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BARS SHALL CONSTRUCTION NOTES BE ADEQUATELY SEE WALL DEVELOPED AND 1. GENERAL SCHEDULE BENT WITHIN THE A. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL WALL BOUNDARY DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL 4-Ø16 VERT. BARS ELEMENTS DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS. 550 B. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL 550 WALLS LESS THAN SEE SHEARWALL STRUCTURAL STEEL MISCELLANEOUS IRON, PRE-CAST CONCRETE 200 mm THK. SCHEDULE ETC. SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL BEFORE FABRICATION. MAIN REINFORCEMENTS TO BE C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS CONTINUOUS (TOP & BOT. BARS) TO BEGIN, CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SLEEVES, ETC. TO BE D=FOR BEAM30 BAR DIA. 30 BAR DIA. 30 BAR Ø 50 30 BAR Ø 550 EMBEDDED IN CONCRETE. t=FOR SLAB(MIN.) (MIN.) (TYP.) D. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE (MIN.) (MIN.) ADEQUATE SHORING AND BRACING OF THE STRUCTURE FOR ALL VERIFY AT INTERSECTION LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION. DEPRESSION t/2 WALLS LESS THAN 2. CONCRETE & REINFORCEMENT t/2 200 mm THK. A. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE t LATEST BUILDING CODE OF AMERICAN CONCRETE INSTITUTE D/2 D/2 SEE WALL (ACI-318). MAIN REINFORCEMENTS SCHEDULE AT INTERSECTION B. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE 25 STRENGTH AT THE END OF TWENTY EIGHT (28) DAYS WITH 30 BAR DIA. PROVIDE 2-Ø25 SHEAR BARS EACH 550 SEE SHEARWALL BARS SHALL CORRESPONDING MAXIMUM SIZE AND AGGREGATE AND SLUMPS AS (MIN.) Ø10x1000mm LONG @ 300 O.C. SIDE IF BEAM CONSTRUCTION JOINT (TYP.) SCHEDULE BE ADEQUATELY FOLLOWS: D=FOR BEAM (PLACED AT MID-DEPTH OF SLAB IS NOT WITHIN THE MIDDLE THIRD DEVELOPED AND 2t=FOR SLAB IF THE LOCATION OF THE CONST. OF THE SPAN. AT CORNER BENT WITHIN THE JOINT IS NOT WITHIN THE MIDDLE WALL BOUNDARY S-01 BEAM/ SLAB CHANGE SOFFIT THIRD. 550 ELEMENTS 1 DETAIL (TYP.) S-01 SUSPENDED SLAB CONSTRUCTION 4-Ø16 VERT. BARS 2 JOINT DETAIL AT CORNER S-01 BEAM CONSTRUCTION S-01 WALL CONNECTION AT S-01 DEV'T HOOK FOR SHEAR RESISTING HORIZONTAL LOCATION 28 DAYS STRENGTH MAX. SIZE MAX. SLUMP 3 JOINT DETAIL 4 INTERSECTION 5 BAR INTO THE SHEARWALLS CONFINEMENT ZONES AGGREGATE 4 IN. (100MM.) 1 IN. (25 MM.) 4 IN. (100MM.) 2D (NO PIPE SLEEVE PROPOSED PIPE SLEEVE LOCATIONS SEE CONSTRUCTION NOTES CURBS & SLAB 3000 PSI (21 mPa) 4 IN. (100MM.) SHALL BE ALLOWED W/IN FOR MASONRY WALL REIN- ON GRADE 4000 PSI (28 mPa) 3/4 IN.(19 MM.) 4 IN. (100MM.) SCH. 40 G.I. PIPE SLEEVE FORCEMENTS (TYPICAL) 4000 PSI (28 mPa) 4 IN. (100MM.) THIS ZONE (TYP.)) 2 - EXTRA STIR. EA. SIDE BEAM/TIE BEAM 4000 PSI (28 mPa) 3/4 IN.(19 MM.) OF SLEEVE PEJ FOOTING/PEDESTAL DOWEL TO MATCH 3/4 IN.(19 MM.) 2D DOWEL BARS TO MATCH CHB VERT. BARS SLAB ON METAL CHB VERT. BARS DECK 1 IN. (25 MM.) FACE OF WHERE SLAB SUPPORT DEPRESSION OCCURS COLUMN/ SHEARWALL 2D 5(0T0YP.) 2 EXTRA STIRRUPS DOWEL TO MATCH LEAN CONCRETE 1000 PSI (7 mPa) TOP BARS EACH SIDE OF SLEEVE CHB VERT. BARS B TOP BARS FIN. FLR. LVL. FIN. FLR. LVL. 300 300 Ø16 EXTRA BARS NAT. GRD. LVL. (TYP.) (TYP.) 40 40 E.F. (DIAGONALS) 600 (MIN.) VARIES 30 BAR 30 BAR C. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 FOR DIA. D D/5 250 DIAMETER DIAMETER 12 AND LARGER BARS AND GRADE 40 FOR DIA. 10 AND SMALLER BARS. D/5 PIPE SLEEVE DOWELS DOWELS 30 BAR D. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD BOT. BARS S1-6 Ø 16 EXTRA BARS E.F. Ø 16 CROSS ANCHORS DIAMETER 250 250 PRACTICE DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE FACE OF - (TYPICAL) WELDED TO SLEEVE DOWELS ADHERED TO, UNLESS OTHERWISE SHOWN OR NOTED. SUPPORT STIR. AS SCHED. 3-Ø10 BOT. BARS 4d (MIN.) BOTTOM BARS 6-Ø10 BARS (AS SHOWN) E. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS L/4 L/4 Ø10 BOT. BARS FOLLOWS: L/2 NOTES: 400 @ 300 O.C. Ø10 BOT. BARS @ 300 O.C. SUSPENDED SLABS............................................ 3/4 IN. (19 MM.) LIMIT LOCATION OF PIPE SLEEVE PIPE SLEEVE MAXIMUM DIAMETER 400 SLAB ON GRADE.................................................. 