Two-Floor House DWG Detail for AutoCAD

Two-Floor House DWG Detail for AutoCAD

This includes the architecture; electrical and structural detail of the house

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

place all col strip reinforcing within col strip, middle strip, top bars, lap bottom, bottom bars, hooks, varies, plan, as_prepared_for, rurbancode:, barangay:, area:, island:, province:, scale:, g.e., geodetic, res, license, date, dining area, ref, kitchen, security grills, porch, living, room, bedroom, balcony, master’s, family, terrace, vertical bars spaced, outlet, manhole, air space, fit lifting handle, leaching well, pea gravel, bouyant liquid, wall footing reinf, inlet, digestive chamber, section, sludge chamber, bothways, horizontal bars, vertical bars, storm drain pipe, dnts, scale, sheet no. :, owner:, project title:, location:, conforme:, design and cadd by:, no., revisions:, ckd., prc no.:, place :, ptr no.:, date:, tin no.:, checked by:, engineer:, architect:, typical septic tank detail, typical catch basin detail, g. flr lighting layout, riser diagram, steel truss detail, nts, roof beam detail, floor plan, front elevation, proposed two-storey residential, vicinity map, perspective, brgy. san ricardo, talavera, nueva ecija, line and grade, architectural, structural, electrical, department of public works and highways, office of the building official, republic of the philippines, land use and zoning, sanitary, site development plan, left side elevation, ms. rodelyn barrientos, right side elevation, lav, sho, m meter, vtr, shower, lavatory, faucet, water closet, kitchen sink, septic tank, floor drain, cold water line, riser, cleanout, vent thru roof, hosebibb, wires in conduit no hashmark indicate two wire, refrigerator, incandescent bulb, flourescent lamp, convenience outlet, ref, circuit breaker, single switch, two-gang switch, kilowatthour meter, panel board, two-way switch, wiring in conduit concealed in wall, or in cealing hashmark indicates no., circuit homerun to panel board, electrical notes, ground, all other outlets-to be determined or prescribed by the, panel boards-centrally located between the fin.floor.line., electrical eng’r.in charge., mounting height :, duly qualified electrical engineer or master electrician., from celcor service line, watts, size of conduit, type, size, conductor, ampere, protection, volts, other, load, c.o, l.o, ckt. no., load description, no.of switches, acu, range, total, spare, effluent, to public utility, long span direction, short span direction, see truss detail, typical concrete beam section, see schedule, center of column and footing, n.g.l., footing reinf see schedule, fin