Project Of Residence To Floor DWG Full Project for AutoCAD

This plan is a complete system Including architectural plan; Structural Plan; Electric plane; Water supply and other detailed parts of the project

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

trash bin, open below, open above, open below, pantry, open below, pantry, open below, pantry, open below, pantry, open below, open above, i”, i””, i”’, b””’, b””, b”’, i”, i””, i”’, b””’, b””, b”’, open below, ledge, section, plan, section, plan, section, section, plan, section, plan, section, section, plaster white latex paint, i”, b””’, b””, b”’, i”, i””, i”’, b””’, b””, b”’, i”, i””, i”’, efg, efg, hjkl, hjkl, mdp, abc, abc, mdp, mdp, ran, ref, ran, ref, ran, ref, lav, vstr, lav, vstr, lav, lav, title, content, no., ranjul builders inc., wise man builds his house on the, by:, engineer:, tele fax: cell no.:, blk. lot metrogate village san agustin, dasmarinas cavite, republic of the philippines, department of public works and highways, line and grade, office of the building official, land use and zoning, architectural, structural, sanitary, electrical, mechanical, table of contents, architectural, site development map, structural, plan fence detail, of doors windows section section plan ceiling plan, electrical, electrical notes lighting layout power layout schedule of loads single line diagram, plumbing, plumbing notes water supply layout waste and storm drain layout detail of septic tank isometric diagrams, title, content, no., by:, engineer:, as shown, notes plan framing plan truss diagram, scale: nts, scale: nts, vicinity map, scale: nts, site development plan, details details wall footing detail beam detail, title, content, no., by:, engineer:, as shown, ptr no., prc no., date issued:, single storey residence, scale: nts, vicinity map, all electrical works herein shall be executed in accordance wth the last edition of the philippine electrical code the new electrical engineering law laws and ordinances of the local government unit and rules and regulation of the local electrical poiwer unit company. all wiring must be rigid steel conduit for exposed main service line and unplastecized polyvinyl chloride rigid for buried underground conduit main service line flexible polyvinyl chloride with acceptable durability for load side lines. panel boards and overcurrent protection enclosures shall be for indeoor use and nema for outdoor use unless otherwise specified. all wiring installation shall be conceiled from view. power service shall be v. single phase. unless otherwise indicated branch circuit conductior shall not be smaller than solid medium tw volts insulation. no branch circuit conductor shall be loaded more than of its its rated amphacity. boxes shall be pressed steel with required thickness in conformance with the latest edition of pec. mounting heights of panel and devices are as follows: floor finish to center of a. wall switches b. wall c.o c.panel board d. kilowatt hour meter conduit raceways shall be adequately supported as required in the latest edition of the pec. distribution panel shall be readily that no obstacles should block access to the panel. the installation shall be directly supervised by duly license electrical practitioner in conformance with ra, electrical general notes, line service connecting point., refer to technical specifications for the detailed, material and equipme

Raw text data extracted from CAD file:

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-448183.1490918724 -448183.1490918724 B B D C \A1;3736 \A1;3423 \A1;1518 \A1;4166 \A1;1518 \A1;2981 \A1;3671 \A1;21453 \A1;222 \A1;224 \A1;1769 \A1;2506 \A1;601 \A1;1826 \A1;2187 \A1;2983 \A1;1086 \A1;1908 \A1;2067 \A1;1728 \A1;3023 \A1;19656 OPEN ABOVE OPEN ABOVE OPEN ABOVE OPEN ABOVE B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B1 B1 B1 B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B1 B1 B1 B1 A C D E F G J H I I’ I” I”” I”’ B””’ B”” B”’ B B’ -497784.5847757853 -497784.5847757852 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 1 1′ 1” 1”’ 1”’ 2 3 4 5 6 1 1′ 1” 1”’ 1”’ 2 3 4 5 6 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 -497784.5847757853 A C D E F G J H I I’ I” I”” I”’ B””’ B”” B”’ B B’ OPEN BELOW LEDGE C1 F1 C1 F1 \A1;250 \A1;VERIFY \A1;250 \A1;VERIFY \A1;1200 \A1;250 \A1;VERIFY \A1;1200 \A1;1200 \A1;200 \A1;350 \A1;1200 \A1;250 \A1;250 \A1;1200 \A1;1200 \A1;200 \A1;350 C1/F1 SECTION PLAN C2/F1 SECTION PLAN PLAN C3/F2 SECTION 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 238431.8783125638 \A1;250 \A1;VERIFY \A1;250 \A1;VERIFY \A1;1200 \A1;250 \A1;VERIFY \A1;1200 \A1;1200 \A1;200 \A1;350 \A1;1200 \A1;250 \A1;250 \A1;200 \A1;400 \A1;200 \A1;400 \A1;200 \A1;400 \A1;200 \A1;400 \A1;200 \A1;400 \A1;200 \A1;200 \A1;250 \A1;400 \A1;150 \A1;150 \A1;400 \A1;250 \A1;200 \A1;300 \A1;200 \A1;300 \A1;150 \A1;300 \A1;150 \A1;300 \A1;1200 \A1;1200 \A1;200 \A1;350 C1/F1 SECTION PLAN C2/F1 SECTION PLAN PLAN C3/F2 SECTION WF-1 SECTION 