1 1/2 IN. (38 MM.) IS : (LEAST GOVERNS) 1. SEEK STRUCT'L ENGINEER'S WALLS ABOVE GRADE........................................ 1 IN. (25 MM.) L APPROVAL FOR PIPE SLEEVES BEAM STIRRUPS AND COLUMN TIES................ 1 1/2 IN (38 MM.) A) 1/5 OF BEAM DEPTH W/ DIAMETERS BIGGER THAN WHERE CONCRETE IS EXPOSED LEGEND: B) 100 MM THE MAXIMUM STIPULATED. 400 TO EARTH BUT POURED AGAINST FORMS...... 2 IN. (50 MM.) WHERE CONCRETE IS DEPOSITED 1. D = DEPTH OF BEAM/GIRDER 2. PIPE SLEEVES SHALL BE DIRECTLY AGAINST EARTH................................ 3 IN. (75 MM.) 2. d = PIPE SLEEVE DIAMETER LOCATED WITHIN TENSION ZONES OF BEAM. F. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND AT EDGE / PERIMETER CHB WALL AT INTERIOR CHB WALLS AT INTERIOR WALLS WITH IN ACCORDANCE WITH TABLE 1 (TABLE OF LAP SLICE AND ANCHORAGE 3. NO PIPE SLEEVE SHALL BE SLAB ELEVATION DIFFERENCE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL BE ALLOWED AT TWICE THE STAGGERED WHENEVER POSSIBLE. BEAM DEPTH (2D) FROM THE SUPPORT. G. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED AND SECURED IN PLACE PRIOR TO PLACING OF CONCRETE. 4. NO PIPE SLEEVE SHALL BE ALLOWED AT TWICE THE H. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENTS, AND MECHANICAL BASES THAT ARE REQUIRED BY THE S-01 PIPE SLEEVE THRU BEAM DETAIL S-01 WALL FOOOTING DETAILS (WHERE APPLICABLE) ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 6 7 I. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7) RET. WALL/CHB WALL CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED 8 x 20 MM POLYURETHANE SEALANT SAW-CUT GROOVE 8MM WIDE SAW-CUT GROOVE 8MM WIDE METHODS. ON BACKER ROD x 20 MM DEEP TO BE FILLED x 65MM DEEP TO BE FILLED WITH WITH POLYURETHANE SEALANT POLYURETHANE SEALANT ON J. STRIPPING OF FORMS AND SHORES: SLAB REINF. BACKER ROD FOUNDATION............................................................. 24 HRS. SLAB REINF. SUSPENDED SLAB EXCEPT WHEN VERIFY SLAB REINF. ADDITIONAL LOADS ARE IMPOSED........................ 8 DAYS \"t\" WALLS......................................................................... 18 HRS. SEALANT W/ BACKER FLR. LVL. 20MM MIN. FLR. LVL. 20MM MIN. BEAMS......................................................................... 14 DAYS ROD ON BOTH SIDE CONC. COVER SLAB CONC. COVER COLUMN VERIFYFLR. LVL. 3. CAMBER REQUIREMENTS 12MM SEE REINF. SCHEDULE A. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS CAMBER ALL \"t\" RC BEAMS AT LEAST 10 mm. FOR EVERY 400mm. OF CLEAR SPAN EXCEPT EXTERIOR R.C WALL WITH SLAB CANTILEVERS WHICH SHALL BE 50mm. FOR EVERY 3000mm. OF CLEAR SPAN. DOWEL BAR TO MATCH SIZE AND B. UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL SPACING OF VERTICAL BARS WRAPPED 65 SLABS 8mm PER 3000mm. OF SHORTER SPAN AND 14mm. FOR EVERY 2000mm. IN FELT PAPER OR PVC PIPE 20MM MIN. OF SLABS CANTILEVER SPAN. CONC. COVER 4. FOUNDATION UNDERDRAIN (REFER TO CONSTRUCTION JOINT UNDERDRAIN (REFER TO A. THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION SANITARY CONSULTANT'S SANITARY CONSULTANT'S REPORT OF GEOTESTING WITH AN ALLOWABLE SOIL BEARING CAPACITY OF DRAWING) UNDERDRAIN (REFER TO DRAWING) _____ KPA TO BE EMBEDDED AT LEAST ____ METERS BELOW EXISTING SANITARY CONSULTANT'S GROUND SURFACE. SUBGRADE COMPACTED DRAWING) SUBGRADE COMPACTED B. FOUNDATION SHALL REST ON NATURAL SOIL. UNLESS OTHERWISE NOTED BY TO 95% OF MAXIMUM TO 95% OF MAXIMUM THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL. COMPACTED GRAVEL DRY DENSITY @ OPTIMUM COMPACTED GRAVEL SUBGRADE COMPACTED COMPACTED GRAVEL DRY DENSITY @ OPTIMUM C. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING BEDDING (TYP.) MOISTURE CONTENT (MAX. BEDDING (TYP.) TO 95% OF MAXIMUM BEDDING (TYP.) MOISTURE CONTENT (MAX. EXCAVATION HAVE BEEN COMPLETED AND RPIOR TO CONCRETING TO DEPTH OF COMPRESSED DRY DENSITY @ OPTIMUM DEPTH OF COMPRESSED CONFIRM THE DESIGN. VAPOR BARRIER FILL = (200mm PER LAYER). VAPOR BARRIER MOISTURE CONTENT (MAX. VAPOR BARRIER FILL = (200mm PER LAYER). WHEN REQUIRED WHEN REQUIRED DEPTH OF COMPRESSED WHEN REQUIRED FILL = (200mm PER LAYER). S-01 SECTION (SHOWING EXTERIOR R.C. WALL) S-01 SLAB-ON-GRADE EXPANSION S-01 SLAB-ON-GRADE CONSTRUCTION S-01 SLAB-ON-GRADE CONTRACTION 8 SUPPORT @ COLUMN 9 JOINT DETAIL 10 JOINT DETAIL 11 JOINT DETAIL S-01 TYPICAL R.C. DETAILS & CONSTRUCTION NOTES SCALE N.T.S. JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-01 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