flr. line, fill, fgl, see schedule, tie spacing see col details, fin gd line, ffl, ngl, typical concrete slab section, column, designation, rc column schedule, top rebars, stiff. bars, at support, bottom rebars, at midspan, footing, rc footing schedule, beam, rc beam schedule, vertical rebars, thk, rebars, short direction, long direction, remarks, top, bottom, slab, rc slab schedule, reinforcement, two-way, one-way, column, footing, beam and slab schedule, foundation plan, midspan, support, ftg – rb, slab on compacted fill, roof framing plan, all concrete slab on fill shall be, compacted fill, masters bedroom, kitchen, valley gutter, truss diagram, plumbing notes:, immediately if any discrepancy found therein., all fixtures must be vented unless indicated otherwise, all plumbing works included herein shall be executed according with the rqmts., pipes shall be indicated any relocation rqmts. for proper execution of other trade, legend and symbols, isometric view, g.floor plumbing layout, s.floor plumbing layout, s. flr lighting layout, g. flr power layout, s. flr power layout, bridge, to cabanatuan city, to dimasalang, bagong sikat road, to minabuyoc, to pula, site, san ricardo, srnhs, chappel, gas, station, reg. cert. no.:, additional information after date of verification, chief, regional surveys division, department of environment and natural resources, purpose, o.r. no., paid under, verification fee, date:, corners, date submitted, v e r i f i c a t i o n, containing an area of, rurban code:, island of:, province of:, barangay of:, sps. edward p. barrientos, luzon, nueva ecija, talaver, c e r t i f i c a t i o n, geodetic engineer, situated in the, bearing: true, zone no:, as prepared for, property line, r o a d, line, bearing, area, tie line

Raw text data extracted from CAD file:

11.80 11.80 1.05 4.25 3.75 8.00 3.00 2.40 4.00 2.40 2.85 1.50 4.00 2.40 4.00 4.00 8.00 11.80 11.80 4.00 8.00 3.30 1.40 3.30 8.00 2.99 2.41 4.00 2.40 1.13 2.77 1.50 4.00 2.40 4.00 700 500 500 700 67 125 725 575 100 100 100 50 700 500 \A1;250 T PLACE ALL COL STRIP REINFORCING WITHIN COL STRIP 'B' = COL STRIP 0.13 X 'B' 0.25 L2 0.25 L1 0.25 X 'A' MIDDLE STRIP 0.25 L1 0.13 X 'B' 'A' = COL STRIP EXTERIOR SPAN = L1 TOP BARS -9.636814945716328 LAP BOTTOM BARS 150 mm MIN INTERIOR SPAN = L2 -9.636814945716328 -9.636814945716328 -9.636814945716328 -9.636814945716328 -9.636814945716328 -9.636814945716328 25mm CLEAR 25mm CLEAR BOTTOM BARS EXCEPT STD 90 HOOKS @ BEAMS HOOKS ° STD 180 ° -9.636814945716328 -9.636814945716328 -9.636814945716328 -9.636814945716328 -9.636814945716328 4.00 4.00 300 VARIES 8.00 VARIES 550 250 400 4.25 3.70 8.00 3.00 2.40 4.00 2.40 11.80 