0.10m SLAB W/ 10mmØ HOR. BARS SP. @ 300mm O.C. B.W. 3- 10mmd CONT. BARS W/ 10mm d TEMP. BARS SP.@ 400mm O.C. B.W. 150mmd PVc PIPE 150mmd PVc PIPE GRAVEL BED GRAVEL BED GRAVEL BED A I R S P A C E A I R S P A C E WATERLINE WATERLINE LEACHING CHAMBER DIGESTIVE CHAMBER SLOPE= 2% SLOPE= 2% INLET OUTLET E L E V A T I O N P L A N OUTLET MANHOLE C.O. 3000 5 5 5 5 INLET SEPTIC VAULT DETAIL SCALE 1: 20 M PREPARED IN THE OFFICE OF : PREPARED IN THE OFFICE OF : PREPARED IN THE OFFICE OF : PREPARED IN THE OFFICE OF : PREPARED IN THE OFFICE OF : FOUNDATION PLAN 2ND FLR.-SLAB/BEAM FRAMING PLAN WF DETAIL BEAMS DETAIL & CANTILEVER DETAIL COLUMN & FOOTING DETAIL PRC NO. : 300 1200 1500 1550 1000 150 150 150 10mmd MAT BARS @ sp. 0.30m O.C. B.W. CHB WALL PREPARED IN THE OFFICE OF : B B 2400 1400 600 5 5 5 450 1000 1000 600 450 600 5 TRUSS -2 (T-2) 2pcs.- 6mm x 38mm x 38mm ANGLE BARS -TOP, BOTTOM AND WEB MEMBERS PRE-MOULDED G.I. SHT. GUTTER 75mmd PVc - ELBOW (DOWN SPOUT) 5 C 6 LIGHTING LOAD C 8 S P A R E L O A D - 8 - - - - 1440 6.55 - 220 30 A - - 1 - - - 1440 6.55 - 220 30 A DUPLEX CONV. LOAD DUPLEX CONV. LOAD C7 C8 30 A 30 A LIGHTING LOAD LIGHTING LOAD RANGE LOAD REF LOAD MOTOR PUMP D.C.O. LOAD D.C.O. LOAD SPARE LOAD MARK DESCRIPTION WIDTH HEIGHT S I Z E (M) D 1 SOLID WOOD , PANEL DOOR; SWING TYPE 2.10 D 3 2.10 D 4 FRENCH TYPE, 2- DOOR PANELS; SLIDING TYPE 0.80 2.10 W2 PRE-FAB PLASTIC DOOR; SWING TYPE 0.70 2.10 1.20 1.70 D 2 W1 W3 2.40 1.70 1.80 1.70 SCHEDULE OF DOORS 0.90 2-0.80 QTY. 5 4 1 1 1 3 1 HEIGHT from F.F.L. LOCATION W5 1.80 1.70 W4 W6 1.20 1.30 0.60 0.60 1 1 3 - - - - 0.80 0.80 0.80 0.80 1.20 1.50 MAIN ENTRY, KITCHEN, BALCONY DINING AREA BEDROOMS T & B , POWDER RM. @ STAIRWAY LIVING AREA LIVING AREA LIVING AREA MARK DESCRIPTION WIDTH HEIGHT S I Z E (M) QTY. HEIGHT from F.F.L. LOCATION GLASS WITH ALUMINUM FRAME; SLIDE TYPE & AWNING TYPE WDO. GLASS WITH ALUMINUM FRAME; SLIDE TYPE & FIXED TRANSOM WDO. F.F.L. DOORS DETAIL A R C H I T E C T U R A L LEGEND & SPECIFICATIONS PLUMBING PLAN LAY-OUT DESIGN ANALYSIS SEPTIC VAULT DETAIL ISOMETRIC LAY-OUT CATCH BASIN DETAIL FOUNDATION PLAN 2ND FLR.