H (CLEAR HEIGHT OF COL.) LAP SPLICE LENGTH: 400 400 Ø12x1000mm LONG DIAGONALS AT SEE TABLE OF w w WITHIN CENTER 1. AT ANY LEVEL NO MORE THAN MID-DEPTH OF SLAB AT EACH CORNER. ANCHORAGE LENGTH DOOR WINDOW HALF OF \"H\" ALTERNATE BARS SHOULD BE 1-Ø12 TOP & (TYPICAL) OPENING OPENING SPLICED. BOT. BARS 2. MIN. DISTANCE BETWEEN TWO Ø12x1000mm FOUNDATION TOP ADDITIONAL SHEAR BARS ADJACENT BAR SPLICES SHALL LONG DIAGONALS BARS AS SCHEDULED Ø25 X 1500 LONG @ 200 O.C. BE 600mm. AT MID-DEPTH (EACH DIAGONAL PAIR PER SET) OF WALL AT L 38mm. CLEAR 75 mm EACH CORNER Ø16x1500mm MAXIMUM LONG DIAGONALS L/4 1-Ø16 E.F. OF AT MID-DEPTH H 825 IN TWO WAY OPENING (TYP.) OF WALL AT THICKNESS (H) TOP BARS @ SUPPORT (CONT.) SLAB EXTEND EACH CORNER H/3 H/3 H/3 REQ'D. BOT. BARS @ SUPPORT BARS UP TO BEAM SUPPORT 1-Ø16 E.F. (TYP.) LAT. TIES 1 JT. REINF. ADDITIONAL TRIMMER BARS(SHOWN AS 1 DOTTED LINES), AT SIDES OF OPENING NOTE: EQUAL TO THE NUMBER OF BARS H TERMINATED BY THE OPENING. OMIT TRIMMER BARS WHERE OPENING IS FRAMED BY BEAMS. CONF. REINF. TIES 0.165L Ø12@100 EXTRA BOT. BARS NOTE: 225 mm WIDE x 6mm THK. 2d SPLICE @ MIDSPAN PVC WATERSTOP W/FLAT TYPE HOOPS 1. PROVIDE THESE ADDITIONAL BARS FOR ALL OPENINGS UNDERSIDE W/ FINS ON THE BOT. BARS PLUS BARS (SHOWN AS DOTTED LINES) PARALLEL TO SIDE OF OPENING FOUNDATION SIDE @ MIDSPAN EQUAL TO THE NUMBER OF INTERRUPTED BARS BY THE OPENING. FOUNDATION BOTTOM 1050 BARS AS SCHEDULED EXTRA TOP BARS 2. SEE ARCHITECTURAL & MECHANICAL PLANS FOR SLAB @ SUPPORT OPENING LOCATION. BLINDING CONCRETE (THICKNESS AS DETAILED) S-02 COLUMN LAP SPLICE AND EXT S-02 SLAB OPENING DETAIL S-02 DOOR OPENING DETAIL S-02 WINDOW OPENING DETAIL S-02 FOOTING CONSTRUCTION 1 GIRDER TO COLUMN CONNECTION DETAIL 2 3 4 5 JOINT DETAIL 600HSEALANT W/ BACKERS2-114-Ø12@1800MM LONG 6-Ø16@1500MM 10Md IN. CROSS-TIE ROD ON BOTH SIDE TOP BARS BENT DOWN LONG TOP BARS TYP. FLR WINDOW SEALANT W/ BACKER S2-10 R.C. WALL FOR SUSPENDED SLAB INTO EDGE BEAM. EXTEND FOR FLAT SLABS FOR COL. BAR SPLICES LVL OPENING ROD ON BOTH SIDE TYPICAL BARS MIN. OF 1200 (4'-0\") BOTTOM BARS SEE TABLE OF MIN. LAP 600 SPACED @150MM O.C. 350mm SPLICE LENGTH OF COL. S1-8 TYP. BOTTOM BARS 1-Ø16x1050MM MAX. REINFORCEMENT FLR. LVL SPACED @150MM O.C. 1-Ø16x1250MM H TYP. 1-Ø12x675MM 1-Ø16x1650MM FLR LVL 1-Ø12x975MM 1-Ø16x1950MM 600 1-Ø12x1275MM S1-8 1-Ø12x1575MM SEALANT W/ SEALANT W/ BACKER ROD TYP. BACKER ROD ON BOTH SIDE FLR. LVL ON BOTH SIDE BENTONITE BENTONITE STRIP STRIP D S-02 CORNER SLAB DETAIL CONF. 9 REINF. JOINT S-02 TYP. EXTERIOR R.C. WALL ELEVATION S-02 TYP. EXTERIOR R.C. WALL ELEVATION TABLE OF LAP SPLICE REINF. 7 AT WINDOW OPENING 8 D PARAMETERS CONF. REINF. MTRL psi MPa ACI 318-05 DEV'T & SPLICE LENGTH f'c 3000 20.7 COLUMN TIES AS 414 PER SCHEDULE COLUMN TIES AS PER fy 60000 276 12mm & HIGHER SCHEDULE, MAX. 10 Ø12@100 STIRRUPS SPACING= fyh 40000 40000 10mm & LOWER SPLICE TIES 6Ø BARS OR 150mm. STRUCTURAL R.C. tie Ø stirrup Ø 10 COLUMN DOWEL BAR TYP.FLR LVL fyt fyt 40000 BEAM BARØ ANCHORAGE STANDARD HOOK (mm) TENSION LAP SPLICE (mm) DOWEL BARS TO MATCH (mm) LENGTH (mm) BEAM COMP. D SIZE AND SPACING OF BENTONITE STRIP Ldh(mm) BEAM COLUMN UNIT WT. CONF. VERTICAL BARS SEE REINF. 90° 180° 135°-90° SPLICE (mm) LAP CLASS TOP BAR BOTTOM BAR (kg/m) REINF. SCHEDULE TIED SPIRAL TYP.FLR LVL CONFINING REINF. ZONE SEE REINF. 10 600 150 160 110 120~120 300 A 380 300 300 300 0.616 MAXIMUM OF BEAM SCHEDULE B 490 390 JOINT 1. CLEAR HEIGHT - 6 REINF. 2. MAX. COL. DIMENSION BENTONITE STRIP 12 710 260 200 120 130~130 350 A 680 520 520 520 0.888 3. 