2.85 1.50 4.00 4.00 4.00 11.80 1.05 8.00 4.25 3.70 8.00 3.00 2.40 4.00 2.40 11.80 2.85 1.50 4.00 4.00 4.00 11.80 1.05 8.00 4.25 3.70 8.00 3.00 2.40 4.00 2.40 11.80 2.85 1.50 4.00 4.00 4.00 11.80 1.05 8.00 a 2.40 2.40 2.40 a b b .60 3.00 3.00 3.20 9.80 1 000 1 000 7 270 3 683 8 150 1 000 1 000 1 000 1 000 1 270 1 000 1 000 3 650 1 848 4 092 1 000 650 1 000 1 000 4 363 3 125 5 366 1 000 1 363 1 000 1 000 5 037 3 608 6 196 1 000 1 000 1 037 1 000 1 000 3 408 2 441 4 193 1 408 1 000 1 000 2 581 1 849 3 175 581 1 000 704 1 704 1 221 2 096 1 000 1 181 2 181 1 563 2 683 1 000 1 000 8 725 3 125 5 366 1 000 1 000 1 000 1 363 1 000 1 362 1 000 1 000 6 903 3 125 3 125 1 000 1 000 1 000 1 363 540 1 000 1 000 6 170 3 125 6 916 1 000 1 000 1 000 1 170 PLAN AS_PREPARED_FOR AS_PREPARED_FOR RURBANCODE: BARANGAY: AREA: ISLAND: PROVINCE: MUN./CITY: SCALE: G.E. GEODETIC RES LICENSE DATE DATE 4.25 3.80 8.05 3.00 2.40 4.00 2.40 11.80 2.85 1.50 4.00 2.44 4.00 4.00 11.80 1.01 8.00 2.00 3.54 2.05 4.44 2.05 4.44 4.25 3.80 8.05 3.00 2.40 4.00 2.40 11.80 2.85 1.50 4.00 2.44 4.00 4.00 11.80 1.01 8.00 2.00 3.54 DINING AREA ref kitchen laundry/service area security grills PORCH LIVING ROOM BEDROOM T&B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DN BALCONY BEDROOM BEDROOM MASTER'S BEDROOM T&B FAMILY ROOM TERRACE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP 101.6 mm (4") d PVC Pipe with 10 mm d Vertical Bars spaced 100 mm (4") CHB O/C Transv Bott 10mm d @ 300 mm Bars @ every 3rd layer @ 600 mm OC & Horizontal OUTLET CO MANHOLE CO MANHOLE AIR SPACE fit lifting handle 12 mm d loose LEACHING WELL PEA GRAVEL 5 BOUYANT LIQUID 150 Wall Footing Reinf (5) - 12 mm d Temp Bars 300 (2) - 10 mm d Cont CO 300 INLET 5 12 mm d loose fit lifting handle MANHOLE OUTLET INLET PLAN MANHOLE DIGESTIVE CHAMBER (4) - 12 mm d Temp Bars SECTION SLUDGE CHAMBER 12 mm d Temp Bars 3500 1600 800 600 600 fit lifting handle 12 mm d loose 2000 600 600 1600 100 12 mm d loose fit lifting handle 5 5 & (2) - 10 mm d Bothways (3) - 12 mm O Temp Bars SECTION 5 OUTLET Horizontal Bars INLET 5 5 fit lifting handle 12 mm O loose 5 (5) - 10 mm d BARS Vertical Bars with (3) - 10 mm d 100 mm (4") CHB Bothways 5 5 PLAN OUTLET (5) - 10 mm d BARS Storm Drain Pipe 150 mm d PVC INLET Bothways 5 5 5 5 DNTS SCALE 07 800 SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: 1:100 SI P-1 SCALE 01 06 P-1 TYPICAL SEPTIC TANK DETAIL 1:20 SI P-1 SCALE 06 P-3 SCALE 05 TYPICAL CATCH BASIN DETAIL SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: G. FLR LIGHTING LAYOUT 1:100 SI E-1 01 E-1 600 RISER DIAGRAM DNTS SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: STEEL TRUSS DETAIL NTS S-1 SCALE 01 05 S-3 