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 @SUPPORT MID-SPAN @SUPPORT @SUPPORT MID-SPAN MID-SPAN @SUPPORT MID-SPAN 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 245713.9322317005 A-1 1 A-1 2 A B PLASTER FINISHED, WHITE LATEX PAINT A C D E F G J H I I’ I” B””’ B”” B”’ B B’ A C D G J H I I’ I” I”” I”’ B””’ B”” B”’ B B’ 1 1′ 1” 1”’ 1”’ 2 3 4 5 6 1 1′ 1” 1”’ 1”” 2 3 4 5 6 J H I I’ I” I”” I”’ 7 7 1 1′ 1” 1”’ 1”” 2 3 4 5 6 S ab S cd S ab S cd S efg S efg S ab S ab S ab S ab S ab S ab S HJKL S HJKL e f g b b a c d g f e d 1 1 1 1 MDP MDP 3 3 H J K L M N M N L K J H S MN S MN a b b c d d S ABC S 1 S ABC S 1 1 1 MDP GPB-2B MDP GPB-1B RAN REF REF RAN RAN REF RAN REF 2 3 4 2 4 3 4 3 2 2 3 4 4 4 WC LAV FD VSTR KS FD WC LAV KS CO CO KS VSTR FD WC LAV FD WC LAV KS \A1;PROJECT TITLE \A1;COMPANY \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. RANJUL BUILDERS INC. “A WISE MAN BUILDS HIS HOUSE ON THE ROCK” \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: TELE FAX: 046-484-8707 / CELL NO.: 09209478620 BLK. 75 LOT 31 METROGATE VILLAGE SAN AGUSTIN 1 DASMARINAS CITY, CAVITE \A1;ADDRESS: \W9.63531; REPUBLIC OF THE \W7.13531; PHILIPPINES \W4.59107; DEPARTMENT OF PUBLIC WORKS \W6.75458; AND HIGHWAYS \W5.27255; LINE AND GRADE \W6.00494; Office of the building Official \W7.23826; city/municipality \W4.96392; LAND USE AND ZONING \W5.37307; ARCHITECTURAL \W6.83119; STRUCTURAL \W8.35438; SANITARY \W7.30026; ELECTRICAL \W6.95490; MECHANICAL \W6.13276; TABLE OF \W5.76871; CONTENTS \W8.44413; ARCHITECTURAL \W2.26814; \A1;PERSPECTIVE, SITE DEVELOPMENT PLAN, \W2.26814; \A1;VICINITY MAP \W9.37436; A1 \W8.45619; STRUCTURAL \A1;A1 \W9.41283; \A1;FLOOR PLAN \W9.43002; \A1;ELEVATIONS \W9.38214; \A1;TYPICAL FENCE DETAIL \W8.46144; \A1;SCHEDULE OF DOORS & WINDOWS \W8.26636; \A1;CROSS SECTION \W8.93046; \A1;LONGITUDINAL SECTION \W9.74832; \A1;ROOF PLAN \W8.02518; \A1;REFLECTED CEILING PLAN \W9.25709; A2 \W9.25000; A3 \W9.50258; ELECTRICAL \W7.26464; ELECTRICAL NOTES \W7.78182; LIGHTING LAYOUT \W8.34582; POWER LAYOUT \W6.75132; SCHEDULE OF LOADS \W9.84799; SINGLE LINE DIAGRAM \W9.30348; E1 \W5.58312; PLUMBING \W7.83208; PLUMBING NOTES \W8.92853; WATER SUPPLY LAYOUT \W8.16376; WASTE AND STORM DRAIN LAYOUT \W8.95366; DETAIL OF SEPTIC TANK \W9.73523; ISOMETRIC DIAGRAMS \W9.30477; P1 \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \W9.33312; S1 \W9.21585; S2 \W9.22492; \A1;CONSTRUCTION NOTES \W7.51421; \A1;FOUNDATION PLAN \W6.81661; \A1;ROOF FRAMING PLAN \W6.80095; \A1;SCHEMATIC TRUSS DIAGRAM SCALE: NTS P E R S P E C T I V E SCALE: NTS VICINITY MAP SCALE: NTS SITE DEVELOPMENT PLAN \W7.94849; \A1;COLUMN DETAILS \W8.83380; \A1;BEAM DETAILS \W5.48394; \A1;TYP.CHB WALL FOOTING DETAIL \W9.88149; \A1;TYPICAL BEAM DETAIL \A1;ADDRESS: \A1;LOCATION: \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \A1;E1 PTR NO. PRC NO. DATE ISSUED: T I N : SINGLE STOREY RESIDENCE SCALE: NTS VICINITY MAP \A1;ADDRESS: \A1;LOCATION: 1. ALL ELECTRICAL WORKS HEREIN SHALL BE EXECUTED IN ACCORDANCE WTH \W5.15464; THE LAST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC), THE NEW \W5.15464; ELECTRICAL ENGINEERING LAW (RA 7920) LAWS AND ORDINANCES OF THE \W5.15464; LOCAL GOVERNMENT UNIT AND RULES AND REGULATION OF THE LOCAL \W5.15464; ELECTRICAL POIWER UNIT COMPANY. 2. ALL WIRING MUST BE RIGID STEEL CONDUIT (RSC) FOR EXPOSED MAIN SERVICE \W5.15464; LINE AND UNPLASTECIZED POLYVINYL CHLORIDE RIGID (uPVC) FOR BURIED \W5.15464; UNDERGROUND CONDUIT MAIN SERVICE LINE FLEXIBLE POLYVINYL CHLORIDE (PVC) \W5.15464; WITH ACCEPTABLE DURABILITY FOR LOAD SIDE LINES. 3. PANEL BOARDS AND OVERCURRENT PROTECTION ENCLOSURES SHALL BE NEMA-1 \W5.15464; FOR INDEOOR USE AND NEMA -3R FOR OUTDOOR USE UNLESS OTHERWISE SPECIFIED. 4. ALL WIRING INSTALLATION SHALL BE CONCEILED FROM VIEW. 5. POWER SERVICE SHALL BE 230 V. 60Hz 3-WIRE SINGLE PHASE. 6. UNLESS OTHERWISE INDICATED BRANCH CIRCUIT CONDUCTIOR SHALL NOT BE \W5.15464; SMALLER THAN 1.6mmØ, SOLID COPPER, MEDIUM DRAWN, TW TYPE, 600 VOLTS \W5.15464; INSULATION. 7. NO BRANCH CIRCUIT CONDUCTOR SHALL BE LOADED MORE THAN 80% OF ITS \W5.15464; ITS RATED AMPHACITY. 8. BOXES SHALL BE PRESSED STEEL WITH REQUIRED THICKNESS IN CONFORMANCE \W5.15464; WITH THE LATEST EDITION OF PEC. 9. MOUNTING HEIGHTS OF PANEL AND DEVICES ARE AS FOLLOWS: (from floor finish to \W5.15464; center of unit) \W5.15464; A. WALL SWITCHES 1400mm \W5.15464; B. WALL C.O 300mm \W5.15464; C.PANEL BOARD 1850mm \W5.15464; D. KILOWATT HOUR METER 1850mm 10. CONDUIT RACEWAYS SHALL BE ADEQUATELY SUPPORTED AS REQUIRED IN THE LATEST \W5.15464; EDITION OF THE PEC. 11. DISTRIBUTION PANEL SHALL BE READILY ACCESSIBLE, THAT NO OBSTACLES SHOULD \W5.15464; BLOCK ACCESS TO THE PANEL. 12. THE INSTALLATION SHALL BE DIRECTLY SUPERVISED BY A DULY LICENSE ELECTRICAL \W5.15464; PRACTITIONER IN CONFORMANCE WITH RA 7290. ELECTRICAL GENERAL NOTES line service connecting point. 