450mm. B 880 680 D 300 min. JOINT TOP OF FOUNDATION 16 950 350 260 130 160~160 460 A 910 700 700 700 1.579 CONF. REINF. ZONE B 1180 910 REINF. @ FOUNDATION FOUNDATION SEE DETAILS 20 1180 440 320 160 200~320 580 A 1140 870 870 870 2.466 FOOTING \"t\" ADD'L 16mmØ & REINF. B 1480 1130 CROSS TIES NOTES: SPACED @ 400 PROVIDE REBAR 25 1900 550 400 200 250~400 720 A 1780 1370 1370 1370 3.854 O.C. W/IN CHAIRS AS DEEMED B 2310 1780 1. YIELD STRESS OF HOOPS = 60/40 KSI FOOTING. NECESSARY BY 2. D = USE MAXIMUM COLUMN/SHEARWALL THE CONTRACTOR. 28 2190 620 480 260 810 A 1990 1530 1530 1530 4.833 B 2590 1990 DIMENSION, 1/6 CLEAR HEIGHT OR 18\" (450mm) WHICHEVER IS GREATER. 32 2590 700 550 290 930 A 2270 1750 1750 1750 6.313 3. NUMBER OF HOOP TIES SAME AS PER B 2950 2280 COLUMN/SHEARWALL TIES SCHEDULE. 4. ALL CONCRETE REINFORCEMENT DETAIL 36 2990 790 650 360 1040 A 2560 1970 1970 1970 7.991 SHOULD BE DONE IN ACCORDANCE WITH B 3330 2560 ACI DETAILING MANUAL 1980 PUB SP-66 NOTES: S-02 COLUMN/ SHEARWELL ELEVATION SHOWING 6 DOWELS AND TIES SPACING DETAIL S-02 COLUMN/ SHEARWALL VERTICAL BARS S-02 SECTION (SHOWING EXTERIOR R.C. WALL) 1. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE, IN TENSION OR COMPRESSION, SHALL BE THAT FOR INDIVIDUAL BARS, 10 EMBEDMENT TO FOOTING DETAIL 11 SUPPORT @ TOP & BOTTOM OF BEAM INCREASED 20% FOR THREE-BUNDLED AND 33% FOR FOUR-BUNDLED BARS. 2. FOR COLUMNS AT ANY LEVEL, NO MORE THAN ALTERNATE BARS SHOULD BE SPLICED, NOTMORE THAN 33% OF THE BARS SHALL BE SPLICED WITHIN THE REQUIRED LAP LENGTH, MINIMUM DISTANCE BETWEEN TWO ADJACENT SPLICED SHALL BE 600mm. 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 300mm DEPTH OF CONCRETE CAST BELOW REINFORCEMENT. 4. LAP SPLICE SHALL BE \"CLASS B\" TENSION LAP SPLICE IF MORE THAN ONE HALF OF THE BARS WERE SPLICED AT ANY SECTION, WHILE \"CLASS A\" TENSION LAP SPLICE IF HALF OR FEWER THAN HALF OF BARS WERE SPLICED. 5. TOP BARS SPLICE FOR BEAMS, SHOULD BE \"BEAM COMPRESSIVE SPLICE x1.3\" TYPICAL R.C. DETAILS & CONSTRUCTION NOTES S-02 N.T.S. SCALE JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-02 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

SEE NOTE 4MM THK. PL ANCHORED TO CONCRETE MASONRY & CONCRETE BLOCKS NO. 5 SLAB W/ 2-Ø10 POWDERED ACTUATED NOTES STUD OR WELDED TO BOT. OF STL. TRUSSES CHB WALL BOTTOM OF CONCRETE SLAB/ CHB WALL CHB WALL ADDITIONAL Ø10 @ 400 O.C. BEAM OR STEEL TRUSS 1. ALL CONCRETE BLOCKS MUST DEVELOP A MINIMUM COMPRESSIVE CHB VERT. REINF. (SEE CHB VERT. REINF. (SEE CHB WALL STRENGTH OF 4.50 MEGAPASCAL UNLESS OTHERWISE NOTED IN PLANS. SCHED. OF REINF.) SCHED. OF REINF.) L 64 x 64 x 4MM 2-Ø16 EXTRA BRACE @ 1200 O.C. 2. PROVIDE 1-Ø16 EXTRA VERTICAL BARS AND CORNERS, INTERSECTIONS, CHB VERT. REINF. DOWELS CHB VERT. REINF. DOWELS VERT. REINF. END OF WALLS, AND EACH SIDE OF OPENINGS AS SHOWN. (TO MATCH VERT. REINF.) (TO MATCH VERT. REINF.) CHB VERT. REINF. (SEE SCHED. OF REINF.) 3. LINTEL BEAMS OR LINTEL BLOCKS SHALL BEAR AT LEAST 8 INCHES (200 SUSPENDED SLAB SUSPENDED SLAB CHB HOR. REINF. (SEE MM.) ON EACH SIDE OF MASONRY WALL OPENING. SCHED. OF REINF.) LINE OF DEPRESSED SLAB @ 4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS: OTHER SIDE WHEN REQUIRED SEE NOTE NO.5 ADDITIONAL Ø10 1-Ø16 EXTRA VERT. BARS TOP OF CHB WALL WT 6 X 13 x 4\" LG. W/ DEP. @ 400 O.C. 100 LG. FOR 1-Ø 16 MM SLAB CHB VERT. REINF. (SEE 2 - Ø 10 X 150 LG. BOLT. SCHED. OF REINF.) ANCHOR BOLTS WALL THICKNESS VERTICAL HORIZONTAL SEE NOTE NO.5 LINTEL BLOCK 8 IN. (200 MM) REINFORCEMENT REINFORCEMENT SEE NOTE CHB HOR. REINF. (SEE CEILING LINE 2 - Ø 12 CONT. 6 IN. (150 MM) NO. 5 SCHED. OF REINF.) HORIZONTAL BARS 4 IN. (100 MM) Ø12 @ 400 MM Ø10 @ 600 MM CHB VERT. REINF. Ø10 @ 400 MM Ø10 @ 600 MM (SEE SCHEDULE FOR REINF.) Ø10 @ 400 MM Ø10 @ 600 MM S-03 WALL BASE REINFORCING AT S-03 WALL BASE REINFORCING AT S-03 WALL REINFORCING AT CORNER S-03 WALL REINFORCING AT INTERSECTION S-03 WALL TOP SUPPORT IN AREAS 5. BLOCK WALL REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 1 FLAT FLOOR 2 FLOOR WITH DEPRESSION 3 4 5 WITH DROPPED CEILINGS BAR DIAMETERS WHERE SPLICED, HORIZONTAL/ VERTICAL DOWELS FROM FOOTINGS, COLUMNS/ WALLS OR SLABS SHALL EXTEND INTO THE W=1200 MAX. W=1200 MAX. BLOCK WALL A MINIMUM OF 30 BAR DIAMETERS OR A MINIMUM