ROOF BEAM DETAIL NTS P-3 SCALE 06 P-3 SCALE 05 SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 MR. EDUARD BARRIENTOS & CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: FLOOR PLAN 1:100M P-1 SCALE 01 02 A-2 FRONT ELEVATION 1:100 M A-2 SCALE 05 A-2 01 SECTION 1:100 M SCALE SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 PROPOSED TWO-STOREY RESIDENTIAL CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: NTS A-1 SCALE 01 01 A-1 VICINITY MAP PERSPECTIVE BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA LINE AND GRADE ARCHITECTURAL STRUCTURAL ELECTRICAL District/City/Municipality Department of Public Works and Highways Office of the Building Official Republic of the Philippines LAND USE AND ZONING SANITARY 2-12MMØ 2-12MMØ 2-12MMØ SPACE 2@ .05, 3@ 0.10 REST @ 0.20 MOC 6-12MMØ BARS W/ 9MMØ TIES 5 300 1:120M A-1 SCALE 02 SITE DEVELOPMENT PLAN 1:100 M A-2 SCALE 04 LEFT SIDE ELEVATION NTS A-1 SCALE 03 MS. RODELYN BARRIENTOS MR. EDUARD BARRIENTOS & MS. RODELYN BARRIENTOS 1:100 M A-2 SCALE 04 RIGHT SIDE ELEVATION LEGEND & SYMBOLS KS LAV WC ST SHO FD M METER VTR RS CO HB F SHOWER LAVATORY FAUCET WATER CLOSET KITCHEN SINK SEPTIC TANK FLOOR DRAIN COLD WATER LINE RISER CLEANOUT VENT THRU ROOF HOSEBIBB 14 6 5 7 6 WIRES IN CONDUIT NO HASHMARK INDICATE TWO WIRE REFRIGERATOR INCANDESCENT BULB FLOURESCENT LAMP CONVENIENCE OUTLET REF CIRCUIT BREAKER S-1 S-2 S2 SINGLE SWITCH TWO-GANG SWITCH KILOWATTHOUR METER PANEL BOARD TWO-WAY SWITCH WIRING IN CONDUIT CONCEALED IN WALL OR IN CEALING HASHMARK INDICATES NO. M CIRCUIT HOMERUN TO PANEL BOARD 1 ELECTRICAL NOTES M 2 15 AT 15 AT 100 AT ALL ELECTRICAL WORKS HEREIN SHALL BE DONE UNDER THE DIRECT & IMMEDIATE SUPERVISION OF A ALL MATERIALS TO BE USED SHALL BE BRAND NEW & OF THE APPROVED TYPE FROM THE BUREAU OF OF THE PHILIPPINE ELECTRICAL CODE P.E.C.RULES & REGULATIONS OF THE LOCAL POWER COMPANIES. THE ELECTRICAL WORKS HEREIN SHALL BE IN ACCORDANCE W/ THE PROVISIONS OF THE LATEST EDITION THE MINIMUM SIZE OF CONDUCTOR & RACEWAYS OF CONDUITS SHALL BE 2.0 mm2 COPPER WIRE & ADEQUATE PROTECTION & GRAUNDING SHALL BE PROVIDED FOR ALL EQUIPMENT. STANDARD SIZES OF FITTINGS,BUSHINGS & OTHER OPPURTENANCES SHALL BE USED. THE TYPE OF THE POWER SERVICE SHALL BE 2 WIRE,1 PHASE 220 V,60 Hz. STANDARD FOR LOCATION & PURPOSED. 20 mm %% C PVC MOLDFLEX RESPECTIVELY. 