10. Refer to technical specifications for the detailed material and equipment specifications. decision is final. required for the proper execution of other trades shall 4. Proposed sanitary utilities shall conform to the actual location, depth, and invert elevation of existing pipes ad 3. All pipes shall be installed as indicated. Any relocation 7. All fixtures shall be vented, unless otherwise noted. 5. The Contractor shall be responsible for all required 6. All slopes for horizontal drainage shall maintain 2% as 9. The Contractor shall verify all existing site utilities and thorough manner known to the trade and to the 8. The work shall be executed in the best and most minimum, unless otherwise noted. satisfaction of the Architect/Engineer. be with prior approval of the Architect/Engineer. floor and wall openings. structures as verified by the Contractor. 1. All sanitary works herein shall be executed according to 2. Coordinate the drawing with other related drawings and specifications. The Architect/Engineer shall be notified immediately of any discrepancy found therein. His/Her the provisions of the National Plumbing Code, the National Building Code of the Philippines, and its implementing rules and regulations. coordinate the works with the sewer disposal and water- PLUMBING NOTES : \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \A1;A3 \A1;ADDRESS: \A1;1750 (DIVIDED BY 8 EQUALS) -384831.495054121 6 6 \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \A1;A2 \A1;ADDRESS: \A1;LOCATION: (4TH FLOOR) OPEN BELOW UP \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \A1;P1 SCALE: NTS DETAIL OF SEPTIC TANK SINGLE STOREY RESIDENCE PTR NO. PRC NO. DATE ISSUED: T I N : \A1;ADDRESS: \A1;LOCATION: PROPOSED TWO UNIT FOUR- STORY CIVIL ENGINEER RANELITO P. REYES PTR NO. 0859028 PRC NO. 56094 DATE ISSUED: 01/02/14 T I N : 130-824-767 SINGLE STOREY RESIDENCE MRS. PACITA RIETH AND MR. REINHARD RIETH FFL NGL \W9.47621; FLOOR FRAMING PLAN: \W9.60055; ROOF DECK \W9.88149; TYPICAL BEAM DETAIL \W9.02453; ONE WAY SLAB DETAILS \W8.89696; TWO WAY SLAB DETAILS B – 1 FTB WIDTH 400 \A1;500 \A1;2000 -442249.7406770868 -442249.7406770868 \A1;500 \A1;2000 -442249.7406770868 -442249.7406770868 LENGTH 6 – 16mm d \A1;180 \A1;250 12mmd RSB SPACE 200 mm BOTHWAYS 16mmd RSB SPACE @ 200mm BW CONCRETE BEAM TREAD RISER -61561.25329251058 -61561.25329251058 KITCHEN T & B KITCHEN 8 – 16 dRB S2 F – 1 CONSTRUCTION NOTES A. GENERAL \W4.22003; 1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS \W4.22003; OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET \W4.22003; SPECIAL CONDITIONS. \W4.34924; 2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL \W4.34924; STEEL, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL SUBMITTED FOR \W4.34924; ENGINEER’S APPROVAL BEFORE FABRICATION. \W4.37453; 3. CONTRACTOR SHALL VERIFY ALL DIMENSION BEFORE ALL WORKS IS TO BEGIN, \W4.37453; CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPES \W4.37453; SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE. \W4.49250; 4. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGS \W4.49250; AND BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING \W4.49250; CONSTRUCTION. B. CONCRETE AND REINFORCEMENTS \W4.22003; 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING \W4.22003; CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318) \W4.34924; 2. ALL CONCRETE SHALL DEVELOP A MINIMUM OF COMPRESSIVE STRENGTH AT THE \W4.34924; END OF TWENTY-EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE \W4.34924; AGGREGATE AND SLUMP AS FOLLOWS: \W4.37462; 3. ALL REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 FOR DIA.16 AND \W4.37462; LARGER BARS AND GRADE 40 FOR DIA.12 AND SMALLER BARS. \W4.49259; 4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE \W4.49259; DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO, UNLESS \W4.49259; OTHERWISE SHOWN OR NOTED. \W4.37743; 5. MAINTAIN MINIMUM CONCRETE COVER FOR REIN FORCING STEEL AS FOLLOWS: \W9.03856; SUSPENDED SLAB 3/4” (19mm) \W9.03856; SLAB ON GRADE 1 ½” (38mm) \W9.06103; WALLS ABOVE GRADE 1” (25mm) \W9.06103; WHERE CONCRETE IS EXPOSED TO EARTH \W8.82227; BUT POURED AGAINST FORMS 2” (50mm) \W9.06103; WHERE CONCRETE IS DEPOSITED \W8.82227; DIRECTLY AGAINST EARTH 3” (75mm) \W9.19305; \W4.36619; 6. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN \W4.36619; ACCORDANCE TO TABLE 1 (TABLE LAP SPLICE AND ANCHORAGE LENGTH) UNLESS \W4.36619; OTHERWISE SHOWN ON THE DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER \W4.36619; POSSIBLE. \W4.38304; 7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY \W4.38304; POSITIONED AND SECURED IN PLACE PRIOR TO PLACING CONCRETE. \W4.41956; 8. CONTRACTOR SHALL NOTE AND PROVIDE ALL THE MISCELLANEOUS CURBS, SILLS, \W4.41956; STOOLS, EQUIPMENTS, AND MECHANICAL BASES THAT RE REQUIRED BY THE \W4.41956; ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. \W4.41956; 9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7) CONSECUTIVE \W4.41956; DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, \W4.41956; CURING COMPOUNDS OR OTHER APPROVED