Residential Building DWG Block for AutoCAD

Residential Building DWG Block for AutoCAD

Residential building consisting of 4 rooms; 3 bedrooms; study room; utility room , service room.

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

existing earth, compacted earthfill, two-way slab key plan, ext.beam support, second interior, beam support, first interior, two-way slab key section along short span, to adjusy slab, tie bars both ways, line of fill, natural ground line, finish floor line, existing earthfill, earthfill, earth backfill, compacted gravel, gravel bed, main bars, marks, schedule of columns, corridor, stage, side line, center, line, fiber glass backboard, female, changing, room, floor plan, male, bottom line of truss, street level line, front elevation, masonry plastered wall, in acrytex paint finish, cross section, top line of roof beam, top line of beam, free throw line, dashed line, rear elevation, top line of r.c vertical slab, left-side elevation, top line of rcbeam, top line of vertical concrete slab, right-side elevation, see truss detail, see truss details, see blow-up detail, front elev., garage, foyer, green, living area, dining area, master’s bedroom, patio, w.i.c, laundry area, service area, maid’s rm., kitchen, bar, porch, open below, family area, study area, terrace, powder rm., first floor plan, second floor plan, down, first floor line, second floor line, apex of roof, second floor ceiling line, ground floor line, estorninos, ground floor plan, aluminum analoc sliding glass, stone age cladding, long span roof tile, aluminum analoc awning type window glass, p. rm., open to below, study room, hallway, byblock, bylayer, grd. flr detail, global, tin, date:, reg. no., ptr no., location :, project title, engineer, date, sheet contents, sheet no., owner, architect, republic of the philippines, department of public works and highways, office of the building official, land use and zoning, line and grade, architectural, structural, sanitary, electrical, mechanical, table of content, perspective, site development plan, location plan, foundatiopn plan, second floor framing plan, details of half trusses, roof framing plan, details of wall footing, schedule of loads, riser diagram, computations, legend, general notes, plumbing layout plan, isometric diagram, detail of septic tank, specifications, detail of rc beam, proposed two – storey residential building, foundation plan, detail of wall footing, right – side elevation, vilma de paz – natividad, reflected ceiling plan, schedule of doors, schedule of windows, left – side elevation, detail of beam, second floor slab detail, detail of beam, detail of roof beam, master’s bd. rm., p rm., detail of rcb, scale, detail of stairs and foundation, riser and tread detail, fin. floor line, section detail of septic vault, plan, vent. thru roof, faucet, clean out, floor drain, shower drain, shower head, lavatory, water closet, water line, drainage line, water meter, lav, sho, vtr, location of piping can be transfered wherever required for proper execution on, septic vault specification, whereby certify there is no artesian well constructed with a radius of, certification, installations of all drainage piping layout shall be conform with local ordinances, the size of water supply to the fixtures shall be in accordance with, general plumbing specification, registered master plumber, other trades and condition that such things., otherwise all fixtures shall be vented., the manufacturers instructions., of the national building code governing the installations of above mentioned., and necessary repairs., inlet and outlet are submerged such as away that neither sludge and scum may duly, disturb., inlet and outlet shall be arrange, so as to deliver the sewage to the middle of, towards the center., sewage and under part of the tank cover., the vault shall be vented through the digestive and leaching chamber., water closet hose, wch, ground floor, convenience outlet homerun, safety switch, computation, service meter, service entrance, panel board, lighting outlet, spare, refregirator, range, convenience outlet, total, volts, description, ckt, size of wire, amp, watt, ref., c.o, l.o, bare wire to ground, lighting outlet homerun, switch, wall lamp, fluorescent bulb, pinlight, electrical layout plan, second floor, any convenient location although not shown in plan., electrician and supervised by an electrical engineer., local public utility and department of labor., the latest edition of the philippine electrical code and local regulation., the fire underwriter and laboratory., second floor framing plan, slab on fill, stair well, see second floor slab detail, floor finish line, var., detail of column footing, acu, detail of tie beam, left – side elevation, right side elevation, spanish gutter, storage, study rm., service, detail of tie beam, detail of beam, at midspan, at support, roof plan, property line, roof line, building line, location : description : no. of sets :, see detail of gutter, detail of truss, detail of gutter, half-truss diagram, strainer, truss, proposed interior renovation of a residence, sen. enage street, tacloban city, location, second floor plan, grace m

Raw text data extracted from CAD file:

100mm thk. CRUSHED GRAVEL BED EXISTING EARTH 100mm thk. R.C. FLOOR SLAB COMPACTED EARTHFILL 0.60m x 0.60m CERAMIC FLOOR TILES \A1;L / 4 \A1;L1 = SPAN \A1;L / 4 \A1;L1 = SPAN \A1;L / 4 \A1;L / 4 \A1;L / 4 \A1;L / 4 \A1;L1 = SPAN \A2;L1 / 5 \A2;L1 - SPAN \A2;L1 / 5 \A2;L2 / 5 \A2;L2 = SPAN \A2;L2 / 5 \A2;L / 4 \A2;L / 4 \A2;L / 4 \A2;L / 4 \A2;1.50 \A2;1.75 \A2;0.20 \A2;VARIABLE \A2;0.40 \A2;1.20 \A2;0.30 \A2;0.10 \A2;0.20 \A2;VARIABLE \A2;0.40 \A2;1.20 \A2;0.30 \A2;0.10 \A2;0.30 \A2;0.30 \A2;1.50 \A2;1.75 \A2;0.30 \A2;0.30 \A1;3.00 \A1;1.50 \A1;4.50 \A1;0.50 \A1;3.00 \A1;2.00 \A1;5.00 \A1;2.50 \A1;4.50 \A1;3.00 \A1;1.50 \A1;4.00 \A1;3.50 \A1;3.60 \A1;3.60 12mm ø BARS SPACED AT 160 BENT 2 OUT OF 3 AND EXTEND 300 STRAIGHT BOTTOM BARS 12mm BARS SPACED AT TWO-WAY SLAB KEY PLAN Fs Es FS FS EL ES FS EXT.BEAM SUPPORT SECOND INTERIOR BEAM SUPPORT FIRST INTERIOR BEAM SUPPORT TWO-WAY SLAB KEY SECTION ALONG SHORT SPAN EL TO ADJUSY SLAB 12mm ø BARS SPACED AT 160 BENT 2 OUT OF 3 AND EXTEND TO ADJUSY SLAB 300 STRAIGHT BOTTOM BARS 12mm BARS SPACED AT TIE BARS BOTH WAYS 10 mm ø @ 300 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 C1-F1 987502.5010981829 987502.5010981829 10 - 16mmd BARS SPCD. 987502.5010981829 987502.5010981829 11 - 16mmd BARS SPCD. EQUALLY 11 - 16mmd BARS SPCD. EQUALLY C1-F2 LINE OF FILL SECTION OF C1-F1 SCALE 1:20 METERS 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 LINE OF FILL SECTION OF C1-F1 SCALE 1:20 METERS 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 Assumed Soil Allowable Bearing Capacity = 3,000 PSF Rebar Fy = 33,000 psi Concrete Fc' = 3,000PSI 1:40 HT=270 290CL 1:40 HT=161 175CL NATURAL GROUND LINE FINISH FLOOR LINE EXISTING EARTHFILL EARTHFILL 350mm, REST AT 200 mm.o.c TIES SPCD. AT 5@50 mm,3-100 mm, 4-16 mm ø VERTICAL BARS W/ 10 mm ø EARTH BACKFILL 100 mm. THK COMPACTED GRAVEL 100 mm. THK COMPACTED GRAVEL BED NATURAL GROUND LINE FINISH FLOOR LINE EXISTING EARTHFILL EARTHFILL 350mm, REST AT 200 mm.o.c TIES SPCD. AT 3-50 mm,3-100 mm, 4-20 mm ø VERTICAL BARS W/ 10 mm ø EARTH BACKFILL 100 mm. THK COMPACTED GRAVEL 100 mm. THK COMPACTED GRAVEL BED @ 0.15m. o. c. BOTH SIDES 10 - 16mmd BARS SPCD. @ 0.15m. o. c. BOTH SIDES MAIN BARS MARKS C1 Fvy = 33,000 PSI Fc = 3,000 PSI ; SCHEDULE OF COLUMNS 8 PCS - 16mmd 300mm x 300mm GROUND-2nd FLOOR 2nd - 3rd FLOOR 300mm x 300mm 8 PCS - 16mmd 3rd - ROOF 300mm x 300mm 1:20 HT=25 60CL 8 PCS - 16mmd 1:20 HT=50 100CL 1:20 HT=81 175CL 1:20 HT=42 80CL 1:20 HT=60 120CL 1:20 HT=135 290CL 1:20 HT=62 140CL Fy = 33,000 PSI ; 987502.5010981829 Rebar Fy = 33,000 psi Concrete Fc' = 3,000 PSI 10 cm SLAB THICKNESS = TIES : 10mmd ; 5 @ 5 ; 5 @ 10 ; rest @ 30 cm CC TIES : 10mmd ; 5 @ 5 ; 5 @ 10 ; rest @ 30 cm CC 8 PCS - 16mmd MAIN BARS 987502.5010981829 987502.5010981829 TIES : 10mmd ; 5 @ 5 ; 5 @ 10 ; rest @ 30 cm CC 8 PCS - 16mmd MAIN BARS 987502.5010981829 987502.5010981829 TIES : 10mmd ; 5 @ 5 ; 5 @ 10 ; rest @ 30 cm CC 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 987502.5010981829 \A1;2.50 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.50 \A1;5.00 \A1;5.00 \A1;7.00 \A1;2.00 \A1;2.50 \A1;25.20 \A1;2.30 \A1;10.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;45.00 \A1;7.50 \A1;7.50 \A1;25.20 \A1;2.00 \A1;3.00 \A1;2.50 \A1;2.50 \A1;24.00 \A1;2.50 \A1;4.50 \A1;5.00 \A1;4.50 \A1;4.50 \A1;5.40 \A1;2.00 \A1;3.00 \A1;5.00 \A1;15.00 \A1;2.00 \A1;0.60 \A1;1.80 \A1;15.00 \A1;45.00 \A1;24.00 \A1;2.00 \A1;2.50 \A1;5.00 \A1;2.50 \A1;4.20 \A1;2.30 \A1;1.52 \A1;2.50 \A1;2.70 \A1;2.50 \A1;2.50 \A1;4.80 \A1;5.00 \A1;0.85 \A1;0.50 \A1;1.13 \A1;0.85 \A1;0.50 \A1;14.00 \A1;1.52 \A1;0.98 \A1;1.13 \A1;0.85 \A1;0.98 \A1;0.85 \A1;12.60 \A1;R1.80 \A1;0.40 \A1;2.50 \A1;3.16 \A1;3.70 \A1;5.95 \A1;0.40 \A1;0.60 \A1;0.20 \A1;2.80 \A1;1.75 \A1;1.75 \A1;3.16 \A1;1.41 \A1;1.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.25 \A1;1.25 \A1;2.50 \A1;5.00 \A1;30.00° \A1;0.90 \A1;1.85 \A1;0.85 \A1;5.70 \A1;1.20 \A1;1.80 \A1;8.40 \A1;0.90 \A1;1.80 \A1;0.60 \A1;0.92 \A1;3.16 \A1;2.80 \A1;0.40 \A1;4.45 \A1;1.75 \A1;1.65 \A1;1.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.25 \A1;1.25 \A1;2.50 \A1;5.00 \A1;30.00° \A1;0.90 \A1;1.85 \A1;0.85 \A1;5.70 \A1;1.20 \A1;1.80 \A1;1.80 \A1;0.60 \A1;8.40 \A1;4.20 \A1;12.60 \A1;3.00 \A1;2.50 \A1;2.50 \A1;24.00 \A1;2.50 \A1;4.50 \A1;5.00 \A1;4.50 \A1;4.50 \A1;5.40 \A1;2.00 \A1;3.00 \A1;5.00 \A1;14.90 \A1;2.00 \A1;0.60 \A1;1.80 \A1;15.00 \A1;45.00 \A1;24.00 \A1;2.00 \A1;2.50 \A1;5.00 \A1;2.50 \A1;2.40 \A1;1.52 \A1;2.60 \A1;2.60 \A1;2.50 \A1;2.50 \A1;4.90 \A1;5.00 \A1;0.85 \A1;0.50 \A1;1.13 \A1;0.85 \A1;0.50 \A1;14.00 \A1;1.52 \A1;0.98 \A1;1.13 \A1;0.85 \A1;0.98 \A1;0.85 \A1;R1.80 \A1;2.50 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.40 \A1;5.00 \A1;5.00 \A1;7.00 \A1;2.00 \A1;2.50 \A1;25.20 \A1;2.30 \A1;10.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;45.00 \A1;7.50 \A1;7.50 \A1;25.20 \A1;2.00 \A1;5.60 \A1;11.26 \A1;6.90 \A1;3.70 \A1;0.40 \A1;1.20 \A1;3.16 \A1;4.36 \A1;2.80 \A1;2.80 \A1;1.20 \A1;3.16 \A1;4.36 \A1;2.80 \A1;2.80 \A1;11.26 \A1;6.50 \A1;3.70 \A1;0.40 \A1;1.20 \A1;0.50 \A1;0.50 \A1;0.20 \A1;2.20 \A1;3.16 \A1;1.20 \A1;2.80 \A1;3.70 \A1;0.40 \A1;11.26 \A1;2.50 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.40 \A1;5.00 \A1;5.00 \A1;7.00 \A1;2.00 \A1;2.50 \A1;25.20 \A1;2.30 \A1;10.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;45.00 \A1;7.50 \A1;7.50 \A1;25.20 \A1;2.00 \A1;3.00 \A1;2.50 \A1;2.50 \A1;24.00 \A1;2.50 \A1;4.50 \A1;5.00 \A1;4.50 \A1;4.50 \A1;5.40 \A1;2.00 \A1;3.00 \A1;5.00 \A1;14.90 \A1;2.00 \A1;0.60 \A1;1.80 \A1;15.00 \A1;45.00 \A1;24.00 \A1;2.00 \A1;2.50 \A1;5.00 \A1;2.50 \A1;2.40 \A1;1.52 \A1;2.60 \A1;2.60 \A1;2.50 \A1;2.50 \A1;4.90 \A1;5.00 \A1;0.85 \A1;0.50 \A1;1.13 \A1;0.85 \A1;0.50 \A1;14.00 \A1;1.52 \A1;0.98 \A1;1.13 \A1;0.85 \A1;0.98 \A1;0.85 \A1;R1.80 \A1;1.