9 11 10 12 20 AT GROUND 3 5 7 4 6 8 15 AT 15 AT 20 AT 20 AT 20 AT ALL OTHER OUTLETS-TO BE DETERMINED OR PRESCRIBED BY THE CONVENIENCE OUTLETS-0.30 m. FROM THE FINISH FLOOR LINE. PANEL BOARDS-CENTRALLY LOCATED BETWEEN THE FIN.FLOOR.LINE. WALL SWITCHES - 1.20 m. FROM THE FINISH FLOOR LINE ELECTRICAL ENG'R.IN CHARGE. MOUNTING HEIGHT : DULY QUALIFIED ELECTRICAL ENGINEER OR MASTER ELECTRICIAN. from CELCOR SERVICE LINE 800 V/A 1000 1200 WATTS SIZE OF CONDUIT 15 mm d PVC 15 mm d PVC 15 mm d PVC 15 mm d PVC 15 mm d PVC 20 mm d PVC TW 3.5 TYPE SIZE CONDUCTOR 15 AT 3.63 AMPERE AMPERE PROTECTION TW 3.5 TW TW 3.5 3.5 20 AT 6.36 15 AT 20 AT 5.45 TW 5.45 20 AT 20 AT 4.54 TW 3.5 3.5 TW 30 AT 220 VOLTS 5 S3 S2 S3W OTHER LOAD 220 220 220 1 220 220 14 C.O S1 L.O 8 1 CKT. NO. LOAD DESCRIPTION 10 4 2 3 6 5 No.of Switches 13,800/220=62.72AMP 62.72X 85 % D.F TOTAL WATTS.=21,100w = 53.312 AMP ON 30 MMd RSC USE : MAIN BREAKER = 100 AT 220 220 REF ACU RANGE 8 7 10 9 11 12 MAIN SERVICE ENTRANCE-USE 2-22 mm2 COPPER WIRE 13 15 16 ACU ACU TOTAL 62.84 1,500 1,200 1,500 1,500 1,500 220 220 220 SPARE SPARE 3 1400 1000 1,200 30 AT 30 AT 30 AT 30 AT 5.45 6.81 6.81 6.81 6.81 3.5 5.5 TW 20mm d PVC 5.5 TW 20mm d PVC 5.5 TW 20mm d PVC 5.5 TW 20mm d PVC 100 AT 2-22 TW 30mm d PVC 220 13800 1 13 SPARE 14 SPARE 30 AT 30 AT 20 AT 15 AT 20mm d PVC 4.54 L.O L.O C.O C.O C.O C.O REF RANGE ACU ACU F F F F F S1 S2 S1 S1 S1 S2 PANEL BOARD F F F F S1 S1 S1 S1 S1 S3W S1 S1 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 1 2 3 4 5 6 ACU SPARE SPARE ACU 11 ACU 9 ACU 10 8 7 SPARE 5 5 5 SEPTIC TANK USE: 1.5 WATER DEPTH EFFLUENT CB CB CB CB CB CB CB CB CB CB CB CB TO PUBLIC UTILITY TO PUBLIC UTILITY KS KS KS LAV WC FD LAV WC FD F F F F F F SHO F F F SHO GV WM CV \W3.14920; TO MAIN \W3.14920; DRAINAGE \W3.14920; SYSTEM 10 mm d TEMP BARS SPACED @ 300 mm O.C ALONG LONG SPAN DIRECTION 10 mm d CONT BEND BARS SPACED @150 mm O.C ALONG SHORT SPAN DIRECTION LONG SPAN DIRECTION SHORT SPAN DIRECTION S-2 PLAN SEE TRUSS DETAIL SCALE SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: TYPICAL COL/FTG DETAIL 1:25 SI S-2 SCALE 06 DNTS S-2 SCALE 09 1:25 SI S-2 07 TYPICAL WF-1 DETAIL TYPICAL CONCRETE BEAM SECTION 04 S-2 SEE SCHEDULE SEE SCHEDULE CENTER OF COLUMN AND FOOTING LENGTH (see schedule) N.G.L. FOOTING REINF SEE SCHEDULE FIN FLR. LINE FILL CONCRETE COLUNM ( see schedule) 5 100 MM GRAVEL BED 10 mm d TRANSVERSE BARS @ 400 mm 0/C FGL 04 TYP SLAB DETAIL (TWO-WAY) SCALE 10 mm d CONT BEND BARS @ MIDDLE STRIP ALONG SHORT SPAN DIRECTION SPACED @125 mm O.C 10 mm d CONT BEND BARS @ MIDDLE STRIP ALONG LONG SPAN DIRECTION SPACED @150 mm O.C 10 mm d TEMP BARS @ COLUMN STRIP ALONG LONG SPAN DIRECTION SPACED @ 300 mm O.C 10 mm d TEMP BARS @ COLUMN STRIP ALONG SHORT SPAN DIRECTION SPACED @ 300 mm O.C SHORT SPAN DIRECTION LONG SPAN DIRECTION L/4 L/4 L/2 L/4 L/4 L/2 S-2 PLAN 10 mm d STRAIGHT BARS @ COLUMN STRIP ALONG SHORT/LONG SPAN DIRECTION 300 mm O.C L L/4 L/4 L/5 L/5 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE see schedule L/5 L/5 L/4 