-SLAB/BEAM FRAMING PLAN WF DETAIL BEAMS DETAIL COLUMN & FOOTING DETAILS LEGEND & SPECIFICATIONS LIGHTING PLAN LAY-OUT POWER PLAN LAY-OUT LOAD DESIGN ANALYSIS ONE-LINE DIAGRAM SCHEDULE OF LOADS STAIRS DETAIL TRUSS DETAILS ROOF FRAMING PLAN SLAB DETAIL WINDOWS & DOORS DETAIL SCHEDULE OF WINDOWS & DOORS SECTION THRU 'A-A' SECTION THRU 'B-B' RIGHT SIDE ELEVATION 1 A-3 2 A-3 3 A-3 1 ST-2 2 ST-2 1 P-1 1 E-1 0073967 4093326 \A1;2-08-2013 ILOILO CITY \A1;186 252 386 N UNDERTAKINGS: I,\L ______________________, DO HEREBY AGREE THAT THE TOP SLAB OF SEPTIC VAULT SHALL NOT BE CONSTRUCTED UNTIL THE INSPECTION OF THE DESIGNER/ MASTER PLUMBER AND REPRESENTATIVE FROM THE OFFICE OF THE BUILDING OFFICIALS AND AFTER APPROPRIATE REPORT FORM HAS BEEN SIGNED BY BOTH THAT INDEED; SEPTIC VAULT IS WATERTIGHT/ WATERPROOFED. THE SIGNED REPORT FORM SHALL BE ATTACHED WHEN APPLYING FOR CERTIFICATE OF OCCUPANCY. \W3.29673; \W3.29673; SIGNATURE OF OWNER LOCATION : LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING LOT PLAN MA. GENEVIEVE A. BALDOMAR PROJECT TITLE: S A N I T A R Y ILOILO CITY SCALE 1: 100 M S T R U C T U R A L E L E C T R I C A L SCHEDULE OF LOADS : SCALE 1: 100 M ELECTRICAL LEGEND : SCALE 1: 40 M TABLE OF CONTENTS \W3.71429; RIDGE CAP ANDORRA ROOF TILE HI-RIB G.I. SHT.- UNDERSHEATING 6mm X 100mm C- PURLINS SP. @0.60m 10mmd STIRRUPS 100mmd PVc Pipe 250 2- 2.0mm² THW CU. WIRE, 25mm d PVC PIPE 2- 3.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 5.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 3.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 5.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 3.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 3.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 3.5mm² THW CU. WIRE, 25mm d PVC PIPE 2- 22.0mm² THHN RSC 13,320.00 W GROUND FLOOR PLAN SECOND FLOOR PLAN SCALE 1:100m SCALE 1:100m FRONT ELEVATION LEFT SIDE ELEVATION REAR ELEVATION SCALE 1:100m SCALE 1:100m SCALE 1:100m \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING D 5 LOUVER TYPE DESIGN PLASTIC DOOR; SLIDE 2-0.70 2.10 1 - WALK IN CLOSET @ MASTER'S BEDROOM W8 W7 W9 0.70 0.40 1 W10 0.65 DIGESTIVE CHAMBER LEACHING CHAMBER DC LC WC WATER CLOSET LAV LAVATORY FLOOR DRAIN FD CLEAN OUT CO CATCH BASIN CB SANITARY LINE WATERLINE ELBOW 45degrees WYE ELBOW 90degrees SHOWER SHO FAUCET FAU TEE PIPE Ds DOWNSPOUT MP MOTOR PUMP SYMBOL DESCRIPTION SYMBOL DESCRIPTION HOSE BIBB HB APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. ST-2 O W N E R STAIRS DETAIL TRUSS DETAILS SLAB DETAIL ROOF FRAMING PLAN CERTIFIED BY: SEAL : 2 PREPARED IN THE OFFICE OF : STAIR'S DETAIL SCALE 1: 20 M S T R U C T U R A L LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING 1200 150 900 150 2pcs.