OF 400 (FOR W=1200 PLUS - CONSULT STRUCTURAL ENGR.) (FOR W=1200 PLUS - CONSULT STRUCTURAL ENGR.) MM. WHICHEVER IS LONGER AND DOWELS TO MATCH VERTICAL REINFORCEMENTS OF WALL. 200 200 200 200 6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE CHB \"t\" SOLIDLY FILLED WITH CONCRETE GROUT. (REFER TO SPECIFICATIONS) 7. R.C. WALL REINFORCEMENTS, UNLESS NOTED ON PLANS, SHALL BE AS FOLLOWS: S-03 12mm GAP CONCRETE FILLER S-03 LINTEL BEAM S-03 LINTEL BEAM WALL THICKNESS VERTICAL HORIZONTAL LOCATION 8 (MIN.) PIPE A11 WITH 2-Ø12 11 WITH 2-Ø12 200 MM REINFORCEMENT REINFORCEMENT EACH FACE H CONTINUOUS CONTINUOUS 150 MM CENTER LINE PIPE SLEEVE SILL HEIGHT HDOORHORIZONTAL WINDOW 125 MM Ø10 @ 300 MM Ø10 @ 300 MM CENTER LINE REQUIRED OPENING REINFORCEMENTS OPENING HORIZONTAL 100 MM CENTER LINE REINFORCEMENTS Ø10 @ 200 MM Ø10 @ 200 MM 4MM THK. PLATE ANCHORED CONCRETE 1-Ø16 ADDITIONAL TO CONCRETE SLAB OR FILLER VERTICAL BARS 1-Ø16 Ø10 @ 250 MM Ø10 @ 250 MM STEEL TRUSS ADDITIONAL PIPE SLEEVE Ø10 @ 300 MM Ø10 @ 300 MM BRACE ANGLE 64 x 64 x 4MM REQUIRED VERTICAL BARS @ 1200 O.C. MASTIC SEALANT EACH SIDE 8. VERTICAL REINFORCING SHALL BE CONTINUOUS FROM STRUCTURAL 1-Ø16 BOLTS PIPE SLEEVE LEVEL TO STRUCTURAL LEVEL UNLESS OTHERWISE NOTED. WT 6 X 13 x 4\" LG. COMPRESSIBLE MATERIALS FLOOR LINE 9. HORIZONTAL SPACING SHALL START AND END FROM NOT MORE THAN 1 2 - Ø 10 X 150 LG. 2 ANCHOR BOLTS CHB WALL NOTE: OMIT EXTRA REINF. FOR OPENING LESS THE SCHEDULE SPACING. THAN 200 MM VERT. & 400 MM. HOR. FLOOR LINE 10. SPLICES IN HORIZONTAL REINFORCEMENTS SHALL BE STAGGERED, S-03 DOOR OPENING ELEVATION SPLICES IN TWO CURTAINS SHALL NOT OCCUR IN THE SAME LOCATION. 9 11. THIS TABLE SHALL APPLIES TO WALLS WHICH ARE ARCHITECTURALLY S-03 SECTION S-03 PIPE SLEEVE THRU WALL S-03 SECTION S-03 WINDOW OPENING ELEVATION EXPOSED TO VIEW. 6 7 8 10 12. TENSION SPLICES ARE SPLICES LOCATED ON TENSION REGION OF A PARTICULAR ELEMENT. IF THE SPLICES CAN NOT BE AVOIDED ON THIS AREA, USE TENSION SPLICE SCHEDULE FROM THE TABLE. BEAM/SLAB 400 CHB \"t\" 12 ELASTIC SEALANT BEAM/SLAB 100MM R.C. COLUMN/ POLYURETHANE BACKING 10db DRILLED DOWEL BARS W/ 10db DRILLED DOWEL BARS W/ 100 150 WC-1 2Ø12 VERT. BAR R.C. WALL CHB WALL EPOXY TO MATCH VERTICAL EPOXY TO MATCH VERTICAL REINF. IN PVC PIPE SLEEVE REINF. IN PVC PIPE SLEEVE NEXT LAYER (IF REQD) NEXT LAYER (IF REQD) 400 Ø10 TIES SPACED@ SEE NOTE OR FELT PAPER OR FELT PAPER 2Ø12 HOR. BAR 2Ø12 HOR. BAR CHB. VERT. REINF. (SEE 150 O.C TO C.L (TYP.) NO. 5 SCHED. OF REINF.) CHB WALL POLYURETHANE SEALANT Ø10 SPACED Ø10 SPACED ALTERNATELY PLACED 25MM 25MM W/ BACKER ROD @150 O.C (TYP.) @150 O.C (TYP.) (FOR 3M CMU WALL HEIGHT) CHB. VERT. REINF. (SEE ON BOTH SIDE ALTERNATELY PLACED ALTERNATELY PLACED SCHED. OF REINF.) CHB VERT. REINF. (SEE POLYURETHANE SEALANT (FOR 3M CMU WALL HEIGHT) (FOR 3M CMU WALL HEIGHT) 150MM SCHED. OF REINF.) W/ BACKER ROD INTERIOR CHB WALL 400 LINTEL BLOCK W/ 2-Ø12 ON BOTH SIDE 400 CONT. HOR. REINF. CHB HOR. REINF. (SEE SCHED. OF REINF.) CHB WALL REINF. CHB WALL REINF. 4Ø12 VERT. BARS W/1Ø10 (SEE SCHEDULE) (SEE SCHEDULE) TIES; SPACED@150 1-Ø16 EXTRA VERT. REINF. TO C.L (TYPICAL) (FOR 3M CMU WALL HEIGHT) INTERIOR CHB WALL WC-2 200 WB-1 WB-2 (MIN.) NOTE: PROVIDE STIFFENER COLUMN AT EVERY 4.0 METER MAX. SPACING S-03 SECTION S-03 WALL REINFORCING AT R.C. S-03 INTERIOR WALL SUPPORT AT BOTTOM S-03 EXTERIOR WALL SUPPORT AT S-03 TYP. CHB STIFFENER BEAM S-03 TYP. STIFFENER COLUMN 11 12 COLUMN/ WALL 13 OF SLAB/ BEAM 14 BOTT. OF BEAM OF SLAB SOFFIT 15 DETAIL 16 DET. ON CHB WALLS MISCELLANEOUS DETAILS & MASONRY DETAILS S-03 N.T.S. SCALE JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-03 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