L/4 VARIES VARIES THICKNESS (see schedule) TIE SPACING SEE COL DETAILS 100 MM GRAVEL FILL FIN GD LINE L C 5 5 5 VARIES 100 mm THK CONC SLAB W/ 10 mm d TEMP BARS @ 500 mm O/C BW FFL 10 mm d HOR BARS @ EVERY THIRD LAYER 100 X 200 X 400 CHB 3 - 10 mm d CONT LONGITUDINAL BARS FILL FILL NGL 10 mm d VERT BARS @ 800 mm O/C DNTS S-2 SCALE TYP SLAB DETAIL (ONE-WAY) DNTS S-2 SCALE 08 TYPICAL CONCRETE SLAB SECTION S-2 02 S-2 SCALE 01 400 DIMENSION (mm) COLUMN DESIGNATION RC COLUMN SCHEDULE a b Top Rebars Stiff. Bars b AT SUPPORT Bottom Rebars AT MIDSPAN DESIGNATION FOOTING F1 RC FOOTING SCHEDULE DESIGNATION BEAM RC BEAM SCHEDULE C-1 FBT-1 8 - 16mm d a Top Rebars Stiff. Bars Bottom Rebars CF1 VERTICAL REBARS LATERAL TIES (12 mmd) 1@ 50mm, 5 @ 100mm, 3 @ 150mm rest @ 200mm on center W L 400 1500 DIMENSION (mm) 10 - 16mm d 16 - 16mm d W L 1500 1200 3000 THK 500 550 REBARS SHORT DIRECTION LONG DIRECTION 10 - 16mm d 10 - 16mm d REMARKS 250 DIMENSION (mm) B H 450 REBARS TOP BOTTOM 3 - 20mm d 1@ 50mm, 5 @ 100mm, 2 - 16mm d STIRRUPS (10 mmd) 3 - 16mm d 6 - 16mm d B-1 300 400 3 - 16mm d 2 - 16mm d 3 - 16mm d 6 - 16mm d 250 450 3 - 16mm d 2 - 16mm d 3 - 16mm d 6 - 16mm d RB-1 DESIGNATION SLAB S1 RC SLAB SCHEDULE 10mm d @ 0.20m bent up THK (mm) 100 REMARKS REINFORCEMENT alternately @ L/4 on both direction TWO-WAY 100 S-2 ONE-WAY 10mm d @ 0.10m cont. bar with 10mm temperature bar @ 0.40m 200 300 2 - 16mm d 2 - 16mm d 2 - 16mm d 3 - 16mm d SHEET NO. : OWNER: PROJECT TITLE: LOCATION: CONFORME: DESIGN AND CADD BY: NO. REVISIONS: CKD. DATE PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: 7 CHECKED BY: PRC NO.: PLACE : PTR NO.: DATE: TIN NO.: ENGINEER: ARCHITECT: COLUMN, FOOTING, BEAM AND SLAB SCHEDULE DNTS S-1 SCALE 05 03 S-1 FOUNDATION PLAN 1:100 SI S-1 SCALE 01 1:100 SI S-1 SCALE 04 1:100 SI S-1 SCALE 02 2ND FLOOR FRAMING PLAN 1@ 50mm, 5 @ 100mm, 1@ 50mm, 5 @ 100mm, MIDSPAN MIDSPAN MIDSPAN SUPPORT C-2 & CF-1 FTG - RB 300 400 8 - 16mm d 1@ 50mm, 5 @ 100mm, 3 @ 150mm rest @ 200mm on center FTG - RB 3 @ 150mm rest @ 200mm on center 1@ 50mm, 5 @ 100mm, 3 @ 150mm rest @ 200mm on center 3 @ 150mm rest @ 200mm on center 3 @ 150mm rest @ 200mm on center SUPPORT SUPPORT MIDSPAN SUPPORT FTG - RB 1@ 50mm, 5 @ 100mm, 3 @ 150mm rest @ 200mm on center (elev 0+0.50) Slab on Compacted Fill (elev 0+0.30) Slab on Compacted Fill FTB-1 ROOF FRAMING PLAN C-2 300 400 6 - 16mm d F3 8 - 16 d 1200 1500 550 10 - 16mm d 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 C2-F2 CF-1 C2-F2 C2-F2 C2-F2 FTB-1 WF-1 FTB-1 WF-1 FTB-1 ALL CONCRETE SLAB ON FILL SHALL BE REINFORCED WITH 10mm d TEMP BARS (elev 0+0.30) Slab on Compacted Fill (elev 0+0.50) Slab on Compacted Fill (elev 