- 6mm x 38mm x 38mm ANGLE BARS for: TOP, BOTTOM & WEB MEMBERS PRE-MOULDED G.I. SHT. GUTTER RIDGE CAP HI-RIB G.I. SHT.- UNDERSHEATING 6mm X 100mm C- PURLINS SP. @ 0.60m O.C. ANDORRA ROOF TILE WINDOWS DETAIL SCALE 1: 40 M SCHEDULE OF WINDOWS KITCHEN AREA TOILET & BATH -@ below staircase 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECTION THRU "A-A" SCALE 1:100m SECTION THRU "B-B" SCALE 1:100m TOILET & BATH (T&B) MASTER'S BEDROOM LOCATION MAP DRAWN NOT TO SCALE F.F.L. SECTION 600 150 500 3- 10mm d CONT. BARS 100mm THK. CHB WALL WALL FOOTING (WF) DETAIL SCALE 1: 30 M 1350 5 300 5 CHB 10mmd CONT. BARS 10mmd VERT. BARS SP. @ 0.60m O.C. PLAN 300 PLUMBING DESIGN ANALYSIS SPECIFICATIONS : SEPTIC VAULT SHOULD BE LOCATED AT A SAFE DISTANCE FROM THE SOURCE OF POTABLE WATER(i.e DEEPWELL) TO PREVENT CONTAMINATION. SEPTIC VAULT SHOULD BE CONSTRUCTED WATERTIGHT. VENT STACK SHALL RISE 0.30M ABOVE ROOF AND DOWNSPOUT SHALL BE 75MM DIAMETER PVC PIPE WITH 150MM DIAMETER PERIMETER CONCRETE PIPES. WASTE PIPELINES SHALL BE 100MM DIAMETER PVC PIPE FOR MAIN AND 50MM DIAMETER PVC PIPES FOR LAVATORY,KS,FD, AND VSTR. WATER SUPPLY LINES SHALL BE 25MM DIAMETER PVC PIPE AND 20MM DIAMETER PVC PIPE FOR SECONDARY LINES. INDIVIDUAL SHUT-OFF VALVES FOR EVERY FIXTURE SHALL BE PROVIDED. ALL WORKS SHALL BE DONE WITH THE DIRECT SUPERVISION OF A MASTER PLUMBER OR ITS EQUIVALENT. ALL WORKS MUST CONFORM WITH THE LATEST PROVISIONS OF THE NATIONAL PLUMBING CODE RULES AND REGULATIONS AND R.A. 1378 SHALL PREVAIL. OUTFLOW FROM THE SEPTIC VAULT SHALL BE DISCHARGED TO THE STREET DRAINAGE. DRAIN PIPES AND CATCH BASINS DISCHARGING OUTFLOW FROM THE SEPTIC VAULT SHALL BE CONSTRUCTED WATERTIGHT/WATERPROOFED TO PREVENT LEAKAGE TO PERCOLATE TO THE GROUND. AS STATED ON P.D. 1098 OTHERWISE KNOWN AS THE BUILDING CODE OF THE PHILIPPINES SECTION 902,WATER SUPPLY SYSTEM a.)WHENEVER AVAILABLE, POTABLE WATER REQUIREMENTS FOR A BUILDING USED FOR HUMAN HABITATION PTR NO. : 4123080 DATE ISSUED :03-04-2013 PLACE ISSUED : ILOILO CITY TIN NO. :192-004-637 PRC NO. : 100076 C I V I L E N G I N E E R EDIN B. SALDO ROOF @ DIRTY KITCHEN DIRTY KITCHEN KITCHEN SNACKBAR REF \W1.29018; MASTER'S BEDROOM \W8.48065; 1 \W3.79246; DINING AREA \W6.62579; LANAI \W3.98294; LIVING AREA \W5.22103; CARPORT \W5.53056; POWDER \W6.88770; MAIN \W5.84008; ENTRY \W6.54182; LAUNDRY \W6.72039; SERVICE C L O S E T WALK-IN CLOSET STEP DOWN STEP \W0.36071; UP \W7.14960; T&B TV CONSOLE \W3.50777; STEP \W0.48396; UP TO ATTIC \W1.26967; DOWN TO \W1.26967; GRND. FLR. \W7.14960; T&B \W7.14960; T&B \W5.03056; BEDROOM \W8.19722; 1 \W5.03056; BEDROOM \W8.12579; 2 \W5.03056; BEDROOM \W8.12579; 3 \W3.81627; FAMILY HALL 5 5 5 5 5 5 5 5 5 5 P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E 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 \W5.22103; BALCONY \W0.84038; D-1 \W0.69752; D-2 \W0.84038; D-1 \W0.69752; D-3 \W0.67371; D-4 \W0.67371; D-4 \W0.67371; D-4 \W0.69752; D-3 \W0.69752; D-3 \W0.69752; D-3 \W0.84038; D-1 ATTIC FLOOR PLAN SCALE 1:100m \W5.20386; DOWN TO \W5.20386; 2ND FLR. \W7.14960; T&B \W5.03056; BEDROOM \W8.10198; 4 5 5 5 5 P R O P E R T Y L I N E P R O P E R T Y L I N E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.69752; D-3 \W0.67371; D-4 \W0.67371; D-4 \W0.81657; W-1 \W0.67371; W-2 \W0.67371; W-3 \W0.64990; W-4 \W0.67371; W-5 \W0.34038; W-11 \W0.19752; W-10 \W0.67371; W-6 \W0.67371; W-7 W-8 \W0.67371; W-6 \W7.24484; F.E. 5 5 5 5 5 5 5 5 5 5 \W0.67371; W-6 5 5 5 5 W-12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A A B A A B A B 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 D-5 SECTION THRU "B-B" SCALE 1:100m F.F.L. \W0.69722; SEE RAFTER DETAILS \W0.69722; SEE RAFTER DETAILS \W4.03056; BEDROOM 2 \W5.14960; STAIRWAY \W5.50675; LANDING \W5.50675; LANDING \W5.53056; POWDER \W7.29246; RM. \W4.24484; SNACK BAR \W3.79246; DINING AREA \W5.53056; KITCHEN \W6.62579; LANAI \W7.14960; T&B \W3.81627; FAMILY HALL \W5.53056; KITCHEN \W4.24484; SNACK BAR \W8.60198; \W6.53056; DIRTY \W5.53056; KITCHEN DINING & LIVING AREA \W0.69722; SEE RAFTER DETAILS FAMILY AREA SIDEWALK LEVEL F.F.L. SECOND FLOOR F.F.L. TOP OF ROOF BEAM LINE-1 TOP OF ROOF BEAM LINE-2 SIDEWALK LEVEL F.F.L. SECOND FLOOR F.F.L. TOP OF ROOF BEAM LINE-1 SIDEWALK LEVEL F.F.L. SECOND FLOOR F.F.L. TOP OF ROOF BEAM LINE-1 SIDEWALK LEVEL F.F.L. SECOND FLOOR F.F.L. TOP OF ROOF BEAM LINE-1 TOP OF ROOF BEAM LINE-1 TOP OF ROOF BEAM LINE-2 SECOND FLOOR F.F.L. F.F.L. SIDEWALK LEVEL TOP OF ROOF BEAM LINE-1 SECOND FLOOR F.F.L. F.F.L. SIDEWALK LEVEL 5 TOP OF ROOF BEAM LINE-1 TOP OF ROOF BEAM LINE-2 SECOND FLOOR F.F.L. F.F.L. SIDEWALK LEVEL 5 5 TOP OF