4.63 1.63 20.25 2.53 1.50 2.00 2.63 5.35 STAIR UP F1-C1 F1-C1 A B 2.13 WF E = 0.75 M C F2-C2 WF F1-C1 STAIR D UP E 3.00 WF 4\" CONCRETE WF 6\" C.H.B WALL SLAB ON FILL F2-C2 WF E = 0.75 M F (TYPICAL) F1-C1 F1-C1 STAIR F1-C1 1.63 G (TYPICAL) WF 1.00 4.13 H STAIR WF UP 1.50 WF UP WF I WF 3.00 2.30 WF F1-C1 E = 0.75 M F2-C2 WF WF F3-C3 F2-C2 WF WF WF E = 0.75 M 16.55 F1-C1 Ø10 MM TEMP 3.13 F2-C2 BARS. @ 0.50 M STAIR O.C. UP BOTHWAYS (TYPICAL) WF F2-C2 F1-C1 F2-C2 WF F2-C2 4\" CONCRETE WF SLAB ON FILL 9.12 (TYPICAL) 6.12 F2-C2 6.00 6\" C.H.B WALL (TYPICAL) F1-C1 F1-C1 STAIR E = 0.75 M UP WF F1-C1 F1-C1 F1-C1 F1-C1 4.38 SEE COLUMN-FOOTING DETAIL 3.13 3.13 3.38 6.25 6.25 7.75 6.25 1 2 34 5 6 S-04 FOUNDATION PLAN 1 SCALE 1:75 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-04 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

1.20 8-Ø20 MM VERTICAL BARS 0.30 N16 MAIN BARS EXTENDED 6\" CONCRETE HOLLOW BLOCKS 8-Ø16 MM MATTING BARS 2-Ø12 MM @ 150 TIES N16 MAIN BARS EXTENDED THROUGH THROUGH SLAB MIN 800 1.20 0.30 EQUALLY SPACED BOTHWAYS FIN. GR. LINE SLAB MIN 800 TO FORM STARTERS W/ Ø10 MM BARS @ 3 C.H.B. TO FORM STARTERS FOR NEXT 0.30 6NOS-Ø12 FOR NEXT MAIN BARS IN WALL ABOVE MAIN BARS IN WALL ABOVE BOTHWAYS 0.30 FIN. FLOOR CLASS \"A\" CONTINUOUS CEMENT PLASTER 10 MM TEMP. BARS LINE CONCRETE FOOTING FINISH CERAMIC TILES 0.50 M O.C. BOTHWAYS WELL COMPACTED FIN. FLOOR GRANULAR FILL 6\" CONCRETE LINE FLOOR FINISH HOLLOW BLOCKS 4\" CONCRETE SLAB 0.60 4\" GRAVEL 1.00 0.75 8-Ø16 MM BARS 0.40 BOTHWAYS EARTH FILL 0.5\" DIA. BARS AT 8\" N16 STARTER BARS AT EACH MAIN BAR CTRS. EACH WAY FIN. GR. LINE 0.30 AND LAPPED MIN 800 TO 0.50 MAIN BARS HOOK ON TOP USE BRC A252 MESH FOR 3-Ø12 MM CONTINUOUS LIGHTLY LOADED FOOTING BARS Ø10 MM TRANSVERSE 0.20 COLUMNS BARS @ 0.30 M O.C. 1.20 VERT. BAR : 8-Ø20 2\" THK. GRAVEL BED TIES : 2-Ø12 @ 150 0.50 0.50 CONF. REINF. : 2-Ø12 @ 100 JOINT REINF. : 2-Ø12 @ 100 S-05 DETAILS OF WALL FOOTING S-05 DETAILS OF COLUMNS & FOOTINGS (F1-C1) 1 SCALE 1:25 MTS 2 SCALE 1:25 MTS 8-Ø20 MM VERTICAL BARS 1.00 8-Ø20 MM VERTICAL BARS 0.90 N16 MAIN BARS EXTENDED THROUGH 0.25 0.30 SLAB MIN 800 TO FORM STARTERS 1.00 0.30 7-Ø16 MM MATTING BARS 2-Ø12 MM @ 150 TIES N16 MAIN BARS EXTENDED THROUGH 0.90 0.15 5-Ø16 MM MATTING BARS 2-Ø12 MM @ 150 TIES EQUALLY SPACED BOTHWAYS FIN. GR. LINE SLAB MIN 800 TO FORM STARTERS EQUALLY SPACED BOTHWAYS FIN. GR. LINE FOR NEXT MAIN BARS IN WALL ABOVE 0.25 0.30 0.30 6NOS-Ø12 FOR NEXT MAIN BARS IN WALL ABOVE 0.15 6NOS-Ø12 FIN. FLOOR LINE FIN. FLOOR LINE WELL COMPACTED GRANULAR FILL WELL COMPACTED 7-Ø16 MM BARS GRANULAR FILL 5-Ø16 MM BARS 0.60 BOTHWAYS BOTHWAYS 1.00 0.60 N16 STARTER BARS AT EACH MAIN BAR 1.00 N16 STARTER BARS AT EACH MAIN BAR 0.40 AND LAPPED MIN 800 TO AND LAPPED MIN 800 TO MAIN BARS HOOK ON TOP 0.40 MAIN BARS HOOK ON TOP 2\" THK. GRAVEL BED 0.5\" DIA. BARS AT 8\" CTRS. EACH 2\" THK. GRAVEL BED VERT. BAR : 8-Ø20 WAY TIES : 2-Ø12 @ 150 VERT. BAR : 8-Ø20 0.5\" DIA. BARS AT CONF. REINF. : 2-Ø12 @ 100 USE BRC A252 MESH TIES : 2-Ø12 @ 150 8\" CTRS. EACH WAY JOINT REINF. : 2-Ø12 @ 100 FOR LIGHTLY CONF. REINF. : 2-Ø12 @ 100 JOINT REINF. : 2-Ø12 @ 100 USE BRC A252 MESH LOADED COLUMNS FOR LIGHTLY LOADED 0.90 COLUMNS 1.00 S-05 DETAILS OF COLUMNS & FOOTINGS (F2-C2) S-05 DETAILS OF COLUMNS & FOOTINGS (F2-C2) 3 SCALE 1:25 MTS 4 SCALE 1:25 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-05 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

1 2 34 6 7 2.63 6.25 3.63 B-1 2.13 G-1 S-1 S-2 G-1 A B-1 B 5.35 2.53 6.13 C D 5.30 G-1 S-3 G-1 S-6 G-1 Open to Below B-1 G-1 2.62 E B-1 B-1 1.50 S-4 S-8 F S-7 B-1 G-1 3.00 G S-9 16.55 G-1 I 3.13 B-1 B-1 G-1 S-10 G-1 2.00 B-1 6.00 G-1 S-5 G-1 G-1 S-11 G-1 4.13 B-1 B-1 2.13 7.75 2.13 1.00 3.13 20.25 4.13 S-06 SECOND FLOOR FRAMING PLAN 1 SCALE 1:75 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-06 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

7.50 0.70 0.30 0.73 DS 3.62 7.70 7.50 GALVANIZED STEEL HALF ROUND DS BUILDING LINE 0.54 SINGLE BEAD GUTTERS DS GALVANIZED STEEL HALF ROUND 19.32% DS 0.33 GALVANIZED STEEL HALF ROUND SINGLE BEAD GUTTERS 8.22 SINGLE BEAD GUTTERS 12.00 GA 26 STEEL TILE LONGSPAN PREPAINTED ROOFING SYSTEM GA 26 STEEL TILE LONGSPAN PREPAINTED ROOFING SYSTEM GA 26 STEEL TILE LONGSPAN PREPAINTED ROOFING SYSTEM 10.39 % DS 19.32% 14.30 0.20 DS BALCONY PORCH 6.08 0.67 DS 0.20 S-07 ROOF PLAN 1 SCALE 1:75 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-07 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

1 2 34 6 7 2.63 6.25 3.63 DS RB - 1 2.13 5.35 2.53 6.13 A B DS DS DS RB - 1 C RB - 1 D 5.30 TR-1 DS E TR-1RB - 1 RB - 1 2.62 F 16.55 G 3.13 TR-2 1.50 I DS RB - 1 3.00 RB - 1 6.00 DS RB - 1 RB - 1 2\"X4\"X3/16\" C PURLINS @ 0.30M O.C. 2.00 4.13 RB - 1 DS 4.13 2.13 7.75 2.13 1.00 3.13 20.25 S-08 ROOF FRAMING PLAN 1 SCALE 1:75 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-08 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

2-20mmØ BARS COLUMN BARS 2-36mmØ BARS @BOTTOM @BOTTOM COLUMN 4-14mmØ BARS @MIDSPAN 2-14mmØ BARS (BOTTOM) @MIDSPAN NGL B 2-20mmØ BARS 2-24mmØ BARS 2-16mmØ BARS 4-26mmØ BARS @TOP @TOP 2-14mmØ BARS A @BOTTOM @MIDSPAN(BOT) A B 2-20mmØ BARS @MIDSPAN @MIDSPAN B 2-22mmØ BARS (TOP) A 2-16mmØ BARS STIRRUPS @TOP @MIDSPAN(TOP) B STIRRUPS STIRRUPS A COLUMN BARS A B AB COLUMN COLUMN BARS COLUMN B-1 G-1 0.25 FOOTING FTB 0.25 0.40 0.20 0.20 0.25 SECTION B'B 0.25 SECTION B'B TOP BARS (CONT): 2-22mmØ TOP BARS (CONT): 4-26mmØ 0.35 SECTION A'A 0.35 SECTION B'B 0.40 SECTION A'A 0.40 EXTRA TOP BARS: none SECTION A'A 0.40 EXTRA TOP BARS: 2-20mmØ BOTTOM BARS (CONT): 2-24mmØ BOTTOM BARS (CONT): 2-36mmØ TOP BARS (CONT): 2-20mmØ TOP BARS (CONT): 2-20mmØ TOP BARS (CONT): 2-22mmØ EXTRA BOTTOM BARS: none TOP BARS (CONT): 4-26mmØ EXTRA BOTTOM BARS: 4-14mmØ EXTRA TOP BARS: 2-14mmØ EXTRA TOP BARS: 4-14mmØ EXTRA TOP BARS:2-16mmØ EXTRA TOP BARS: 2-20mmØ BOTTOM BARS (CONT): 2-20 mmØ BOTTOM BARS (CONT): 2-20mmØ BOTTOM BARS (CONT): 2-24mmØ BOTTOM BARS (CONT): 2-36mmØ EXTRA BOTTOM BARS: 2-14 mmØ EXTRA BOTTOM BARS: 4-14mmØ EXTRA BOTTOM BARS: 2-16mmØ EXTRA BOTTOM BARS: none SCHEDULE OF BEAMS NOTE: USE 10mm Ø STIRRUPS SPACED 1 @ 0.5, 4 @ 0.10, 4 @ 0.15 & REST @ 0.20 O.C TOP REINFORCING BARS BOTTOM REINFORCING BARS STIRRUPS MARK WIDTH (mm) HEIGHT (mm) CONTINUOUS MIDSPAN CONTINUOUS MIDSPAN 10 mm Ø STIRRUPS 1 @ 0.05, 4 @ 0.10, 4 @0.15, rest @0.20 m RB-1 200 300 4-16mmØ 2-16mmØ 2-12mmØ - B-1 200 350 10 mm Ø STIRRUPS 1 @ 0.05, 4 @ 0.10, 4 @0.15, G-1 250 400 2-20mmØ 2-14mmØ 2-20mmØ 2-14mmØ rest @0.20 m FTB 250 400 2-22mmØ 2-16mmØ 2-24mmØ 2-16mmØ 10 mm Ø STIRRUPS 1 @ 0.05, 4 @ 0.10, 4 @0.15, rest @0.20 m 4-26mmØ 2-20mmØ 2-36mmØ 4-14mmØ 10 mm Ø STIRRUPS 1 @ 0.05, 4 @ 0.10, 4 @0.15, rest @0.20 m S-09 SCHEDULE OF BEAM, GIRDER, AND FOOTING TIE BEAM (FTB) 1 SCALE 1:50 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-09 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

A B C 2-12mmØ BARS @BOTTOM 4-16mmØ BARS @TOP 1-16mmØ@MIDSPAN 1-16mmØ@MIDSPAN STIRRUPS A BC COLUMN BARS COLUMN 0.20 0.20 RB-1 0.20 0.20 SECTION A'A SECTION B'B 0.20 4-16mmØ 4-12mmØ TOP BARS (CONT): 2-16mmØ TOP BARS (CONT): 2-16mmØ SECTION C'C 0.30 0.30 TOP BARS (CRANK): 2-12mmØ TOP BARS (CRANK): 2-12mmØ TOP BARS (CONT): 2-16mmØ 2-16mmØ MIDSPAN TOP BARS (CRANK): 1-12mmØ 0.30 EXTRA TOP BARS: 2-12mmØ 0.30 EXTRA TOP BARS: 2-12mmØ 0.30 EXTRA TOP BARS: 2-12mmØ CONTINUOUS BOTTOM BARS (CONT): 2-16mmØ BOTTOM BARS (CONT): 2-16mmØ BOTTOM BARS (CONT): 2-16mmØ BOTTOM BARS (CRANK): 2-12mmØ EXTRA BOTTOM BARS: none BOTTOM BARS (CRANK): none BOTTOM BARS (CRANK): 1-12mmØ EXTRA BOTTOM BARS: none EXTRA BOTTOM BARS: none S-10 DETAILS OF ROOF BEAM 1 SCALE 1:25 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-10 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

DETAIL \"A\" 7.40 1.30 1.04 1.70 1.35 1.37 0.78 0.52 DETAIL \"B\" 1.56 1.35 1.35 1.44 0.26 1.35 6.73 1.35 2 mm X 4 mm C PURLINS 2- 2\" X 2\" X 1 \" TRUSS 1 SPACED @ 0.60 M.O.C. 4 GA 26 STEEL TILE LONGSPAN ANGLE BARS PREPAINTED ROOOFING SYSTEM TOP CHORD 2 mm X 4 mm C PURLINS SPACED @0.60 M.O.C. 2- 1 21\" X 1 21\" X 41\" 4- 16 MM Ø J- TYPE ANGLE BARS ANCHOR BOLTS WEB MEMBERS 4- 16 MM Ø J- TYPE ANCHOR BOLTS 2- 2\" X 2\" X 1 \" 8\" X 8\" X 41\" 4 STL. BASE PLATE ANGLE BARS KING POST SPOT DETAIL \"A\" SPOT DETAIL \"B\" 8.74 1.69 1.63 1.59 0.80 1.57 0.64 0.48 0.32 1.56 1.56 7.80 1.56 0.16 1.56 1.56 DETAIL \"A\" DETAIL \"B\" TRUSS 2 S-11 SCHEMATIC DIAGRAM OF STEEL TRUSS 1 SCALE 1:50 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-11 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