METHODS. LOCATION 28 DAYS STRENGTH MAX. SIZE AGGREGATES MAX. SLUMP CURBS AND ON GRADE FOUNDATION AND RETAINING WALL COLUMN BEAMS, SLABS AND STAIRS 3000 PSI 3000PSI 3000PSI 3000PSI 1 IN. (25mm) ¾ IN. (19mm) ¾ IN. (19mm) ¾ IN. (19mm) 4 IN. (100mm) 4 IN. (100mm) 4 IN. (100mm) 4 IN. (100mm) \W4.22011; 10. STRIPPING OF FORMS AND SHORES: \W8.82223; FOUNDATION 24 hrs \W9.03853; SUSPENDED SLAB EXCEPT WHEN \W9.11718; ADDITIONAL LOADS ARE IMPOSED 8 Days \W9.06100; WALL 18 hrs \W8.82223; BEAMS 14 Days C. FOUNDATION \W4.22011; 1. FOUNDATION SHALL REST ON NATURAL SOIL. UNLESS OTHERWISE NOTED BY THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL. RDB – 1 SMN FD CB CB 2F KS LAV WC LAV SHO WC LAV SHO KS LAV WC SHO LAV SHO WC LAV KS LAV WC LAV SHO WC LAV SHO KS LAV WC SHO LAV SHO WC LAV KS LAV WC LAV SHO WC LAV KS LAV WC LAV SHO WC LAV SHO W GV MS W GV MS W GV MS W GV MS W GV MS W GV MS W GV MS W GV MS GF 3F MAIN WATER LINE MAIN WATER LINE W GV MS W GV MS DECK 2F 2F 3F 3F W GV MS W GV MS GF DECK 2F 2F 3F F OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW UP UP T & B T & B OPEN BELOW OPEN BELOW LEDGE OPEN BELOW LEDGE LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE UP UP OPEN BELOW UP OPEN BELOW LEDGE LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE UP OPEN BELOW OPEN BELOW LEDGE LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE UP UP OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW UP UP (4TH FLOOR) ST ST SOIL STACK TO SECOND FLOOR SOIL STACK TO SECOND FLOOR ST T O M A I N S E W E R L I N E OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW UP CB CB CB CB CB CB CB CB CB CB CB TO MAIN DRAINAGE CB LINE TO MAIN DRAINAGE LINE OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW UP FD FD FD FD FD FD FD FD FD FD FD FD 100MM 100dmm FD FD FD OPEN BELOW OPEN BELOW LEDGE LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE OPEN BELOW LEDGE UP UP MRS. AIDA & MR TEOFILO MONDIGUING PROPERTY LINE MASTER’S BR. KITCHEN T & B PR ROOF PLAN \A1;1000 \A1;2100 \A1;2100 \A1;2100 \A1;700 \A1;2100 \A1;1800 D 1 \A1;2000 \A1;1200 \A1;900 \A1;1200 \A1;900 \A1;1600 \A1;800 \A1;800 \A1;600 \A1;600 \A1;1300 \A1;1500 SLIDING WINDOW ALUMINUM FRAMED GLASS \A1;1200 \A1;1200 \A1;900 1 W 2 W 4 W 5 W 3 W \A1;300 \A1;3000 \A1;3000 \A1;300 \A1;300 \A1;3000 \A1;2192 \A1;3000 \A1;2192 \A1;300 FFL NGL APEX TOP OF BEAM -146512.220038308 -146512.220038308 -146512.220038308 \A1;300 \A1;3000 \A1;2192 TOP OF BEAM \A1;5492 \A1;5492 \A1;4000 \A1;4000 \A1;4000 \A1;1600 \A1;1000 \A1;600 \A1;1600 \A1;2400 \A1;2400 \A1;2100 \A1;2800 \A1;3650 \A1;300 \A1;3000 \A1;5492 \A1;300 \A1;3000 \A1;5492 \A1;6000 \A1;2500 \A1;2000 \A1;5000 \A1;4000 \A1;4000 \A1;7640 \A1;3000 \A1;4000 \A1;3000 \A1;2000 \A1;2800 \A1;3650 \A1;2700 \A1;2000 \A1;5000 \A1;2000 \A1;4000 \A1;1000 \A1;6430 MASTER’S BED TV DINING KITCHEN LIVING T&B PR STO RECEIVING GUEST RM WM SW CARPORT B -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 -169132.2615301175 D 1 D 2 D 3 D 3 D 3 D 4 D 4 D 4 1 W 2 W 2 W 3 W 3 W 5 W 4 W 4 W 5 W 5 W \A1;8000 \A1;5000 \A1;10000 \A1;13000 \A1;4000 \A1;4000 \A1;5050 \A1;2475 \A1;2475 \A1;5000 \A1;5000 \A1;10850 \A1;2150 \A1;175 \A1;175 \A1;300 \A1;300 \A1;1000 \A1;1000 \A1;300 \A1;150 \A1;1000 \A1;1000 \A1;150 \A1;300 \A1;250 \A1;250 \A1;300 \A1;175 \A1;175 \A1;300 \A1;300 \A1;175 \A1;175 \A1;300 RIGHT ELEVATION SCALE 1:100MTS \A1;6000 \A1;2500 \A1;2000 \A1;2000 \A1;8000 \A1;5000 \A1;4000 \A1;4000 \A1;7640 \A1;3000 \A1;4000 \A1;3000 \A1;2000 \A1;2800 \A1;3650 \A1;2700 \A1;2000 \A1;5000 \A1;2000 \A1;4000 \A1;1000 \A1;6430 MASTER’S BED TV DINING KITCHEN LIVING T&B PR STO RECEIVING GUEST RM WM SW CARPORT A B -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 -150414.3729744222 D 1 D 2 D 3 D 3 D 3 D 4 D 4 D 4 1 W 2 W 2 W 3 W 3 W 5 W 4 W 4 W 5 W 5 W PROPERTY LINE A B C D E 3 5 1 2 4 DETAIL OF SEPTIC TANK \A1;2500 \A1;2000 \A1;8000 \A1;5000 \A1;4000 \A1;4000 \A1;7640 \A1;6100 \A1;3950 \A1;3000 \A1;2800 \A1;3650 \A1;2700 \A1;5000 \A1;2000 \A1;4000 \A1;1000 \A1;6430 \A1;1900 \A1;1050 \A1;1950 FLOOR PLAN SCALE 1:00MTS -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 -146157.313142407 A B C D E 3 5 1 2 4 MASTER’S BED DINING KITCHEN LIVING PR STO RECEIVING GUEST RM WM CARPORT D 1 D 2 D 3 D 3 D 3 D 4 D 4 1 W 2 W 2 W 3 W 5 W 4 W 5 W PROPERTY LINE TV D 3 T&B WIC D 4 5 W A B -146157.313142407 -146157.313142407 -146157.313142407 D 4 SHO 3 W 2 W WM W GV MS MAIN WATER LINE WC WC F SHO LAV LAV HB LAV F F \A1;1500 \A1;1500 \A1;2332 \A1;7000 \A1;2332 \A1;2332 \A1;4900 \A1;3000 \A1;300 \A1;1200 \A1;10000 \A1;5517 \A1;1958 \A1;1958 \A1;1958 \A1;2500 \A1;2000 \A1;8000 \A1;5000 \A1;4000 \A1;4000 \A1;7640 \A1;6100 \A1;3950 \A1;3000 \A1;2800 \A1;3650 \A1;2700 \A1;5000 \A1;2000 \A1;4000 \A1;1000 \A1;6430 \A1;1900 \A1;1050 \A1;1950 FLOOR PLAN SCALE 1:00MTS -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 -146157.3129143951 A B C D E 3 5 1 2 4 MASTER’S BED DINING KITCHEN LIVING PR STO RECEIVING GUEST RM WM CARPORT D 1 D 2 D 3 D 3 D 3 D 4 D 4 1 W 2 W 2 W 3 W 