ROOF BEAM LINE-1 SECOND FLOOR F.F.L. F.F.L. SIDEWALK LEVEL TOP OF ROOF BEAM LINE-2 TOP OF ROOF BEAM LINE-1 SECOND FLOOR F.F.L. SIDEWALK LEVEL F.F.L. \W0.69752; W-9 W-13 W-14 W11 W12 W13 W14 W15 W16 W-15 W-16 W-17 W17 GLASS WITH ALUMINUM FRAME; SLIDE TYPE & AWNING TYPE WDO. GLASS WITH ALUMINUM FRAME; SLIDE TYPE & AWNING TYPE WDO. GLASS WITH ALUMINUM FRAME; SLIDE TYPE & AWNING TYPE WDO. GLASS WITH ALUMINUM FRAME; AWNING TYPE WDO. GLASS WITH ALUMINUM FRAME; AWNING TYPE WDO. GLASS WITH ALUMINUM FRAME; FIXED TYPE & AWNING TYPE WDO. 1 1.20 1.30 0.80 STAIRWAY/ BALCONY 1 2.40 1.70 0.40 FAMILY HALL GLASS WITH ALUMINUM FRAME; SLIDE W/ FIXED GLASS & AWNING TYPE WDO. 1.20 1.70 0.40 1 BEDROOM 3 GLASS WITH ALUMINUM FRAME; SLIDE W/ FIXED GLASS & AWNING TYPE WDO. 1.80 1.70 0.40 1 BEDROOM 3 GLASS WITH ALUMINUM FRAME; SLIDE W/ FIXED GLASS & AWNING TYPE WDO. 1.20 1 1.70 0.40 GLASS WITH ALUMINUM FRAME; SLIDE & AWNING TYPE WDO. BEDROOM 2 2.00 1 1.70 0.40 GLASS WITH ALUMINUM FRAME; SLIDE & AWNING TYPE WDO. BEDROOM 2 1.80 1 1.70 0.40 GLASS WITH ALUMINUM FRAME; SLIDE & AWNING TYPE WDO. BEDROOM 2 1.40 ATTIC GLASS WITH ALUMINUM FRAME; AWNING TYPE WDO. 1 3.70 0.60 1.40 ATTIC 1 1.20 0.60 GLASS WITH ALUMINUM FRAME; AWNING TYPE WDO. 0.60 0.60 1.40 T&B @ ATTIC GLASS WITH ALUMINUM FRAME; AWNING TYPE WDO. SOLID WOOD , PANEL DOOR; SWING TYPE RIGHT SIDE ELEVATION SCALE 1:100m 5 5 5 5 5 5 5 5 5 5 SIDEWALK LEVEL F.F.L. SECOND FLOOR F.F.L. TOP OF ROOF BEAM LINE-1 SIDEWALK LEVEL F.F.L. SECOND FLOOR F.F.L. TOP OF ROOF BEAM LINE-1 W-1 W-2 W-3 W-4 W-5 F.F.L. W-6 W-7 W-8 W-9 W-10 W-11 W-13 W-12 W-14 W-15 W-16 W-17 D-1 D-2 D-3 D-4 D-5 5 5 5 5 5 5 400 400 1300 5 5 5 5 5 5 5 400 1300 5 5 5 400 900 5 5 1800 400 5 5 5 5 5 5 5 5 5 5 5 5 400 5 5 5 5 400 900 400 5 400 1300 5 5 5 400 5 400 5 5 5 5 5 5 5 400 900 400 5 5 5 400 900 400 5 5 5 5 1400 2100 F.F.L. 5 5 1400 2100 5 5 1500 2100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 APPROVED BY: PROJECT TITLE: SHEET CONTENTS SHEET NO. P-2 O W N E R WATERLINE PLAN LAYOUT ISOMETRIC LAYOUT DESIGN ANALYSIS PTR NO. : DATE ISSUED : TIN NO. : CERTIFIED BY: SEAL : 2 PRC NO. : PREPARED IN THE OFFICE OF : ISOMETRIC LAY-OUT SCALE 1: 100 M S A N I T A R Y LOCATION : \W6.24351; PROPOSED TWO - STOREY \W7.88637; RESIDENTIAL BUILDING ROOF @ DIRTY KITCHEN REF STEP DOWN STEP \W0.36071; UP \W2.76128; STEP UP \W2.85652; TO ATTIC \W6.99665; DOWN TO \W6.73475; GRND. FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E \W5.20386; DOWN TO \W5.20386; 2ND FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E ROOF @ DIRTY KITCHEN STEP DOWN STEP \W0.36071; UP \W3.50777; STEP \W0.48396; UP TO ATTIC \W1.26967; DOWN TO \W1.26967; GRND. FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E \W5.20386; DOWN TO \W5.20386; 2ND FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E ROOF @ DIRTY KITCHEN REF STEP DOWN STEP \W0.36071; UP \W3.50777; STEP \W0.48396; UP TO ATTIC \W1.26967; DOWN TO \W1.26967; GRND. FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E \W5.20386; DOWN TO \W5.20386; 2ND FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E WP CT RA CT MP C5 C1 C2 C2 C6 C4 C3 C7 C7 S3W S2 S1 S1 S1 S2 S1 S1 S1 S1 S1 S2 S1 S3W S1 S3W S2 S1 S1 S1 67.80 22.50 100 A Use: 2 - 22.0mm² THHN \W4.00000; Rsc pipe 2 - 2.0mm² THW 2 - 5.5mm² THW 2 - 5.5mm² THW 2 - 3.5mm² THW 2 - 2.0mm² THW 2 - 3.5mm² THW 2 - 3.5mm² THW 2 - 3.5mm² THW MANHOLE C.O. KS CO CO KS FD- 100mmd PVC- TEE CO CO- 100mmd PVC WYE CB CB CB CB WC - 100mmd PVC WYE LAV - 50mmd X 100mmd PVC TEE REDUCER CO FD VTR - 50mmd X 100mmd PVC PIPE CO DS DS DS - 50mmd PVC PIPE DS DS DS DS DS DS DS FD 100mmd PVC PIPE 100mmd PVC PIPE 100mmd PVC PIPE 100mmd PVC PIPE- SEWERLINE 100mmd PVC PIPE- SEWERLINE VTR - 50mmd X 100mmd PVC TEE REDUCER WC - 100mmd PVC WYE LAV - 50mmd X 100mmd PVC TEE REDUCER FD- 100mmd PVC- TEE FD CO WC FD LAV FD FD WC FD LAV VTR CO DS DS CO LAV VTR FD WC CO FD TO S.V. TO S.V. TO S.V. VTR CO WATERLINE PLAN LAY-OUT SCALE 1: 100 M ROOF @ DIRTY KITCHEN REF STEP DOWN STEP \W0.36071; UP \W2.76128; STEP UP \W2.85652; TO ATTIC \W6.99665; DOWN TO \W6.73475; GRND. FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E \W5.20386; DOWN TO \W5.20386; 2ND FLR. P R O P E R T Y L I N E P R O P E R T Y L I N E DS DS DS - 50mmd PVC PIPE DS DS DS DS DS DS DS FD DS DS GROUND FLOOR PLAN SECOND FLOOR PLAN ATTIC FLOOR PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN ATTIC FLOOR PLAN SHO FAU FAU SHO SHO FAU SHO FAU FAU HB FAU FAU L/4 (L) = LONG SPAN L/4 S/4 S/4 (S) = SHORT SPAN L/4 L/4 (L) = LONG SPAN S/4 S/4 (S)= SHORT SPAN 10mmd RSB @ 0.30m TEMP. BARS 12mmd ALT. BENT & CONT. MAIN BARS SP. @ 0.15m O.C. ALONG SHORT SPAN 10mmd RSB @ 0.30m TEMP. BARS 12mmd ALT. BENT & CONT. MAIN BARS SP. @ 0.15m O.C. ALONG SHORT SPAN 10mmd