0+0.50) Slab on Compacted Fill (elev 0+0.50) Slab on Compacted Fill (elev 0+0.50) Slab on Compacted Fill (elev 0+0.50) Slab on Compacted Fill FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 FTB-1 CF-1 C1-F1 C1-F1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 S-1 S-1 S-1 S-2 S-2 S-2 S-1 S-1 S-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RB RB RB RB RB RB B-1 B-1 B-1 RB RB RB RB RB RB RB RB RB RB RB RB RB COMPACTED FILL T&B T&B MASTERS BEDROOM BEDROOM KITCHEN BEDROOM SEE TRUSS DETAIL 5 5 5 5 5 TRUSS-2 TRUSS-1 TRUSS-1 TRUSS-3 TRUSS-4 TRUSS-4 VALLEY GUTTER TRUSS-2 TRUSS-5 TRUSS-5 VALLEY GUTTER 75 MM d DOWNSPOUT GA # 26 S TYPE GUTTER 2L 4.5 X 50 L BAR (TOP CHORD) 2L 4.5 X 50 L BAR (KING POST) 2L 4.5 X 50 L BAR (BOTTOM CHORD) PURLINS - LC 100 X 50 X 18 18 C 1.0 @300 MM OC 2L 4.5 X 38 L BAR (WEB MEMBERS) SAGROD - 10 MM d PRB @ MID SPAN GA # 26 PRE-PAINTED LONGSPAN GI SHEET GA # 26 PRE-PAINTED GI SHEET RIDGE ROLL 5 5 5 5 5 T-1 5 5 5 5 5 5 5 5 5 5 5 T-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HPT-1 5 5 5 5 5 5 5 5 5 HPT-2 5 5 5 5 5 5 5 5 HPT-3 5 5 5 5 5 5 5 HT-1 5 5 5 5 5 5 5 HT-3 5 5 5 5 5 5 5 HT-4 5 5 5 5 5 5 HT-6 5 5 5 5 5 HT-5 5 5 5 5 5 HT-2 1:100 M S-1 SCALE 01 TRUSS DIAGRAM SEPTIC TANK USE: 1.5 WATER DEPTH EFFLUENT CB CB CB CB CB CB CB CB CB CB CB CB TO PUBLIC UTILITY TO PUBLIC UTILITY KS KS KS LAV WC FD LAV WC FD PLUMBING NOTES: IMMEDIATELY IF ANY DISCREPANCY FOUND THEREIN. & SHALL BE WITH PROPER APPROVAL OF THE ARCHITECT ALL FIXTURES MUST BE VENTED UNLESS INDICATED OTHERWISE ELEVATION OF ALL OF ALL EXISTING PIPES & STRUCTURES COORDINATE W/ DRAWINGS & OTHER RELATED SPECIFICATIONS, THE ARCHITECT SHALL BE OF THE PHILIPPINES PLUMBING CODE & THE RULES OF REGULATIONS OF THE GOVERNMENT ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING WITH THE RQMTS. PIPES SHALL BE INDICATED ANY RELOCATION RQMTS. FOR PROPER EXECUTION OF OTHER TRADE ALL SLOPES FOR HORIZONTAL BRANCHES SHALL MAINTAIN 2% MINIMUM UNLESS NOTED OTHERWISE PROPOSED SANITARY UTILITIES SHALL CONFORM WITH THE ACTUAL LOCATION, DEPTH & INVERT 1:100 SI P-1 SCALE 01 1:100 SI P-1 SCALE 01 LEGEND AND SYMBOLS ISOMETRIC VIEW G.FLOOR PLUMBING LAYOUT S.FLOOR PLUMBING LAYOUT S. FLR LIGHTING LAYOUT G. FLR POWER LAYOUT S. FLR POWER LAYOUT SCALE 1:100 SI E-1 01 SCALE 1:100 SI E-1 01 SCALE 1:100 SI E-1 01 PROPOSED TWO-STOREY RESIDENTIAL BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA MR. EDUARD BARRIENTOS & MS. RODELYN BARRIENTOS PROPOSED TWO-STOREY RESIDENTIAL BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA MR. EDUARD BARRIENTOS & MS. RODELYN BARRIENTOS PROPOSED TWO-STOREY RESIDENTIAL BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA MR. EDUARD BARRIENTOS & MS. RODELYN BARRIENTOS PROPOSED TWO-STOREY RESIDENTIAL BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA MR. EDUARD BARRIENTOS & MS. RODELYN BARRIENTOS PROPOSED TWO-STOREY RESIDENTIAL BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA MR. EDUARD BARRIENTOS & MS. RODELYN BARRIENTOS LOAD SCHEDULED & COMPUTATION ELECTRICAL NOTES LEGEND &SYMBOLS DNTS PROPOSED TWO-STOREY RESIDENTIAL BRGY. SAN RICARDO, TALAVERA, NUEVA ECIJA MS. RODELYN BARRIENTOS BRIDGE TO RIZAL/PANTABANGAN TO CABANATUAN CITY TO DIMASALANG BAGONG SIKAT ROAD TO MINABUYOC TO PULA SITE SAN RICARDO SRNHS CHAPPEL GAS STATION Reg. Cert. no.: \fArial|b0|i1|c0|p34;Date: ADDITIONAL INFORMATION AFTER DATE OF VERIFICATION CHIEF, REGIONAL SURVEYS DIVISION DATE 19 \fArial|b0|i1|c0|p34; I certify that this survey plan is verified and found to conform with survey returns / records on file in this office. THIS PLAN SHALL NOT BE USED FOR LAND REGISTRATION. Department of Environment and Natural Resources PURPOSE Lot/s O.R. No. Paid Under VERIFICATION FEE Date: Corners S Date Submitted \fArial|b0|i1|c0|p34;Date: V E R I F I C A T I O N Republic of the Philippines \fArial|b0|i1|c0|p34;License no.: CONTAINING AN AREA OF RURBAN CODE: I hereby certify that this is the true and correct plottings of LOT 16, CSD-03-006779 as described on Transfer Certificate of Title No. 050-2011002758 issued by the Register of Deeds of Talavera. This certification is issued for reference purposes only. \fArial|b0|i1|c0|p34;Date prepared: ISLAND OF: PROVINCE OF: MUN./CITY OF: BARANGAY OF: N OF LOT 16, CSD-03-006779 SPS. EDWARD P. BARRIENTOS & RODELYN M. BARRIENTOS SAN RICARDO 617 SQ.M LUZON NUEVA ECIJA TALAVER 1:150 C E R T I F I C A T I O N GEODETIC ENGINEER SITUATED IN THE BEARING: TRUE PPCS-PTM/PRS 92: SCALE ZONE NO: AS PREPARED FOR PLAN N 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROPERTY LINE R O A D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROPERTY LINE R O A D BRIDGE TO CABANATUAN CITY BAGONG SIKAT ROAD SRNHS CHAPPEL GAS STATION SITE SAN RICARDO TO RIZAL/PANTABANGAN TO DIMASALANG TO MINABUYOC TO PULA LOT 15 LOT 19 ROAD LOT 3 ROAD LOT 17 LOT-16, CSD-03-006779 LINE BEARING 1 2 2 3 3 4 4 5 S16°56'W, 16.44 m. N68°51'W, 30.31 m. N73°16'W, 11.66 m. N16°04'E, 13.59 m. 5 1 S73°42'E, 41.98 m. AREA = 615 SQ.M TIE LINE FROM MBM NO. 26 TALAVERA CAD. S24°36'W, 304.65 m. NGL

Language	English
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, architecture, aufenthalt, autocad, casa, chalet, detached house, DETAIL, dwelling unit, DWG, electrical, floor, haus, home, house, includes, logement, maison, residên, residence, structural, unidade de moradia, villa, wohnung, wohnung einheit