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.25 \A1;1.25 \A1;2.50 \A1;5.00 \A1;30.00° \A1;0.90 \A1;1.85 \A1;0.85 \A1;5.70 \A1;1.20 \A1;1.80 \A1;1.80 \A1;0.60 \A1;8.40 \A1;4.20 \A1;12.60 \A1;0.40 \A1;3.70 \A1;2.80 \A1;1.20 \A1;3.16 \A1;11.26 \A1;3.16 \A1;0.60 \A1;1.30 \A1;1.30 \A1;0.30 \A1;1.50 \A1;1.10 \A1;11.26 \A1;6.04 \A1;3.70 \A1;0.40 \A1;1.66 \A1;3.16 \A1;4.82 \A1;2.34 \A1;2.80 \A1;2.40 \A1;2.34 \A1;2.80 \A1;0.45 REV. FLOOR PLAN 1/16/08 FOR PLOTTING -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 CORRIDOR CORRIDOR STAGE SIDE LINE CENTER LINE FIBER GLASS BACKBOARD -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 SIDE LINE SIDE LINE -1776616.814171818 SIDE LINE SIDE LINE SIDE LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 CORRIDOR CORRIDOR (elev. @ 0.90 m.) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 B A C D E -1776616.814171818 -1776616.814171818 FEMALE CHANGING ROOM UP DN TOILET (FEMALE) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 DN UP TOILET (MALE) FLOOR PLAN SCALE 1:100 METERS 9 1 1' 2 9' 3 4 5 6 7 8 9 1 1' 2 9' 3 4 5 6 7 8 A' E' -1776616.814171818 -1776616.814171818 B A C D E A' E' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 D1 D1 D1 D1 D1 D1 D2 D2 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 D2 D2 D2 -1776616.814171818 -1776616.814171818 -1776616.814171818 MALE CHANGING ROOM -1776616.814171818 CORRIDOR -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FINISH FLOOR LINE BOTTOM LINE OF TRUSS STREET LEVEL LINE -1776616.814171818 FRONT ELEVATION SCALE 1:100 METERS -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 9 1 1' 2 9' 3 4 5 6 7 8 -1776616.814171818 6mm thk. CLEAR GLASS ON WHITE POWDER COATED ALUMINUM FRAME, AWNING TYPE WINDOW (SEE SCHEDULE OF WINDOW) 0.60 mm Thk. SPANDEK LONGSPAN ROOFING BY PHILMETAL 6mm Thk. x 2" x 2" ANGULAR BAR BOLTED WITH 6mm GUSSET PLATE 2"Thk. FLUSH TYPE DOOR IN SEMI-AUTOMOTIVE PAINT FINISH W/ 2" x 6" WOODEN DOOR JAMB(SEE SCHEDULE OF DOOR) MASONRY PLASTERED WALL IN ACRYTEX PAINT FINISH CROSS SECTION FINISH FLOOR LINE( VERIFY ACTUAL SCHOOL BLDG.) STREET LEVEL LINE BOTTOM LINE OF TRUSS TOP LINE OF ROOF BEAM STAGE TOP LINE OF BEAM -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FREE THROW LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FREE THROW LINE -1776616.814171818 -1776616.814171818 DASHED LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 B A C D E -1776616.814171818 -1776616.814171818 -1776616.814171818 REAR ELEVATION SCALE 1:200 METERS FINISH FLOOR LINE( VERIFY ACTUAL SCHOOL BLDG.) TOP LINE OF ROOF BEAM TOP LINE OF ROOF BEAM (STAGE) BOTTOM LINE OF TRUSS STREET LEVEL LINE E' A' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 CORRIDOR CORRIDOR STAGE SIDE LINE CENTER LINE FIBER GLASS BACKBOARD -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 SIDE LINE SIDE LINE -1776616.814171818 SIDE LINE SIDE LINE SIDE LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 CORRIDOR CORRIDOR (elev. @ 0.90 m.) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 B A C D E -1776616.814171818 FEMALE CHANGING ROOM UP DN TOILET (FEMALE) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 DN UP TOILET (MALE) FLOOR PLAN SCALE 1:100 METERS 9 1 1' 2 9' 3 4 5 6 7 8 9 1 1' 2 9' 3 4 5 6 7 8 A' E' -1776616.814171818 -1776616.814171818 B A C D E A' E' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 D1 D1 D1 D1 D1 D1 D2 D2 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 D2 D2 D2 -1776616.814171818 -1776616.814171818 -1776616.814171818 MALE CHANGING ROOM CORRIDOR -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FREE THROW LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FREE THROW LINE -1776616.814171818 DASHED LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 SCALE 1:100 METERS TOP LINE OF R.C VERTICAL SLAB A A' B C D E E' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 LEFT-SIDE ELEVATION FINISH FLOOR LINE( VERIFY ACTUAL SCHOOL BLDG.) STREET LEVEL LINE BOTTOM LINE OF TRUSS TOP LINE OF ROOF BEAM TOP LINE OF RCBEAM SCALE 1:100 METERS A A' B C D E E' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 0.20 X 0.20m CONCRETE LOUVER WINDOW ¾" x 8" Thk. CEMENT BOARD LOUVER TYPE WINDOW 6mm thk. CLEAR GLASS ON WHITE POWDER COATED ALUMINUM FRAME, AWNING TYPE WINDOW (SEE SCHEDULE OF WINDOW) (SEE SCHEDULE OF WINDOW) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 MASONRY PLASTERED WALL IN ACRYTEX PAINT FINISH 0.60 mm Thk. SPANDEK LONGSPAN ROOFING BY PHILMETAL (SEE SCHEDULE OF WINDOW) TOP LINE OF VERTICAL CONCRETE SLAB -1776616.814171818 RIGHT-SIDE ELEVATION SCALE 1:100 METERS A A' B C D E E' FINISH FLOOR LINE( VERIFY ACTUAL SCHOOL BLDG.) STREET LEVEL LINE BOTTOM LINE OF TRUSS TOP LINE OF ROOF BEAM TOP LINE OF RCBEAM 0.20 X 0.20m CONCRETE LOUVER WINDOW ¾" x 8" Thk. CEMENT BOARD LOUVER TYPE WINDOW 6mm thk. CLEAR GLASS ON WHITE POWDER COATED ALUMINUM FRAME, AWNING TYPE WINDOW (SEE SCHEDULE OF WINDOW) (SEE SCHEDULE OF WINDOW) MASONRY PLASTERED WALL IN ACRYTEX PAINT FINISH 0.60 mm Thk. SPANDEK LONGSPAN ROOFING BY PHILMETAL (SEE SCHEDULE OF WINDOW) TOP LINE OF VERTICAL CONCRETE SLAB -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 1:100 HT=300 120CL 1:100 HT=400 175CL 1:100 HT=700 290CL 1:100 HT=312.5 140CL -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 CORRIDOR CORRIDOR STAGE SIDE LINE CENTER LINE FIBER GLASS BACKBOARD -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 SIDE LINE SIDE LINE -1776616.814171818 SIDE LINE SIDE LINE SIDE LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 CORRIDOR CORRIDOR (elev. @ 0.90 m.) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 B A C D E -1776616.814171818 FEMALE CHANGING ROOM UP DN TOILET (FEMALE) -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 DN UP TOILET (MALE) FLOOR PLAN SCALE 1:100 METERS 9 1 1' 2 9' 3 4 5 6 7 8 9 1 1' 2 9' 3 4 5 6 7 8 A' E' -1776616.814171818 -1776616.814171818 B A C D E A' E' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 D1 D1 D1 D1 D1 D1 D2 D2 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 D2 D2 D2 -1776616.814171818 -1776616.814171818 -1776616.814171818 MALE CHANGING ROOM CORRIDOR -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FREE THROW LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 FREE THROW LINE -1776616.814171818 DASHED LINE -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 9 1 1' 2 9' 3 4 5 6 7 8 -1776616.814171818 W2 W2 -1776616.814171818 -1776616.814171818 -1776616.814171818 COMPACTED EARTHFILL EXISTING EARTHFILL 100mm Thk. GRAVEL BED 100mm Thk. CONRETE SLAB -1776616.814171818 SEE TRUSS DETAIL SEE TRUSS DETAILS SEE BLOW-UP DETAIL SEE BLOW-UP DETAIL OF CANOPY 1 MASONRY PLASTERED WALL IN ACRYTEX PAINT FINISH -1776616.814171818 6mm thk. CLEAR GLASS ON WHITE POWDER COATED ALUMINUM FRAME, AWNING TYPE WINDOW (SEE SCHEDULE OF WINDOW) 2"Thk. FLUSH TYPE DOOR IN SEMI-AUTOMOTIVE PAINT FINISH W/ 2" x 6" WOODEN DOOR JAMB(SEE SCHEDULE OF DOOR) MASONRY PLASTERED WALL IN ACRYTEX PAINT FINISH FRONT ELEVATION SCALE 1:100 METERS 0.60 mm Thk. SPANDEK LONGSPAN ROOFING BY PHILMETAL 0.20 X 0.20m CONCRETE LOUVER WINDOW (SEE SCHEDULE OF WINDOW) LEFT-SIDE ELEVATION FINISH FLOOR LINE( VERIFY ACTUAL SCHOOL BLDG.) STREET LEVEL LINE BOTTOM LINE OF TRUSS TOP LINE OF ROOF BEAM (TOILET) TOP LINE OF RCBEAM SCALE 1:100 METERS A A' B C D E E' -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 -1776616.814171818 0.20 X 0.20m CONCRETE LOUVER WINDOW ¾" x 8" Thk. CEMENT BOARD LOUVER TYPE WINDOW 6mm thk. CLEAR GLASS ON WHITE POWDER COATED ALUMINUM FRAME, AWNING TYPE WINDOW (SEE SCHEDULE OF WINDOW) (SEE SCHEDULE OF WINDOW) MASONRY PLASTERED WALL IN ACRYTEX PAINT FINISH 0.60 mm Thk. SPANDEK LONGSPAN ROOFING BY PHILMETAL (SEE SCHEDULE OF WINDOW) TOP LINE OF VERTICAL CONCRETE SLAB D1 D1 -1776616.814171818 -1776616.814171818 -1776616.814171818 FRONT ELEV. -1776616.814171818 3.59 3.59 2.50 0.54 3.00 2.00 0.50 \A1;588 \A1;750 \A1;1500 \A1;0.50 \A1;2.50 \A1;3.00 \A1;2.00 \A1;5.00 \A1;8.00 \A1;14.00 \A1;3.50 \A1;18.00 \A1;4.50 \A1;2.00 \A1;4.00 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.00 \A1;5.00 \A1;2.00 \A1;10.00 \A1;14.00 \A1;18.00 \A1;4.50 \A1;2.00 \A1;10.50 \A1;0.50 \A1;3.50 \A1;3.00 \A1;1.90 \A1;5.00 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.00 \A1;5.00 \A1;2.00 \A1;1.10 \A1;8.00 \A1;14.00 \A1;3.50 \A1;18.00 \A1;4.50 \A1;2.00 \A1;12.00 \A1;0.60 \A1;3.50 \A1;3.00 \A1;1.90 \A1;5.00 \A1;10.55 \A1;14.00 \A1;18.00 \A1;4.50 \A1;2.00 \A1;10.50 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.00 \A1;5.00 \A1;2.80 \A1;0.50 \A1;2.50 \A1;3.00 \A1;2.00 \A1;5.00 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.00 \A1;5.00 \A1;2.00 \A1;1.10 \A1;3.80 \A1;2.50 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;3.30 \A1;3.00 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;1.05 \A1;2.50 \A1;3.00 \A1;2.00 \A1;5.00 \A1;8.00 \A1;14.00 \A1;3.50 \A1;18.00 \A1;4.50 \A1;2.00 \A1;12.00 \A1;5.00 \A1;2.00 \A1;4.00 \A1;1.00 \A1;3.00 \A1;4.00 \A1;2.10 \A1;3.80 \A1;2.50 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;0.90 \A1;0.60 \A1;3.50 \A1;3.00 \A1;1.90 \A1;5.00 \A1;10.55 \A1;14.00 \A1;18.00 \A1;4.50 \A1;2.00 \A1;10.50 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.60 \A1;3.45 \A1;3.75 \A1;1.10 \A1;3.30 \A1;3.00 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;1.65 \A1;0.60 \A1;3.50 \A1;4.05 \A1;1.90 \A1;10.55 \A1;14.00 \A1;18.00 \A1;4.50 \A1;2.00 \A1;10.50 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.60 \A1;4.45 \A1;2.75 \A1;1.10 \A1;3.30 \A1;3.00 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;0.60 \A1;3.50 \A1;3.45 \A1;1.90 \A1;5.15 \A1;10.55 \A1;14.00 \A1;18.00 \A1;4.50 \A1;2.00 \A1;11.00 \A1;5.00 \A1;2.00 \A1;4.00 \A1;1.00 \A1;3.00 \A1;5.00 \A1;2.80 \A1;1.10 \A1;3.30 \A1;3.00 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;0.70 \A1;1.70 \A1;5.30 \A1;2.90 \A1;8.90 \A1;13.50 \A1;1.45 \A1;18.00 \A1;4.50 \A1;1.50 \A1;13.50 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.50 \A1;3.00 \A1;5.00 \A1;2.80 \A1;1.75 \A1;2.50 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;2.05 \A1;1.60 \A1;1.45 \A1;3.00 \A1;5.00 \A1;2.80 \A1;1.75 \A1;2.50 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;2.05 \A1;1.50 \A1;3.00 \A1;4.55 \A1;13.50 \A1;1.45 \A1;18.00 \A1;4.50 \A1;1.50 \A1;13.50 \A1;5.00 \A1;2.00 \A1;3.50 \A1;2.00 \A1;3.50 \A1;2.70 \A1;3.50 \A1;2.70 \A1;3.00 \A1;4.55 \A1;13.50 \A1;1.45 \A1;18.00 \A1;4.50 \A1;1.50 \A1;12.00 \A1;5.00 \A1;2.00 \A1;3.50 \A1;1.45 \A1;3.00 \A1;5.00 \A1;2.00 \A1;1.75 \A1;2.50 \A1;1.50 \A1;3.00 \A1;2.00 \A1;3.85 \A1;18.00 \A1;2.05 \A1;1.50 \A1;2.00 \A1;1.35 \A1; \A1; \A1; UP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN LIVING AREA DINING AREA MASTER'S BEDROOM PATIO W.I.C T & B LAUNDRY AREA SERVICE AREA MAID'S RM. T & B KITCHEN 5 BAR PORCH 5 5 5 UP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OPEN BELOW FAMILY AREA 5 5 5 5 BEDROOM 3 T & B STUDY AREA BEDROOM 2 T & B BEDROOM 1 TERRACE 5 UP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN LIVING AREA DINING AREA MASTER'S BEDROOM PATIO W.I.C T & B LAUNDRY AREA SERVICE AREA MAID'S RM. POWDER RM. KITCHEN 5 BAR PORCH 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OPEN BELOW FAMILY AREA 5 5 5 5 BEDROOM 3 T & B STUDY AREA BEDROOM 2 T & B BEDROOM 1 TERRACE 5 FIRST FLOOR PLAN 5 5 5 5 5 5 1:200 HT= 250 60CL 1:200 HT=400 80CL 1:200 HT=500 100CL 1:200 HT=600 120CL 1:200 HT=625 140CL 1:200 HT=800 175CL 1:200 HT=1400 290CL 5 5 5 5 5 5 5 5 SECOND FLOOR PLAN DOWN UP BEDROOM 3 T & B STUDY AREA BEDROOM 2 T & B BEDROOM 1 TERRACE FIRST FLOOR LINE FIRST FLOOR LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE SECOND FLOOR PLAN 5 5 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE FRONT ELEVATION 5 5 5 5 ESTORNINOS UP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN LIVING AREA DINING AREA MASTER'S BEDROOM PATIO W.I.C T & B LAUNDRY AREA SERVICE AREA MAID'S RM. POWDER RM. KITCHEN 5 BAR PORCH 5 5 5 5 5 5 5 5 5 5 GROUND FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OPEN BELOW FAMILY AREA 5 5 5 5 BEDROOM 3 T & B STUDY AREA BEDROOM 2 T & B BEDROOM 1 TERRACE 5 5 5 5 5 5 5 5 SECOND FLOOR PLAN DOWN TERRACE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OPEN BELOW FAMILY AREA 5 5 5 5 BEDROOM 3 T & B STUDY AREA BEDROOM 2 T & B BEDROOM 1 TERRACE 5 5 5 5 5 5 5 5 SECOND FLOOR PLAN DOWN TERRACE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OPEN BELOW FAMILY AREA 5 5 5 5 BEDROOM 3 T & B STUDY AREA BEDROOM 2 T & B BEDROOM 1 TERRACE 5 5 5 5 5 5 5 5 SECOND FLOOR PLAN DOWN TERRACE 1" DIA.STAINLESS TUBE ALUMINUM ANALOC SLIDING GLASS 20 X 20 FIXED GLASS STONE AGE CLADDING LONG SPAN ROOF TILE ALUMINUM ANALOC AWNING TYPE WINDOW GLASS UP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN LIVING AREA DINING AREA MASTER'S BEDROOM PATIO T & B MAID'S RM. p. rm. KITCHEN 5 BAR PORCH 5 5 5 FIRST FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN open to below 5 PORCH 5 5 5 SECOND FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 BEDROOM 3 T & B STUDY ROOM BEDROOM 2 BEDROOM 1 T & B HALLWAY DOWN 5 LAUNDRY AREA W.I.C 5 5 5 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN open to below 5 PORCH 5 5 5 SECOND FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 BEDROOM 3 T & B STUDY ROOM BEDROOM 2 BEDROOM 1 T & B HALLWAY DOWN 5 5 \A1;4.95 \A1;0.60 \A1;1.95 \A1;3.00 \A1;5.60 \A1;16.00 \A1;3.00 \A1;13.50 \A1;4.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.50 \A1;1.40 \A1;3.00 \A1;2.10 \A1;3.50 \A1;13.50 \A1;2.00 \A1;2.00 \A1;1.50 \A1;3.45 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 \A1;2500 \A1;3000 \A1;4500 \A1;3300 \A1;3200 \A1;2700 \A1;1800 \A1;9000 \A1;10000 \A1;2300 \A1;1200 \A1;3500 \A1;1800 \A1;2500 \A1;2800 \A1;2300 \A1;2500 \A1;9000 \A1;1200 \A1;500 \A1;2000 \A1;1400 \A1;1900 \A1;10000 \A1;1400 \A1;2600 \A1;1475 \A1;3000 \A1;300 \A1;2500 \A1;5800 \A1;2500 \A1;3000 \A1;3300 \A1;3300 \A1;3200 \A1;1500 \A1;1800 \A1;9000 \A1;10000 \A1;1200 \A1;3500 \A1;1800 \A1;2500 \A1;2800 \A1;2300 \A1;2500 \A1;9000 \A1;10000 \A1;1400 \A1;5800 \A1;2300 \A1;1200 \A1;500 \A1;2000 \A1;1400 \A1;1900 \A1;2600 \A1;1475 \A1;3000 \A1;300 \A1;2500 \A1;2500 \A1;3000 \A1;3300 \A1;3300 \A1;3200 \A1;1500 \A1;1800 \A1;9000 \A1;10000 \A1;1200 \A1;3500 \A1;1800 \A1;2500 \A1;2800 \A1;2300 \A1;2500 \A1;9000 \A1;1200 \A1;1400 \A1;1900 \A1;10000 \A1;1400 \A1;2300 \A1;500 \A1;2000 \A1;2600 \A1;1475 \A1;5800 \A1;3000 \A1;300 \A1;2500 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 4559-PO-A-146-AV -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 4559-PO-A-146-A1 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 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1.0 1.0 X4559-PO-S-4TH F -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-4TH 1 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-4TH 2 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-4TH 3 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-4TH 4 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 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0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-GRIDS -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-GRID1 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-GRID2 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 X4559-PO-S-KEY P -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRND FLOOR PLAN$ -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRND FLOOR PLAN1 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRND FLOOR PLAN2 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRND FLOOR PLAN3 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRND FLOOR PLAN4 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRND FLOOR PLAN5 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GT-SUBSTATION$0$ -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GT-SUBSTATION$01 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRD. FLR DETAIL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRD. FLR DETAIL1 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRD. FLR DETAIL2 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRD. FLR DETAIL3 -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 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 DINING AREA KITCHEN LIVING AREA BEDROOM 2 MASTER'S BEDROOM BEDROOM 1 LAUNDRY AREA T&B T&B A B C D 1 2 3 4 2.a 1 3.a 4 A D C B.1 A.1 FLOOR PLAN A B C D B.1 5 5 5 FRONT ELEVATION 5 GROUND FLOOR FFL.=EL+300 GROUND LINE EL.±0.00 CEILING LINE FFL.=EL+3300 ROOF APEX LINE FFL.=EL+5800 GARAGE UP UP UP 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 KITCHEN LIVING AREA BEDROOM 2 MASTER'S BEDROOM BEDROOM 1 LAUNDRY AREA T&B T&B A B C D 1 2 3 4 2.a 1 3.a 4 A D C B.1 A.1 FLOOR PLAN A B C D B.1 5 5 5 FRONT ELEVATION 5 GROUND FLOOR FFL.=EL+300 GROUND LINE 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\A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;5.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;5.50 1.70 0.30 1.20 0.25 0.25 0.25 0.25 0.25 1.00 0.20 0.60 1.00 1.00 4.00 3.15 3.00 0.25 0.25 0.30 0.20 0.25 0.20 0.25 0.38 0.38 0.75 0.75 2.00 2.00 2.20 1.00 1.00 0.25 0.25 0.25 \A1;4.50 \A1;0.75 \A1;0.05 \A1;0.30 \A1;0.10 \A1;3.00 \A1;0.75 \A1;0.05 0.10 1.60 0.10 0.80 0.10 3.50 0.40 0.50 0.40 0.10 0.10 0.10 0.56 0.10 0.40 0.50 0.40 0.10 1.04 0.90 0.70 0.10 3.50 1.80 0.15 0.20 0.20 0.10 0.10 0.10 1.50 0.70 0.10 1.50 0.55 0.55 0.15 0.50 0.50 0.10 1.60 0.10 0.80 0.10 0.70 0.10 0.40 0.40 1.30 1.50 0.10 1.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;5.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;0.60 \A1;1.95 \A1;3.00 \A1;5.60 \A1;16.00 \A1;3.00 \A1;13.50 \A1;4.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.50 \A1;1.40 \A1;3.00 \A1;2.10 \A1;3.50 \A1;13.50 \A1;2.00 \A1;2.00 \A1;1.50 \A1;3.45 \A1;4.95 \A1;3.00 \A1;3.65 \A1;4.85 \A1;16.00 \A1;3.65 \A1;13.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.75 \A1;2.10 \A1;3.50 \A1;13.50 \A1;1.20 \A1;2.00 \A1;1.50 \A1;2.50 \A1;6.65 \A1;1.20 \A1;5.50 \A1;2.95 \A1;3.00 \A1;3.65 \A1;4.85 \A1;16.00 \A1;3.65 \A1;13.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;3.03 \A1;2.00 \A1;3.50 \A1;13.50 \A1;1.20 \A1;2.00 \A1;1.50 \A1;2.50 \A1;6.65 \A1;1.20 \A1;5.50 \A1;2.95 \A1;0.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;3.00 \A1;0.75 \A1;3.50 \A1;3.00 \A1;0.75 \A1;0.10 \A1;0.50 \A1;0.20 \A1;0.10 \A1;1.20 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.35 \A1;1.20 \A1;0.43 \A1;0.43 \A1;0.10 \A1;1.10 \A1;0.25 \A1;0.10 \A1;0.10 \A1;1.15 \A1;0.50 \A1;4.50 \A1;0.87 \A1;0.87 \A1;1.76 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;2.10 \A1;1.75 \A1;0.35 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;2.10 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;0.15 \A1;2.10 \A1;0.61 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;2.10 \A1;0.15 \A1;2.23 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.20 \A1;0.20 \A1;0.30 \A1;3.50 \A1;0.20 \A1;3.50 \A1;0.87 \A1;0.87 \A1;1.76 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.20 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.20 \A1;4.10 \A1;5.00 \A1;9.10 \A1;16.00 \A1;2.50 \A1;13.00 \A1;1.00 \A1;13.60 \A1;7.10 \A1;0.50 \A1;1.00 \A1;5.00 \A1;1.60 \A1;0.40 \A1;13.50 \A1;0.95 \A1;1.00 \A1;1.00 \A1;7.60 \A1;3.50 \A1;1.00 \A1;3.55 \A1;0.50 \A1;3.00 \A1;1.00 \A1;3.55 \A1;1.00 \A1;1.50 \A1;6.50 \A1;2.14 \A1;1.45 \A1;1.45 \A1;1.00 \A1;12.50 \A1;0.50 \A1;2.95 \A1;1.00 \A1;11.00 2.10 2.10 2.10 2.10 0.90 0.80 0.80 0.80 0.60 1.50 0.90 0.12 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 1.50 0.90 0.12 1.50 0.12 0.30 0.30 0.30 0.30 0.30 1.20 0.12 0.30 0.30 0.30 0.30 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.75 5.55 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 5.40 \A1;2.00 0.90 0.12 0.30 0.30 0.30 0.90 0.12 0.30 0.30 0.30 1.20 0.60 0.60 0.60 1.50 0.12 0.30 0.30 0.60 0.60 0.60 0.60 0.60 1.50 0.30 0.30 \A2;1896 \A1;10.40 \A1;4.40 \A1;2.00 \A1;4.00 \A1;2.90 \A1;0.90 \A1;0.90 0.85 \A1;9.80 \A1;3.40 \A1;3.40 \A1;3.00 \A1;3.50 \A1;4.90 \A1;6.90 \A1;5.35 \A1;7.55 \A1;2.90 \A1;1.80 \A1;1.80 \A1;5.35 \A1;4.90 \A1;4.90 \A1;11.50 \A1;0.90 \A1;0.90 \A1;10.70 \A1;0.55 \A1;1.60 \A1;5.35 \A1;5.