5 W 4 W 5 W PROPERTY LINE TV D 3 T&B WIC D 4 5 W A B -146157.3129143951 -146157.3129143951 -146157.3129143951 D 4 SHO 3 W 2 W PAINTED WITH LATEX PAINT PAINTED WITH LATEX PAINT \A1;7850 \A1;12700 \A1;3925 \A1;3925 \A1;2844 \A1;3016 \A1;2100 \A1;1850 \A1;2650 \A1;2571 \A1;2625 ST TO MAIN SEWER LINE WM CB KS CB CB CB TO MAIN DRAINAGE LINE TO MAIN DRAINAGE LINE CB CB FD FD WC LAV LAV FD WC 1 wp 5 SW W NW SE E NE S N WATER SUPPLY LAYOUT SCALE 1:100MTS WATER SUPPLY LAYOUT SCALE 1:100MTS PTR NO. 0859028 PRC NO. 56094 DATE ISSUED: 01/02/14 T I N : 130-824-767 SINGLE STOREY RESIDENCE BLOCK – 4, LOT – 29, PHASE 4, TIERRA NEVADA, GENERAL TRIAS, CAVITE MRS. PACITA RIETH MR. REINHARD RIETH \A1;2332 \A1;10000 \A1;5517 \A1;800 \A1;800 \A1;2332 \A1;10000 \A1;5517 \A1;1958 \A1;1200 \A1;1500 \A1;1500 \A1;1500 \A1;1500 \A1;1200 \A1;7000 \A1;2332 \A1;2332 \A1;2890 EAGLE RIDGE GOLF AND RESIDENTIAL ESTATE THE SITE \A1;4900 TOTAL LOADS IN VA = 10,980 Watts \W5.15464; AMPERAGE = 10,980 Watts/ 230 Volts \W5.15464; = 47.74Amps \A1;600 \A1;900 \A1;1500 PROPERTY LINE SITE DEVELOPMENT PLAN SCALE 1:00MTS \A1;BLOCK 7 LOTS 22 & 24 EAGLE RIDGE GOLF AND RESIDENTIAL ESTATE, JAVALERA, GEN. TRIAS, CAVITE \A1;ADDRESS: \A1;6000 \A1;1700 \A1;8086 \A1;4000 \A1;4000 \A1;2500 \A1;4000 \A1;3000 \A1;2800 \A1;3650 \A1;4000 \A1;2700 \A1;2000 \A1;8000 \A1;1900 \A1;5000 \A1;1000 \A1;2000 \A1;3000 \A1;6430 \A1;1000 \A1;2000 PROPERTY LINE \A1;2100 \A1;3000 \A1;7640 \A1;4000 \A1;4000 \A1;2500 \A1;4000 \A1;3000 \A1;2800 \A1;3650 \A1;4000 \A1;2700 \A1;2000 \A1;8000 \A1;5000 \A1;2000 \A1;5000 \A1;1000 \A1;6000 \A1;1700 \A1;2000 \A1;3000 \A1;7026 \A1;1000 \A1;2000 \A1;ADDRESS: BLOCK – 7 LOT – 38 EAGLE RIDGE GOLF AND RESIDENTIAL ESTATE, TRACTORA/JAVALERA,GEN. TRIAS,CAVITE BLOCK – 4 LOT – 29, PH. 4 TIERRA NEVADA, GEN. TRIAS CAVITE \A1;LOCATION: PROPERTY LINE KITCHEN PR WIC T&B LIVING, DINING & KITCHEN PVC DOOR D PANEL DOOR D FFL 000 5 5 5 5 5 PANEL DOOR D 5 5 D 1 2 3 4 SLIDING DOOR ONE (1) ONE (1) THREE (3) FOUR (4) 5 5 FFL 000 5 5 5 5 5 5 5 5 5 5 1 W 2 W 5 W 6 W ONE (1) TWO (2) THREE (2) TWO (2) SCHEDULE OF DOORS & WINDOWS SCALE: 1: 75 MTS 5 5 5 TWO (2) 3 W FRONT ELEVATION REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION SCALE 1:100MTS SCALE 1:100MTS SCALE 1:100MTS SCALE 1:100MTS CROSS SECTION A SCALE 1:100MTS LONGITUDINAL SECTION B SCALE 1:100MTS ROOF PLAN SCALE 1:00MTS SITE DEVELOPMENT PLAN SCALE 1:00MTS FFL NGL APEX TOP OF BEAM 5 5 FFL NGL APEX TOP OF BEAM 5 5 FFL NGL APEX TOP OF BEAM 5 5 5 FFL NGL APEX TOP OF BEAM 5 5 5 SEE TRUSS DETAIL SEE TRUSS DETAIL 5 5 REFLECTED CEILING PLAN SCALE NTS TOOL JOINT FINISH STEEL BARS TOOL JOINT FINISH 4″ CHB 5 5 5 5 5 5 5 5 5 5 5 5 TYPICAL FENCE FFL NGL APEX TOP OF BEAM 5 5 5 FFL NGL APEX TOP OF BEAM 5 5 5 (LAPPED OR WELDED) AT SUPPORTS FOR BOTTOM BARS, AND AT MIDSPAN FOR TOP BARS. 4. SLAB’S CLEAR CONCRETE COVERING FOR TOP AND BOTTOM BARS SHALL NOT BE GREATER STRUCTURAL ENGINEER, STRAIGHT CONTINUOUS BARS IN SLABS MAY BE SPLICED 3. BARS SHALL BE SPLICED ONLY WHERE INDICATED ON DETAILS OR AS APPROVED BY THE 1. IN TWO – WAY SLABS, THE BARS ALONG THE SHORT SPAN BE AT THE LOWER LAYER FOR DETAILED OR NOTED DUE TO THE CONTINUITY OF BARS FROM ADJOINING SPANS. DIFFERENT, THE SMALLER SPACING SHALL BE FOLLOWED OR ADAPTED ON BOTH SLAB PANELS AT THAT COMMON SUPPORT. 2. IF THE TOP REINFORCEMENT OVER A COMMON SUPPORT OF TWO ADJACENT SPANS ARE THE SHORTER SPAN SHALL HAVE THE BIGGER EFFECTIVE DEPTH , UNLESS OTHERWISE BOTTOM BARS, AND AT THE UPPER LAYER FOR TOP BARS SO THAT THE BARS ALONG NOTES FOR SLABS : PLAN SCALE NTS SECTION SCALE 1:50MTS C1 F1 DETAILS PLAN SCALE NTS SECTION SCALE 1:50MTS SC DETAILS @ SUPPORT @ MID-SPAN @ SUPPORT @ MID-SPAN 5 175 175 5 5 175 175 5 2-12mmd TOP BARS 2-12mmd BOTTOM BARS 2-12mmd TOP BARS 2-12mmd BOTTOM BARS 2-12mmd TOP BARS 2-12mmd BOTTOM BARS 2-12mmd TOP BARS 2-12mmd BOTTOM BARS BEAM DETAILS SCALE NTS BEAM 1 BEAM 2 @ SUPPORT @ MID-SPAN 2-12mmd TOP BARS 2-12mmd WEB BARS 2-12mmd BOTTOM BARS 2-12mmd TOP BARS 2-12mmd WEB BARS 2-12mmd BOTTOM BARS 175 175 5 5 ROOF BEAM TYPICAL BEAM DETAIL SCALE NTS TIES: 9mmd 1@50, 6@100 REST @ 200mm O.C. TIES: 9mmd 1@50, 6@100 REST @ 200mm O.C. TIES: 9mmd 1@50, 6@100 REST @ 200mm O.C. 5 5 5 5 5 5 5 5 5 5 9mmd LATERAL TIES SPACED 1@50, 7@100, REST @ 200mm O.C. 9mmd LATERAL TIES SPACED 1@50, 7@100, REST @ 200mm O.C. 5 – 12mmd RSB BOTH WAYS 5 – 12mmd RSB BOTH WAYS @ SUPPORT MID-SPAN TYP. CHB WALL FOOTING DETAIL 4″ CHB (INTERIOR WALL) 5″ CHB (EXTERIOR WALL) d 10 mm VERT. BAR @ EVERY 600 mm O.C. 9mm d @ 0.30m O.C. TRANSVERSE BARS WF-1 3-10mm d LONGITUDINAL BARS N.G.L. d 9 mm HORIZONTAL BAR @ EVERY 3 LAYER OF CHB N.G.L. N.G.L. T-1 T-1 T-1 T-2 T-2 T-2 T-2 T-3 T-3 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 3 1 2 4 1. GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS SHALL APPLY TO ALL DRAWINGS \W5.15464; UNLESS OTHERWISE SHOWN OR NOTED. 2. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY \W5.15464; THROUGHOUT FOR SIMILAR CONDITIONS. MODIFY TYPICAL DETAILS AS REQUIRED TO \W5.15464; MEET SPECIAL CONDITIONS, 3. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SHALL NOTIFY THE ENGINEER/ \W5.15464; ARCHITECT OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK \W5.15464; OR DURING CONSTRUCTION. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND \W5.15464; BRACING OF THE STRUCTURE FOR ALL LOADS THAT MAY BE IMPOSED DURING CONSTRU- \W5.15464; CTION. 5. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST APPLICABLE STAN- \W5.15464; DARDS OR SPECIFICATIONS, ALL WORKS SHALL CONFORM WITH THE BEST PRACTICE PRE- \W5.15464; VAILING IN THE VARIOUS TRADES. 6. INSPECTION – ALL CONSTRUCTION AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION, \W5.15464; EXAMINATION AND TESTING BY THE ENGINEER SHALL HAVE THE RIGHT TO REJECT DEFEC- \W5.15464; TIVE MATERIALS AND WORKMANSHIP OR REQUIRE ITS CORRECTION. 7. UNLESS SPECIFICALLY DETAILED ELSEWHERE CONTRACTORE SHALL FOLLOW TYPICAL \W5.15464; DETAILS AS SHOWN IN THESE DRAWINGS. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COORDINATION OF THE WORK AMONG \W5.15464; THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTAL- \W5.15464; LATION OF ALL WORK WITHIN THE AVAILABLE SPACE. 9. DO NOT SCALE DRAWINGS, CALLED – OUT DIMENSIONS AND STANDARD CODE REQUIRE- \W5.15464; MENTS SHALL GOVERN OVER UNSCALED DRAWINGS. 10. SPECIAL NOTE: DIMENSIONS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE COOR- \W5.15464; DINATED WITH THE ARCHITECTURAL DRAWINGS, ARCHITECTURAL DRAWINGS SHALL BE \W5.15464; USED TO DEFINE DETAIL CONFIGURATIONS, ELEVATIONS, OPENINGS, JOINTS, SLOPES, ETC. 11. THE CONTRACTOR IS GIVEN THE OPTION TO UTILIZE ALTERNATIVE METHODS OF DESIGN AND \W5.15464; ALTERNATIVE METHOD OF CONSTRUCTION AS DEEMED SUITABLE PROVIDE THAT SUCH OPTION \W5.15464; IS IN CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND IS COMPLIANCE WITH \W5.15464; WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. 12. FOUNDATION IS DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 150KN/M2. CONTRACTOR \W5.15464; TO VERIFY EXISTING GROUND BEARING CAPACITY IN ABSENCE OF RELIABLE GEOTECHNICAL \W5.15464; INVESTIGATION. ANY DICREPANCY FROM THE ASSUME VALUE, CONTRACTOR TO INFORMED THE \W5.15464; ENGINEER FOR REMEDIAL MEASURE. GENERAL NOTES CEILING LINE CEILING LINE CEILING LINE CEILING LINE FOUNDATION PLAN SCALE 1:100MTS ROOF FRAMING PLAN SCALE 1:100MTS DINING LIVING 5 INLET 10mmd REINFORCING BAR @200mm OC BW 4″ THK. CHB w/ 10 mmd VERTICAL & HORIZONTAL DOWEL SPACE @ EVERY 400mm OC 10mmd REINFORCING BAR @200mm OC BW 100mm THK. CONCRETE SLAB 100 mmd PVC 5 100 mmd PVC 5 5 10mmd REINFORCING BAR @200mm OC BW 5 DETAIL OF SEPTIC TANK SCALE: 1: 100 MTS SECTION GENERAL NOTES 1. ALL SANITARY WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE PROVISIONS OF THE LATEST EDITION OF PHILIPPINE PLUMBING CODE AND THE RULES AND REGULATION 2. COORDINATE THE DRAWING WITH OTHER RALATED DRAWINGS AND SPECIFICATION. THE ENGINEER SHALL NOTIFIED IMMEDIATELY 3. PIPE SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT 4. PROPOSED SANITARY UTILITIES SHALL CONFORM THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING 5. ALL SLOPE FOR HORIZONTAL BRANCHES ( SEWER ) SHALL MAINTAIN 1 % AS MINIMUM UNLESS NOTED OTHERWISE 6. ALL FIXTURE SHALL BE VENTED, UNLESS OTHERWISE INDICATED. 7. AIR CHAMBER: ALL INDIVIDUAL BRANCHES TO FIXTURE OR GROUP OF FIXTURE AND/OR EQUIPTMENT SHALL BE PROVIDED WITH AIR CHAMBER CAPPED VERTICAL PIPE EXTENSION OF DIMENSION OR APPROVED EQUAL 9. ALL MAIN VENT STACK SHALL BE uPVC PIPE SERIES 1000 BY 10. ALL CIRCUIT VENT SHALL BE uPVC PIPE SERIES 1000 BY 11. ALL DOWN SPOUT SHALL BE uPVC PIPE SERIES 100 BY EMERALD 12. ALL COLD WATER LINES SHALL BE POLYPROPYLENE PIPE OF LOCAL GOVERNMENT. OF ANY DISCREPANCY FOUND THEREIN. AND ENGINEER PIPES STRUCTURE. AS IN DETAIL. 8. ALL SEWER LINE SHALL BE uPVC PIPE SERIES 1000 BY EMERALD EMERALD OR APPROVED EQUAL EMERALD OR APPROVED EQUAL OR APPROVED EQUAL SHED. 40 OR APPROVED TYPE 5 5 5 5 SCHEMATIC TRUSS DIAGRAM SCALE: 1:100mts \A1;TRUSS-1 \A1;TRUSS-2 5 5 5 \A1;TRUSS-3 5 5 5 \A1;NOTE: USE: 1 – 2″ X 2″ X \S1/4;” L THK FOR TOP AND BOTTOM CHORDS USE: 1 – 2″ X 2″ X \S3#16;” L THK FOR WEB MEMBERS USE: 2 X 3 X 1.0 MM C – PURLINS SPACED AT 600MM OC 10mm ROUND BAR IN BETWEEN TRUSSES WATER SUPPLY LAYOUT SCALE 1:100MTS ISOMETRIC DIAGRAM SCALE 1:100MTS ST TO MAIN SEWER LINE WASTE AND STORM DRAIN LAYOUT SCALE 1:100MTS CB KS CB CB CB TO MAIN DRAINAGE LINE TO MAIN DRAINAGE LINE CB CB FD FD WC LAV WM WM LEGEND: STORM DRAIN SOIL PIPE WATER CLOSET LAVATORY SHOWER HEAD WATER SHUT OFF GATE VALVE FLOOR DRAIN CLEAN OUT LAV SH FD CO WC WATER LINE KITCHEN SINK LAUNDRY SINK LS KS W WATER METER SEPTIC TANK ST CATCH BASIN CB F FAUCET LEGEND: STORM DRAIN SOIL PIPE WATER CLOSET LAVATORY SHOWER HEAD WATER SHUT OFF GATE VALVE FLOOR DRAIN CLEAN OUT LAV SH FD CO WC WATER LINE KITCHEN SINK LAUNDRY SINK LS KS W WATER METER SEPTIC TANK ST CATCH BASIN CB F FAUCET ISOMETRIC DIAGRAM SCALE 1:100MTS WATER SUPPLY WASTE AND STORM DRAIN 1. ALL ELECTRICAL WORKS HEREIN SHALL BE EXECUTED IN ACCORDANCE WTH \W5.15464; THE LAST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC), THE NEW \W5.15464; ELECTRICAL ENGINEERING LAW (RA 7920) LAWS AND ORDINANCES OF THE \W5.15464; LOCAL GOVERNMENT UNIT AND RULES AND REGULATION OF THE LOCAL \W5.15464; ELECTRICAL POIWER UNIT COMPANY. 