2 mm X 4 mm C PURLINS 2- 2\" X 2\" X 1 \" GA 26 STEEL TILE LONGSPAN A 307 BOLTS 12 mm Ø X 50 2'' X 4'' X 136'' THICK SPACED @ 0.60 M.O.C. 4 PREPAINTED ROOOFING mm Ø WITH NUT AND PURLINS SYSTEM WASHER ANGLE BARS 21'' Ø SAG ROD TOP CHORD 2 mm X 4 mm C PURLINS SPACED @0.60 M.O.C. 2- 2\" X 2\" X 1 \" 2- 1 21\" X 1 21\" X 41\" 4- 16 MM Ø J- TYPE 8\" X 8\" X 41\" 2'' X 2'' X 3'' LONG X 1 '' 4 ANGLE BARS ANCHOR BOLTS STL. BASE PLATE 4 WEB MEMBERS 4- 16 MM Ø J- TYPE ANCHOR BOLTS ANGLE BARS KING POST THICK PURLIN CONNECTOR 2 <S-2 21'' X 2 21'' X 41'' THICK TOP CHORDS S-12 DETAILS OF TRUSS CONNECTIONS S-12 DETAILS OF PURLIN CONNECTIONS 1 SCALE 1:50 MTS 2 SCALE 1:50 MTS 21'' Ø SAG ROD 2- 2\" X 2\" X 1 \" 2- 1 21\" X 1 21\" X 41\" 2'' X 4'' X 136'' THICK 4 ANGLE BARS PURLINS ANGLE BARS WEB MEMBERS TOP CHORD 2- 1 21\" X 1 21\" X 41\" BASE PLATE ANGLE BARS THICK LEVELING GROUT 350 mm LONG ANCHOR BOLTS WEB MEMBERS 3 '' THICK GAUSET 16 PLATE 2- 1 21\" X 1 21\" X 41\" 2 21\" X2 21\" X 41\" ANGLE BARS THICK BOTTOM WEB MEMBERS CHORDS S-12 DETAILS OF GAUSET PLATE S-12 DETAILS OF TRUSS-COLUMN CONNECTIONS 3 SCALE 1:50 MTS 4 SCALE 1:50 MTS JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-12 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

VARIES L/4 L/4 VARIES L/4 L/4 12 MM. DIA. CUT BAR @ 0.15 m. L/4 L/4 L/4 12 MM. DIA. BEND BAR @ 0.15 m. 12 MM. DIA. CUT BAR @ 0.15 M. VARIES 12 MM. DIA. BEND BAR @ 0.15 M. VARIES 12 MM. DIA. CONTINOUS BAR @ 0.15 m. 12 MM. DIA. CONTINOUS BAR @ 0.15 m. L/4 S-13 TYPICAL DETAIL OF 1 WAY SLAB S-13 TYPICAL DETAIL OF 2 WAY SLAB 1 SCALE 1:20 MTS 2 SCALE 1:20 MTS SCHEDULE OF SLAB REINFORCEMENT BAR DIA. SHORT SPAN (mm) LONG SPAN (mm) UNLESS FLOOR LEVEL SLAB MARK THICKNESS OTHERWISE REMARKS (\"t\") SPECIFIED TOP BARS BOTTOM BARS TOP BARS CONT. TOP BARS BOTTOM BARS TOP BARS CONT. A - ONE-WAY SLAB 125 DISCONT. (TBD) B - TWO-WAY SLAB 125 DISCONT. (TBD) (BB) (TBC) (BB) (TBC) 125 C - CANTILEVER SLAB 125 S-1 125 12 250 250 225 250 250 250 B S-2 125 S-3 125 12 250 250 225 250 250 250 B S-4 125 S-5 125 12 250 250 225 250 250 250 B S-6 125 S-7 125 12 250 250 225 250 250 250 B S-8 SECOND S-9 12 250 250 225 250 250 250 B FLOOR S-10 LEVEL S-11 12 300 300 225 300 300 300 A 12 300 300 225 300 300 300 A 12 250 250 225 250 250 250 B 12 250 250 225 250 250 250 B 12 300 300 225 300 300 300 A 12 250 250 225 250 250 250 B JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-13 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013

SECOND FFL 2\" X 12\" WOOD TREAD 12 DIA. @ 150 MM O.C. A 10 DIA. @ 300 MM O.C. 12 DIA. @ 300 MM O.C. 4 \" THK CONCRETE SLAB 10 DIA. @ 250 MM O.C. 12 DIA. @ 150 MM O.C. 0.25 10 DIA. @ 300 MM O.C. 0.20 12 DIA. @ 300 MM O.C. 10 DIA. @ 250 MM O.C. FFL 2\" X 12\" WOOD TREAD 0.20 10 DIA. @ 300 MM 12 DIA. @ 300 MM 100 MM THK. GRAVEL BASE 4 - 12 DIA. REBARS 4 - 12 DIA. REBARS @ 200 MM 1.50 A STAIR TOP VIEW SECTION A-A S-14 STAIR DETAIL 1:50 MTS 1 SCALE JEAN C. DE CASTRO IMPORTANT: Drawing and specifications and other contract documents duly signed , NOTE: Written dimensions on these drawings shall have PROJECT NAME: OWNER: SHEET No: stamped and sealed, as instruments of service are the intellectual property and documents of precedence over scaled dimensions. The General CIVIL ENGINEER the architect whether the object of which they are made is executed or not. It shall be Contractor/Subcontractors shall verify and be responsible for 2-STOREY RESIDENTIAL BUILDING ENGR. KIMBERLY V. GAMBOA S-14 unlawful for any person to duplicate or to make copies of said documents for use in the all dimensions and conditions on the job. This office must be PRC No. 0218578 VALIDITY: MAY 2025 repetition of and for other projects or buildings whether executed partly or in whole without immediately notified of any variation from the dimensions and BRGY. BUKAL, PADRE GARCIA, written consent of ARCHITECT or author of said documents. conditions shown by these drawings. BATANGAS 4224 BATANGAS STATE UNIVERSITY IAPOA No. 0015841 O.R No. 1852592 GCH, Brgy. Alangilan, Batangas DATE: DECEMBER 2022 PTR No. 9540541 City, Philippines 4200 PLACE: BATANGAS CITY TIN: 503-800-494-013