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 0.30 8.95 L / 4 L1= SPAN L / 4 L1= SPAN L / 4 L / 4 4500 3500 \A1;0.20 \A1;3.50 \A1;3.00 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.10 \A1;1.10 \A1;0.25 \A1;0.10 \A1;1.20 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.30 \A1;1.20 \A1;0.45 \A1;0.45 \A1;0.10 TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT FIRST FLOOR PLAN SECOND FLOOR PLAN SHEET NO. A-1 REPUBLIC OF THE PHILIPPINES DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DISTRICT/ CITY/ MUNICIPALITY OFFICE OF THE BUILDING OFFICIAL LAND USE AND ZONING LINE AND GRADE ARCHITECTURAL STRUCTURAL SANITARY ELECTRICAL MECHANICAL TABLE OF CONTENT A-1 PERSPECTIVE SITE DEVELOPMENT PLAN LOCATION PLAN A -2 FLOOR PLAN 4 - ELEVATIONS 2 - SECTIONS S - 1 FOUNDATIOPN PLAN SECOND FLOOR FRAMING PLAN DETAILS OF COLUMNS & FOOTING DETAILS OF HALF TRUSSES DETAILS OF SLAB 2 ROOF FRAMING PLAN DETAILS OF WALL FOOTING E - 1 LIGHTING & CONVENIENCE LAYOUT PLAN SCHEDULE OF LOADS RISER DIAGRAM COMPUTATIONS LEGEND GENERAL NOTES P - 1 PLUMBING LAYOUT PLAN ISOMETRIC DIAGRAM DETAIL OF SEPTIC TANK SPECIFICATIONS LEGEND OWNER DETAIL OF RC BEAM TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING LIGHTING & CONVENIENCE LAYOUT PLAN TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING FOUNDATION PLAN DETAIL OF COLUMN & FOOTING DETAIL OF WALL FOOTING TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING RISER DIAGRAM SCHEDULE OF LOADS COMPUTATIONS LEGEND TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING FRONT ELEVATION REAR ELEVATION RIGHT - SIDE ELEVATION TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT VILMA DE PAZ - NATIVIDAD PROPOSED TWO - STOREY RESIDENTIAL BUILDING REFLECTED CEILING PLAN SCHEDULE OF DOORS SCHEDULE OF WINDOWS LEFT - SIDE ELEVATION RISER & THREAD DETAIL DETAIL OF BEAM TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING SECOND FLOOR FRAMING PLAN SECOND FLOOR SLAB DETAIL DETAIL OF BEAM DETAIL OF ROOF BEAM TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING FOUNDATION PLAN DETAIL OF COLUMN & FOOTING DETAIL OF WALL FOOTING RISER & THREAD DETAIL DETAIL OF BEAM TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING FOUNDATION PLAN DETAIL OF COLUMN & FOOTING DETAIL OF WALL FOOTING RISER & THREAD DETAIL DETAIL OF BEAM TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT PROPOSED TWO - STOREY RESIDENTIAL BUILDING SECOND FLOOR FRAMING PLAN SECOND FLOOR SLAB DETAIL DETAIL OF BEAM DETAIL OF ROOF BEAM TIN DATE: REG. NO. PTR NO. LOCATION : PROJECT TITLE REG. NO. PTR NO. ENGINEER TIN Date SHEET CONTENTS SHEET NO. OWNER ARCHITECT FIRST FLOOR PLAN SECOND FLOOR PLAN \A1;5.00 \A1;16.00 \A1;3.50 \A1;1.00 \A1;2.50 \A1;1.40 \A1;3.00 \A1;2.10 \A1;3.50 \A1;13.50 \A1;3.00 \A1;2.00 \A1;2.50 \A1;2.50 \A1;16.00 \A1;3.00 \A1;5.00 \A1;5.50 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;5.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;0.60 \A1;1.95 \A1;3.00 \A1;5.60 \A1;16.00 \A1;3.00 \A1;13.50 \A1;4.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.50 \A1;1.40 \A1;3.00 \A1;2.10 \A1;3.50 \A1;13.50 \A1;2.00 \A1;2.00 \A1;1.50 \A1;3.45 \A1;4.95 \A1;3.00 \A1;3.65 \A1;4.85 \A1;16.00 \A1;3.65 \A1;13.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.75 \A1;2.10 \A1;3.50 \A1;13.50 \A1;1.20 \A1;2.00 \A1;1.50 \A1;2.50 \A1;6.65 \A1;1.20 \A1;5.50 \A1;2.95 \A1;0.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;5.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;3.00 \A1;5.00 \A1;16.01 \A1;3.50 \A1;13.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;3.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.55 \A1;3.03 \A1;2.00 \A1;3.50 \A1;13.50 \A1;1.50 \A1;2.50 \A1;3.38 \A1;0.50 \A1;5.00 \A1;1.50 \A1;4.00 \A1;3.50 \A1;3.00 \A1;0.75 \A1;0.10 \A1;0.10 \A1;1.10 \A1;0.25 \A1;0.10 \A1;1.20 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.35 \A1;1.20 \A1;0.43 \A1;0.43 \A1;1.15 \A1;0.50 \A1;4.50 \A1;0.87 \A1;0.87 \A1;1.76 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;2.10 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;1.75 \A1;0.35 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;2.10 \A1;0.15 \A1;2.10 \A1;0.61 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;2.10 \A1;0.15 \A1;2.23 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.40 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.20 \A1;0.20 \A1;3.50 \A1;0.87 \A1;0.87 \A1;1.76 \A1;0.20 \A1;3.50 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.20 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.20 \A1;4.10 \A1;5.00 \A1;9.10 \A1;16.00 \A1;2.50 \A1;13.00 \A1;1.00 \A1;13.60 \A1;7.10 \A1;0.50 \A1;1.00 \A1;5.00 \A1;1.60 \A1;0.40 \A1;13.50 \A1;0.95 \A1;1.00 \A1;1.00 \A1;7.60 \A1;3.50 \A1;1.00 \A1;3.55 \A1;0.50 \A1;3.00 \A1;1.00 \A1;3.55 \A1;1.00 \A1;1.50 \A1;6.50 \A1;2.14 \A1;1.45 \A1;1.45 \A1;1.00 \A1;12.50 \A1;0.50 \A1;2.95 \A1;1.00 \A1;11.00 2.10 2.10 2.10 2.10 0.90 0.80 0.80 0.80 0.60 1.50 0.90 0.12 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.30 0.30 0.30 0.30 0.30 1.50 0.90 0.12 0.30 0.30 0.30 0.30 0.30 1.50 0.12 0.30 0.30 0.30 0.30 0.30 1.20 0.12 0.30 0.30 0.30 0.30 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.75 5.55 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 5.40 \A1;2.00 0.60 0.60 0.60 0.60 0.90 0.12 0.30 0.30 0.30 0.90 0.12 0.30 0.30 0.30 1.20 0.60 0.60 0.60 1.50 0.12 0.30 0.30 0.60 1.50 0.30 0.30 \A1;10.40 \A1;4.40 \A1;2.00 \A1;4.00 \A1;2.90 \A1;0.90 \A1;0.90 0.85 \A1;9.80 \A1;3.40 \A1;3.40 \A1;3.00 \A1;3.50 \A1;4.90 \A1;6.90 \A1;5.35 \A1;7.55 \A1;2.90 \A1;1.80 \A1;1.80 \A1;5.35 \A1;4.90 \A1;4.90 \A1;11.50 \A1;0.90 \A1;0.90 \A1;10.70 \A1;0.55 \A1;1.60 \A1;5.35 \A1;5.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 0.30 8.95 4500 3500 L / 4 L1= SPAN L / 4 L1= SPAN L / 4 L / 4 \A1;0.20 \A1;3.50 \A1;3.00 \A1;0.88 \A1;1.75 \A1;0.88 \A1;0.10 \A1;1.10 \A1;0.25 \A1;0.10 \A1;1.20 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.30 \A1;1.20 \A1;0.45 \A1;0.45 \A1;1.90 \A1;3.60 \A1;6.00 \A1;16.00 \A1;3.60 \A1;13.50 \A1;4.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.50 \A1;1.40 \A1;3.00 \A1;2.10 \A1;3.50 \A1;13.50 \A1;2.40 \A1;2.00 \A1;1.50 \A1;2.50 \A1;5.50 \A1;3.00 \A1;0.75 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;5.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;1.00 \A1;2.50 \A1;1.40 \A1;3.00 \A1;2.10 \A1;3.50 \A1;13.50 \A1;5.50 \A1;1.90 \A1;3.60 \A1;6.00 \A1;16.00 \A1;3.60 \A1;13.50 \A1;4.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;2.40 \A1;1.50 \A1;2.50 \A1;13.50 \A1;3.50 \A1;2.95 \A1;3.50 \A1;1.50 \A1;2.05 1.00 1.00 1.00 1.01 1.00 1.00 1.00 0.92 1.00 \A1;3.00 \A1;3.65 \A1;4.85 \A1;16.00 \A1;3.65 \A1;13.50 \A1;4.00 \A1;2.50 \A1;16.00 \A1;5.00 \A1;3.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.75 \A1;2.10 \A1;3.50 \A1;13.50 \A1;1.20 \A1;2.00 \A1;1.50 \A1;2.50 \A1;6.65 \A1;1.20 \A1;5.50 \A1;2.95 \A1;0.50 \A1;1.00 \A1;1.00 \A1;3.00 \A1;1.50 \A1;4.00 \A1;4.85 \A1;1.20 \A1;0.60 \A1;3.00 \A1;1.00 \A1;5.00 \A1;1.50 \A1;5.50 \A1;1.50 \A1;4.00 \A1;3.00 \A1;3.50 \A1;1.50 \A1;13.50 \A1;1.95 \A1;0.60 \A1;5.00 \A1;3.00 \A1;6.65 \A1;2.00 \A1;1.00 \A1;5.00 \A1;1.00 \A1;5.50 \A1;1.20 \A2;1896 1.03 1.03 5 C D 6 5 5 5 5 SECOND FLOOR SLAB DETAIL 5 5 5 5 5 L / 4 L / 4 5 12 MM DIA. BEND & STRAIGHT BARS SPACED AT 0.15 M.O.C. 10 MM DIA. TEMPERATURE BARS SPACED AT 0.30 M.O.C. BOTHWAYS \A1; \A1; \A1; SCALE 1:75meters UP 5 5 5 5 5 5 5 5 GARAGE FOYER GREEN LIVING AREA DINING AREA MASTER'S BD. RM. PATIO SERVICE AREA MAID'S RM. P RM. KITCHEN BAR PORCH 5 5 5 5 5 5 5 5 5 5 GROUND FLOOR PLAN 5 5 5 SCALE : 1:75 M. 5 5 LAUNDRY AREA T&B W.I.C 5 5 5 5 5 5 5 5 5 5 5 open to below 5 5 5 5 5 5 5 5 SECOND FLOOR PLAN 5 5 5 SCALE : 1:75 M. 5 5 5 5 5 BEDROOM 2 STUDY ROOM BEDROOM 1 BEDROOM 3 TERRACE 2"x6" wooden skylight DOWN HALLWAY 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 FOUNDATION PLAN SCALE : 1:75 M. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETAIL OF RCB 5 5 5 5 5 L / 4 L / 4 SCALE RCB 1 L / 4 L / 4 5 L / 8 L / 8 L / 8 L / 8 5 5 5 A' C D 5 DET. OF CB 1 5 5 5 5 5 5 5 5 5 5 5 DETAIL OF ROOF BEAM SCALE RCB 1 4 - 16 mm dia. W/ 10 mm dia. BARS SPACED AT 3- 0.5M,3- 0.10M AND 0.20M REST 5 5 5 DETAIL OF STAIRS AND FOUNDATION 5 5 5 5 5 5 5 5 5 5 5 RISER AND TREAD DETAIL SCALE 1 : 15 M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SCALE 1:75meters 5 5 5 5 5 5 5 5 FIN. FLOOR LINE 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 5 5 5 5 5 5 5 5 5 SECTION DETAIL OF SEPTIC VAULT PLAN MH MH CO CO MH VENT. THRU ROOF FAUCET CLEAN OUT FLOOR DRAIN SHOWER DRAIN SHOWER HEAD LAVATORY WATER CLOSET LEGEND WATER LINE DRAINAGE LINE WATER METER WC LAV SHO SD FD co F VTR WM 5 5 5 LOCATION OF PIPING CAN BE TRANSFERED WHEREVER REQUIRED FOR PROPER EXECUTION ON MAINTAIN THE SLOPE OF 1 % AS MINIMUM OF ALL SANITARY PIPING LAYOUT UNLESS INDICATED, SEPTIC VAULT SPECIFICATION WHEREBY CERTIFY THERE IS NO ARTESIAN WELL CONSTRUCTED WITH A RADIUS OF CERTIFICATION INSTALLATIONS OF ALL DRAINAGE PIPING LAYOUT SHALL BE CONFORM WITH LOCAL ORDINANCES THE SIZE OF WATER SUPPLY TO THE FIXTURES SHALL BE IN ACCORDANCE WITH GENERAL PLUMBING SPECIFICATION BOTH COMPARTMENT SHALL BE PROVIDED WITH MANHOLE & TIGHT COVERS FOR CLEANING REGISTERED MASTER PLUMBER 25 METERS FROM THE PROPOSED SEPTIC VAULT. OTHER TRADES AND CONDITION THAT SUCH THINGS. OTHERWISE ALL FIXTURES SHALL BE VENTED. THE MANUFACTURERS INSTRUCTIONS. OF THE NATIONAL BUILDING CODE GOVERNING THE INSTALLATIONS OF ABOVE MENTIONED. AND NECESSARY REPAIRS. INLET AND OUTLET ARE SUBMERGED SUCH AS AWAY THAT NEITHER SLUDGE AND SCUM MAY DULY DISTURB. INLET AND OUTLET SHALL BE ARRANGE, SO AS TO DELIVER THE SEWAGE TO THE MIDDLE OF THE BOTTOM OF THE DIGESTIVE CHAMBER SHOULD BE SLOPE WITH A MINIMUM OF 10 % SLOPE TOWARDS THE CENTER. NOT LESS THAN 20 mm. HEIGHT OF AIR CHAMBER SHOULD LEFT BETWEEN THE TOP OF THE SEWAGE AND UNDER PART OF THE TANK COVER. THE VAULT SHALL BE VENTED THROUGH THE DIGESTIVE AND LEACHING CHAMBER. 1:30 HT=38 60CL 1:30 HT=77 100CL 1:30 HT=63 80CL 1:30 HT=920 120CL 1:30 HT=122 175CL 1:30 HT=205 290CL 1:30 HT=96 140CL WATER CLOSET HOSE WCH GROUND FLOOR 6 1 8 7 10 11 2 UP 9 4 3 CONVENIENCE OUTLET HOMERUN SAFETY SWITCH 2 - N0. 8 THHN CU WIRE .'. USE 60 AMPERES CKT. BREAKER = 56.95 AMP. X 85 % = 48.41 AMPERES = 13100 / 230 = 56.95 AMP. TOTAL AMPERES X 85% DEMAND FACTOR = AMPERES TOTAL LOAD = TOTAL WATTS / VOLTS = TOTAL AMPERES COMPUTATION CKT.12= 1000 / 230 = 4.34 A CKT.11= 1000 / 230 = 4.34 A CKT.10= 1000 / 230 = 4.34 A CKT.9 = 1400 / 230 = 6.08 A CKT.8 = 1400 / 230 = 6.08 A CKT.7 = 1300 / 230 = 5.65 A CKT.6 = 1200 / 230 = 5.21 A CKT.5 = 600 / 230 = 2.60 A CKT.4 = 900 / 230 = 3.91 A CKT.3 = 800 / 230 = 3.47 A CKT.2 = 1300 / 230 = 5.65 A CKT.1 = 1300 / 230 = 5.65 A SERVICE METER SERVICE ENTRANCE PANEL BOARD 2 - NO. 14 THHN CU WIRE 3.91 900 230 9 LIGHTING OUTLET 4 SPARE REFREGIRATOR RANGE CONVENIENCE OUTLET CONVENIENCE OUTLET CONVENIENCE OUTLET CONVENIENCE OUTLET LIGHTING OUTLET TOTAL 12 11 10 9 8 7 6 5 78 230 230 230 230 230 230 1 1 1 7 7 6 230 230 6 6 230 2 - NO. 8 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - NO. 14 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 56.95 13100 1000 4.34 4.34 1000 4.34 6.08 6.08 1400 1400 1000 5.21 5.21 1200 1200 600 2.60 VOLTS SCHEDULE OF LOADS RISER DIAGRAM CKT.11 CKT.9 CKT.7 CKT.5 CKT.3 CKT.1 LIGHTING OUTLET LIGHTING OUTLET LIGHTING OUTLET DESCRIPTION 3 2 1 CKT 230 8 230 13 230 13 NO 2 - NO. 14 THHN CU WIRE 2 - NO. 14 THHN CU WIRE 2 - NO. 14 THHN CU WIRE SIZE OF WIRE 3.47 800 1300 5.65 5.65 1300 AMP WATT SPARE REF. RANGE C.O C.O C.O C.O L.O L.O L.O L.O L.O BARE WIRE TO GROUND CKT.12 CKT.10 CKT. 8 CKT. 6 CKT.4 CKT. 2 M LIGHTING OUTLET HOMERUN SWITCH WALL LAMP CONVENIENCE OUTLET FLUORESCENT BULB PINLIGHT LEGEND SERVICE ENTRANCE 60 AMP. CKT BREAKER M SCALE 1:100 meters ELECTRICAL LAYOUT PLAN SECOND FLOOR SCALE 1:100 meters ELECTRICAL LAYOUT PLAN 04. ALL ELECTRICAL INSTALLATION SHALL BE UNDERTAKEN BY A DULY LICENSED MASTER 02. ALL WORKS SHALL CONFIRM WITH THE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT, 07. WHENEVER NECESSARY, PULL BOXES AND JUNCTION BOXES SHALL BE INSTALLED 06. OUTLETS SHALL BE INSTALLED OF THE FOLLOWING HEIGHT: 05. ALL WIRINGS SHALL BE INSTALLED INSTALLED INSIDE A RIGID PIPE. 03. ALL ELECTRICAL MATERIAL SHALL BE NEW AND BEST QUALITY APPROVED BY 01. ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE PROVISION OF GENERAL NOTES ANY CONVENIENT LOCATION ALTHOUGH NOT SHOWN IN PLAN. B. SAFETY SWITCH AT 1.50 m. ABOVE THE FLOOR. A. CONVENIENCE OUTLET AT 0.30 m. ABOVE THE FLOOR. ELECTRICIAN AND SUPERVISED BY AN ELECTRICAL ENGINEER. LOCAL PUBLIC UTILITY AND DEPARTMENT OF LABOR. THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE AND LOCAL REGULATION. THE FIRE UNDERWRITER AND LABORATORY. 2 - N0. 8 THHN CU WIRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LIGHTING & CONVENIENCE LAYOUT PLAN 5 5 5 SCALE : 1:75 M. 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 2"x6" wooden skylight 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 04. ALL ELECTRICAL INSTALLATION SHALL BE UNDERTAKEN BY A DULY LICENSED MASTER 02. ALL WORKS SHALL CONFIRM WITH THE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT, 07. WHENEVER NECESSARY, PULL BOXES AND JUNCTION BOXES SHALL BE INSTALLED 06. OUTLETS SHALL BE INSTALLED OF THE FOLLOWING HEIGHT: 05. ALL WIRINGS SHALL BE INSTALLED INSTALLED INSIDE A RIGID PIPE. 03. ALL ELECTRICAL MATERIAL SHALL BE NEW AND BEST QUALITY APPROVED BY 01. ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE PROVISION OF GENERAL NOTES ANY CONVENIENT LOCATION ALTHOUGH NOT SHOWN IN PLAN. B. SAFETY SWITCH AT 1.50 m. ABOVE THE FLOOR. A. CONVENIENCE OUTLET AT 0.30 m. ABOVE THE FLOOR. ELECTRICIAN AND SUPERVISED BY AN ELECTRICAL ENGINEER. LOCAL PUBLIC UTILITY AND DEPARTMENT OF LABOR. THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE AND LOCAL REGULATION. THE FIRE UNDERWRITER AND LABORATORY. 5 5 5 5 5 5 5 5 5 5 5 open to below 5 5 5 5 5 5 5 5 SECOND FLOOR FRAMING PLAN 5 5 5 SCALE : 1:75 M. 5 5 5 5 5 2"x6" wooden skylight 5 5 5 5 5 5 RB RB RB RB RB CB CB RB RB RB RB RB RB CB CB CB CB RB RB RB RB RB RB RB RB RB RB CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL STAIR WELL SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 A B C D 4 3 2 1a 1 4 3 2 1a 1 A C D B A B C D 4 3 2 1a 1 4 3 2 1a 1 A C D B TEMPERATURE BARS SPACED AT 0.30 M BOTHWAYS 5 5 STAIR WELL 5 5 10 MM DIA. TEMPERATURE BARS 12 MM DIA. BEND & STRAIGHT BARS 10 MM DIA. CUT BARS SPACED AT 0.15 M.O.C. SECOND FLOOR SLAB DETAIL SEE SECOND FLOOR SLAB DETAIL COMPACTED EARTHFILL 100mm thk. GRAVEL BED NATURAL GROUND LINE EXISTING EARTHFILL FLOOR FINISH LINE 4"thk. CHB w/ 10mmø VERTICAL & HORIZONTAL BARS spaced @ 0.60m.o.c. 100mm thk. CONCRETE SLAB 100mm thk. CRUSHED GRAVEL BED 10 mmø REINF. @ 300 mm.o.c. 5 5 5 5 5 VAR. 5 5 5 VAR. 5 5 FINISH FLOOR LINE EXISTING EARTHFILL EARTH BACKFILL 100 mm. THK COMPACTED GRAVEL BED NATURAL GROUND LINE REST AT 200 mm.o.c TIES SPCD. AT 3-50 mm,3-100 mm,3-150 mm. 4-16 mm ø VERTICAL BARS W/ 10 mm ø 100 mm. THK COMPACTED GRAVEL BED 5 5 5 5 5 5 5 5 4-16 mm ø VERTICAL BARS W/ 10 mmø SPCD. @ 5-0.05,3-0.10,0.20m.o.c REST PLAN OF COLUMN FOOTING ( CF ) BARS SPACED @ 0.16m.o.c BOTHWAYS SCALE: 1:20M 8 - 16 mm ø TEMPERATURE SECTION OF C1-F1 SCALE 1:20M DETAIL OF COLUMN FOOTING SCALE : 1:20 M. 1:20 HT=25 60CL 1:20 HT=50 100CL 1:20 HT=42 80CL 1:20 HT=60 120CL 1:20 HT=81 175CL 1:20 HT=135 290CL 1:20 HT=62 140CL DETAIL OF WALL FOOTING SCALE : 1:20 M. 5 RISER AND TREAD DETAIL 5 5 WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF 5 5 5 L/4 L/4 2 - NO. 14 THHN CU WIRE 3.48 800 8 LIGHTING OUTLET 4 SPARE ACU REFREGIRATOR RANGE CONVENIENCE OUTLET CONVENIENCE OUTLET CONVENIENCE OUTLET TOTAL 12 11 10 9 8 7 6 5 62 1 1 1 1 5 5 5 4 2 - NO. 8 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 10 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - NO. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 50.37 11600 1000 4.34 4.34 1000 4.34 4.34 4.34 1000 1000 1000 4.34 4.34 1000 1000 800 3.48 VOLTS SCHEDULE OF LOADS LIGHTING OUTLET LIGHTING OUTLET LIGHTING OUTLET DESCRIPTION 3 2 1 CKT 11 10 230 NO 2 - NO. 14 THHN CU WIRE 2 - NO. 14 THHN CU WIRE 2 - NO. 14 THHN CU WIRE SIZE OF WIRE 4.78 1100 1000 4.34 AMP WATT 1 9 10 6 2 5 3 7 4 8 CONVENIENCE OUTLET 3.91 900 9 230 230 230 230 230 230 230 230 230 230 230 230 RISER DIAGRAM CKT.11 CKT.9 CKT.7 CKT.5 CKT.3 CKT.1 SPARE ACU REF. RANGE C.O C.O C.O C.O L.O L.O L.O L.O BARE WIRE TO GROUND CKT.12 CKT.10 CKT. 8 CKT. 6 CKT.4 CKT. 2 SERVICE ENTRANCE 60 AMP. CKT BREAKER M 2 - N0. 8 THHN CU WIRE CONVENIENCE OUTLET HOMERUN SAFETY SWITCH SERVICE METER SERVICE ENTRANCE M LIGHTING OUTLET HOMERUN SWITCH WALL LAMP CONVENIENCE OUTLET FLUORESCENT BULB PINLIGHT LEGEND ( FIRST FLOOR PLAN ) LIGHTING & CONVENIENCE LAYOUT PLAN SCALE : 1:75 M. ( SECOND FLOOR PLAN ) 2 - N0. 8 THHN CU WIRE .'. USE 60 AMPERES CKT. BREAKER = 50.37 AMP. X 85 % = 42.8145 AMPERES = 13100 / 230 = 56.95 AMP. TOTAL AMPERES X 85% DEMAND FACTOR = AMPERES TOTAL LOAD = TOTAL WATTS / VOLTS = TOTAL AMPERES COMPUTATION CKT.12= 1000 / 230 = 4.34 A CKT.11= 1000 / 230 = 4.34 A CKT.10= 1000 / 230 = 4.34 A CKT.9 = 1000 / 230 = 4.34 A CKT.8 = 1000 / 230 = 4.34 A CKT.7 = 1000 / 230 = 4.34 A CKT.6 = 1000 / 230 =4.34 A CKT.5 = 800 / 230 = 3.48 A CKT.4 = 800 / 230 = 3.48 A CKT.3 = 1100 / 230 =4.38 A CKT.2 = 1000 / 230 = 4.34 A CKT.1 = 900 / 230 = 3.91 A PANEL BOARD DETAIL OF TIE BEAM SCALE : 1:20 M. GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE FRONT ELEVATION 5 5 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE 5 5 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1" DIA.STAINLESS TUBE ALUMINUM ANALOC SLIDING GLASS 20 X 20 FIXED GLASS STONE AGE CLADDING LONG SPAN ROOF TILE ALUMINUM ANALOC AWNING TYPE WINDOW GLASS 5 SCALE : 1:75 M LEFT - SIDE ELEVATION SCALE : 1:75 M REAR ELEVATION SCALE : 1:75 M RIGHT SIDE ELEVATION SCALE : 1:75 M 5 5 LONG SPAN ROOF TILE ALUMINUM ANALOC AWNING TYPE WINDOW GLASS ALUMINUM ANALOC SLIDING GLASS STONE AGE CLADDING 5 1" DIA.STAINLESS TUBE ALUMINUM ANALOC SLIDING GLASS LONG SPAN ROOF TILE PLAIN CEMENT FINISHED W/ PAINT ALUMINUM ANALOC SLIDING GLASS LONG SPAN ROOF TILE PLAIN CEMENT FINISHED W/ PAINT SPANISH GUTTER GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE SECTION THRU " AA " 5 5 5 5 5 SCALE : 1:75 M LIVING AREA DINING AREA T & B STORAGE BEDROOM 3 HALLWAY STUDY RM. SERVICE 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE 5 5 5 5 SECTION THRU " BB " SCALE : 1:75 M BEDROOM 1 MASTER'S BEDROOM DINING AREA LIVING AREA 4 3 2 1a 1 4 3 2 1a 1 1:20 HT=25 60CL 1:20 HT=50 100CL 1:20 HT=42 80CL 1:20 HT=60 120CL 1:20 HT=81 175CL 1:20 HT=135 290CL 1:20 HT=62 140CL L/4 L/4 SCALE : 1: 20 M 5 5 5 5 5 5 5 5 5 5 L/4 L/4 DETAIL OF TIE BEAM SCALE : 1:20 M 5 5 5 5 5 DETAIL OF BEAM SCALE : 1:20 M 5 5 5 L/4 L/4 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 6 - 12 MM DIA W/ 10 MM DIA TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST 6 - 16 MM DIA. W/ 10 MM DIA.TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST AT MIDSPAN AT SUPPORT 5 5 5 5 5 5 5 DETAIL OF ROOF BEAM SCALE : 1:20 M 5 5 5 L/4 L/4 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 6 - 12 MM DIA. W/ 10 MM DIA.TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST AT MIDSPAN AT SUPPORT 5 5 5 5 ROOF FRAMING PLAN SCALE : 1:75 M. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF PLAN 5 5 SCALE : 1:75 M 5 5 5 2"x6" wooden skylight 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROPERTY LINE ROOF LINE BUILDING LINE D 4 D 4 D 4 D 3 D 1 D 3 D 3 D 2 D 3 D 3 D 3 D 3 D 3 D 3 D 4 D 4 LOCATION : DESCRIPTION : NO. OF SETS : \W7.33333; ENTRANCE ( SOLID ) \W7.33333; PANEL DOOR w/ 2" X 6" DOOR JAMB \W7.42857; \W7.35714; ONE SET ( 2 ) \W9.33333; DINING AREA \W9.33333; FULL GLASS FRENCH TYPE SLIDING DOOR \W9.42857; w/ TRANSOM \W9.35714; ONE SET ( 1 ) \W6.17857; BEDROOMS, KITCHEN & TERRACE \W6.20238; SOLID DOOR \W6.27381; \W6.17857; EIGHT SETS ( 8 ) \W8.59524; T & B \W8.45238; PVC DOOR W/ AWNING \W8.64286; \W8.45238; FIVE SETS ( 5 ) 5 5 5 5 5 5 5 5 5 SCALE : 1: 30 MTS. SCHEDULE OF DOORS GROUND FLOOR FFL.=EL+400 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 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 5 5 5 5 5 5 5 5 LOCATION : DESCRIPTION : NO. OF SETS : \W8.30952; \W8.30952; \W8.11905; LIVING AREA \W8.26190; AWNING TYPE WINDOW \W8.26190; TWO SETS ( 2 ) \W8.30952; \W8.30952; \W8.16667; STAIR \W8.26190; AWNING TYPE WINDOW \W8.16667; ONE SET ( 1 ) \W5.98810; \W5.89286; MASTER'S BD.RM, BEDROOM 1 \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.96429; TWO SETS ( 2 ) GROUND FLOOR FFL.=EL+400 \W5.98810; \W5.89286; MASTER'S BD.RM \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.89286; MAID'S ROOM \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.89286; BEDROOM 1 & 2 \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.96429; TWO SETS ( 2 ) \W6.21429; BEDROOM 2 & 3 , STUDY ROOM \W6.23810; STEEL CASEMENT TYPE WINDOW \W6.28571; THREE SETS ( 3 ) \W5.98810; \W5.89286; KITCHEN \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.89286; MASTER'S BD.RM \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.96429; T & B \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.96429; TWO SETS ( 2 ) SCALE : 1: 30 MTS. SCHEDULE OF WINDOWS HT - 3 HT - 1 HT - 4 HT -2 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 SEE DETAIL OF GUTTER HT - 1 HT - 3 HT - 2 HT - 4 DETAIL OF TRUSS SCALE : 1:30 M DETAIL OF GUTTER SCALE : 1:20 M HALF-TRUSS DIAGRAM SCALE : 1:40 M 1:30 HT=38 60CL 1:30 HT=77 100CL 1:30 HT=63 80CL 1:30 HT=920 120CL 1:30 HT=122 175CL 1:30 HT=205 290CL 1:30 HT=96 140CL 5 G.A 26 G.I. RIDGE ROLL CAP LONG SPAN ROOF TILE 2 X 2 X 1/4"THK. ANGLE BAR 2" X 3" C - PURLINS 1:40 HT=50 60CL 1:40 HT=100 100CL 1:40 HT=80 80CL 1:40 HT=120 120CL 1:40 HT=161 175CL 1:40 HT=270 290CL 1:40 HT=125 140CL 5 <> C B 5 4 L / 4 L1= SPAN L / 4 L1= SPAN L / 4 L / 4 TWO - WAY SLAB DETAIL ( S-2 ) SCALE 50 METERS 10 MM DIA. TEMPERATURE BARS SPACED AT 0.30 M.O.C. BOTHWAYS 12 MM DIA. BEND & STRAIGHT BARS SPACED AT 0.15 M.O.C. 10 MM DIA. CUT BARS SPACED AT 0.15 M.O.C. 3" DIA. PVC PIPE STRAINER SPANISH GUTTER 5 1" 1" 1" 1" 5 5 10 MM DIA. TEMPERATURE BARS SPACED AT 0.30 M.O.C. BOTHWAYS 12 MM DIA. BEND & STRAIGHT BARS SPACED AT 0.15 M.O.C. 10 MM DIA. CUT BARS SPACED AT 0.15 M.O.C. SECOND FLOOR SLAB DETAIL SCALE : 1: 20 M 5 5 5 5 5 5 VAR. 5 5 FINISH FLOOR LINE EXISTING EARTHFILL EARTH BACKFILL 100 mm. THK COMPACTED GRAVEL BED NATURAL GROUND LINE REST AT 200 mm.o.c TIES SPCD. AT 3-50 mm,3-100 mm,3-150 mm. 4-16 mm ø VERTICAL BARS W/ 10 mm ø 100 mm. THK COMPACTED GRAVEL BED 5 5 5 5 5 5 5 5 4-16 mm ø VERTICAL BARS W/ 10 mmø SPCD. @ 5-0.05,3-0.10,0.20m.o.c REST PLAN OF COLUMN FOOTING ( CF ) BARS SPACED @ 0.16m.o.c BOTHWAYS SCALE: 1:20M 8 - 16 mm ø TEMPERATURE SECTION OF C1-F1 SCALE 1:20M DETAIL OF COLUMN FOOTING SCALE : 1:20 M. 2" X 3" C - PURLINS SPACED @ 0.60 M. O.C TRUSS TRUSS HT - 1 HT - 3 HT - 3 HT - 3 HT - 4 SCALE : 1:20 M 6 - 12 MM DIA W/ 10 MM