2. ALL WIRING MUST BE RIGID STEEL CONDUIT (RSC) FOR EXPOSED MAIN SERVICE \W5.15464; LINE AND UNPLASTECIZED POLYVINYL CHLORIDE RIGID (uPVC) FOR BURIED \W5.15464; UNDERGROUND CONDUIT MAIN SERVICE LINE FLEXIBLE POLYVINYL CHLORIDE (PVC) \W5.15464; WITH ACCEPTABLE DURABILITY FOR LOAD SIDE LINES. 3. PANEL BOARDS AND OVERCURRENT PROTECTION ENCLOSURES SHALL BE NEMA-1 \W5.15464; FOR INDEOOR USE AND NEMA -3R FOR OUTDOOR USE UNLESS OTHERWISE SPECIFIED. 4. ALL WIRING INSTALLATION SHALL BE CONCEILED FROM VIEW. 5. POWER SERVICE SHALL BE 230 V. 60Hz 3-WIRE SINGLE PHASE. 6. UNLESS OTHERWISE INDICATED BRANCH CIRCUIT CONDUCTIOR SHALL NOT BE \W5.15464; SMALLER THAN 1.6mmØ, SOLID COPPER, MEDIUM DRAWN, TW TYPE, 600 VOLTS \W5.15464; INSULATION. 7. NO BRANCH CIRCUIT CONDUCTOR SHALL BE LOADED MORE THAN 80% OF ITS \W5.15464; ITS RATED AMPHACITY. 8. BOXES SHALL BE PRESSED STEEL WITH REQUIRED THICKNESS IN CONFORMANCE \W5.15464; WITH THE LATEST EDITION OF PEC. 9. MOUNTING HEIGHTS OF PANEL AND DEVICES ARE AS FOLLOWS: (from floor finish to \W5.15464; center of unit) \W5.15464; A. WALL SWITCHES 1400mm \W5.15464; B. WALL C.O 300mm \W5.15464; C.PANEL BOARD 1850mm \W5.15464; D. KILOWATT HOUR METER 1850mm 10. CONDUIT RACEWAYS SHALL BE ADEQUATELY SUPPORTED AS REQUIRED IN THE LATEST \W5.15464; EDITION OF THE PEC. 11. DISTRIBUTION PANEL SHALL BE READILY ACCESSIBLE, THAT NO OBSTACLES SHOULD \W5.15464; BLOCK ACCESS TO THE PANEL. 12. THE INSTALLATION SHALL BE DIRECTLY SUPERVISED BY A DULY LICENSE ELECTRICAL \W5.15464; PRACTITIONER IN CONFORMANCE WITH RA 7290. GENERAL ELECTRICAL NOTES TILE ROOF (DECOSTONE) -TILE SPANISH GUTTER PAINTED WITH LATEX PAINT CONCRETE MOULDING SPANISH GUTTER TILE ROOF SPANISH GUTTER TILE ROOF SPANISH GUTTER TILE ROOF CONCRETE MOULDING CONCRETE MOULDING PAINTED WITH LATEX PAINT PAINTED WITH LATEX PAINT FLOOR PLAN SCALE 1:00MTS WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 WF-1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 SC C2 F1 A B C D E 3 1 2 4 5 5 5 5 5 5 5 5 5 5 5 LAV FD WC W GV MS MAIN WATER LINE WC LAV HB KS F F LAV WC SHO HB HOSE BIBB HB HOSE BIBB DUPLEX CONVENIENCE OUTLET REFRIGERATOR OUTLET RANGE OUTLET WEATHER PROOF OUTLET MAIN SWITCH DISTRIBUTION PANEL BOARD PINLIGHT SINGLE SWITCH 2 GANG SWITCH ELECTRICAL SYMBOLS : S S 1 ab COMPACT FLOURESCENT LAMP ref ran dbp wp CIRCULAR FLOURESCENT TUBE FLOURESCENT TUBE CIRCUIT HOMERUN TRIPLEX CONVENIENCE OUTLET ct COUNTERTOP OUTLET CIRCUIT BREAKER M ELECTRIC METER SERVICE ENTRANCE CIRCUIT LINE AIRCONDITIONER OUTLET ac PENDANT LAMP 3 GANG SWITCH S abc WM W GV MS MAIN WATER LINE WC LAV HB KS F F LAV WC SHO ST TO MAIN SEWER LINE WM CB KS CB CB CB TO MAIN DRAINAGE LINE TO MAIN DRAINAGE LINE CB CB FD WC LAV LAV FD WC WM ref wp ac ct wp dbp 4 5 7 6 60AT \W5.93219; 2P 15AT.2P 1 2 8 7 5 3 4 6 LIGHTING CON. OUTLET FRIDGE AC. OUTLET 15AT.2P 20AT.2P 30AT.2P 15AT.2P 20AT.2P 20AT.2P 20AT.2P GROUND LIGHTING GROUND BUS M 2-8.0mm² THHN Cu. WIRE 1-5.5mm\H1.0833x;² THHN Cu.WIRE IN 25mmØ PVC PIPE \W1.26057; KILOWATT-HOUR \W5.02655; METER 2-8.0mm² THHN Cu. WIRE 1-5.5mm\H1.0833x;² THHN Cu.WIRE IN 25mmØ PVC PIPE SERVICE ENTRANCE 230V, 60HZ,1Ø SCALE NTS SINGLE LINE DIAGRAM CON. OUTLET CIRCUIT DESCRIPTION 1 2 SCHEDULE OF LOADS 3 4 5 6 7 LIGHTING LIGHTING LIGHTING SPARE FRIDGE \W6.86021; NO. OF \W4.82284; OUTLETS 5 10 1 1 LOADS VOLTS 230 230 230 230 230 230 230 500 AMPERE 2.17 4.35 AT 15 15 15 20 MINIMUM SIZE OF WIRE AND CONDUIT ø 2-2.00mm² THHN Cu. WIRE IN 15mmØ PVC PIPE TOTALS 1000 1500 1500 1000 AF P 60 60 60 60 2 2 2 2 2-2.00mm² THHN Cu. WIRE IN 15mmØ PVC PIPE 2-2.00mm² THHN Cu. WIRE IN 15mmØ PVC PIPE 6.52 20 60 2 60 2 60 2 60 2 6.52 30 2-3.50mm² THHN Cu.WIRE IN 15mmØ PVC PIPE 2-3.50mm² THHN Cu.WIRE IN 15mmØ PVC PIPE 2-5.50mm² THHN Cu.WIRE IN 15mmØ PVC PIPE 4.35 20 20 6 AC. OUTLET 1000 1000 4.35 4.35 10 6 8500 36.96 8 CON. OUTLET CON. OUTLET 2-3.50mm² THHN Cu.WIRE IN 15mmØ PVC PIPE – 1000 230 4.35 SCALE NTS VICINITY MAP SCALE NTS SCALE NTS LIGHTING LAYOUT SCALE NTS POWER LAYOUT PLAN WATER SUPPLY LAYOUT SCALE 1:100MTS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;TRUSS-1 \A1;TRUSS-2 5 5 \A1;TRUSS-3 5 5 1′ CB CB 1′ 1 X 1 TUBULAR PLAIN SHEET 5 FD SPARE WM dbp S ab a b b S 1 S 1 S cd c f 1 2 S 1 S ghi g h S 1 i i i i i i 3 d d e e S ef WM DROPPED CEILING DEPTH = 150 mm LENGTH = 140 mm wp LIGHTING TOTAL LOADS = 8,500 Watts \W5.15464; AMPERAGE = 8,500 Watts/ 230 Volts \W5.15464; = 36.96 Amps USE: 2-8.0mm² THHN CU. WIRE 1-5.5mm² THHN CU. WIRE IN 25mmØ PVC PIPE 5 5 5 ONE (1) 4 W PROPERTY LINE PROPERTY LINE PROPERTY LINE McDO TO GEN. TRIAS TO DASMA TO AMADEO WALTERMART METROPOLIS GREENS METROSOUTH TO TRECE EAGLE RIDGE GOLF AND RESIDENTIAL ESTATE Gate THE SITE McDO TO