RSB @ 0.30m TEMP. BARS 12mmd ALT. BENT & CONT. MAIN BARS SP. @ 0.15m O.C. ALONG SHORT SPAN SLAB DETAIL DRAWN NOT TO SCALE TWO-WAY SLAB (S2) ONE-WAY SLAB (S2) CONC. COLUMN CONC. COLUMN CONC. COLUMN CONC. COLUMN 5 350 300 300 5 1500 450 C1 F1 P L A N S E C T I O N 5 10mmd TIES: 5 @ 0.05m, 5 @ 0.10m, Rest @ 0.15m O.C. 8- 16mmd VERT. BARS. 10- 16mmd MATT BARS @ 0.38m Spacing O.C. Bothways . 10- 16mmd MATT BARS @ 0.38m Spacing O.C. Bothways . 8- 16mmd VERT. BARS . 250 200 200 250 4- 16mmdTOP . 2- 16mmdBOT. . 2- 16mmdTOP . 4- 16mmdBOT. . 10mmd STIRRUPS 10mmd STIRRUPS EXTRA BARS @ MIDSPAN 10mmØ STIRRUPS, 3 @ 0.05, 5 @ 0.10m, REST @ 0.20m O.C. DRAWN N.T.S. L4 L/4 L S S M M FTG. TIE BEAM (FTB) DETAIL FOOTING TIE BEAM SECTION \W4.61905; AT SUPPORT \W4.83333; AT MIDSPAN PTR NO. : DATE ISSUED : PLACE ISSUED : TIN NO. : PRC NO. : REF STEP DOWN STEP \W0.36071; UP P R O P E R T Y L I N E CO CO CB CB CB CB CO CO DS DS DS - 50mmd PVC PIPE DS 100mmd PVC PIPE 100mmd PVC PIPE GROUND FLOOR PLAN ROOF @ DIRTY KITCHEN \W2.76128; STEP UP \W2.85652; TO ATTIC \W6.99665; DOWN TO \W6.73475; GRND. FLR. P R O P E R T Y L I N E DS DS DS FD CO CO DS TO S.V. TO S.V. CO SECOND FLOOR PLAN ATTIC FLOOR PLAN HB WATER TANK MP MP FAU KS S.V. KS FAU SHO VTR FAU WC FD LAV LAV FAU VTR WC HB SHO VTR FAU LAV WC FD FD FD FD WC FD WC FD FAU LAV VTR VTR SHO SHO FAU LAV VTR FD HB \Q22;TO PUBLIC SEWER CANAL \Q22;FROM WATERSOURCE/ MIWD \Q22;TO PUBLIC SEWER CANAL \Q22;TO PUBLIC SEWER CANAL WATERLINE FROM WATERTANK WATERLINE GOING UP TO THE WATERTANK \W6.88770; MAIN \W5.84008; ENTRY STEP DOWN STEP \W0.36071; UP 5 5 5 5 5 5 P R O P E R T Y L I N E P R O P E R T Y L I N E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P R O P E R T Y L I N E P R O P E R T Y L I N E 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 P R O P E R T Y L I N E P R O P E R T Y L I N E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2ND FLR.- SLAB & BEAM FRAMING PLAN SCALE 1: 100 M 5 FTB FTB FTB FTB FTB FTB FTB WF WF WF WF FTB FTB WF WF WF WF WF WF WF WF WF FTB FTB FTB FTB FTB WF 10mmd MATBARS SP. @ 0.60m O.C. BOTHWAYS ON FILL ON FILL ON FILL ON FILL ON FILL ON FILL ON FILL ON FILL ON FILL (+ 0.40m FLR. ELEV.) (+ 0.45m FLR. ELEV.) (+ 0.40m FLR. ELEV.) (- 0.20m FLR. DEPRESSION) (+ 0.45m FLR. ELEV.) (+ 0.40m FLR. ELEV.) (+ 0.40m FLR. ELEV.) (+ 0.40m FLR. ELEV.) (+ 0.00m FLR. ELEV.) (+ 0.00m FLR. ELEV.) (+ 0.20m FLR. ELEV.) RB B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 B -1 RB RB CB -1 CB -1 STAIRWELL S -1 S -2 S -2 S -2 S -2 S -2 S -2 S -2 S -2 S -2 (- 0.05m FLR. ELEV.) (- 0.05m FLR. ELEV.) L= LONG SPAN 10mmd STIRRUPS 1800 1500 300 F.F.L. F.F.L. N.G.L. A R C H I T E C T UAP REGISTERED MASTER PLUMBER LICENSED CIVIL ENGINEER \W5.75512; RAFTER \W5.89798; TRUSS 2 \W5.75512; RAFTER \W5.75512; RAFTER \W5.75512; RAFTER \W5.75512; RAFTER \W5.89798; TRUSS 2 \W5.89798; TRUSS 1 \W5.89798; TRUSS 1 \W5.89798; TRUSS 3 \W5.75512; RAFTER \W5.89798; TRUSS 3 \W5.75512; RAFTER \W5.75512; RAFTER 5 5 5 5 5 5 4700 600 5 5 5 5 5 5 5 S -1 S -1 S -2 STAIRWELL S -1 RB RB B-2 B-2 B-2 B-2 B-2 CB-2 B-2 CB-2 CB-2 B-2 CB-2 B-2 S -1 CB-2 CB-2 1400 2750 ATTIC -ROOF BEAM & ROOF FRAMING PLAN PLAN SCALE 1: 100 M 5 5 CONCRETE GUTTER RB RB \W5.75512; RB \W5.75512; RB S -1 TRUSSES DETAIL SCALE 1: 40 M TRUSS- 1 TRUSS- 2 TRUSS- 3 TRUSS-4 TRUSS-4 RAFTER RAFTER RAFTER (- 0.05m FLR. ELEV.) LOCATION-STEEL WATERTANK 1300 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 5 460 5 5 300 5 5 5 320 5 640 5 5 5 340 5 5 5 5 TRUSS- 4 5 350 5 1500 450 C2 F2 P L A N S E C T I O N 5 10mmd TIES: 5 @ 0.05m, 5 @ 0.10m, Rest @ 0.15m O.C. 8- 16mmd VERT. BARS. 10- 16mmd MATT BARS @ 0.38m Spacing O.C. Bothways . 10- 16mmd MATT BARS @ 0.38m Spacing O.C. Bothways . 8- 16mmd VERT. BARS . 350 F.F.L. F.F.L. C2 F2 C2 F2 C2 F2 C2 F2 C2 F2 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 2pcs.- 6mm x 38mm x 38mm ANGLE BARS -TOP, BOTTOM AND WEB MEMBERS \W7.50000; MOLDED G.I. GUTTER RIB SPAN ROOFING 6mm X 50mm X 100mm C- PURLINS SP. @0.60m MOLDED G.I. GUTTER 10mmd RSB IN A CONC. GUTTER G.I. SHEET FLASHING RIB SPAN ROOFING 6mm X 50mm X 100mm C-PURLINS SP. @ 0.60m UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2100 5 5 5 5 5 5 3300 5 5 2ND FLOOR ATTIC FLOOR GROUND FLOOR F.F.L. LOWER LEVEL F.F.L. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CEILING LINE

Language	English
Drawing Type	Detail
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Plastic, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartment, area, autocad, bedrooms, building, class, condo, DETAIL, details, DWG, eigenverantwortung, Family, group home, grup, lot, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, proposed, residence, residential, residential building, sq, storey, two