DIA TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST SPACED AT 0.30 M.O.C. BOTHWAYS SPACED AT 0.15 M.O.C. 1:100 HT=125 60CL 1:100 HT=250 100CL 1:100 HT=200 80CL 1:100 HT=300 120CL 1:100 HT=400 175CL 1:100 HT=700 290CL 1:100 HT=312.5 140CL 1:75 HT=95 60CL 1:75 HT=190 100CL 1:75 HT=155 80CL 1:75 HT=230 120CL 1:75 HT=305 175CL 1:75 HT=515 290CL 1:75 HT=240 140CL 1:50 HT=63.5 60CL 1:50 HT=126 100CL 1:50 HT=100 80CL 1:50 HT=150 120CL 1:50 HT=200 175CL 1:50 HT=340 290CL 1:50 HT=158 140CL 1:40 HT=50 60CL 1:40 HT=100 100CL 1:40 HT=80 80CL 1:40 HT=120 120CL 1:40 HT=161 175CL 1:40 HT=270 290CL 1:40 HT=125 140CL 1:30 HT=38 60CL 1:30 HT=77 100CL 1:30 HT=63 80CL 1:30 HT=920 120CL 1:30 HT=122 175CL 1:30 HT=205 290CL 1:30 HT=96 140CL 1:20 HT=25 60CL 1:20 HT=50 100CL 1:20 HT=42 80CL 1:20 HT=60 120CL 1:20 HT=81 175CL 1:20 HT=135 290CL 1:20 HT=62 140CL 1:10 HT=13 60CL 1:10 HT=26 100CL 1:10 HT=20 80CL 1:10 HT=30 120CL 1:10 HT=41 175CL 1:10 HT=68 290CL 1:10 HT=32 140CL 1:25 HT=32 60CL 1:25 HT=63 100CL 1:25 HT=50 80CL 1:25 HT=78 120CL 1:25 HT=102 175CL 1:25 HT=170 290CL 1:25 HT=80 140CL 1:15 HT=19 60CL 1:15 HT=38 100CL 1:15 HT=30 80CL 1:15 HT=46 120CL 1:15 HT=60 175CL 1:15 HT=101 290CL 1:15 HT=47 140CL 1:150 HT=190 60CL 1:150 HT=380 100CL 1:150 HT=300 80CL 1:150 HT=460 120CL 1:150 HT=600 175CL 1:150 HT=1010 290CL 1:150 HT=470 140CL 1:10 HT=13 60CL 1:10 HT=26 100CL 1:10 HT=20 80CL 1:10 HT=30 120CL 1:10 HT=41 175CL 1:10 HT=68 290CL 1:10 HT=32 140CL PROPOSED INTERIOR RENOVATION OF A RESIDENCE SEN. ENAGE STREET, TACLOBAN CITY LOCATION PROJECT TITLE 1:200 HT= 250 60CL 1:200 HT=400 80CL 1:200 HT=500 100CL 1:200 HT=600 120CL 1:200 HT=625 140CL 1:200 HT=800 175CL 1:200 HT=1400 290CL SECOND FLOOR PLAN SCALE 1:100 METERS GRACE MARIE LAUZON - GARCES ARCHITECT UAP 45 E INDEPENDENCIA ST., TACLOBAN CITY TEL.# : (053) 325 - 6612 1:150 HT=190 60CL 1:150 HT=380 100CL 1:150 HT=300 80CL 1:150 HT=460 120CL 1:150 HT=600 175CL 1:150 HT=1010 290CL 1:150 HT=470 140CL 1:100 HT=125 60CL 1:100 HT=250 100CL 1:100 HT=200 80CL 1:100 HT=300 120CL 1:100 HT=400 175CL 1:100 HT=700 290CL 1:100 HT=312.5 140CL PROPOSED INTERIOR RENOVATION OF A RESIDENCE SEN. ENAGE STREET, TACLOBAN CITY 1:150 HT=190 60CL 1:150 HT=380 100CL 1:150 HT=300 80CL 1:150 HT=460 120CL 1:150 HT=600 175CL 1:150 HT=1010 290CL 1:150 HT=470 140CL 1:200 HT= 250 60CL 1:200 HT=400 80CL 1:200 HT=500 100CL 1:200 HT=600 120CL 1:200 HT=625 140CL 1:200 HT=800 175CL 1:200 HT=1400 290CL ROOF FRAMING PLAN SCALE : 1:75 M UP 5 5 5 5 5 5 5 GARAGE FOYER GREEN LIVING AREA DINING AREA MASTER'S BD. RM. PATIO SERVICE AREA MAID'S RM. P RM. KITCHEN BAR PORCH 5 5 5 5 5 5 5 5 5 5 GROUND FLOOR PLAN 5 5 5 SCALE : 1:100 M. 5 5 LAUNDRY AREA T&B W.I.C open to below SECOND FLOOR PLAN SCALE : 1:100 M. BEDROOM 2 FAMILY AREA BEDROOM 1 BEDROOM 3 TERRACE 2"x6" wooden skylight DOWN HALLWAY 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FOUNDATION PLAN SCALE : 1:100 M. 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 LIGHTING & CONVENIENCE LAYOUT PLAN 5 5 5 SCALE : 1:100 M. 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 2"x6" wooden skylight 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 04. ALL ELECTRICAL INSTALLATION SHALL BE UNDERTAKEN BY A DULY LICENSED MASTER 02. ALL WORKS SHALL CONFIRM WITH THE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT, 07. WHENEVER NECESSARY, PULL BOXES AND JUNCTION BOXES SHALL BE INSTALLED 06. OUTLETS SHALL BE INSTALLED OF THE FOLLOWING HEIGHT: 05. ALL WIRINGS SHALL BE INSTALLED INSTALLED INSIDE A RIGID PIPE. 03. ALL ELECTRICAL MATERIAL SHALL BE NEW AND BEST QUALITY APPROVED BY 01. ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE PROVISION OF GENERAL NOTES ANY CONVENIENT LOCATION ALTHOUGH NOT SHOWN IN PLAN. B. SAFETY SWITCH AT 1.50 m. ABOVE THE FLOOR. A. CONVENIENCE OUTLET AT 0.30 m. ABOVE THE FLOOR. ELECTRICIAN AND SUPERVISED BY AN ELECTRICAL ENGINEER. LOCAL PUBLIC UTILITY AND DEPARTMENT OF LABOR. THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE AND LOCAL REGULATION. THE FIRE UNDERWRITER AND LABORATORY. 5 5 5 5 5 5 5 5 5 open to below 5 5 5 5 5 5 5 5 SECOND FLOOR FRAMING PLAN 5 SCALE : 1:100 M. 5 5 2"x6" wooden skylight 5 5 5 5 RB RB RB RB RB CB CB RB RB RB RB RB RB CB CB CB CB RB RB RB RB RB RB RB RB RB RB CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL STAIR WELL SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL SLAB ON FILL S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 A B C D 4 3 2 1a 1 4 3 2 1a 1 A C D B A B C D 4 3 2 1a 1 4 3 2 1a 1 A C D B TEMPERATURE BARS SPACED AT 0.30 M BOTHWAYS 5 5 STAIR WELL 5 5 10 MM DIA. TEMPERATURE BARS 12 MM DIA. BEND & STRAIGHT BARS 10 MM DIA. CUT BARS SPACED AT 0.15 M.O.C. SECOND FLOOR SLAB DETAIL SEE SECOND FLOOR SLAB DETAIL COMPACTED EARTHFILL 100mm thk. GRAVEL BED NATURAL GROUND LINE EXISTING EARTHFILL FLOOR FINISH LINE 4"thk. CHB w/ 10mmø VERTICAL & HORIZONTAL BARS spaced @ 0.60m.o.c. 100mm thk. CONCRETE SLAB 100mm thk. CRUSHED GRAVEL BED 10 mmø REINF. @ 300 mm.o.c. 5 5 5 5 5 VAR. 5 5 5 VAR. 5 5 FINISH FLOOR LINE EXISTING EARTHFILL EARTH BACKFILL 100 mm. THK COMPACTED GRAVEL BED NATURAL GROUND LINE REST AT 200 mm.o.c TIES SPCD. AT 3-50 mm,3-100 mm,3-150 mm. 4-16 mm ø VERTICAL BARS W/ 10 mm ø 100 mm. THK COMPACTED GRAVEL BED 5 5 5 5 5 5 5 5 4-16 mm ø VERTICAL BARS W/ 10 mmø SPCD. @ 5-0.05,3-0.10,0.20m.o.c REST PLAN OF COLUMN FOOTING ( CF ) BARS SPACED @ 0.16m.o.c BOTHWAYS SCALE: 1:20M 8 - 16 mm ø TEMPERATURE SECTION OF C1-F1 SCALE 1:20M DETAIL OF COLUMN FOOTING SCALE : 1:20 M. 1:20 HT=25 60CL 1:20 HT=50 100CL 1:20 HT=42 80CL 1:20 HT=60 120CL 1:20 HT=81 175CL 1:20 HT=135 290CL 1:20 HT=62 140CL DETAIL OF WALL FOOTING SCALE : 1:20 M. 5 RISER AND TREAD DETAIL 5 5 WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF 5 5 5 L/4 L/4 2 - NO. 14 THHN CU WIRE 3.48 800 8 LIGHTING OUTLET 4 SPARE ACU REFREGIRATOR RANGE CONVENIENCE OUTLET CONVENIENCE OUTLET CONVENIENCE OUTLET TOTAL 12 11 10 9 8 7 6 5 62 1 1 1 1 5 5 5 4 2 - NO. 8 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 10 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 2 - NO. 12 THHN CU WIRE 2 - N0. 12 THHN CU WIRE 50.37 11600 1000 4.34 4.34 1000 4.34 4.34 4.34 1000 1000 1000 4.34 4.34 1000 1000 800 3.48 VOLTS SCHEDULE OF LOADS LIGHTING OUTLET LIGHTING OUTLET LIGHTING OUTLET DESCRIPTION 3 2 1 CKT 11 10 230 NO 2 - NO. 14 THHN CU WIRE 2 - NO. 14 THHN CU WIRE 2 - NO. 14 THHN CU WIRE SIZE OF WIRE 4.78 1100 1000 4.34 AMP WATT 1 9 10 6 2 5 3 7 4 8 CONVENIENCE OUTLET 3.91 900 9 230 230 230 230 230 230 230 230 230 230 230 230 RISER DIAGRAM CKT.11 CKT.9 CKT.7 CKT.5 CKT.3 CKT.1 SPARE ACU REF. RANGE C.O C.O C.O C.O L.O L.O L.O L.O BARE WIRE TO GROUND CKT.12 CKT.10 CKT. 8 CKT. 6 CKT.4 CKT. 2 SERVICE ENTRANCE 60 AMP. CKT BREAKER M 2 - N0. 8 THHN CU WIRE CONVENIENCE OUTLET HOMERUN SAFETY SWITCH SERVICE METER SERVICE ENTRANCE M LIGHTING OUTLET HOMERUN SWITCH WALL LAMP CONVENIENCE OUTLET FLUORESCENT BULB PINLIGHT LEGEND ( FIRST FLOOR PLAN ) LIGHTING & CONVENIENCE LAYOUT PLAN SCALE : 1:100M. ( SECOND FLOOR PLAN ) 2 - N0. 8 THHN CU WIRE .'. USE 60 AMPERES CKT. BREAKER = 50.37 AMP. X 85 % = 42.8145 AMPERES = 13100 / 230 = 56.95 AMP. TOTAL AMPERES X 85% DEMAND FACTOR = AMPERES TOTAL LOAD = TOTAL WATTS / VOLTS = TOTAL AMPERES COMPUTATION CKT.12= 1000 / 230 = 4.34 A CKT.11= 1000 / 230 = 4.34 A CKT.10= 1000 / 230 = 4.34 A CKT.9 = 1000 / 230 = 4.34 A CKT.8 = 1000 / 230 = 4.34 A CKT.7 = 1000 / 230 = 4.34 A CKT.6 = 1000 / 230 =4.34 A CKT.5 = 800 / 230 = 3.48 A CKT.4 = 800 / 230 = 3.48 A CKT.3 = 1100 / 230 =4.38 A CKT.2 = 1000 / 230 = 4.34 A CKT.1 = 900 / 230 = 3.91 A PANEL BOARD DETAIL OF TIE BEAM SCALE : 1:20 M. GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE FRONT ELEVATION 5 5 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE 5 5 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1" DIA.STAINLESS TUBE ALUMINUM ANALOC SLIDING GLASS 20 X 20 FIXED GLASS STONE AGE CLADDING LONG SPAN ROOF TILE ALUMINUM ANALOC AWNING TYPE WINDOW GLASS 5 SCALE : 1:100 M LEFT - SIDE ELEVATION SCALE : 1:100 M REAR ELEVATION SCALE : 1:100 M RIGHT SIDE ELEVATION SCALE : 1:100 M 5 5 LONG SPAN ROOF TILE ALUMINUM ANALOC AWNING TYPE WINDOW GLASS ALUMINUM ANALOC SLIDING GLASS STONE AGE CLADDING 5 1" DIA.STAINLESS TUBE ALUMINUM ANALOC SLIDING GLASS LONG SPAN ROOF TILE PLAIN CEMENT FINISHED W/ PAINT ALUMINUM ANALOC SLIDING GLASS LONG SPAN ROOF TILE PLAIN CEMENT FINISHED W/ PAINT SPANISH GUTTER GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE SECTION THRU " AA " 5 5 5 5 5 SCALE : 1:100 M LIVING AREA DINING AREA T & B STORAGE BEDROOM 3 HALLWAY STUDY RM. SERVICE 5 5 GROUND FLOOR LINE NATURAL GROUND LINE SECOND FLOOR LINE APEX OF ROOF SECOND FLOOR CEILING LINE 5 5 5 5 SECTION THRU " BB " SCALE : 1:100 M BEDROOM 1 MASTER'S BEDROOM DINING AREA LIVING AREA 4 3 2 1a 1 4 3 2 1a 1 1:20 HT=25 60CL 1:20 HT=50 100CL 1:20 HT=42 80CL 1:20 HT=60 120CL 1:20 HT=81 175CL 1:20 HT=135 290CL 1:20 HT=62 140CL L/4 L/4 SCALE : 1: 20 M 5 5 5 5 5 5 5 5 5 5 L/4 L/4 DETAIL OF TIE BEAM SCALE : 1:20 M 5 5 5 5 5 DETAIL OF BEAM SCALE : 1:20 M 5 5 5 L/4 L/4 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 6 - 12 MM DIA W/ 10 MM DIA TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST 6 - 16 MM DIA. W/ 10 MM DIA.TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST AT MIDSPAN AT SUPPORT 5 5 5 5 5 5 5 DETAIL OF ROOF BEAM SCALE : 1:20 M 5 5 5 L/4 L/4 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 2 - 16 MM DIA. 6 - 12 MM DIA. W/ 10 MM DIA.TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST AT MIDSPAN AT SUPPORT 5 5 5 5 ROOF FRAMING PLAN SCALE : 1:75 M. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF PLAN 5 5 SCALE : 1:100 M 5 5 5 2"x6" wooden skylight 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROPERTY LINE ROOF LINE BUILDING LINE D 4 D 4 D 4 D 3 D 1 D 3 D 3 D 2 D 3 D 3 D 3 D 3 D 3 D 4 D 4 LOCATION : DESCRIPTION : NO. OF SETS : \W7.33333; ENTRANCE ( SOLID ) \W7.33333; PANEL DOOR w/ 2" X 6" DOOR JAMB \W7.42857; \W7.35714; ONE SET ( 2 ) \W9.33333; DINING AREA \W9.33333; FULL GLASS FRENCH TYPE SLIDING DOOR \W9.42857; w/ TRANSOM \W9.35714; ONE SET ( 1 ) \W6.17857; BEDROOMS, KITCHEN & TERRACE \W6.20238; SOLID DOOR \W6.27381; \W6.17857; EIGHT SETS ( 8 ) \W8.59524; T & B \W8.45238; PVC DOOR W/ AWNING \W8.64286; \W8.45238; FIVE SETS ( 5 ) 5 5 5 5 5 5 5 5 5 SCALE : 1: 30 MTS. SCHEDULE OF DOORS GROUND FLOOR FFL.=EL+400 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 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 5 5 5 5 5 5 5 5 LOCATION : DESCRIPTION : NO. OF SETS : \W8.30952; \W8.30952; \W8.11905; LIVING AREA \W8.26190; AWNING TYPE WINDOW \W8.26190; TWO SETS ( 2 ) \W8.30952; \W8.30952; \W8.16667; STAIR \W8.26190; AWNING TYPE WINDOW \W8.16667; ONE SET ( 1 ) \W5.98810; \W5.89286; MASTER'S BD.RM, BEDROOM 1 \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.96429; TWO SETS ( 2 ) GROUND FLOOR FFL.=EL+400 \W5.98810; \W5.89286; MASTER'S BD.RM \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.89286; MAID'S ROOM \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.89286; BEDROOM 1 & 2 \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.96429; TWO SETS ( 2 ) \W6.21429; BEDROOM 2 & 3 , STUDY ROOM \W6.23810; STEEL CASEMENT TYPE WINDOW \W6.28571; THREE SETS ( 3 ) \W5.98810; \W5.89286; KITCHEN \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.89286; MASTER'S BD.RM \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.91667; ONE SET ( 1 ) \W5.98810; \W5.96429; T & B \W5.91667; STEEL CASEMENT TYPE WINDOW \W5.96429; TWO SETS ( 2 ) SCALE : 1: 30 MTS. SCHEDULE OF WINDOWS HT - 3 HT - 1 HT - 4 HT -2 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 SEE DETAIL OF GUTTER HT - 1 HT - 3 HT - 2 HT - 4 DETAIL OF TRUSS DETAIL OF GUTTER SCALE : 1:20 M HALF-TRUSS DIAGRAM SCALE : 1:40 M 1:30 HT=38 60CL 1:30 HT=77 100CL 1:30 HT=63 80CL 1:30 HT=920 120CL 1:30 HT=122 175CL 1:30 HT=205 290CL 1:30 HT=96 140CL 5 G.A 26 G.I. RIDGE ROLL CAP LONG SPAN ROOF TILE 2 X 2 X 1/4"THK. ANGLE BAR 2" X 3" C - PURLINS 1:40 HT=50 60CL 1:40 HT=100 100CL 1:40 HT=80 80CL 1:40 HT=120 120CL 1:40 HT=161 175CL 1:40 HT=270 290CL 1:40 HT=125 140CL 5 <> C B 5 4 L / 4 L1= SPAN L / 4 L1= SPAN L / 4 L / 4 TWO - WAY SLAB DETAIL ( S-2 ) SCALE 50 METERS 10 MM DIA. TEMPERATURE BARS SPACED AT 0.30 M.O.C. BOTHWAYS 12 MM DIA. BEND & STRAIGHT BARS SPACED AT 0.15 M.O.C. 10 MM DIA. CUT BARS SPACED AT 0.15 M.O.C. 3" DIA. PVC PIPE STRAINER SPANISH GUTTER 5 1" 1" 1" 1" 5 5 10 MM DIA. TEMPERATURE BARS SPACED AT 0.30 M.O.C. BOTHWAYS 12 MM DIA. BEND & STRAIGHT BARS SPACED AT 0.15 M.O.C. 10 MM DIA. CUT BARS SPACED AT 0.15 M.O.C. SECOND FLOOR SLAB DETAIL SCALE : 1: 20 M 5 5 5 5 5 5 VAR. 5 5 FINISH FLOOR LINE EXISTING EARTHFILL EARTH BACKFILL 100 mm. THK COMPACTED GRAVEL BED NATURAL GROUND LINE REST AT 200 mm.o.c TIES SPCD. AT 3-50 mm,3-100 mm,3-150 mm. 4-16 mm ø VERTICAL BARS W/ 10 mm ø 100 mm. THK COMPACTED GRAVEL BED 5 5 5 5 5 5 5 5 4-16 mm ø VERTICAL BARS W/ 10 mmø SPCD. @ 5-0.05,3-0.10,0.20m.o.c REST PLAN OF COLUMN FOOTING ( CF ) BARS SPACED @ 0.16m.o.c BOTHWAYS SCALE: 1:20M 8 - 16 mm ø TEMPERATURE SECTION OF C1-F1 SCALE 1:20M DETAIL OF COLUMN FOOTING SCALE : 1:20 M. 2" X 3" C - PURLINS SPACED @ 0.60 M. O.C TRUSS TRUSS HT - 1 HT - 3 HT - 3 HT - 3 HT - 4 SCALE : 1:20 M 6 - 12 MM DIA W/ 10 MM DIA TIES SPACED @ 4 - .05; 3 - .10; AND .20 M REST SPACED AT 0.30 M.O.C. BOTHWAYS SPACED AT 0.15 M.O.C. ROOF FRAMING PLAN SCALE : 1:100 M 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 1:100 HT=125 60CL 1:100 HT=250 100CL 1:100 HT=200 80CL 1:100 HT=300 120CL 1:100 HT=400 175CL 1:100 HT=312.5 140CL PROPERTY LINE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SCALE : 1: 60 MTS. SCHEDULE OF WINDOWS GROUND FLOOR FFL.=EL+400 \W7.11111; \W7.04762; BRUA MELVIN KENNETH \W7.06349; O. \W7.07937; JUNE 22, 1987 \W7.04762; BLK 20 LOT 11,NHA, BARAS \W7.04762; PALO, LEYTE \W7.04762; BERNIE BRUA \W7.06349; O9261666859 \W6.92857; \W6.88095; JELA CRUZ \W6.88095; JAY NORRIEL \W6.83333; BASADA \W6.88095; JANUARY 5,1990 \W6.83333; BGY. ALANG-ALANG, \W6.92857; BORONGAN CITY \W6.83333; ENGR. JASON ISRAEL C. DELA CRUZ \W6.85714; 09183649923 \W5.72619; \W5.63095; MALQUISTO \W5.65476; GENE CARLO \W5.63095; DE PAZ \W5.67857; JULY 10, 1987 \W5.63095; BLK.18 LOT 19 V & G SUBD. \W5.70238; TACLOBAN CITY \W5.65476; CONCHITA MALQUISTO \W5.65476; 09193410555 \W6.59524; \W6.52381; CHUCA \W6.52381; CHRISTIAN \W6.50000; BARRAZA \W6.52381; SEPTEMBER 27,1989 \W6.50000; BLK 11 LOT 22 P1 V & G SUBD. \W6.57143; TACLOBAN CITY \W6.52381; 09177849604 \W5.26190; \W5.19048; GARRIDO \W5.16667; LANIE \W5.16667; HORCA \W5.19048; OCT0BER 29, 1989 \W5.16667; BGY. OLOTAN, SITIO PACIFIC \W5.21429; JARO, LEYTE \W5.16667; MR.& MRS. FE GARRIDO \W5.19048; 09993267969 \W9.19048; \W9.14286; VENEZUELA \W9.09524; JULIUS \W9.00000; DEL PILAR \W9.09524; JUNE 35,1973 \W9.00000; BURAUEN , LEYTE \W9.00000; MR. QUINTIN VENEZUELA \W9.04762; 09214805294 \W6.02381; \W5.92857; RAGA \W5.92857; MYCEL \W5.92857; RENOMERON \W5.95238; OCTOBER 22, 1987 \W5.95238; SAN JOSE ST. BURAEUN, LEYTE \W5.92857; MR & MRS VIRGINIA RAGA \W5.95238; 09219919978 CAYSON JAESON ROI CAñEZAL MAY 25,1990 TEODOLFO B. CAYSON JR JULIETA C. CAYSON 09306877856 \W6.04762; \W6.02381; AGULLO \W5.95238; MARK ANTHONY \W5.97619; CATANTAN \W6.00000; JULY 29, 1988 \W5.95238; BGY.GEN. ROXAS, DULAG, LEYTE \W5.95238; MR. & MRS. DEODATO AGULLO \W5.97619; 09093073183 \W9.28571; \W9.14286; GERALDO \W9.14286; CONRAD \W9.09524; DARIGUEZ \W9.09524; FEB. 19,1989 \W9.23810; TUNGA, LEYTE \W9.09524; MR. FILADOLFO GERALDO \W9.14286; 09078652011 \W6.73810; \W6.64286; RAMOS \W6.69048; JOSE DREXELL ALIMA \W6.64286; FEB.21, 1990 \W6.66667; GRANADOS ST. LEYTE, LEYTE \W6.64286; MR & MRS. PASCUALITO M. RAMOS \W6.66667; 09196410278 LANZARROTE MICHAEL PERPIñAN OCTOBER 20,1989 BGY. 59, PICAS, SAGKAHAN TACLOBAN CITY MR. & MRS BASILIO LAZARROTE 09286752865 \W7.95238; \W7.76190; DINGAL \W7.76190; KARL VINCENT \W7.76190; BARRANTES \W7.90476; TACLOBAN CITY \W7.76190; FELLY M. BARRANTES \W7.80952; 09072601776 \W6.20238; \W6.10714; BANQUILAY \W6.13095; ORIEL \W6.10714; ROSEL \W6.10714; BGY. VICTORY, CAIBIRAN, BILIRAN \W6.13095; 09094563032 INSTRUCTOR COURSE : GGE \W7.11111; \W7.04762; BRUA MELVIN KENNETH \W7.06349; O. \W7.07937; JUNE 22, 1987 \W7.04762; BLK 20 LOT 11,NHA, BARAS \W7.04762; PALO, LEYTE \W7.04762; BERNIE BRUA \W7.06349; O9261666859 \W6.92857; \W6.88095; JELA CRUZ \W6.88095; JAY NORRIEL \W6.83333; BASADA \W6.88095; JANUARY 5,1990 \W6.83333; BGY. ALANG-ALANG, \W6.92857; BORONGAN CITY \W6.83333; ENGR. JASON ISRAEL C. DELA CRUZ \W6.85714; 09183649923 \W5.72619; \W5.63095; MALQUISTO \W5.65476; GENE CARLO \W5.63095; DE PAZ \W5.67857; JULY 10, 1987 \W5.63095; BLK.18 LOT 19 V & G SUBD. \W5.70238; TACLOBAN CITY \W5.65476; CONCHITA MALQUISTO \W5.65476; 09193410555 \W6.59524; \W6.52381; CHUCA \W6.52381; CHRISTIAN \W6.50000; BARRAZA \W6.52381; SEPTEMBER 27,1989 \W6.50000; BLK 11 LOT 22 P1 V & G SUBD. \W6.57143; TACLOBAN CITY \W6.52381; 09177849604 \W5.26190; \W5.19048; GARRIDO \W5.16667; LANIE \W5.16667; HORCA \W5.19048; OCT0BER 29, 1989 \W5.16667; BGY. OLOTAN, SITIO PACIFIC \W5.21429; JARO, LEYTE \W5.16667; MR.& MRS. FE GARRIDO \W5.19048; 09993267969 \W9.19048; \W9.14286; VENEZUELA \W9.09524; JULIUS \W9.00000; DEL PILAR \W9.09524; JUNE 35,1973 \W9.00000; BURAUEN , LEYTE \W9.00000; MR. QUINTIN VENEZUELA \W9.04762; 09214805294 \W6.02381; \W5.92857; RAGA \W5.92857; MYCEL \W5.92857; RENOMERON \W5.95238; OCTOBER 22, 1987 \W5.95238; SAN JOSE ST. BURAEUN, LEYTE \W5.92857; MR & MRS VIRGINIA RAGA \W5.95238; 09219919978 CAYSON JAESON ROI CAñEZAL MAY 25,1990 TEODOLFO B. CAYSON JR JULIETA C. CAYSON 09306877856 \W6.04762; \W6.02381; AGULLO \W5.95238; MARK ANTHONY \W5.97619; CATANTAN \W6.00000; JULY 29, 1988 \W5.95238; BGY.GEN. ROXAS, DULAG, LEYTE \W5.95238; MR. & MRS. DEODATO AGULLO \W5.97619; 09093073183 \W9.28571; \W9.14286; GERALDO \W9.14286; CONRAD \W9.09524; DARIGUEZ \W9.09524; FEB. 19,1989 \W9.23810; TUNGA, LEYTE \W9.09524; MR. FILADOLFO GERALDO \W9.14286; 09078652011 \W6.73810; \W6.64286; RAMOS \W6.69048; JOSE DREXELL ALIMA \W6.64286; FEB.21, 1990 \W6.66667; GRANADOS ST. LEYTE, LEYTE \W6.64286; MR & MRS. PASCUALITO M. RAMOS \W6.66667; 09196410278 LANZARROTE MICHAEL PERPIñAN OCTOBER 20,1989 BGY. 59, PICAS, SAGKAHAN TACLOBAN CITY MR. & MRS BASILIO LAZARROTE 09286752865 \W7.95238; \W7.76190; DINGAL \W7.76190; KARL VINCENT \W7.76190; BARRANTES \W7.90476; TACLOBAN CITY \W7.76190; FELLY M. BARRANTES \W7.80952; 09072601776 \W6.20238; \W6.10714; BANQUILAY \W6.13095; ORIEL \W6.10714; ROSEL \W6.10714; BGY. VICTORY, CAIBIRAN, BILIRAN \W6.13095; 09094563032 INSTRUCTOR COURSE : GGE \W7.54762; RODRIGUEZ \W7.50000; JASON \W7.52381; APOSTOL \W7.47619; SEPTEMBER 24, 1991 \W7.45238; BARUGO, LEYTE \W7.45238; MR. & MRS. RODRIGO C. RODRIGUEZ \W7.47619; 09994823288 \W6.02381; \W5.92857; MORABE \W5.97619; JONLEMAR CRIS \W5.92857; NARANJO \W5.97619; JANUARY 1, 1992 \W5.97619; JULITA, LEYTE \W5.92857; MR & MRS. DIOSCORO MORABE \W5.95238; 0912876301 \W5.59524; \W5.50000; MIRALLES \W5.50000; MICHAEL \W5.50000; PENING \W5.50000; MAY 6,1983 \W5.52381; CARIGARA, LEYTE \W5.50000; MR. & MRS. MARIO MIRALLES \W5.52381; 09277190182 \W7.09524; \W7.09524; \W7.09524; \W6.90476; MORAN \W6.90476; MARK LESTER \W6.90476; BASAS \W7.04762; AUGUST 3, 1990 \W6.90476; BGY. SAN RAFAEL \W6.90476; DULAG, LEYTE \W6.90476; MR & MRS MORAN \W6.95238; 09088045947 \W5.50000; \W5.40476; ROSALES \W5.45238; JOHN CRISTON \W5.40476; NAAGAS DECEMBER 11, 1991 \W5.42857; SITIO BARIIS EAST \W5.47619; VISORIA, CARIGARA, \W5.40476; LEYTE \W5.40476; MR. & MRS. LINA NAAGAS \W6.60714; \W6.58333; VERRA \W6.51190; HISSSENIE \W6.51190; MAGDOZA \W6.51190; DECEMBER 8,1991 \W6.51190; BALOCAWEHAY, ABUYOG \W6.51190; LEYTE \W6.51190; MR. & MRS. FRANCISCO R. VERRA \W6.53571; 09196386644 \W8.40476; \W8.40476; \W8.40476; \W8.26190; CORNEJO \W8.30952; JOHN ROMMEL \W8.35714; ALMENARIO \W8.21429; NOVEMBER 29,1992 \W8.21429; BGY. 78 MARASBARAS, \W8.35714; TACLOBAN CITY \W8.26190; 09078196773 \W8.40476; \W5.71429; \W5.71429; \W5.61905; IDARRO \W5.61905; MARK JOHN \W5.61905; BASE \W5.66667; JULY 31,1990 \W5.64286; CATBALOGAN W. SAMAR \W5.61905; MR. & MRS. ALFREDO IDDARO \W5.64286; 09089342406 INSTRUCTOR \W0.26190; ABRILLO \W5.54762; ANTHONY REY \W5.47619; BOCO \W5.47619; DEC.13,1988 \W5.47619; BGY.HINULOGAN DAGAMI,LEYTE \W5.47619; MR. RUPERTO ABRILLO \W5.50000; 09184090340 \W5.44048; \W5.36905; CARBO \W5.36905; ZACARIAS III \W5.36905; CADAYONG \W5.36905; OCTOBER 27,1990 \W5.34524; BGY. CANDAO, DULAG, LEYTE \W5.34524; FE C. CARBO \W5.36905; 09286749592 \W5.60714; \W5.60714; \W5.60714; \W5.51190; FUA \W5.51190; LORETTA \W5.58333; ASIS \W5.53571; OCTOBER 3,1974 \W5.51190; BGY.62-B KALIPAYAN, \W5.58333; TACLOBAN CITY \W5.51190; MR. EDILBERTO A DE PAZ JR \W5.53571; 09214944969 \W6.10714; \W6.01190; HISOLA \W6.01190; ELJANE \W6.08333; ALPOS \W6.01190; DECEMBER 3,1991 \W6.01190; BGY. 60 ASLUM SAGKAHAN, \W6.08333; TACLOBAN CITY \W6.01190; MR. & MRS. JUANITO T. HISOLA \W6.03571; 0921814278 \W6.15476; \W6.15476; \W6.05952; KEMPIS \W6.05952; KENNON \W6.08333; OLINO \W6.05952; MAY 11,1992 \W6.05952; BGY.CABACUNGAN \W6.05952; DULAG, LEYTE \W6.05952; MR. & MRS. MANUEL A. KEMPIS \W6.08333; 09094181988 \W6.39286; \W6.29762; BASIBAS \W6.36905; AIKO \W6.32143; CABALLES \W6.32143; OCTOBER 23,1992 \W6.32143; CARIGARA, LEYTE \W6.29762; MR.& MRS. CORNELIO T. BASIBAS \W6.32143; 09091177866 \W8.80952; \W8.80952; \W8.61905; MARGATE \W8.61905; MERBEN \W8.66667; GOLIAS \W8.71429; JULY 30,1991 \W8.61905; POB.DIST. 2 \W8.61905; MC. ARTHUR, LEYTE \W8.61905; BENEDICTO Y. MARGATE \W8.66667; 09072606133 CAñETE GLENNE KENNY ESPINO JULY 13,1992 BGY. ROSAL STA. RITA, SAMAR MR. & MRS. MARCIANO P. CAñETE 09124893942 \W5.94048; \W5.94048; \W5.86905; CABOSURA \W5.86905; CHRISTIAN \W5.86905; SOLANO \W5.84524; DECEMBER 11, 1991 \W5.84524; BGY. 100 SCANDINAVIAN VILL. \W5.86905; SAN ROQUE, TACLOBAN CITY \W5.84524; MR. CONSTANCIO B. CABOSURA \W5.84524; MRS. IMELDA S. CABOSURA \W5.86905; 09196046911 \W6.38095; \W6.38095; \W6.38095; \W6.28571; PALAJOREN \W6.28571; MARVIN \W6.28571; BACOLOT \W6.33333; JULY 8, 1992 \W6.28571; BGY. BINIBIHAN, CARIGARA, \W6.28571; LEYTE \W6.28571; MR. & MRS. SELVINIA PALAJOREN \W6.30952; 09032649681 \W5.76190; \W5.76190; \W5.69048; GERALDO \W5.66667; BENJAMIN \W5.66667; RAMIREZ \W5.73810; APRIL 21 1990 \W5.66667; BGY. MINUHANG, GERALDO SR. \W5.66667; MRS. FIDELA R GERALDO \W5.69048; 09199638732 \W9.52976; \W9.48214; BAUSTISTA \W9.50595; WILBERT \W9.49405; QUIJANO \W9.48214; DECEMBER 2, 1991 \W9.45833; 1041 SAN JOAQUIN S HOSPITAL COMPOUND, BUEAUEN, LEYTE \W5.42857; MR. SOTERO D. BAUTISTA \W3.30952; MRS. ERLINDA G. BAUTISTA \W7.15079; 09187404276 \W5.59524; \W5.50000; MACATO \W5.50000; ELISEO II \W5.57143; ALBESA \W5.54762; JANUARY 13,1990 \W5.50000; BGY. 1 POBLACION \W5.57143; TALAALORA, SAMAR \W5.50000; MR. & MRS. RENATO MACATO \W5.52381; 09351729350 \W9.21429; \W9.21429; \W9.21429; \W9.21429; \W9.16667; APRESTO \W9.11905; JUSTIN ARIES \W9.07143; OBON \W9.16667; APRIL 16,1992 \W9.02381; BGY. 3 SAN POLICARPO \W9.02381; EASTERN, SAMAR \W9.02381; MR. JUSTINO M.APRESTO \W9.02381; MRS. EDNA O. APRESTO \W9.07143; 09212298509 \W8.73810; \W8.73810; \W8.73810; \W8.59524; CALLANO \W8.54762; DARRYL \W8.69048; YUTRAGO \W8.54762; MARCH 1, 1992 \W8.59524; CARIGARA, LEYTE \W8.54762; MR. DANILO CALLANO \W8.54762; MRS. JESSICA CALLANO \W8.59524; 09395982832 \W6.57143; \W6.47619; BAUTISTA \W6.47619; MARY GRACE \W6.47619; DELLORO \W6.50000; SEPTEMBER 3, 1991 \W6.47619; BGY. LICOD, TANAUAN \W6.47619; LEYTE \W6.47619; MR.&MRS. ELISEO E. BAUTISTA JR. \W6.50000; 09303504019 \W6.41667; COSTA \W6.39286; MA. MONQUE JUNEL \W6.39286; PADUA \W6.39286; DECEMBER 18, 1991 \W6.39286; BGY. 92 APITONG, TACLOBAN CITY \W6.39286; MR. MARCELINO M. COSTA JR \W6.41667; 09216539202 \W7.78571; \W7.78571; \W7.73810; ABRIL \W7.73810; APRIL KYENNA \W7.59524; ROLLO \W7.59524; MARCH 9,1991 \W7.59524; BGY. 97 CABALAWAN \W7.73810; TACLOBAN CITY \W7.59524; MR. BALBINO BABRIL \W7.64286; 09284878408 \W8.11905; \W8.11905; \W8.11905; \W8.07143; AVESTRUZ \W7.92857; IRIS MAE \W7.97619; COSTELO \W8.07143; APRIL 19,1992 \W7.97619; 473 SAN ROQUE ST. \W7.92857; BARUGO, LEYTE \W7.92857; MR.RENATO AVESTRUZ \W7.97619; 09292157185 CAñEGA ATEF PELOñES JUNE 12, 1988 PINAMOPOAN, CAPOOCAN, LEYTE MADELYN P. CAñEGA 09287796183 \W5.91667; \W5.84524; OCOY \W5.82143; EDBERT \W5.82143; REGATON \W5.82143; FEB. 25,1991 \W5.82143; LAPAZ, LEYTE \W5.82143; MR. & MRS. DOMINADOR OCOY \W5.84524; 09124573628 \W6.60714; \W6.60714; \W6.53571; OCENA \W6.58333; ANDRO LLOYD KEITH \W6.53571; OPERARIO \W6.51190; FEB. 22.1992 \W6.51190; BLK. 10 LOT 5 & 7 VILLA LOLITA \W6.58333; V & G SUBD., COGON, SAN JOSE, \W6.58333; TACLOBAN CITY \W6.53571; 09265040305 GAVIOLA IVON RYANN REY PE ñARANDA OCTOBER 17,1987 BGY. 83 SAN JOSE , TACLOBAN CITY MR. REY M. GAVIOLA 09057732315 ANAGAP RON JERALD TAñAGA SEPTEMBER 3,1991 BGY. LOWER NIRAAN, CARIGARA, LEYTE MR.& MRS. RONALDO ANAGAP 09301419479 \W7.52381; \W7.52381; \W7.33333; PACUAN \W7.38095; SHEENA MARIE \W7.33333; DIOLA \W7.33333; FEB. 23, 1991 \W7.33333; BGY. GUINDAPUNAN \W7.33333; PALO, LEYTE \W7.33333; MAGDALINOG.PACUAN \W7.38095; 09207783515 \W6.04762; \W6.04762; \W6.04762; \W5.95238; MACEDA \W5.97619; CAROLYN MAE \W5.95238; BALMES \W5.95238; MAY 8,1992 \W5.95238; BGY.CALOGCOG, TANAUN \W5.95238; LEYTE \W5.95238; MR. ANDRES RENERIO MACEDA \W5.97619; 09089176031 \W5.15476; \W5.15476; \W5.05952; DE LOS REYES \W5.05952; MIKHAIL \W5.05952; MONTALLANA \W5.05952; FEB 21, 1991 \W5.05952; BGY. 54 MAGALLANES ST. \W5.13095; TACLOBAN CITY \W5.05952; ERLINDA M. DE LOS REYES \W5.08333; 09268861896 \W5.15476; \W6.03571; \W6.03571; \W5.96429; GO \W5.94048; KEZIA JOY \W5.94048; LISONDRA \W5.98810; JULY 7,1992 \W5.94048; B19L2, BLISS SAGKAHAN \W6.01190; TACLOBAN CITY \W5.94048; MR. & MRS. ANDRES R. GO JR \W5.96429; 09309176031 \W6.16667; \W6.07143; BOCO \W6.09524; CAROLINE \W6.07143; EMATA \W6.07143; DECEMBER 6 1990 \W6.07143; BGY. ORMOCAY, DAGAMI, LEYTE \W6.07143; MR. & M,RS. RODRIGO O. BOCO \W6.09524; 09309064367 \W8.79167; \W8.79167; \W8.75595; CAYONDONG \W8.75595; SHARMAINE \W8.75595; CAGARA \W8.76786; JULY 12 ,1991 \W8.74405; BGY. TIGBAO \W8.08333; , DULAG , LEYTE MR. PRIMITIVO CAYONDONG \W9.73810; 09108310164 \W5.76190; DUQUE \W5.83333; ARJAN \W5.76190; BAQUILOD \W5.76190; MARCH 2, 1992 \W5.76190; MAYDOLONG E. SAMAR \W5.76190; MR. & MRS. ARNEL M. DUQUE \W5.78571; 09179664982 \W5.48810; \W5.39286; LAGARTOS \W5.39286; NECK \W5.39286; DOTADO \W5.44048; JULY 2,1991 \W5.39286; PALO, LEYTE \W5.39286; MR. & MRS.PRIMO LAGARTOS \W5.41667; 09306881317 \W6.20238; \W6.20238; \W6.20238; \W6.13095; GAYDA \W6.17857; YSMAEL \W6.10714; ESCALA \W6.13095; SEPTEMBER 8,1991 \W6.10714; BGY.4 LAWAAN, E. SAMAR \W6.10714; MR. & MRS. JOSE ALLAN GAYDA \W6.13095; 0912634696 \W8.17857; \W8.17857; \W8.17857; \W8.17857; \W8.10714; CLEMENCIO MARIA BELEN \W8.10714; ORIOQUE \W8.08333; DECEMBER 167,1991 \W8.08333; BGY. BARUGOHAY NORTE \W8.10714; CARIGARA, LEYTE \W8.08333; MRS. LOLITA CLEMENCIO \W8.10714; 09127286025 ABAYAN ARACELE ELGAR FEB. 1, 1992 BGY. 8 LAWAN E. SAMAR MR. &MRS. ELMO G. ABAYAN 09086162689 \W7.29762; \W7.29762; \W7.22619; GALANZA \W7.25000; JEANYVIEB \W7.20238; DAGSA \W7.20238; DECEMBER 15,1991 \W7.20238; BGY.AMANTILLO MARABUT, \W7.25000; WESTERN SAMAR \W7.20238; MR.& MRS. ABELARDO D. GALANZA JR \W7.22619; 09213114880 \W9.04762; \W9.04762; \W9.04762; \W8.85714; INCISO \W8.85714; MARY ROSE \W8.85714; ECALORE \W8.85714; NOVEMBER 6, 1991 \W8.85714; BGY.7 LAWAAN, \W8.85714; EASTERN, SAMAR \W8.85714; MR. & MRS. GIL INCISO \W8.90476; 09301564771 \W6.45238; \W6.45238; \W6.42857; YARANON \W6.38095; CARLOS JR \W6.42857; ABULENCIA \W6.42857; AUGUST 3, 1992 \W6.35714; BGY. SALUG, GUIAN, E. SAMAR \W6.35714; MR. & MRS. CARLOS E. YARANON \W6.38095; 09359263986 \W6.11905; \W6.11905; \W6.02381; FAJARDO \W6.07143; JOSE PAOLO \W6.04762; CLOSA \W6.09524; APRIL 25,1991 \W6.02381; BLK. 27 LOT 12 v & G SUBD. \W6.09524; TACLOBAN CITY \W6.02381; MR. JOSE VALENTIN D. FAJARDO \W6.02381; MA. JOE CLEMARON FAJARDO \W6.04762; 09216553622 COURSE : BSCE - 3B INSTRUCTOR \W8.35714; \W8.21429; CAPAGALAN \W8.16667; DEXTER \W8.21429; GAMALO \W8.16667; DECEMBER 11,1991 \W8.16667; BGY. 56 A LIDONG \W8.30952; TACLOBAN CITY \W8.16667; MERCEDES CAPAGALAN \W8.16667; DIEGO CAPAGALAN \W8.09524; LADRILLO \W8.09524; RYAN DAVE S. \W8.14286; OCTOBE 25,1991 \W8.09524; BGY.25 PATERNO EXT. \W8.23810; TACLOBAN CITY \W8.09524; LIBERATA LADRILLO \W8.09524; LIBRANO LADRILLO \W9.14286; \W9.14286; \W9.09524; TORLAO \W8.95238; EMMANUEL JOHN \W9.09524; ADORABLE \W9.04762; JUNE 2, 1992 \W9.00000; ST. SCHOLASTICA'S VILL. \W8.95238; PALO, LEYTE \W9.04762; JULIET TORLAO \W8.95238; LOLITO TORLAO \W9.88095; \W9.88095; \W9.88095; \W9.73810; CLEMENTE \W9.78571; JAKE \W9.73810; SABAY \W9.73810; SEPTEMBER 25,1987 \W9.73810; SAWANG, CARIGARA, LEYTE \W9.78571; JESUS CLEMENTE \W9.73810; 09308876627 \W7.61905; \W7.47619; CINCO \W7.47619; CRISCHIE \W7.47619; SABIT \W7.42857; MARCH 12,1992 \W7.42857; BGY.71, NAGA-NAGA \W7.57143; TACLOBAN CITY \W7.47619; OFELIA CINCO \W7.42857; LUCITO CINCO \W7.47619; 09298298136 \W8.35714; \W8.16667; LABATOS \W8.21429; CRISALDE JR \W8.16667; RIMANDO \W8.21429; SEPTEMBER 26,1991 \W8.16667; PHHC, TACLOBAN CITY \W8.16667; EVITA LABATOS \W8.21429; CRISALDE O. LABATOS \W8.21429; 09351108050 \W5.45238; \W5.42857; ALCARAZ \W5.35714; IAN \W5.35714; BAUTISTA \W5.35714; MAY 31,1990 \W5.35714; BGY 75 HOERDENANN LANE \W5.35714; FATIMA VILL., TACLOBAN CITY \W5.38095; SALVACION B. 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BARRIO \W5.29762; 09213202123 \W8.21429; \W8.21429; \W8.07143; CATUDAY \W8.02381; MARK MANUEL \W8.07143; GLORIA \W8.02381; DECEMBER 5, 1991 \W8.02381; DOLORES, E. SAMAR \W8.02381; ROSANNA G. CATUDAY \W8.02381; MANUEL D. CATUDAY \W8.07143; 09213675946 \W8.21429; \W8.21429; \W8.02381; DE LA CRUZ \W8.02381; REA \W8.02381; LABASTIDA \W8.11905; JULY 23,1990 \W8.07143; SAN MIGUEL, LEYTE \W8.02381; LEO O. AGUIRRE \W8.02381; ELIZA L. DE LA CRUZ \W8.07143; 09107162805 \W7.33333; \W7.33333; \W7.14286; DOTADO \W7.14286; KEVIN REY \W7.14286; DAANTOS \W7.23810; JULY 15,1993 \W7.14286; BGY.84, SAN JOSE \W7.28571; TACLOBAN CITY \W7.14286; EMELIA R. DAANTOS \W7.14286; FRANCISCO DOTADO \W7.19048; 0921319523 \W8.09524; \W8.09524; \W8.09524; \W7.90476; BALDOTA \W7.90476; BRIAN \W7.90476; MAISO \W7.95238; SEPTEMBER 21, 1991 \W7.90476; BGY. 89 SAN JOSE \W8.04762; TACLOBAN CITY \W7.90476; ERNESTO T. BALDOTA \W7.90476; MARIA M. BALDOTA \W7.95238; 09994420374 \W5.78571; \W5.78571; \W5.76190; ASALDO \W5.69048; RAYMUND \W5.76190; ASTILLA \W5.73810; JULY 11, 1992 \W5.71429; CITIHOMES SUBD. ,NAGA-NAGA \W5.76190; TACLOBAN CITY \W5.69048; LEONORA A. ASALDO \W5.69048; RUBEN A. ASALDO \W5.71429; 09168200638 \W8.92857; \W8.78571; SEBASTIAN \W8.73810; ROCHESTER \W8.78571; CAMINO \W8.88095; AUGUST 27,1990 \W8.88095; V & G, TACLOBAN CITY \W7.07143; POSTRERO \W7.16667; JANICE C. \W7.11905; OCTOBER 6, 1990 \W7.07143; BGY. 99, DIIT, \W7.21429; TACLOBAN CITY \W7.07143; RAANDO POSTRERO \W7.11905; CHARITO POSTRERO \W9.21429; \W9.16667; VILLACORTE \W9.07143; ZYVEL G. \W9.02381; BGY. 94 TIGBAO \W9.16667; TACLOBAN CITY \W9.02381; LORENZO B. VILLACORTE \W9.02381; FREDA G. VILLACORTE \W9.07143; 09396307087 \W5.69048; \W5.69048; \W5.54762; CARDINES \W5.54762; GELLINE A. \W5.64286; APRIL 25,1992 \W5.50000; BGY. HILABA \W5.50000; BARUGO, LEYTE \W5.54762; 09098695323 CAYSON JEANE RAZELLE CAñEZAL AUG.19,1992 BLK.11 LOT 8 PH. 1 V & G SUBD., TACLOBAN CITY TEODOLFO B. CAYSON JULIETA C. CAYSON 09077968776 \W7.88800; \W5.30952; TAñEGA \W5.72133; IRENE \W4.22133; MENDIOLA \W2.22133; JULY 28, 1991 \W0.74514; BGY.MALAGUINABOT \W0.43562; SAN MIGUEL, LEYTE \W0.11905; ORLANDO B .TAñEGA VERONICA M. TAñEGA \W2.64990; 09072705920 \W8.28571; \W8.28571; \W8.23810; ALPINO \W8.09524; BOB DEWEY \W8.23810; AVECILLA \W8.09524; MARCH 8,1992 \W8.09524; LIMBA, LA PAZ ,LEYTE \W8.09524; FE ALPINO \W8.09524; BOBBY ALPINO \W8.14286; 09072738412 \W5.78571; \W5.78571; \W5.78571; \W5.78571; \W5.69048; PADILLA \W5.71429; CLAIRE MARIE \W5.69048; DUGOS \W5.76190; AUGUST 17, 1991 \W5.69048; BGY. 62- A BLISS, SAGKAHAN \W5.76190; TACLOBAN CITY \W5.69048; EMILIA O. 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Language	English
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bedrooms, block, building, casa, chalet, consisting, dwelling unit, DWG, haus, house, logement, maison, residên, residence, residential, room, rooms, service, study, unidade de moradia, utility, villa, wohnung, wohnung einheit