GEN. TRIAS TO DASMA TO AMADEO WALTERMART METROPOLIS GREENS METROSOUTH TO TRECE EAGLE RIDGE GOLF AND RESIDENTIAL ESTATE Gate THE SITE 4 EQUAL PARTITIONS 6 EQUAL PARTITIONS 8 EQUAL PARTITIONS 6 EQUAL PARTITIONS 5 EQUAL PARTITIONS 4 EQUAL PARTITIONS FD FD 6-12mmd VERTICAL BARS 6-12mmd VERTICAL BARS \A1;2350 \A1;2350 \A1;2350 \A1;2350 d d e e SC SC PROPERTY LINE B 5 5 5 5 5 5 5 5 5 5 2000 5 5 5 5 A B C D E 3 1 2 4 DINING KITCHEN LIVING PR STO RECEIVING GUEST RM WM CARPORT D 1 D 2 D 3 D 3 D 4 D 4 1 W 2 W 2 W 6 W 5 W 6 W T&B 5 MASTER’S BED TV 3 W 3 W SHO D 3 WIC 4 W 5 W 5 5 A D 4 1′ 5 5 5 5 5 5 B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 3 1 2 4 DINING KITCHEN LIVING PR STO RECEIVING GUEST RM WM CARPORT D 1 D 2 D 3 D 3 D 4 D 4 1 W 2 W 2 W 6 W 5 W 6 W T&B 5 MASTER’S BED TV 3 W 3 W SHO D 3 WIC 4 W 5 W 5 5 A D 4 1′ PROPERTY LINE 5 5 5 5 \A1;200 \A1;400 SLIDING WINDOW ALUMINUM 6 mm FRAMED GLASS ANODIZED w/ CLEAR GLASS SLIDING WINDOW ALUMINUM 6 mm FRAMED GLASS ANODIZED w/ CLEAR GLASS SLIDING WINDOW ALUMINUM 6 mm FRAMED GLASS ANODIZED w/ CLEAR GLASS SLIDING WINDOW ALUMINUM 6 mm FRAMED GLASS ANODIZED w/ CLEAR GLASS SLIDING WINDOW ALUMINUM 6 mm FRAMED GLASS ANODIZED w/ CLEAR GLASS SLIDING WINDOW ALUMINUM 6 mmFRAMED GLASS ANODIZED w/ CLEAR GLASS \A1;900 AC PROPERTY LINE PAINTED WITH LATEX PAINT AC \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \A1;S1 \A1;PROJECT TITLE \A1;OWNER \A1;SHEET CONTENT \A1;CADD BY : \A1;SHEET NO. \A1;DATE: \A1;CHECKED BY: \A1;DESIGNED BY: \A1;DATE: ENGINEER: AS SHOWN \A1;S2 CONSTRUCTION NOTES A. GENERAL \W4.22001; 1.CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE \W4.22001; SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS. \W4.34922; 2.SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEEL, \W4.34922; MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL SUBMITTED FOR ENGINEER’S \W4.34922; APPROVAL BEFORE FABRICATION. \W4.37450; 3.CONTRACTOR SHALL VERIFY ALL DIMENSION BEFORE ALL WORKS IS TO BEGIN, CHECK WITH \W4.37450; MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPES SLEEVES, ETC. TO BE \W4.37450; EMBEDDED IN CONCRETE. \W4.49248; 4.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGS AND \W4.49248; BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING \W4.49248; CONSTRUCTION. \W3.86598; \W4.22562; B. CONCRETE AND REINFORCEMENTS \W4.22001; 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING CODE OF \W4.22001; AMERICAN CONCRETE INSTITUTE (ACI-318) \W4.34922; 2.ALL CONCRETE SHALL DEVELOP A MINIMUM OF COMPRESSIVE STRENGTH AT THE END OF \W4.34922; TWENTY-EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE AGGREGATE AND SLUMP \W4.34922; AS FOLLOWS: \W3.86598; \W3.86598; \W3.86598; \W3.86598; \W3.86598; \W3.86598; \W3.86598; \W3.86598; \W3.86598; \W4.37460; 3.ALL REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 FOR DIA.16 AND LARGER \W4.37460; BARS AND GRADE 40 FOR DIA.12 AND SMALLER BARS. \W4.49258; 4.IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING \W4.49258; REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO, UNLESS OTHERWISE SHOWN \W4.49258; OR NOTED. \W4.37741; 5.MAINTAIN MINIMUM CONCRETE COVER FOR REIN FORCING STEEL AS FOLLOWS: \W4.44202; SUSPENDED SLAB3/4” (19mm) \W4.44202; SLAB ON GRADE1 ½” (38mm) \W4.46449; WALLS ABOVE GRADE1” (25mm) \W4.46449; WHERE CONCRETE IS EXPOSED TO EARTH \W4.22572; BUT POURED AGAINST FORMS2” (50mm) \W4.46449; WHERE CONCRETE IS DEPOSITED \W4.22572; DIRECTLY AGAINST EARTH3” (75mm) \W3.86598; \W4.36617; 6.SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN ACCORDANCE \W4.36617; TO TABLE 1 (TABLE LAP SPLICE AND ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON \W4.36617; THE DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE. \W4.38303; 7.ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY POSITIONED AND \W4.38303; SECURED IN PLACE PRIOR TO PLACING CONCRETE. \W4.41954; 8.CONTRACTOR SHALL NOTE AND PROVIDE ALL THE MISCELLANEOUS CURBS, SILLS, STOOLS, \W4.41954; EQUIPMENTS, AND MECHANICAL BASES THAT RE REQUIRED BY THE ARCHITECTURAL, \W4.41954; ELECTRICAL, AND MECHANICAL DRAWINGS. \W4.41954; 9.ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7) CONSECUTIVE DAYS \W4.41954; IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING \W4.41954; COMPOUNDS OR OTHER APPROVED METHODS. \W4.22011; 10.STRIPPING OF FORMS AND SHORES: \W4.22572; FOUNDATION24 hrs \W4.44202; SUSPENDED SLAB EXCEPT WHEN \W4.52067; ADDITIONAL LOADS ARE IMPOSED8 Days \W4.46449; WALL18 hrs \W4.22572; BEAMS14 Days \W3.86598; \W4.38584; C. FOUNDATION \W4.22011; 1.FOUNDATION SHALL REST ON NATURAL SOIL. UNLESS OTHERWISE NOTED BY THE ENGINEER, \W4.22011; NO PART OF THE FOUNDATION SHALL REST ON FILL. LOCATION 28 DAYS STRENGTH MAX. SIZE AGGREGATES MAX. SLUMP CURBS AND ON GRADE FOUNDATION AND RETAINING WALL COLUMN BEAMS, SLABS AND STAIRS 3000 PSI 3000PSI 3000PSI 3000PSI 1 IN. (25mm) ¾ IN. (19mm) ¾ IN. (19mm) ¾ IN. (19mm) 4 IN. (100mm) 4 IN. (100mm) 4 IN. (100mm) 4 IN. (100mm) \A1;ADDRESS: \A1;LOCATION: \A1;ADDRESS: \A1;LOCATION: