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Fann Portento
Fann Portento

Reviewer for Lazy Aspiring Architects Credits to the Owner

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● JNIPUFQ©2015 ● Page 1 ● CONCRETE MIXTURE PROPORTION CLASS PROPORTION CEMENT SAND GRAVEL STRENGTH MINIMUM REQUIRED ULTIMATE COMPRESSIVE STRENGTH WATER [US Gallons / 94lbs (40kg) Cement] USES 40KG (94lbs) 50KG (110lbs) CYLINDER [h=2h] CUBE [150mm X 150mm X 150mm] AAA 1 : 1 : 2 Pre-Stressed and Post-Tensioned AA 1 : 1.5 : 3 12 9.5 0.5 1 4000 2400 2800 Underwater retaining wall, shear wall and elevator core walls A 1 : 2 : 4 9 7 0.5 1 3500 2000 2400 5 Footings, pier, columns, girders, beams, joists and slabs B 1 : 2.5 : 5 7.5 6 0.5 1 3000 1600 2000 5.75 Slabs on fill and non-load bearing wall or 4” CHB C 1 : 3 : 6 6 5 0.5 1 2500 1300 1600 6.5 Concrete plant boxes and parapet walls D 1 : 3.5 : 7 5 4 0.5 1 2000 1000 1200 7 Plant boxes, footpaths, walkway and lean concrete CLASSIFICATION OF PORTLAND CEMENT Portland Cement: hydraulic cement made by burning a mixture of clay and limestone in a rotary kiln and pulverizing the resulting clinker into a very fine powder, named for its resemblance to a limestone quarried on the Isle of Portland, England. TYPE I Normal A Portland cement used for general construction, having none of the distinguishing qualities of the other types. TYPE II Moderate A Portland cement having a reduced content of tricalcium aluminate, making it more resistant to sulfates and causing it to generate less heat of hydration: used in general construction where resistance to moderate sulfate action is required or where heat buildup can be damaging, as in the construction of large piers and heavy retaining walls. TYPE III High Early Strength A very finely ground Portland cement having an increased content of tricalcium silicate, causing it to cure faster and gain strength earlier than normal Portland cement: used when the early removal of formwork is desired, or in cold-weather construction to reduce the time required for protection from low temperatures. TYPE IV Low Heat A Portland cement having a reduced content of tricalcium silicate and an increased content of dicalcium silicate, causing it; to generate less heat of hydration than normal Portland cement; used in the construction of massive concrete structures, such as gravity dams, where a large buildup in heat can be damaging. TYPE V Sulfate Resisting A Portland cement having a reduced content of tricalcium aluminate, lessening the need for gypsum, a sulfate normally added to cement to retard its setting time: used where resistance to severe sulfate action is required. Air –Entraining Portland Cement A Type I, Type II, or Type Ill Portland cement to which a small quantity of an air entraining agent has been inter-ground during manufacture; designated by the suffix A, as in Type IA, Type IIA, or Type IllA. White Portland Cement A Portland cement produced from raw materials law in iron oxide and manganese oxide, the substances that give concrete its gray color; used in precast concrete work and in the making of terrazzo, stucco, and tile grout.
● JNIPUFQ©2015 ● Page 2 ● MORTAR & PLASTER MIXTURE PROPORTION COMPUTATION FACTORS FOR CHB PLASTER CLASS PROPORTION CEMENT SAND CHB MORTAR FILL (cu.m.) MORTAR LAY (cu.m.) 1 SIDE / CHB 0.0023 40 KG 50 KG 1 SIDE / SQ.M. 0.029 A 1 : 2 18 14.5 1 4” [10x20x40] 0.0015 0.001016 REBAR WEIGHT PER METER (kg) B 1 : 3 12 9.5 1 Ø2 / 162 Ø2 x 0.00617 C 1 : 4 9 7 1 6” [15X20X40] 0.0030 0.001524 Ø REBAR (mm) D 1 : 5 7.5 6 1 # / 8 x 25.4 # x 3.125 8” [20X20X40] 0.0045 0.002032 # REBAR #CHB / M2 12.5 pieces (Ø x 8) / 25.4 MINIMUM THICKNESS OF NON-PRE-STRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE COMPUTED (members are not supporting or attached to partitions or other construction likely to be damaged by large deflections)PERMISSIBLE SUMP CONSISTENCY DESCRIPTION MAXIMUM MINIMUM DESCRIPTION SOLID ONE-WAY SLAB BEAMS / RIBBED ONE- WAY SLAB Slabs, beams, thin reinforced walls & bldg. columns 150mm (6”) 75mm (3”) Simply Supported L/20 L/16 Reinforced foundation walls and footings 125mm (5”) 50mm (2”) One End Continuous L/24 L/18.5 Plain Footings, caisson, and substructure walls 100mm (4”) 25mm (1”) Both Ends Continuous L/28 L/21 Pavements and floor laid on ground 75mm (3”) 25mm (1”) Cantilever L/10 L/8 Heavy mass construction 75mm (3”) 25mm (1”) for Fy other than 415Mpa, the values shall be multiplied by (0.4 + Fy/700) CONVERSION FACTORS 1 m2 1 m 1 ft 1 m3 1 (US) gallon 1 kg 1 lb 1 ton (RT) 1 km 1 tin 10.7639 ft2 3.2808 ft 0.3048 m 35.3147 ft3 0.003785412m3 2.205 lbs 0.4536 kg 12000 BTU 3280.8398 ft 4 gallons 1550.0031 in2 39.37 in 12.00 in 1000 L 3.785412 L 0.001 ton 0.0004536 ton 39,370.078 in 16 liters 264.1721 USG 0.13368055 ft3 64 quarts 231 in3 256 pints
FORMUL BO [T(in) x W (mult [T(in) x W (mult Boa (D Sin = Op Use Angle O = H = WEIGHT LA ARD FOOT W(in) x L(ft)] / 12 tiplied by pieces) W(in) x L(in)] / 144 tiplied by pieces) ard foot Volume D – 4)2 x L 16 SOH pposite / Hypotenuse e when no A e = Sin-1 (O/H) = H x sin Θ = O / sin Θ TWO WAY SLAB T = PERIM T = [W(2) + T OF MATERIA St Con Wa VOLUME (Cy V = πr2 (V = Area of Circle CAH Cos = Adjacent / H Use when Angle = Cos A = H x co H = A / co B THICKNESS (T) METER / 180 + L(2)] / 180 ALS teel crete ater ylinder) PYT 2 h e x Height) Hypotenuse no O s-1 (A/H) os Θ os Θ A 2- W/ L/ ● JN HAGOREAN THEO c = √a2 + b2 TOA Tan = Opposite / Adjacen Use when no H Angle = Tan-1 (O/A O = A x tan Θ A = O / tan Θ -WAY 1-WA /L >0.5 W/L < /W <2 L/W > 7850 kg / m3 2400 kg / m3 1000 kg / m3 NIPUFQ©2015 ● Page OREM nt A) AY <0.5 > 2 CUR FOO WAL PLAS COL SLA BEA GIRD ARC BAL COP ETC R.C. R.C. e 3 ● RING PERIOD PARTS OF S OTINGS Massiv Cantilev Slab Fo LLS & STERS Massiv 0.30m – Thin wa <0.30m Cantilev counte UMNS Ratio o up to 4 Ratio o From 4 BS 3 to 7ft Over 7f AMS & DERS Sides Bottom CHES Spandr Spandr Main Ar USTRADE PINGS, . Steel & PILES & POSTS Sides Bottom FOR REMOVAL STRUCTURE e Footing ver Footing ootings e walls, – 2.00m high alls m – 2.00m high ver walls, buttresses, r forts, diaphragms f Height to Least Ø f Height to Least Ø to 15 spans ft spans ms (14ft max.) rel Walls rel Arches rches & Side forms m L OF FORMS T 1 day (24 hours) 5 days (120 hour 5 days (120 hour 1 day (24 hours) Add 1 day (24 2 days (48 hours Add 1.5 days Without Loads: S 2 days (48 hours 2 days (48 hours Add 1 day (24 5 days (120 hour Add ½ day (1 7 days (168 hour Add 1 day (24 3 days (72 hours 14 days (336 ho Add 1 day (24 7 days (168 hour 14 days (336 ho 21 days (504 ho 1 day (24 hours) 3 days (72 hours 14 days (336 ho TIME REQUIRED ) rs) rs) hours) per meter s) (36 hours) per meter SAME as Thin walls s) s) to 28 days (672 hours) hours) per meter of height rs) 2 hours) per foot of span rs) to 28 days (672 hours) hours) per foot of span s) ours) to 28 days (672 hours hours) per foot span rs) ours) ours) s) ours) t s)
● JNIPUFQ©2015 ● Page 4 ● 16 DIVISIONS DIVISION 1 G GENERAL REQUIREMENTS DIVISION 2 S SITE CONSTRUCTION DIVISION 3 C CONCRETE DIVISION 4 M MASONRY DIVISION 5 M METALS DIVISION 6 W WOOD AND PLASTICS DIVISION 7 T THERMAL AND MOISTURE PROTECTION DIVISION 8 D DOORS AND WINDOWS DIVISION 9 F FINISHES DIVISION 10 S SPECIALTIES DIVISION 11 E EQUIPMENT DIVISION 12 F FURNISHINGS DIVISION 13 S SPECIAL CONSTRUCTION DIVISION 14 C CONVEYING SYSTEMS DIVISION 15 M MECHANICAL DIVISION 16 E ELECTRICAL DIVISION 1 GENERAL REQUIREMENTS 01100 Summary 01200 Price and Payment Procedures 01300 Administrative Requirements 01400 Quality Requirements 01500 Temporary Facilities and Controls 01600 Product Requirements 01700 Execution Requirements 01800 Facility Operation 01900 Facility Decommissioning DIVISION 2 SITE CONSTRUCTION 02050 Basic Site Materials and Methods 02100 Site Remediation 02200 Site Preparation 02300 Earthwork 02400 Tunneling, Boring and Jacking 16 DIVISIONS 02450 Foundation and Load-Bearing Elements 02500 Utility Services 02600 Drainage and Containment 02700 Bases, Ballasts, Pavements and Appurtenances 02800 Site Improvements and Amenities 02900 Planting 02950 Site Restoration and Rehabilitation DIVISION 3 CONCRETE 03050 Basic Concrete Materials and Methods 03100 Concrete Forms and Accessories 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete 03400 Precast Concrete 03500 Cementitious Decks and Underlayment 03600 Grouts 03700 Mass Concrete 03900 Concrete Restoration and Cleaning DIVISION 4 MASONRY 04050 Basic Masonry Materials and Methods 04200 Masonry Units 04400 Stone 04500 Refractories 04600 Corrosion-Resistant Masonry 04700 Simulated Masonry 04800 Masonry Assemblies 04900 Masonry Restoration and Cleaning DIVISION 5 METALS 05050 Basic Metal Materials and Methods 05100 Structural Metal Framing 05200 Metal Joists 05300 Metal Deck 05400 Cold-Formed Metal Framing 05500 Metal Fabrications 05600 Hydraulic Fabrications 05700 Ornamental Metal 05800 Expansion Control 05900 Metal Restoration and Cleaning DIVISION 6 WOOD AND PLASTICS 06050 Basic Wood and Plastic Materials and Methods 06100 Rough Carpentry 16 DIVISIONS 06200 Finish Carpentry 06400 Architectural Woodwork 06500 Structural Plastics 06600 Plastic Fabrications 06900 Wood and Plastic Restoration and Cleaning DIVISION 7 THERMAL AND MOISTURE PROTECTION 07050 Basic Thermal and Moisture Protection Materials and Methods 07100 Damproofing and Waterproofing 07200 Thermal Protection 07300 Shingles, Roof Tiles, and Roof Coverings 07400 Roofing and Siding Panels 07500 Membrane Roofing 07600 Flashing and Sheet Metal 07700 Roof Specialties and Accessories 07800 Fire and Smoke Protection 07900 Joint Sealers DIVISION 8 DOORS AND WINDOWS 08050 Basic Door and Window Materials and Methods 08100 Metal Doors and Frames 08200 Wood and Plastic Doors 08300 Specialty Doors 08400 Entrances and Storefronts 08500 Windows 08600 Skylights 08700 Hardware 08800 Glazing 08900 Glazed Curtain Wall DIVISION 9 FINISHES 09050 Basic Finish Materials and Methods 09100 Metal Support Assemblies 09200 Plaster and Gypsum Board 09300 Tile 09400 Terrazzo 09500 Ceilings 09600 Flooring 09700 Wall Finishes 09800 Acoustical Treatment 09900 Paints and Coatings 16 DIVISIONS DIVISION 10 SPECIALTIES 10100 Visual Display Boards 10150 Compartments and Cubicles 10200 Louvers and Vents 10240 Grilles and Screens 10250 Service Walls 10260 Wall and Corner Guards 10270 Access Flooring 10290 Pest Control 10300 Fireplaces and Stoves 10340 Manufactured Exterior Specialties 10350 Flagpoles 10400 Identification Devices 10450 Pedestrian Control Devices 10500 Lockers 10520 Fire Protection Specialties 10530 Protective Covers 10550 Postal Specialties 10600 Partitions 10670 Storage Shelving 10700 Exterior Protection 10750 Telephone Specialties 10800 Toilet, Bath, and Laundry Specialties 10880 Scales 10900 Wardrobe and Closet Specialties DIVISION 11 EQUIPMENT 11010 Maintenance Equipment 11020 Security and Vault Equipment 11030 Teller and Service Equipment 11040 Ecclesiastical Equipment 11050 Library Equipment 11060 Theater and Stage Equipment 11070 Instrumental Equipment 11080 Registration Equipment 11090 Checkroom Equipment 11100 Mercantile Equipment 11110 Commercial Laundry and Dry Cleaning Equipment 11120 Vending Equipment 11130 Audio-Visual Equipment 11140 Vehicle Service Equipment 11150 Parking Control Equipment
● JNIPUFQ©2015 ● Page 5 ● 16 DIVISIONS 11160 Loading Dock Equipment 11170 Solid Waste Handling Equipment 11190 Detention Equipment 11200 Water Supply and Treatment Equipment 11280 Hydraulic Gates and Valves 11300 Fluid Waste Treatment and Disposal Equipment 11400 Food Service Equipment 11450 Residential Equipment 11460 Unit Kitchens 11470 Darkroom Equipment 11480 Athletic, Recreational, and Therapeutic Equipment 11500 Industrial and Process Equipment 11600 Laboratory Equipment 11650 Planetarium Equipment 11660 Observatory Equipment 11680 Office Equipment 11700 Medical Equipment 11780 Mortuary Equipment 11850 Navigation Equipment 11870 Agricultural Equipment 11900 Exhibit Equipment DIVISION 12 FURNISHINGS 16 DIVISIONS 12050 Fabrics 12100 Art 12300 Manufactured Casework 12400 Furnishings and Accessories 12500 Furniture 12600 Multiple Seating 12700 Systems Furniture 12800 Interior Plants and Planters 12900 Furnishings Restoration and Repair DIVISION 13 SPECIAL CONSTRUCTION 13010 Air-Supported Structures 13020 Building Modules 13030 Special Purpose Rooms 13080 Sound, Vibration, and Seismic Control 13090 Radiation Protection 13100 Lightning Protection 13110 Cathodic Protection 13120 Pre-Engineered Structures 13150 Swimming Pools 13160 Aquariums 13165 Aquatic Park Facilities 13170 Tubs and Pools 13175 Ice Rinks 13185 Kennels and Animal Shelters 16 DIVISIONS 13190 Site-Constructed Incinerators 13200 Storage Tanks 13220 Filter Under Drains and Media 13230 Digester Covers and Appurtenances 13240 Oxygenation Systems 13260 Sludge Conditioning Systems 13280 Hazardous Material Remediation 13400 Measurement and Control Instrumentation 13500 Recording Instrumentation 13550 Transportation Control Instrumentation 13600 Solar and Wind Energy Equipment 13700 Security Access and Surveillance 13800 Building Automation and Control 13850 Detection and Alarm 13900 Fire Suppression DIVISION 14 CONVEYING SYSTEMS 14100 Dumbwaiters 14200 Elevators 14300 Escalators and Moving Walks 14400 Lifts 14500 Material Handling 14600 Hoists and Cables 14700 Turntables 16 DIVISIONS 14800 Scaffolding 14900 Transportation DIVISION 15 MECHANICAL 15050 Basic Mechanical Materials and Methods 15100 Building Service Piping 15200 Process Piping 15300 Fire Protection Piping 15400 Plumbing Fixtures and Equipment 15500 Heat-Generation Equipment 15600 Refrigeration Equipment 15700 Heating, Ventilating, and Air Conditioning Equipment 15800 Air Distribution 15900 HVAC Instrumentation and Controls 15950 Testing, Adjusting, and Balancing DIVISION 16 ELECTRICAL 16050 Basic Electrical Materials and Methods 16100 Wiring Methods 16200 Electrical Power 16300 Transmission and Distribution 16400 Low-Voltage Distribution 16500 Lighting 16700 Communications 16800 Sound and Video CLASSIFICATION OF FIRE Water DryPowder Foam CO2 Vaporizing WetChem. CLASSIFICATION OF LUMINAIRES TYPES OF MORTAR ACCORDING TO STRENGTH CLASS USE CLASS DESCRIPTION TYPE STRENGTH A Ordinary Combustible Paper, Wood, Cloth, Trash, Rubber & Plastics L Indirect 90% to 100% of the light output is directed towards the ceiling and upper walls of the room. M HIGH STRENGTH MORTAR (2500 psi / 17,238 kPa) B Flammable Liquid Oil, Grease, Gasoline, Paint, Solvents & Tar L L Semi-Indirect 60% to 90% of the light is directed upwards; 40% to 10% downwards S MEDIUM HIGH STRENGTH (1800 psi / 12,411kPa) C Electrical Equipment Wiring, Fuse Boxes, Circuit Breakers, Machinery & Electrical Appliances L L General Diffuse (Direct- Indirect) provides approximately equal distribution of light upwards and downwards N MEDIUM STRENGTH (750 psi / 5,171kPa) D Combustible Metals Magnesium, Titanium, Zirconium, Sodium, Lithium & Potassium Semi Direct 60% to 90% of light is directed downwards; while 40% to 10% is directed upwards O LOW STRENGTH Interior non-load bearing walls and partitions K/F Combustible Cooking Kitchen fires involving large amounts of heated grease L L L L Direct 90% - 100% of the light output is directed downwards K VERY LOW STRENGTH Interior non-load bearing walls permitted by NBCP
● JNIPUFQ©2015 ● Page 6 ● BRANDS OF BUILDING MATERIALS (PHILIPPINES) MECHANICAL (AC) ELECTRICAL PLUMBING ROOFING FLOORING (LAMINATED) WATER PROOFING GLASS INSULATION PANEL  ALENALREE  CARRIER  CONDURA  COOLMASTER  DAIKIN  FEDDERS  FUJITSU  GREE  IDEC  IWATA  KELVINATOR  KOLIN  KOPPEL  LG COLLINS  MC QUAY  MITSUBISHI  MIDEA  NATIONAL  SAMSUNG  SANYO  SHARP  SUPER COOL  SUPREME  TRANE  UNI-AIR  WHIRLPOOL  ATLANTA (uPVC Moulding)  CHORUS LUX  CLIPSAL (Lights)  COLUMBIA (Wires)  DURAFLEX  GARTIM (Lights)  LUXPIA (Lights)  MOLDFLEX (uPVC Conduits)  PHELPS DODGE (Wires)  PHILFLEX (Wires)  ROYU (Elec. Devices)  ALASCO  ALFAIDRO (Pipes & Fittings  ANESCO (Fiber Glass)  ATLANTA (Pipes & Fittings)  BLUE MAGIC (Water Tanks)  CREATIVE (Fixtures)  ECOSAN (Pipes & Fittings)  EMERALD  FALCON (Fixtures)  GEBERIT  LUCKY (Pipes & Fittings)  NELTEX  POLYMUTAN  POWEREE  RNW  RNW PACIFIC (Pipes)  SANIMOLD (Pipes)  SUPER TANK  WEIDA (Septic Tanks; Storage Tanks)  APO  BAYER MAKROLON  COLENT(Polyc)  COLORSTEEL – MVP  DELOON  DN STEEL  ETERTON  GI SHEETS  GOOD LIFE  HEAT SHIELD  KANOPY  K-PLAST  MEGA  METALPLAS  ONDULINE  PLEXIGLASS  POLYLITE  RIVIERA  TILE STAR  WHISTLER  XANLITE (Polyc)  HORNITEX  INCRETE  KENT  KRONOTEX  MGS  MILAN  MULTI-LINE (Bamboo Flooring)  MULTIRICH  PRIMAFLOOR  PUYAT  STEIGER  ZETA  ABC  EQUA SUPREME  DR. SEAL  A-PLUS  CASTLE  DESTINY  DUROTECH  NOVSEAL  MORTABOND  BESSER  ARTES MEYER  CO BAN KIAT HARDWARE  CORSINI (Glass Rock Accent and Decorative Wall Tiles)  EPCO (Glass Façade)  JARO GLASS  KENNETH & MOCK  LE GRAND  LELUX ELECTRONICS (Glass Break Alarm)  LEXTON (Bathroom Glass Shelf)  TOTO (Bathroom Glass Shelf)  BETAFOAM  EXCEL COIL COATING CORPORATION  MACRO INDUSTRIAL  PHILIPPINE INSULATION  PRIME PRODUCT CONCEPTS SPEACIALISTS  THERMAC  WAH PHIL  WRIGHT  EASTERN WIRE  LATIMCO  MATIMCO  MULTI-LINE  PUYAT STEEL  ROOFSCAPE ELEVATORS/LIFT & ESCALATORS  OTIS  MITSUBISHI  SCHINDLER  FUJI  GOLDSTAR  HYUNDAI  WESTINGHOUSE  HITACHI BOARDS DOORS & WINDOWS ADHESIVE CEMENT TILES HAND TOOLS TANKS  BORAL PERFORATED  RICHMOND  ACCENDO  JARO  MIGHTY DOOR  POLY DOOR  ABC GYPSUM PUTTY  BETONIT  COWPROY  FIBER-23  POWERBOND Floor Adhesive (Puyat Steel)  TOTAL COAT  LAFARGE  REPUBLIC  RIZAL  VIBRO  APO (Vinyl Tiles)  EURO TILES  J.K. (China)  LVP (China)  MARIWASA  XIONGDI GRANITE  ZIRCONIO (Spain)  C-MART TOOLS  DAIKEN  LOTUS  MASCOT  STANLEY  BESTANK  FIRSTANK  SUPERTANK  WEIDA
● JNIPUFQ©2015 ● Page 7 ● PAINTS & STAINS BRANDS BOYSEN DAVIES DUTCHBOY JOTUN NIPPON SPHERO  ALTAMIRA (Min. Paint)  A-PLUS  BOSNY  BOYSEN  BRONCO  DAVIES  DECREA (Stone Coating)  DESTINY  DR.SEAL (Putty Filler)  DUTCH BOY  DYNATRON (Rubberized)  FLEXSEAL  FLINTKOTE  GLOBECONSU  HUDSON (Top Coat)  KONIG (Wood Stain)  MANOR  NATION  NIKKO (Spray Paints)  RJ  RUST-OLEUM  SPHERO  TITAN (Elastomeric)  UNIVERSAL  WIN  ZAR (Wood Stain)  ZYNOLITE (Spray)  ACQUA EPOXY  ACRYTEX  AQUASEAL  CHALK CLOCKER  COOL SHADES  DECORE  DURAFILL  ECO PRIMER  ELASTI-KOTE  HEALTHY HOME  HUDSON  KNOXOUT  MARMORINO  MATTE SHIELD  NATION DREAMCOAT  NATION DURA-ROOF  PERMACOAT  PERMAPLAST  PERMATEX  PLEXIBOND  PRIMEGUARD  ROOFGARD  SKIMCOAT  TILEWORKS  TITAN SUPERFLEX  VIRTUOSO SILK TOUCH  WALLGUARD  XYLADECOR  ACREEX  AQUA GLOSS-IT  BIO-FRESH  CLEAN AIR  DA VINCI  ELASTOGEL  EPOXY ENAMEL  FUSION  GLOSS-IT  KERAMIFLOOR  LIQUID TILE  MEGACRYL  MONDO  MORTAFLEX  OIL WOODSTAIN  PONDO  POWERFLOOR  ROOFSHIELD  STAY CLEAN  SUN & RAIN  CLASSIC  GLOSS MASTA  NALCRETE  ROOFMASTER  TEX-A-CRETE  VERSATEX  CITO PRIMER 09  FUNGICIDAL WASH  GARDEX  JOTAPLAST  JOTAROOF  JOTASEALER 03  JOTASHIELD  JOTASHIELD PRIMER  MAJESTIC  STRAX EASY CLEAN  ULTRA PRIMER  WOODSHIELD  ACRYLIC 5170  ADVANCE  EXPRESSKOTE  FLEXISEAL  INSULCOAT  MOMENTO  ODOURLITE  PROTECTIVE  Q-SHIELD  VINILEX  WEATHERBOND  WEATHERBOND FLEX  CANADIAN  HYPER TONE  MANOR  ROOF TUFF  SHERTEX  SPHEREFLEX  SPHERETITE  TUFF SEAL  VTEX PAINT FINISHES TYPE USE DESCRIPTION LATEX for concrete a water-base paint (where the solvent is water) used for painting concrete and masonry surfaces ACRYLIC LATEX for timber &concrete Often advertised as 100% acrylic latex, a water-based paint, and is generally considered the highest quality latex paint. ENAMEL for timber Paints which use varnish as a vehicle. They have the ability of leveling brush marks, are more resistant to washing and rough usage, and have a harder and tougher film. They can have either a glossy, semi glossy or matt finish. RED OXIDE for steel to prevent rust protective paints for ferrous metal and are of two types: - Priming Paint, e.g. red lead, litharge, lead chromate; - Finish Paints, e.g., lead sulfate and zinc dust. PAINT ROOF ROOF EFFECTIVE WIDTH ROOF ACCESSORIES TYPE OF WALL FINISH SPREAD RATE PER GALLON ROOFING GI Sheet STANDARD SIZE SIDE LAP (Corrugations) EFFECTIVE WIDTH ACCESSORY EFECTIVE LENGTH SPREAD RATE 25m 2 to 40m 2 Plain GI Sheet 0.90 x 2.40 2 1/2 0.60 Gutter 2.35 Coarse to Rough (Wooden Trowel Finish) 30 m 2 Corrugated GI Sheet 0.80 x 1.50 to 3.60 1 1/2 0.70 Flashing 2.30 Fine to Coarse (Paper Finish) 35 m 2 GI Sheet Gauge 14 to 30 END LAP 0.25 to 0.30mm Ridge Roll 2.20 Smooth to Fine (Putty Finish) 40 m 2 Roofing Gauge 26 Valley Roll 2.30 Gutters &Valley Rolls Gauge 24 Hipped Roll 2.20
● JNIPUFQ©2015 ● Page 8 ● UAP DOC 202 (OLD) SPP DOC 202 (NEW) PHASE / STAGE COMMUTATIVE OPERATION ACTUAL PERCENTAGE MBF of PHP 1,000,000 PHASE / STAGE COMMUTATIVE OPERATION ACTUAL PERCENTAGE MBF of PHP 1,000,000 PRELIMINARY Feasibility Study 5% 5% 50,000 MOBILIZATION Feasibility Study 25,000 25,000 25,000 SCHEMATIC DESIGN Preliminary Design 15% 10% 100,000 SCHEMATIC DESIGN Preliminary Design 15% 15% -25,000 125,000 DESIGN DEVELOPMENT Working Drawings 35% 20% 200,000 DESIGN DEVELOPMENT Working Drawings 40% 25% 250,000 CONTRACT DOCUMENT Specifications / Contract Documents 85% 50% 500,000 CONTRACT DOCUMENT Specifications / Contract Documents 90% 50% 500,000 COMPLETION Part Time Supervision 100% 15% 150,000 COMPLETION Part Time Supervision 100% 10% 100,000 100% 1,000,000 100% 1,000,000 LIABILITY 10% LIABILITY 5% SUPERVISION 5% SUPERVISION 5% UAP DOC 203 UAP DOC 204 UAP DOC 205 SPECIALIZED ALLIED SERVICES CONSTRUCTION SERVICES POST-CONSTRUCTION SERVICES INTERIOR DESIGN 12% - 20% FULL TIME SUPERVISION QC, Documentation, Reports 1.0% - 1.5% Salary Basis Monthly MANAGEMENT FEE Percentage of Gross Rentals 4.0% - 6.0% LANDSCAPE DESIGN 10% - 15% CONSTRUCTION MANAGER Present only DURING construction of the project 1.5% - 3.0% UAP DOC 207 DESIGN-BUILD SERVICES ACOUSTICS, LIGHTING, ENGINEERING SERVICES 10% - 15% PROJECT MANAGER Present BEFORE-DURING-AFTER construction of the project 2% - 5% DESIGN-BUILD SERVICES By Administration 7% + RDS Fee DESIGN-BUILD SERVICES With Guaranteed Maximum Project Construction Cost 10% + RDS Fee Interest rate per annum in case of incomplete / non-payment 2% Government Employee As Architect-of-Record (AoR) INCENTIVE PAY TO COVER CIVIL LIABILITIES 1.5% of PCC & not more than 50%of Annual Salary
● JNIPUFQ©2015 ● Page 9 ● ARCHITECT’S MINIMUM BASIC FEE GROUP TYPE MBF BUILDINGS 50M 50M 100M 300M 500M 500M Php 50M Php 50M to 100M Php 100M to 200M Php 200M to 500M Php 500M to1B Over Php 1B 1 SIMPLE 6% Armories Bakeries Habitable Agricultural Structures Freight Facilities Hangars Industrial Buildings Manufacturing / Industrial Plants Packaging & Processing Plants Parking Structures Printing Plants Public Markets Service Garages Simple Loft-Type Buildings Warehouses 6% 5% 4% 3% 2% 1% 2 MODERATE 7% Art Galleries Banks, Exchange Financial Institutions Bowlodromes Call Centers Churches & Religious Facilities City/Town Halls & Civic Centers College Buildings Convents, Monasteries & Seminaries Dormitories Exhibition Halls & Display Structures Fire Sations Laundries & Cleaning Facilities Libraries Malls / Mall Complexes Motels & Apartels Multi-Storey Apartments Nursing Homes Office Buildings / Office Condominiums Parks, Playgrounds and Open Air Recreational Facilities Residential Condominiums Police Stations Postal Facilities Private Clubs Publishing Plants Race Tracks Restaurants / Fast Food Stores Retail / Wholesale Stores Schools Serviced Apartments Shopping Centers Showrooms / Service Centers Supermarkets / Hyper-markets Welfare Buildings Mixed-Use Buildings 7% 6% 5% 4% 3% 2% 3 EXCEPTIONAL 8% Airports / Wet & Dry Ports & Terminals Aquariums Auditoriums Breweries Cold Storage Facilities Convention Facilities Gymnasiums Hospitals & Medical Buildings Hotels Laboratories / Testing Facilities Marinas & Resort Complexes Medical Arts Offices & Clinics Mental Institutions Mortuaries Nuclear Facilities Observations Public Health Centers Research Facilities Stadia Telecommunication Buildings Theaters & Similar Facilities Transportation Facilities & Systems Veterinary Hospitals 8% 7% 6% 5% 4% 3% 4 RESIDENTIAL 10% Single-Detached Single-Attached or Duplex Row-houses or Shop-houses Small Apartment Houses and Townhouses JEREMIAH 29:11 NEW KING JAMES VERSION (NKJV) 11 For I know the thoughts that I think toward you, says the LORD, thoughts of peace and not of evil, to give you a future and a hope. 5 MONUMENTAL 12% Exposition & Fair Buildings Mausoleums, Memorials & Monuments Museums Specialized Decorative Buildings 6 REPETITIVE 100% (1st) 80% (2nd) 60% (3rd) 40% (4th) Re-used Design & Contract Documents for the similar buildings without amending the drawings and the specifications
● JNIPUFQ©2015 ● Page 10 ● ARCHITECT’S MINIMUM BASIC FEE GROUP TYPE MBF BUILDINGS 50M 50M 100M 300M 500M 500M 7 HOUSING 100% (1st) 60% (2nd-10th) 30% (11th + ) Several Residential Buildings on a single site with the use of one (1) set of plans / designs, specifications and related documents MATTHEW 7:7-8 NEW KING JAMES VERSION (NKJV) 7 “Ask, and it will be given to you; seek, and you will find; knock, and it will be opened to you. 8 For everyone who asks receives, and he who seeks finds, and to him who knocks it will be opened. 8 EXTENSIVE DETAILING 15% Design for built-in components or elements, built-in equipment, special fittings, screens, counters, Architectural Interiors, and Development Planning and / or design 9 ALTERATIONS / RENOVATIONS 150% Alterations, renovations, rehabilitations, retrofit and expansion / additions to existing buildings belonging to Groups 1 to 5 10 CONSULTATION / ARBITRATION PHP 200/hr for technical matters PHP 500 as expert witness The Architect is engaged to render opinion or give advice, clarifications or explanation on technical matters pertaining to architectural works ARCHITECT’S MINIMUM BASIC FEE PHYSICAL PLANNING SERVICES (OLD SPP) TYPE DESCRIPTION SCOPE BASIC FEE Moderately Flat 1 Industrial Estates Commercial Centers Sports Complexes Resorts Tourist Centers Amusement Parks Educational Campuses Institutional & Government Centers Site Planning of Complex Consisting of Several Structures within a Contiguous Site First 50 Hectares or less PHP 5,000 per Hectare Over 50 Hectares up to 100 Hectares PHP 250,000 + PHP 4,500 per Hectare in excess of 50 Hectares Over 100 Hectares up to 200 Hectares PHP 475,000 + PHP 4,000 per Hectare in excess of 100 Hectares Over 200 Hectares PHP 875,000 + PHP 3,000 per Hectare in excess of 200 Hectares 2 Subdivision Planning for housing on properties within Metro Manila, Cities, Regional Centers, and Provincial Capitals First 100 Hectares or less PHP 3,000 per Hectare Over 100 Hectares up to 200 Hectares PHP 300,000 + PHP 2,300 per Hectare in excess of 100 Hectares Over 200 Hectares PHP 550,000 + PHP 2,000 per Hectare in excess of 200 Hectares 3 Subdivision Planning for housing on properties located on other localities beside those under Type 2 First 100 Hectares or less PHP 2,000 per Hectare Over 100 Hectares up to 200 Hectares PHP 200,000 + PHP 1,500 per Hectare in excess of 100 Hectares Over 200 Hectares PHP 350,000 + PHP 1,000 per Hectare in excess of 200 Hectares Rugged with Steep Terrain Increase by 30% Preparation of Detailed Engineering Drawings & Specifications on ROADS, DRAINAGE, SEWERAGE, POWER & COMMUNICATION 4% of Development Cost
● JNIPUFQ©2015 ● Page 11 ● 2010 SPP DOCUMENTS IRR OF RA 9266 CODE OF ETHICS (UAP DOC 200) NO. DESCRIPTION CONTENTS A S TITLE 200 The 2006 Code Of Ethical Conduct (UAP) RULES 1 Title, Policy Statement, Definition of Terms and Scope of Practice SECTIONS 1 - 3 3 1 2 General Provisions 201 Pre-Design Services 2 Professional Regulatory Board of Architecture (PRBOA) Organization, Powers and Function 4 - 11 8 2 7 The Architect’s Responsibility in Relation to the PEOPLE 202 Design Services 3 Examination, Registration and Licensure 12 - 24 13 3 12 The Architect’s Responsibility in Relation to His / Her CLIENT 203 Specialized Allied Services 4 Practice of Architecture 25 - 39 15 4 5 The Architect’s Responsibility in Relation to the CONTRACTOR 204A Full Time Construction Services 5 Final Provisions 40 - 47 8 5 2 The Architect’s Responsibility in Relation to MANUFACTURERS, DEALERS & AGENTS204B Construction Management Services Violation of IRR of RA9266 205 Post-Construction Services PHP 100,000 – PHP 5,000,000 6 months to 6 years 6 22 The Architect’s Responsibility in Relation to His / Her COLLEAGUES AND SUBORDINATES206 Comprehensive Architectural Services Any HEAD OF GOVERNMENT AGENCY OR OFFICER(S) of a Private Firm / institution who violates – sub-paragraph of RA. No. 8981 207 Design-Build Services PHP 50,000 – PHP 500,000 6 months + 1 day to 6 years 7 1 Architect’s Credo 208 Architectural Design Competition (ADC) Without first executing a written CONTRACT/SERVICE AGREEMENT 8 3 Miscellaneous Provisions 209 Professional Architectural Consulting Services (PACS) Not less than PHP200,000 Not exceeding 6 years Violation of the Code 301 General Conditions PHP 100,000 – PHP 5,000,000 6 months to 6 years METHODS OF COMPENSATION APPLICATION METHODS OF SELECTION APPLICATION BASIS / PROCESS Percentage of Project Construction Cost (%PCC) Used Worldwide Direct Selection Relatively Small Project Reputation Recommendation of a Friend Recommendation of Former Client Recommendation of Another ArchitectMultiple of Direct Personnel Expenses (MDPE) Non-Creative Work Professional Fee Plus Expenses (PFPE) Continuing Relationship Comparative Selection Institutions, Corporations, Public Agencies (1) Invitation (2) Pre- Qualification (3) Interview (4) Verification (5) Evaluation & Ranking (6) NegotiationLump Sum or Fixed Fee (LS/FF) Government Projects Per Diem, Honorarium Plus Reimbursable Expenses Personal Time (50km) Architectural Design Competition (ADC) Civic or Monumental Projects Idea Competition Design Competition Design-Build CompetitionMixed Method of Compensation
● JNIPUFQ©2015 ● Page 12 ● SPP DOCUMENTS (201 – 209) DOC DESCRIPTION SCOPE 201 Methods of Compensation:  MDPE (1.5 – 2.5)  PFPE  LS/FF  PDHPRE  MMC PRE-DESIGN SERVICES (12) Manner of Providing Services  Architect of Record (AoR)  Consulting Architect for SDP Consultation Pre-Feasibility Studies Feasibility Studies Site Selection Analysis Site Utilization and Land-Use Studies Architectural Research Architectural Programming Space Planning Space Management Studies Value Management Design Brief Preparation Promotional Services 202 Methods of Compensation:  PCC  MDPE (1.5 – 2.5)  PFPE  LS/FF  PDHPRE  MMC REGULAR DESIGN SERVICES (RDS) (6) Manner of Providing Services  Architect of Record (AoR)  Consulting Architect for SDP  Single Contract / Sub-consultant  Separate Contract Project Definition Phase Schematic Design Phase Design Development Phase Contract Document Phase Bidding or Negotiation Phase Construction Phase 203 SPECIALIZED ARCHITECTURAL SERVICES (23)  Architect of Record (AoR)  Consulting Architect for SDP Architectural Interiors (AI) Services Acoustic Design Services Architectural Lighting Layout & Design Site Development Planning (SDP) Services Site & Physical Planning Services  Master Development Panning,  Subdivision Planning  Urban Design Comprehensive Development Planning (CDP) Services Historic & Heritage Conservation and Planning Security Evaluation & Planning Building System Design Facilities Maintenance Support Building Testing & Commissioning Building Environment Certification Forensic Architecture Building Appraisal Structural Conceptualization Preliminary Services Contract Documentation and Review Services Post-Design Services (Including Construction Services) Dispute Avoidance and Resolution Architectural Research Methods Special Building/Facility Planning & Design Building Components Management of Architectural Practices 204A FULL-TIME SUPERVISION SERVICES  Architect of Record (AoR)  Consulting Architect  Construction Supervision Group (CSG) Quality Control Evaluation of Construction Work Preparation of Daily Inspection Reports Filing of Documents SPP DOCUMENTS (201 – 209) DOC DESCRIPTION SCOPE 204B CONSTRUCTION MANAGEMENT SERVICES (4)  Construction Manager (CM) Coordination and Supervision Cost and Time Control Quality Control of Work Keeping of Records 205 POST-CONSTRUCTION SERVICES (2) Building & Facilities Administration  Building Maintenance  Grounds & Landscaping Supervision  Building Equipment Maintenance  Business Development and Management Post-Construction Evaluation 206 COMPREHENSIVE ARCHITECTURAL SERVICES (5) Pre-Design Services Regular Design Services (RDS) Specialized Architectural Services Construction Services Post-Construction Services 207 DESIGN-BUILD SERVICES (DBS) (2) Design-Build Services by Administration Design-Build Services on Guaranteed Maximum Cost 208 ARCHITECTURAL DESIGN COMPETITION (ADC)  Project ADCs for actual Projects proposed for implementation  Ideas Competition of Competition of Ideas set as a design planning exercise to elucidate the problem 209 Methods of Compensation:  Per Diem / Hourly  Retainer  ( Salary Cost x Multiplier) + Direct Cost / Reimbursable Expenses  LS/FF  PCC PROFESSIONAL ARCHITECTURAL CONSULTING SERVICES (PACS) Manner of Providing Services  Professional Consulting Architect (PCA) Program / Project Conceptualization & Development Technical Advice, Consultation and/or Counseling Schematic Design Teaching, Lecturing, Coaching, Mentoring Research & Development Documentation Pre-Investment/Pre-Feasibility and Feasibility Studies Marketing & Promotional Studies Land Use and Multi-Sectoral Development Planning, Development & Management Site Selection, Analyses, Evaluation, Ranking & Development Construction Project / Construction Management and/or Administration Post-Construction Evaluation Monitoring & Evaluation Training, Capability Building Continuing Professional Education (CPE) Capital Investment Programming
● JNIPUFQ©2015 ● Page 13 ● LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS DATE ARCHITECTURE LAWS RA9266 (34 ) An Act Providing for a More Responsive and Comprehensive Regulation for the Registration, Licensing and Practice of Architecture, Repealing for the Purpose Republic Act No. 545, as Amended, Otherwise Known as “An Act to Regulate the Practice of Architecture in the Philippines,” and for Other Purposes March 17, 2004 RA1581 Architecture Law of 1956 ( 34 – Corporate Practice) June 16, 1956 RA545 Architecture Law of 1950 June 17, 1950 REGULATORY AND ENFORCEMENT LAWS RA8981 Professional Regulation Commission Modernization Act December 5, 2000 PD223 Creating the Professional Regulation Commission June 22, 1973 LOI 1000 Letter of Instruction 1000 “…only PRC accredited bona fide professional organizations, and their members to organize host, sponsor or represent the Filipino professionals in national, regional and international forums, conferences, conventions where the concerned professions are involved, AND …all government agencies and any of its instrumentalities shall give priority to members of the accredited professional organizations in the hiring of its employees and in the engagement of professional services.” May 20, 1980 RA386 Civil Code of the Philippines June 18, 1949 EO546 Creating a Ministry of Public Works and a Ministry of Transportation and Communications July 23, 1979 RA7160 Local Government Code of the Philippines October 10, 1991 RA876 The Philippine Arbitration Law June 19, 1953 DESIGN AND CONSTRUCTION REFERENCE LAWS On Safety and Protection PD1096 Adopting A National Building Code Of The Philippines (NBCP) Thereby Revising R.A. No. 6541 Feb 19, 1977 IRR latest revision April 30, 2005 RA6541 An Act To Ordain And Institute A National Building Code Of The Philippines National Building Code Of 1972 August 26, 1972 LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS DATE RA9514 An Act Establishing A Comprehensive Fire Code Of The Philippines, Repealing Presidential Decree No. 1185 And For Other Purposes “Revised Fire Code of the Philippines of 2008” December 19, 2008 PD1185 Fire Code of the Philippines 1977 RA9263 Bureau of Fire Protection and Bureau of Jail Management and Penology Professionalization Act March 10, 2004 BP344 Enhancing the Mobility of Disabled Persons Feb 25, 1983 IRR latest revision April 30, 2005 On Housing and Funding PD957 Condominium and Subdivision Buyers’ Protective Decree July 12, 1976 RA 6552 Real Estate Buyers’ Protective Act August 26, 1972 RA 4726 The Condominium Act June 18, 1966 BP 220 Standards for Economic and Socialized Housing projects March 25, 1982 RA 8763 Home Guarantee Corporation Act March 7, 2000 EO 538 Prescribing the Administration of the Home Development Mutual Funds June 4, 1979 EO 90 Creating the Housing and Urban Development Coordinating Council December 17, 1986 RA 3469 Allowing the Construction of Multi-Storey Tenement Housing Projects for the Poor and Homeless June 16, 1962 RA 7279 Urban Development and Housing Act 29 March, 1992 RA 7835 Comprehensive and Integrated Shelter Finance Act On Water and Plumbing RA1378 National Plumbing Code of the Philippines January 28, 1959 latest revision December 21, 1999 RA6234 Creating the Metropolitan Waterworks and Sewerage System June 19, 1971 RA9286 Latest Amendment to PD198 or Provincial Water Utilities Act of 1973 April 2, 2004 PD1067 Water Code of the Philippines 1977
● JNIPUFQ©2015 ● Page 14 ● LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS DATE On Environment Protection RA9003 Ecological Waste Management Program Law January 26, 2001 RA3931 National Water and Air Pollution Control Commission June 18, 1964 PD1586 Establishing Environmental Impact Statement System 1978 PD1152 Philippine Environmental Code June 6, 1977 PD984 Pollution Control Decree 1976 PD772 Penalizing Squatting And Other Similar Acts 1975 GOVERNMENT SERVICE AND ETHICS LAWS RA8293 Intellectual Property Code of the Philippines June 22, 1997 / January 1, 1998 PD49 Decree on Intellectual Property November 14, 1972 RA3019 Anti-Graft and Corrupt Practices Act 1961 RA8974 Law on Acquisition of Right-of-Way, Site or Location for National Government Infrastructure Projects November 7, 2000 RA8439 Magna Carta for Scientists, Engineers, & Researchers in the Government December 22, 1997 RA6713 Code of Ethical Conduct of a Public Official and Employees 1972 EO525 Responsibility of the Public Estate Authority on Reclamation Projects February 14, 1979 UAP DOC 301 & NBCP (PD1096) DAYS ACTION 5 days  after written notice, contractor agrees to make repairs to correct defective work  from date of referral, C/M Fire Marshall shall submit recommendations to the BO 7 days  from receipt of notice to proceed, computation of contract time 10 days  before date needed, contractor to make request on drawings & materials  before beginning, suspending or resuming work, contractor to issue written notice  before written notice, contractor’s insurance policy will not be cancelled  before commencing excavation, notify owner of adjoining property UAP DOC 301 & NBCP (PD1096) DAYS ACTION 15 days  from date of change order, assertion of claims  after receipt of any instructions, contractor to inform architect of extra cost for extra work through written notice  after expiration of certificate of completion, make good known defects  after recognition of delay, contractor to issue a written notice  from NTP, contractor to submit complete breakdown of work and corresponding value  from Request of Payment, architect to issue or withhold certificate of payment  from approval of Request for Payment & Issuance of payment, owner to pay certified amount  from date of bidding, contractor to seek architect’s clarification  after request for payment, architect/owner fails to act, contractor may suspend or terminate work  upon certification of the architect justifying owner’s action, owner to terminate contract  contractor declares bankruptcy  disregard/violate provisions of contract documents / schedule  fail to provide qualified people & materials  fail to make payment to sub-contractors, workmen or dealers  from payment of required fees, issuance of Building Permit  from receipt of advice of the non-issuance, suspension or revocation of permits, file an appeal to the Secretary 30 days (1 month)  after award of arbitration, owner fails to pay contractor, contractor may suspend/terminate work  certificate of occupancy 60 days (2 Months)  to make good of known defects after issuance of certificate of completion (expiration of performance & payment bond) 90 days (3 Months)  suspension of work through no act of contractor and employees or order of court  retention (3 months after acceptance of work) 120 days (4 Months)  building permit validity  excavation shall not be left open without work being done 180 days (6 Months)  suspension of construction exceeds 6 months, the fee for the remaining works shall be doubled 365 days (12 months)  contractor’s guarantee bond effectivity  building permit validity if there was no construction  Changes, alterations and repairs may be made provided that in any 12- month period, the value of the work does not exceed 20% of the value of the existing building, and provided that, such changes do not add additional combustible material, and do not, in the opinion of the Building Official, increase the fire hazard;
● JNIPUFQ©2015 ● Page 15 ● UAP DOC 301 – GENERAL CONDITIONS ARCHITECT, OWNER & CONTRACTOR’S OBLIGATION Certificate Of Non Financial Obligation (By Contractor) After 65% completion of work, the contractor should present ARCHITECT shall  Inspect the project and  Issue Certificate Of Completion after certification CONTRACTOR will  Finish outstanding work during period of making good of all known defects of 60 days. After 98% substantial completion of contract work Owner fails to implement the plan, architect has completed the Detail Design & Contract Document Phase Architect is entitled to 90% of the Architect’s Fee Payments  on work completed minus 10% retention  When 50% of the contract has been accomplished, NO RETENTION shall be made  No payment in excess of 65% unless notarized statement is submitted Performance Bond (Guarantee to execute work) 15% of contract amount Payment Bond (Guarantee to pay obligations) 15% of Contract amount  valid until replacement of Guarantee Bond Guarantee Bond (Guarantee to quality of materials and workmanship) 30% of contract amount valid up to 1 yr from date of acceptance Overruns and underruns Not to exceed 5% If CONTRACTOR’s work is found defective Defray all expenses If CONTRACTOR’s work is found satisfactory Actual cost of labor and materials plus 15% Value of EXTRA WORK  Estimate and acceptance in lump sum  Does not exceed 20% of original contract price  Actual direct cost plus 15% Damage from fire or earthquake, typhoons or any fortuitous event may be repaired, using the same kind of materials of which the building or structure was originally constructed, Provided that, the cost of such repair shall not exceed 20% of the replacement cost of the building or structure. IRR OF RA 9266 SIGNIFICANT NUMBER OF YEARS 15 Years (180 Months)  Civil Liability on plans and specifications of Architect-of-Record under Article 1723 of the Civil Code 10 Years (120 Months)  PRBOA Member COR & PID validity qualification and active practitioner 5 Years (60 Months)  PRBOA Member should not be a faculty member (at least) prior to nomination 3 Years (36 Months)  Validity of PID  PRBOA Chairman to hold office 2 Years (24 Months)  Diversified Architectural Experience duly certified by RLA (3840 Hours)  1 (one) PRBOA Member to hold office 1 year (12 Months)  Credited as Diversified Architectural Experience with Master’s Degree  1 (one) PRBOA Member to hold office IRR OF PD 1096 FINES PHP 5,000  Light Violations PHP 8,000  Less Grave Violations PHP 10,000  Grave Violations PENALTIES (Without Building Permit) 10% of Building Permit Fees  Excavation for Foundation 25% of Building Permit Fees  Construction of foundation (including pile driving and laying of reinforcing bars) 50% of Building Permit Fees  Construction of superstructure up to 2.00 meters above established grade 100% of Building Permit Fees  Construction of superstructure above 2.00 meters 25% Surcharge  Failure to pay the annual inspection fee within 30 days from prescribed date PENAL PROVISIONS PHP 20,000 2 Years or Both  Any person, firm or corporation who shall violate any of the provisions of the Code and/or commit any act hereby declared to be unlawful
● JNIPUFQ©2015 ● Page 16 ● IRR OF RA 9266 CONTENTS Rule I Title, Policy Statement, Definition of Terms and Scope of Practice 3 01 Title 02 Statement of Policy 03 Definition of Terms Rule II Professional Regulatory Board of Architecture (PRBOA) Organization, Powers and Function 8 04 Creation and Composition of the Professional Regulatory Board 05 Qualification of Members of the Professional Regulatory Board 06 Term of Office 07 Powers and Function of the Board 08 Administrative Supervision of the Board, Custodian of its Records, Secretariat & Support Services 09 Grounds for Suspension or Removal of Members of the Board 10 Compensation and Allowances of the Board 11 Annual Report Rule III Examination, Registration and Licensure 13 12 Examination Required 13 Qualification of Applicant Examination 14 Subjects for Examination 15 Rating in the Licensure Examination 16 Report of Ratings (within 30 days) 17 Oath 18 Issuance of Certificate of Registration and Professional Identification Card 19 Roster of Architects 20 Seal, Issuance and Use of Seal (Prescribed by the Board) 21 Indication of Certificate of Registration / Professional Identification Card and Professional Tax Receipt 22 Refusal o Issue Certificate of Registration and Professional Identification Card 23 Suspension and Revocation of Certificate of Registration, Professional Identification Card or the Special / Temporary Permit 24 Re-Issuance or Replacement of Revoked or Lost Certificate of Registration, Professional Identification Card or the Special / Temporary Permit Rule IV Practice of Architecture (Sundry Provisions) 15 25 Registration of Architects Required 26 Vested Rights. Architects Registered When This Law Is Passed 27 Reciprocity Requirements 28 Continuing Professional Development (CPD) 29 Prohibition in the Practice of Architecture and Penal Clause 30 Prohibition in the Practice of Architecture 31 Liability of Representatives and Non-Registered Persons 32 Signing and Sealing of Architectural Plans, Specifications, Architectural Permit and Other Contract Documents IRR OF RA 9266 CONTENTS Rule IV Practice of Architecture (Sundry Provisions) 33 Ownership of Plans, Specifications, t and Other Contract Documents 34 Non-Registered Person Shall Not Claim Equivalent Service 35 Positions in Government Requiring the Services of Registered and Licensed Architects 36 Collection of Professional Fees 37 Limitation to the Registration of a Firm, Company, Partnership, Corporation or Association 38 Coverage of Temporary / Special Permits 39 Liability Insurance of A Person or Entity Allowed to Practice Under Temporary / Special Permit Rule V Final Provisions 8 40 Integration of the Architecture Profession 41 Implementing Rules and Regulations 42 Appropriations 43 Act Not Affecting Other Professionals 44 Enforcement of the Act 45 Separability Clause 46 Repealing Clause 47 Effectivity PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule I General Provisions 6 101 01 Title 102 02 Declaration of Policy 103 03 Scope and Application 104 04 General Building Requirements 105 05 Site Requirements 106 06 Definitions Rule II Administration and Reinforcement 13 201 07 Responsibility for Administration and Reinforcement 202 08 Technical Staff 203 09 General Powers and Function of the Secretary 204 10 Professional and Technical Assistance 205 11 Building Officials 206 12 Qualifications of Building Officials 207 13 Duties and Responsibilities of Building Officials 208 14 Fees 209 15 Exemption
● JNIPUFQ©2015 ● Page 17 ● PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule II Administration and Reinforcement 210 16 Use of Income from Fees 211 17 Implementing Rules and Regulations 212 18 Administrative Fines 213 19 Penal Provisions 214 20 Dangerous and Ruinous Buildings or Structures 215 21 Abatement of Dangerous Buildings 216 22 Other Remedies Rule III Permits and Inspection 9 301 23 Building Permits 302 24 Application of Permits 303 25 Processing of Building Permits 304 26 Issuance of Building Permits 305 27 Validity of Building Permits 306 28 Non-issuance, Suspension or Revocation of Building Permits 307 29 Appeal 308 30 Inspection and Supervision of Work 309 31 Certificate of Occupancy Rule IV Types of Construction 3 401 32 Types of Construction 402 33 Changes In Types 403 34 Requirements on Types of Construction Rule V Requirements of Fire Zones 7 501 35 Fire Zones Defined 502 36 Buildings Located in More Than One Fire Zone 503 37 Moved Buildings 504 38 Temporary Buildings/Structures 505 39 Center Lines of Streets 506 40 Restrictions on Existing Buildings 507 41 Designation of Fire Zones Rule VI Requirements of Fire Zones 4 601 42 Fire- Resistive Rating Defined 602 43 Fire- Resistive Time Period Rating 603 44 Fire-Resistive Standards 604 45 Fire- Resistive Regulations Rule VII Classification and General Requirements of All Buildings By Use or 9 701 46 Occupancy Classified 702 47 Change in Use 703 48 Mixed Occupancy 704 49 Location on Property PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Occupancy 705 50 Allowable Floor Areas 706 51 Allowable Floor Area Increases 707 52 Maximum Height of Buildings 708 53 Minimum Requirements for Group A Dwellings 709 54 Requirements for Other Group Occupancies Rule VIII Light and Ventilation 11 801 55 General Requirements of Light and Ventilation 802 56 Measurement of Site Occupancy 803 57 Percentage of Site Occupancy 804 58 Sizes and Dimensions of Courts 805 59 Ceiling Heights 806 60 Sizes and Dimensions of Rooms 807 61 Air Space Requirements in Determining the Size of Rooms 808 62 Window Openings 809 63 Vent Shafts 810 64 Ventilation Skylights 811 65 Artificial Ventilation Rule IX Sanitation 7 901 66 General Requirements 902 67 Water Supply System 903 68 Wastewater Disposal System 904 69 Storm Drainage System 905 70 Pest and Vermin Control 906 71 Noise Pollution Control 907 72 Pipes Materials Rule X Building Projection Over Public Streets 8 1001 73 General Requirements 1002 74 Projection into Alleys or Streets 1003 75 Projection of Balconies and Appendages Over Streets 1004 76 Arcades 1005 77 Canopies (Marquees) 1006 78 Movable Awnings or Hoods 1007 79 Doors, Windows, and the Like 1008 80 Corner Buildings with Chaflans
● JNIPUFQ©2015 ● Page 18 ● PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule XI Protection of Pedestrians During Construction or Demolition 8 1101 81 General Requirements 1102 82 Storage in Public Property 1103 83 Mixing Mortar on Public Property 1104 84 Protection of Utilities 1105 85 Walkway 1106 86 Pedestrian Protection 1107 87 Maintenance and Removal of Protective Devices 1108 88 Demolition Rule XII General Design and Construction Requirements 15 1201 89 General Requirements 1202 90 Excavation, Foundation, and Retaining Walls 1203 91 Veneer 1204 92 Enclosure of Vertical Openings 1205 93 Floor Construction 1206 94 Roof Construction and Covering 1207 95 Stairs, Exits, and Occupant Loads 1208 96 Skylights 1209 97 Bays, Porches, and Balconies 1210 98 Penthouses and Roof Structures 1211 99 Chimneys, Fireplaces, and Barbecues 1212 100 Fire-Extinguishing Systems 1213 101 Stages and Platform 1214 102 Motion Picture Projection Rooms 1215 103 Lathing, Plastering, and Installation of Wall Boards Rule XIII Electrical & Mechanical Regulations 2 1301 104 Electrical Regulations 1302 105 Mechanical Regulations Rule XIV Photographic and X-Ray Films 3 1401 106 Storage and Handling 1402 107 Classes of Film Exempted 1403 108 Fire Extinguishing System Rule XV Prefabricated Construction 1 1501 109 Prefabricated Assembly PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule XVI Plastics 9 1601 110 Approved Plastics 1602 111 Installation 1603 112 Glazing of Openings 1604 113 Skylights 1605 114 Light-Transmitting Panels in Monitors and Sawtooth Roofs 1606 115 Plastic Light Diffusers in Ceilings 1607 116 Partitions 1608 117 Exterior Veneer 1609 118 Awnings and Canopies Rule XVII Sheet Metal Paint Spray Booths 4 1701 119 Sheet Metal Paint Spray Booth 1702 120 Fire Protection 1703 121 Light 1704 122 Ventilation Rule XVIII Glass and Glazing 5 1801 123 General Requirements 1802 124 Area Limitation 1803 125 Glazing 1804 126 Louvered Windows 1805 127 Impact Rule XIX The Use of Computers 3 1901 128 General Rule 1902 129 Program Documentation 1903 130 Submission of Computer-Generated Computations Rule XX The Use of Computers 6 2001 131 General Requirements 2002 132 Maintenance 2003 133 Design and Construction 2004 134 Supports and Anchorages 2005 135 Projections and Clearances 2006 136 Lighting Rule XXI Final Provisions 3 2101 137 Separability Clause 2102 138 Repealing and Amending Clause 2103 139 Effectivity Annotation: The DPWH published these 2004 Revised Implementing Rules and Regulations (IRR) of P.D. No. 1096 (the 1977 NBCP) on 01, 08 and 15 April 2005 in the Manila Standard Today. These IRR took effect 01 May 2005. To date, only RLAs can prepare, sign and seal architectural documents, in full accordance with R.A. No. 9266 (The Architecture Act of 2004), its IRR and derivative regulations and in accordance with this Revised IRR. APPROVED this 29th of October 2004.
● JNIPUFQ©2015 ● Page 19 ● PARKING REQUIREMENTS PARKING REQUIREMENTS CLASSIFICATION OF BUILDINGS BY USE OR OCCUPANCY (RULE VII)OCCUPANCY REQUIRED PARKING OCCUPANCY REQUIRED PARKING Low income single detached living unit with individual lots not more than 100m² 1 slot/10 units Amusement centers 1 slot/ 50m² of gross floor area GROUP TYPE DIVISIONS ZONES Clubhouses, beach houses, etc. 1 slot/ 100m² of gross floor area A RESIDENTIAL DWELLINGS A1, A2 R-1, R-2 Multi-family living units regardless of no. of stories with average living floor area of 50m² 1 slot / 8 units Factories, manufacturing, mercantile, warehouses and storage bin 1 slot/ 1000m² of gross floor area B RESIDENTIALS, HOTELS AND APARTMENTS B-1, B-2 R-3, R-4, R-5 Tourist bus parking 2 bus slots/ hotel or theater restaurant Multi-family living units regardless of no. of stories with average living floor area of above 50m² to 100m² 1 slot / 8 units College and universities 1 slot/ 5 classrooms C EDUCATION & RECREATION C-1, C-2 GI Hospitals 1 slot/ 25 beds D INSTITUTIONAL D-1, D-2, D-3 R-1, R-2 Multi-family living units regardless of no. of stories with average living floor area of more than 100m² 1 slot/1 unit Bowling alleys 1 slot/ 4 alleys E BUSINESS AND MERCANTILE E-1, E-2, E-3 C-1, C-2, C-3 LOADING REQUIREMENTS F INDUSTRIAL F-1 I-1 Hotels 1 slot/ 10 rooms OCCUPANCY LOADING G STORAGE AND HAZARDOUS G-1, G-2, G-3, G-4, G-5 I-2, UTS, Residential hotels and apartels 1 slot/ 5 units Stores, manufacturing, mercantile, wholesale and the like 1 loading slot for every 5000m² of gross floor area (minimum of 1 truck loading slot) H ASSEMBLY OTHER THAN GROUP I H-1, H-2, H-3, H-4 PRE, CUL Motels 1 slot/ 1 unit I ASSEMBLY OCCUPANT LOAD 1000 OR MORE I-1 CUL, PRE Shopping centers 1 slot/ 100m² Hotels and hospitals 1 truck loading slot Markets 1 slot/ 150m² SPECIAL PROVISION J ACCESSORY / AGRICULTURAL J-1, J-3, J-3 A, AI, PUD Restaurants, fast food outlets, bars and beerhouses 1 slot/ 30m² of customer area 1 accessible parking lot for 50-150 slots and an additional slot for every 100 thereafter. Nightclubs, supper clubs and theater- restaurants 1 slot/ 20m² of customer area DESIGNATION OF FIRE ZONES (Rule V, Sec. 507) Office building 1 slot/ 125m² of gross floor area TYPES OF CONSTRUCTION (Rule IV, Sec. 401) NON-FIRE RESTRICTIVE ZONES (Type I & II) Siting of buildings/structures are permitted without fire-resistivity measures, often located in the country sides or rural areasPension/ boarding/ lodging houses 1 slot/ 20 beds TYPE I Wood Construction Other buildings in business and commercial zones 1 slot/ 125m² of gross floor area TYPE II Wood Construction with protective fire-resistant materials (1 Hour) FIRE RESTRICTIVE ZONES (Types II, III, IV) Siting of buildings/structures are permitted within prescribed fire-resistivity measures for exterior walls of at least two-hour fire resistivity, located in suburban areasPublic assembly buildings 1 slot/ 50m² of spectator area TYPE III Masonry and Wood Construction Places of worship and funerary parlors 1 slot/ 50m² of congregation area TYPE IV Steel, Iron, Concrete, or Masonry Construction (1Hour) HIGHLY FIRE RESTRICTIVE ZONES (Types IV and V) Siting of buildings/structures are permitted within prescribed fire-resistivity measures for exterior walls of at least two-hour fire resistivity.Elementary schools, secondary schools, vocational and trade schools 1 slot/ 10 classrooms TYPE V Steel, Iron, Concrete, or Masonry Construction (4hours)
● JNIPUFQ©2015 ● Page 20 ● BP 344 (Accessibility Law) An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices. PERSONS / INDIVIDUALS LIABLE FOR ANY VIOLATION OF THE ACT BASIC PHYSICAL PLANNING REQUIREMENTS No group of people shall be deprived of full participation and enjoyment of the environment or be made unequal with the rest due to any disability. In order to achieve this goal adopted by the United Nations, certain basic principles shall be applied IMPLEMENTING RULES AND REGULATIONS Violator Person Liable / Sanction Seating Capacity For Disabled In PLACES OF ASSEMBLY Corporation, Organization or similar entity Officials 4- 50 2 seats ACCESSIBILITY The built environment shall be designed so that it shall be accessible to all people. This means that no criteria shall impede the use of facilities by neither the handicapped or non- disable citizens 51-300 4 seats Alien or Foreigner Immediate Deportation after service of sentence 301-500 6 seats Increase of 100 +1 seat Buildings / Establishment / Structure (1) Owner of Operator of the Building, Establishment or Structure (2) Contractor (3) Architect (4) Engineer (5) Building Official or Other Public Official in-charge with the issuance of Building Permit, registration, certification and/or inspection of the Building, Establishment or Structure Seating Capacity For Disabled In PUBLIC TRANSPORTATION REACHABILITY Provisions shall be adapted and introduced to the physical environment so that as many places or buildings as possible can be reached by all Regular Buses (50 Person Capacity) 5 seats near exit/entrance doors First Class/ Air-Conditioned (40 Person Capacity) 4 seats near the door USABILITY The built environment shall be designed so that all persons whether they be disabled or not, may use and enjoy it Passenger Train 6 seats/car nearest to the door Passenger Airplanes 2 seats/aircraft near the front exit/entrance door Air, Land and Sea Transportation (1) Owner/Operator of Public Transport (2) Body Builders (3) Safety Officers / Engineers / Managers (4) Drivers / Conductors / Conductresses (5) Public Official in-charge with the issuance of permits, registration, certification and inspection of the public transportation ORIENTATION Finding a person’s way inside and outside of a building or open space shall be made easy for everyone Jeepneys 2 seats (preferably the front seats) SAFETY Designing for safety insures that people shall be able to move about with less hazards to life and death Domestic Shipping 20 minute period to embark 1 hour disembarkation after arrival WORKABILITY & EFFICIENCY The built environment shall be designed to allow the disabled citizens to participate and contribute to development goals PUBLIC TELEPHONE 1 / 4 units CRIMINAL LIABILITY / PENALTIES RESPONSIBILITY FOR ADMINISTRATION AND ENFORCEMENTAs per Section 46 of RA7277 (Magna Carta for Disable d Persons) ANTHROPOMETRIC DATA FOR DISABLED PERSONS First Violation Php 50,000.00 – Php 100,000.00 6 months – 2 years Secretary of Public Works & Highways + Secretary of Transportation and Communication Length of Wheelchair 1.10 m to 1.30 m Width of Wheelchair 0.60 m to 0.75 m Subsequent Violations Php 100,000.00 – Php 200,000.00 2 years – 6 years COMPUTATION OF ACCESSIBLE UNITS Turning Diameter 1.50 m In the computation for the allocation of accessible units and seating capacity decimal greater than 0.5 shall be considered as one unit. In all cases a minimum of one (1) accessible unit shall be provided. Comfortable Reach (in Wheelchair) 0.70 m to 1.20 m Abuse of Privileges Php 5,000.00 – Php 50,000.00 6 months From Room Corners 0.40 m Knee and Leg Space under tables 0.70 m
● JNIPUFQ©2015 ● Page 21 ● BP 344 (Accessibility Law) An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices. HANDRAILS PARKING AREAS Installation Both Sides of Ramps and Stairs Outer Edges of Dropped Curbs (Not beyond the width of crossing) Location As close as possible to building entrances or to accessible entrances Perpendicular or to an angle to the road or circulation NOT at Ramped or Sloping Areas OUTSIDE AND AROUND BUILDINGS DROPPED CURBS Height 0.90 m (Straight Paths) 0.70 m (Above Steps / Ramps) 1.00 m to 1.06 m (Great Heights)Changes in Level By dropped curb Width 3.70 m (Min.) Locations Pedestrian Crossings Extension 0.30 m (Start / End of Ramps / Stairs) Walkway 1.20 m (Between front ends of cars) End of walkways of a private street or access road Full Grip 30 mm to 50 mm Dropped Curbs and Cut-Outs @ Raised Walkways Width Same width of crossing or 0.90 m (Min.) Clearance 50 mm (Walls); 40 mm (Ledges) Pavement Markings, Signs To delineate parking spaces for PWD Slope 1:12 Towards adjoining curb, 1:20 towards Road SIGNAGES INSIDE BUILDINGS & STRUCTURES Lowest Point 25 mm (Max.) from Road / Gutter Location Point Conveniently seen by PWD ENTRANCES CURB CUT-OUTS Color / Texture Contrasting Colors and Contrasting Gray Matter to make detection and reading easy Location Lobby Arrival & Departure Points When allowed Does not obstruct a walkway or lessen its width Elevator Access 1 Entrance Level Width 0.90 m Headroom 2.00 m Ramps Provide if Site Arrival grade is not same level as Entrance Level Slope / Gradient 1:12 Height 1.60 m (Max.); 1.40 m (Min.) WALKWAYS AND PASSAGEWAYS Raised Symbols , Letters, Numbers 1 mm; Braille Symbols Included Vestibules 1.80 m (D) x 1.50 m (W) Material Slip-Resistant CROSSINGS RAMPS Slope / Gradient 1:20 or 5% Location Near Perpendicular to Carriageway Narrowest, Most Convenient Part Close / Contiguous with Normal Pedestrian Desire Line Width (Clear) 1.20 m (Min.) Cross Gradient 1:100 Gradient 1:12 Width 1.20 m Length (1:12 Gradient) 6.00 m, (if longer add 1.50 m landing) Gratings 13 mm x 13 mm, 6.5mm (Max.) Projection Central Refuge (10.00m Carriageway) 1.50 m (Min.), 2.00 m (Preferred) Top and Bottom of Ramp 1.80 m (Level Area) Surface Continuous, 6.5 mm (Max.) Tactile Blocks / Surface High Enough to be felt by shoe sole Low enough not to cause tripping or affect mobility of wheelchairs Handrails Both Sides @ 0.70 m and 0.90 m Spaces (Busy / Lengthy Walkways 1.50 m (Min. Dimension) 12.00 m (Max. Length) Curbs 0.10 m (Both Sides) Most Beneficial Form Light Controlled Crossing having Pedestrian Phases Synchronized Audible Signals (prolonged, distinguished, by TEC) Railing Rise >0.20 m (To Vehicular Traffic) 1.80 m across the full width at lower endTo Guide the Blind Straightforward routes with Right Angle Turns Headroom 2.0 m (Min.) , preferably higher THRESHOLDS OPEN SPACES Flashing Green Period Based on 0.90 m/sec (Not 1.20 m/s) Maximum Height 25 mm, Ramped (Preferred) To Guide the Blind Define edges with Planters w/ dwarf walls, or a grass verge, or similar, which provides a texture different from the path. Steady Green Period 6 seconds or the crossing distance times 0.90 m/s, whichever is greatest SWITCHES Position / Location 1.20 m to 1.30m (H); 0.30 m from Latch
● JNIPUFQ©2015 ● Page 22 ● BP 344 (Accessibility Law) An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices. STAIRS GOVERNMENT OFFICIALS Tread Surface Slip-Resistant AGENCY OFFICIAL INSIDE BUILDINGS & STRUCTURES Nosing Slip Resistant / Slanted (AVOID Open Stringers) MMDA Francisco N. Tolentino DOORS Leading Edge Non-Skid Material with High Contrast Color DPWH Rogelio Singson Width (Clear) 0.80 m (Measured from the surface of the fully open door at the hinge to the Door Jamb at the stop Hazardous Areas 0.30 m (W) Tactile Strip DENR Ramon Jesus P. Paje ELEVATORS HLURB Antonio M. Bernardo Pressure Force 4.0 kg (Operable); Location 30.00 m (Max.) from Entrance HUDCC Jejomar C. Binay 1.0 kg (Closing Device Pressure – Interior Door) Dimension 1.10 m X 1.40 m NHCP Maria Serena I. Diokno Clear Level Space 1.50 m X 1.50 m (Before & Beyond) Control Panels 0.90 m to 1.20 m (H) NHA Chito M. Cruz 1.20 m if not into a corridor Button Controls 20 mm Ø; 1 mm (D) with Braille-Type Signs NEDA Arsenio M. Balisacan Out-Swinging Doors Storage Rooms, Closets, Accessible Restrooms SAFETY DOTC Joseph Emilio A. Abaya Door Knobs / Hardware 0.82m to 1.06 m; 0.90 m (Preferred) FENCING FOR ROADWORKS & FOOTWORKS Vertical Pull Handles 1.06 m OC (Preferred) Height (Top of Rail) 1.00 m above adjacent surface The professional of Architecture calls for men of the highest integrity, judgment, business capacity and artistic and technical ability. An Architect’s honesty of purpose must be above suspicion; he acts as professional adviser to his client and his advice must be unprejudiced; he is charged with the exercise of judicial functions as between client and contractor and must act with entire impartiality; he has moral responsibilities to his professional associates and subordinates; and he is engaged in a profession which carries with it grave responsibilities to the public. These duties and responsibilities cannot be properly discharged unless his motives, conduct, sense of moral values and ability are such as to command respect and confidence. Kick Plates 0.30 m to 0.40 m Tapping Rail 0.35 m above adjacent surface CORRIDORS NO GAPS between adjoining fence lengths, STRONG enough resistance Width (Clear) 1.20 m COVERS FOR EXCAVATIONS Recess / Turnabout 1.50 m X 1.50 m @ 12.00 m Spacing Width 1.20 m with 0.20 m Kickboard 3.50 m @ every Dead End If footway width is reduced to less than 1.20 m, cover will be full width of footway WASHROOM & TOILETS SIGNAGE FOR ROADWORKS ON CARRIAGEWAY Area 1.70 m X 1.80 m Location Verges or Similar Turning Space 2.25 m2; 1.50 m (Min. Dimension) Should not reduce the footway width to less than 1.20 m Number 1 / 20 WC; 2 / >20 WC EMERGENCY EXIT Signage ▲Men’s Washroom,  Women’s Washroom Tablets / Plan Located at Main Lobby 0.30 m Length or Diameter; 7.5 mm Thick Flashing Light / Signs At every change of direction Water Closet 0.45 m (H); Flush Control @ 1.20 m (H) AUDIBLE & VISIBLE ALARM SYSTEM Lavatories 0.80 m Height (Max.) 0.60 to 0.70 m Knee Recess Vertical Clearance 0.50 m Depth Audio-Visual Alarm In all fire sections as per (PD1185) Vibra-Alarms Deaf or Hearing Impaired Occupants Urinals Elongated or Through Lip of 0.48 m (H)  NOTHING FOLLOWS 
● JNIPUFQ©2015 ● Page 23 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING COMMUNITY FACILITIES No. Of Lots And/or DU NMPC ● CS & OCC ● ES ●● HS ●● TT ●● NMPC ● CS & OCC ● ES ●● HS ●● TT ●● 10 and below           11 to 99           100 to 499           500 to 999           1000 to 1499           1500 to 1999           2000 to 2499           2500 and Over           No. Of Lots And/or DU Per Hectare ● Mandatory Non-Saleable ●● Optional saleable but when provided in the plan the same shall be annotated in the title % of gross area of subdivision 150 and below 1.0% 151 to 225 1.5% Above 225 2.0% PARKS / PLAYGROUND No. Of Lots And/or DU Per Hectare % of gross area of project % of gross area of subdivision 20 and below 3.5% 21 to 25 4.0% 26 to 35 5.0% 36 to 50 6.0% 51 to 65 7.0% Above 65 9.0% 150 and below 3.5% 151 to 160 4.0% 161 to 175 5.0% 176 to 200 6.0% 201 to 225 7.0% Above 225 9.0% Min. Gross Saleable Area requiring PPG 1,000 sqm In no case shall an area allocated for parks and playgrounds be less than 100 square meters. An addition of 1% increment for every 10 or fraction thereof above 225. Min. Number of Condominium Units 10 or more Except when part of a Subdivision Project Or PPG 800m (Max. Distance) away without hazards
● JNIPUFQ©2015 ● Page 24 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Minimum Area 50 sqm Add 3.0 sqm for every added DU in excess of 10 Public Accessible Park Max. Distance 800 m HEIRARCHY OF ROADS HECTARES 2.5 and below Maj, Min, MC, Alley Maj, Min, MC, Alley Maj, Min, MC, Alley Major, Minor, MC, PW Above 2.5 - 5 Maj, Col, Min, MC, Alley Maj, Min, MC, Alley Maj, Min, MC, Alley Major, Minor, MC, PW Above 5 - 10 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Major, Minor, MC, PW Above 10 -15 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, PW Above 15 - 30 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, PW Above 30 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, PW ROAD RIGHT-OF-WAY (RROW) Major Coll Minor Major Coll Minor Major Coll Minor Major Coll Minor HECTARES 2.5 and below 10 8 10 8 8 6.5 8 6.5 Above 2.5 - 5 12 10 8 10 8 10 6.5 10 6.5 Above 5 - 10 12 10 8 12 10 8 10 8 6.5 10 6.5 Above 10 -15 12 10 8 12 10 8 10 8 6.5 10 8 6.5 Above 15 - 30 15 12 10 12 10 8 12 8 6.5 10 8 6.5 Above 30 15 12 10 15 12 10 15 10 6.5 12 10 6.5 MC Alley MC Alley MC Alley PW MC Alley PW ROW 6 2 6 2 6 2 6 3 Carriageway 5 2 5 2 5 5 Interior Subdivision 10m (Interconnecting Road) PLANTING STRIPS & SIDE WALKS RROW (m) PW SW 30 and above 1.2 (0.6) 1/6 – 1/4 25 - 29 0.6 (0.3) 1/6 – 1/3 20 - 24 0.6 (0.3) 1/6 – 1/3 10 - 19 0.4 (0.2) 1/4 - 1/3 Below 10 Optional 1/4 - 1/3 PS SW PW SW PS SW PW SW 15 1.3 1.2 1.3 1.2 1.3 1.2 1.3 1.2 12 0.8 1.2 0.8 1.2 0.8 1.2 0.8 1.2 10 0.8 1.2 0.8 1.2 0.8 1.2 0.8 1.2 8 0.4 0.6 0.4 0.6 0.4 0.6 0.4 0.6 6.5 Optional Optional Optional 0.5 Optional 0.5
● JNIPUFQ©2015 ● Page 25 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Grass & Shrubs 200mm / side Trees 300mm / side Sidewalk SLope 1/50 ROADS PAVEMENT Major Concrete / Asphalt Concrete – 150mm Thick / 20.7Mpa @ 28 days Asphalt – 50mm Sidewalk – 17.2Mpa Concrete / Asphalt Minor Concrete / Asphalt Motor Court Macadam Sidewalk Macadam Path Walk / Alley Macadam INTERSECTIONS Distance between offset intersections 20m (Min.) 20m (Min.) GRADE / SLOPE Crown Slope 1.5% 1.5% to 9.0% Grades and Vertical Curbs 7.0% to 9.0% As per DPWH MINIMUM LOT SIZES Single Detached INT 301.00 sqm 120.00 sqm 100.00 sqm 72.00 sqm 64.00 sqm INS CL 365.00 sqmTL Price for Saleable lots shall not exceed 40% of the Maximum Selling Price of House and Lot Packages CTL EL 548.00 sqm Duplex / Single Attached INT Basic / Maximum 96.00 sqm 80.00 sqm 54.00 sqm 48.00 sqm INS 80.00 sqm / 192.00 sqm CL 96.00 sqm / 261.00 sqmTL CTL EL 140.00 sqm /378.00 sqm Row Houses INT Basic / Maximum 60.00 sqm 50.00 sqm 36.00 sqm 28.00 sqm INS 50.00 sqm / 400.00 sqm CL 75.00 sqm / 475.00 sqmTL CTL EL 200.00 sqm /700.00 sqm
● JNIPUFQ©2015 ● Page 26 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING R-4 Individual Townhouse Lots INT Not Allowed PHILIPPIANS 4:6-7 THE MESSAGE (MSG) 6-7 Don’t fret or worry. Instead of worrying, pray. Let petitions and praises shape your worries into prayers, letting God know your concerns. Before you know it, a sense of God’s wholeness, everything coming together for good, will come and settle you down. It’s wonderful what happens when Christ displaces worry at the center of your life. PROVERBS 16:3 NEW KING JAMES VERSION (NKJV) 3 Commit your works to the LORD, And your thoughts will be established. JEREMIAH 17:7-8 LIVING BIBLE (TLB) 7 But blessed is the man who trusts in the Lord and has made the Lord his hope and confidence. 8 He is like a tree planted along a riverbank, with its roots reaching deep into the water—a tree not bothered by the heat nor worried by long months of drought. Its leaves stay green, and it goes right on producing all its luscious fruit. INS 96.00 sqm CL 120.00 sqmTL CTL EL 180.00 sqm R-5 INT Not Allowed INS 500.00 sqm CL 540.00 sqmTL CTL EL 945.00 sqm Com-1 INT Not Allowed INS 204.00 sqm CL 238.00 sqmTL CTL EL Not Allowed Com-2 INT Not Allowed INS 301.00 sqm CL 365.00 sqmTL CTL EL Not Allowed Com-3 Industrial (I) General Institutional (GI) Cultural (C) INT Not Allowed INS 600.00 sqm CL 813.00 sqmTL CTL EL Not Allowed MINIMUM FLOOR AREA Single Detached As per PSO Computation 42 sqm 30 sqm 22 sqm 18 sqmDuplex / Single Attached Row Houses
● JNIPUFQ©2015 ● Page 27 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING LOT FRONTAGES (RESIDENTIAL) Single Detached a. Corner Lot Based on Classification Type of Occupancy 12.00 m 8.00 m b. Regular Lot 10.00 m 8.00 m c. Irregular Lot 6.00 m 4.00 m d. Interior Lot 3.00 m 3.00 m Duplex/Single Attached 8.00 m 6.00 m Row Houses 4.00 m 4.00 m 3.50 m MINIMUM LEVEL OF COMPLETION Single Detached Complete House (based on the submitted specifications) Complete House (based on the submitted specifications) Shell House (based on the submitted specifications) Duplex / Single Attached Row Houses LENGTH OF BLOCK ROW HOUSES 20 Units per Block 100 m Max. Length Max. = 400m >250m – PROVIDE 2.0m alley at midlength Max. = 400m >250m – PROVIDE 2.0m alley at midlength OPEN SPACE REQUIREMENTS Interior Lot 50% (A,B,C,D,J) 20% (E,F,G,H,I) As per PD1096 50% (Residential) 25% (Others) Inside Lot 20% (A,B,C,D,J) 15% (E,F,G,H,I) As per PD1096 20% (Residential) 15% (Others) Corner Lot 10% (A,B,C,D,J) 5% (E,F,G,H,I) As per PD1096 10% (Residential) 15% (Others) Through Lot 10% (A,B,C,D,J) 5% (E,F,G,H,I) As per PD1096 10% (Residential) 15% (Others) Corner-Through Lot 5% As per PD1096 10% (Residential) 15% (Others) Corner Lot Abutting 3 Or More Streets, Alleys, Rivers, Etc. 5% As per PD1096 5% for all Group Occupancies End Lot 30% - 50% (A,B,C,D,E2,H) 5% (H1,H2,H4,E3) As per PD1096 As per PD1096 CEILING HEIGHTS Habitable Rooms Artificial Ventilation 2.40 m Natural Ventilation 2.70 m Artificial Ventilation 2.00 m Natural Ventilation 2.70 m Artificial Ventilation 2.40 m Natural Ventilation 2.70 m Artificial Ventilation 2.00 m Natural Ventilation 2.70 m Artificial Ventilation 2.40 m Natural Ventilation 2.70 m Artificial Ventilation 2.40 m Natural Ventilation 2.70 m
● JNIPUFQ©2015 ● Page 28 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Buildings 2.70 m – 1st Storey 2.40 m – 2nd Storey 2.10 m – Succeeding Storeys 1.80 m – Mezzanine 2.30 m 2.13 m 2.00 m 2.00 m 2.00 m Mezzanine Floor 1.80m 1.80m (Min.) LIGHT & VENTILATION Min. dimension of court 2.00 m 1.50 m 2.00 m 2.00 m Passageway from Inner Court At least 1.20 m At least 1.20 m At least 1.20 m At least 1.20 m Min. Ht. Clearance from Firewall 1.00 m above the roof 1.00 m above the roof 1.00 m above the roof 1.00 m above the roof Headroom Clearance 2.00 m 2.00 m 2.00 m 2.00 m 2.00 m Sum of Areas of Openings in any Storey Less than 50% of total area of the wall on that storey Less than 50% of total area of the wall on that storey Less than 25% of total area of the wall on that storey Less than 25% of total area of the wall on that storey Window Openings At least 10% of the FA At least 10% of the FA At least 10% of the FA At least 10% of the FA Eaves over required windows At least 750 mm SIZE/ DIMENSION OF ROOMS Rooms for Human Habitation 6.00 sq. m w/ min. dimension of 2.00 m 18 sq. m for studio unit Kitchen 3.00 sq. m w/ min dimension of 1.50 m Toilet & Bath 1.20 sq. m w/ min. dimension of 0.90 m 1.80m x 1.70m 2.25 sq. m EXITS Minimum number 1 Occupant Load < 10 1 At least 2 exits 1 1 1 10-499 2 2 50-300 2 300-600 2 500-999 3 3 600-999 3 1000 (Class A) 4 4 4
● JNIPUFQ©2015 ● Page 29 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING DISTANCE TO EXITS WITHOUT Sprinkle System 45 m (Max.) 46 m (Max.) 46 m (Max.) 45 m (Max.) 45 m (Max.) 45 m (Max.) 45 m (Max.) WITH Sprinkle System 60 m (Max.) 61 m (Max.) 61 m (Max.) 60m (Max.) 60 m (Max.) 60 m (Max.) 60 m (Max.) Min. exit door width 900 mm 710 mm 900 mm 800 mm 800 mm 800 mm Min. exit door height 2.00 m 2.00 m 2.00 m 2.00 m 2.00 m 2.00 m Min. corridor width 1.10 m 1.12 mm 1.10 m 1.20 m 1.20 m 1.20 m Max. slope of passageway 1:8 1:8 1:8 1:8 Dead ends Max. of 6.00 m Max. of 6.00 m Max. of 12.00 m Max. of 12.00 m Max. of 12.00 m 3.50 m Mezzanine Floors >185.00 sqm / >18.00m in any dimension 2 stairways EXIT DETAILS Means of Egress STANDS @+0.50m AGL, 2 Exits, Open @ Both Ends >50 persons OPEN AIR STANDS 2 Exits, >300 persons BOILER ROOMS 2 Exits STAGE 1 Exit, 900mm (W) 1 Exit Stair, 750mm (W) Dressing Rooms 2 Exits, 750mm 2 (Balcony, mezzanine, storey) 3 (>500 to 1000) 4 (>1000) THRESHOLDS 130mm (Max. Height) 1/2 Slope >6mm Dwellings with more than 2 Rooms: 2 (1 of which is a door or stairway) Dwellings with more than 2 Rooms: 2 (1 of which is a door or stairway) Outside Window 1 / sleeping room 56cm (Least Dimension) 0.45 sqm (Area) 1.22cm (Above Floor) Except if Room has 2 doors 1 / sleeping room 56cm (Least Dimension) 0.45 sqm (Area) 1.22cm (Above Floor) Except if Room has 2 doors Width of Exit / Means of Egress 710 mm (Min.) 1220 mm (Max.) 90cm (Min.) – Sleeping Room to Outside 60cm (Min.) – Interior Door Illumination of Signs 10.7 lux @ FL 0.005 lumens / sqcm 0.005 lumens / sqcm OCCUPANT LOAD ASSEMBLY Auditoriums, Theaters, Churches, Dance Floors, 0.65 sqm / person 0.65 sqm / person 0.65 sqm / person
● JNIPUFQ©2015 ● Page 30 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Dining Room., Drinking Est., Exhibit Rm., Gymnasia 1.40 sqm / person 1.40 sqm / person Reviewing Stands, Stadia, Waiting Spaces 0.65 sqm / person 0.28 sqm / person 0.28 sqm / person EDUCATIONAL Classrooms 1.80 sqm / person 1.80 sqm / person 1.90 sqm / person Conference Rooms, Exhibit Rm., Gym 1.40 sqm / person Shops, Labs 4.60 sqm / person 4.60 sqm / person 4.60 sqm / person Dry Nurseries W/ Sleeping 3.30 sqm / person INSTITUTIONAL Hospitals, Sanitaria 8.40 sqm / person Nursing Homes, Children’s Homes, Home for the Aged 7.40 sqm / person Nurseries for Children 3.25 sqm / person Sleeping Area 11.00 sqm / person 11.10 sqm / person 11.10 sqm / person Treatment Area 22.00 sqm / person 22.30 sqm / person 22.30 sqm / person RESIDENTIAL 28.00 sqm / person 18.00 sqm / person MERCANTILE Basement (Covered Walls) 2.80 sqm / person 4.30 sqm / person 2.80 sqm / person Ground Floor (Street Floor With Direct Access, Sales Floor) 2.80 sqm / person 2.80 sqm / person Upper Floors 5.60 sqm / person 5.60 sqm / person Offices, Storage, Shipping 9.30 sqm / person 5.60 sqm / person 9.30 sqm / person Split Level 3.70 sqm / person Parking Garages 18.60 sqm / person BUSINESS 9.30 sqm / person INDUSTRIAL Warehouses, 28.00 sqm / person 9.30 sqm / person 9.30 sqm / person Mechanical Equipment Room 28.00 sqm / person Aircraft Hangars 48.50 sqm / person Garages 9.30 sqm / person
● JNIPUFQ©2015 ● Page 31 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING DOORS TYPE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT Main Door 900mm 2000mm 915mm 2000mm 800mm 2000mm 800mm 2000mm 800mm Service Door 700mm 2000mm 700mm 2000mm Bedroom Door 700mm 2000mm 700mm 2000mm Bathroom Door 600mm 1800mm 600mm 1800mm Mezzanine Door 1800mm 1800mm Pressure Force 4.0kg / 1.0kg (Closing) Pull Handles 1.06m above floor Kick Plates 0.30m to 0.40m WINDOWS Habitable Rooms 10% of Floor Area 10% of Floor Area Bathrooms 1/20 or 5% of Floor Area 1/20 or 5% of Floor Area STAIRWAYS OCCUPANT LOAD Class A Class B NEW EX-FIRE 10-below 750 mm (Min.) <2000 Persons 1120mm >2000 Persons 1420mm 915 mm 600 mm 600 mm 10-50 900 mm (Min.) 50 above 1100mm (Min.) Riser 200 mm (Max.) Entrance 100mm (2 steps) The height of every riser and the width of every tread shall be so proportioned that the sum of 2 risers and 1 tread, exclusive of its nosing projections is not less than 60.00 cm nor more than 63.50 cm 180 mm (Max) 100 mm (Min) 205 mm 250mm (Max.) Tread 250 mm (Min.) Entrance 300mm (2 steps) 280 mm 230 mm 200mm (Min.) Headroom 2000 mm 2000 mm 2000 mm 2000 mm Height Between Landings 3.60 m (Max.) 2.75m 3.70m 3660mm 3.60 m Dimension of Landings in the direction of travel Equal to the width of the stairway 1.20m (Max. – Straight Run) 1.12 m 600 mm Equal to the width of the stairway Maximum Variation in Height of Risers and Width of Run 5mm 5mm
● JNIPUFQ©2015 ● Page 32 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING FIRE EXIT STAIRS EX EX-SB Width (Min.) 55.9 cm 45.7 cm 60cm Landing (Hor. Dim.) 55.9 cm 45.7 cm 60 cm Rise (Max.) 22.9cm 30.5cm 23 cm Tread (Min.) (ex. Nosing) 22.9 cm 15.25 cm 23 cm Nosing Projection (Min.) 2.5cm NR Tread Construction Solid, 13mm Ø perforation Flat Metal Bars Solid, 13mm Ø perforation Max. Height Between Landings 3.66m NR 3.66 m Headroom (Min.) 2.13m 1.98m 2.00 m Access to Escape 61 cm X1.98 m (Door or casement windows) 76.20cm X 91.44 cm (double hung windows) 61 cm X1.98 m (Door or casement windows) 76.20cm X 91.44 cm (double hung windows) Level of Access Opening Not over 30.50 cm above floor; steps if higher Not over 30.50 cm above floor; steps if higher Discharge to Ground Swinging stair section Swinging stair section or Ladder Swinging stair section Capacity 45 persons / unit (Door) 20 persons / unit (Window) 38 persons / unit (Winders or Ladders from Balcony) 5 persons / unit (Window) 45 persons / unit (Door) 20 persons / unit (Window) GUARD AND HANDRAILS Handrails (Height) 800-900 mm from the nosing 760-865 mm above the surface of thread 760-865 mm above the surface of thread 800mm (Min.) 1200 mm (Max.) above the surface of thread 700-900 mm from the floor Guards (Height) 106cm 91cm (Interior Balconies & Mezzanines) 106cm 91cm (Interior Balconies & Mezzanines) Clearance from Wall 50mm 38mm 38mm 38mm 50mm
● JNIPUFQ©2015 ● Page 33 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Clearnce from Ledges 40mm Intermediate Handrails 223cm width, Vertical Balusters (Spacing) 15.25cm 15.25cm WIDTH OF RUN / THREAD DEPTH Winding and Circular Stairs 150mm (narrow edge) 200mm @300mm from narrow edge 150mm (narrow edge) 280mm @305mm from narrow edge 150mm (narrow edge) 200mm @300mm from narrow edge Curved Stairs 280mm @305mm from side Smallest Radius is not less than Stair Width Spiral Stairs 280mm RAMPS Class A Class B Wdth 122cm 76-122cm 1120mm 150mm / 6in 1.20 m Length 6.00m (Max.) If longer, provide 1.50m (Min.) landings Slope 1:8 (Max) 8-10% 10-17% 1:12 300mm 1:12 (Max.) Cross Slope 1:48 300mm Max. Rise for a single Run No Limit 3.66m 760mm Capacity - Down 60 45 Capacity - Up 45 45 FIREWALLS Thickness 150 mm / 6in Vertical Extension 400 mm 300 mm Horizontal Extension 600 mm 300 mm SETBACKS Low Density Residential (R-1) 4.50 m Front 2.00 m Side 2.00 m Rear As per PD1096 (NBCP) Medium Density Residential (R-2) Basic / Maximum 3.00 m / 8.00 m Front 2.00 m Side 2.00 m Rear
● JNIPUFQ©2015 ● Page 34 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING High Density Residential (R-3) Basic / Maximum 3.00 m / 8.00 m Front 2.00 m Side 2.00 m Rear 1.50 m Front 1.50 m Side 2.00 m Rear 1.50 m Front 1.50 m Side 2.00 m Rear Subdivision 3.0m (Depth) x 5.0m (Length) from Main Public Road DISTANCE BETWEEN BUILDINGS / CLEARANCE BETWEEN ROOF EAVES 1 ot 2 storeys 4.0m / 1.50m 3 to 4 storeys 6.0m / 2.0m More Than 4 Storey 10.0m / 6.0m Blank Walls / No Openings 2.0m / 1.0m SIDEWALKS & ARCADES Min. of width of sidewalk 1/6 of R.O.W 0.60m to 1.00m 0.60m to 1.00m 0.60m to 1.20m 0.50m to 1.20m 0.50m to 1.20m 1.20 m Planting Strip 0.20m to 1.20m 800 mm for sidewalks  2.00 m in width 0.20m to 1.20m 0.40m to 1.30m 0.40m to 1.30m 0.40m to 1.30m DRIVEWAYS, ENTRANCES & EXITS Slope of entryway 1:3 or 1:4 1:3 or 1:4 Max. slope of ramps 1:8 (Exit Coutrts) 1:10 (Exit Passageway) 1:12 (Max.) 1:48 (Max. Cross Slope) 15% 15% 1:12 Max. length 6.00 m w/o landing Minimum Width of Ramps 1120 mm Maximum Rise for a single Ramp Run 760 mm ISAIAH 41:9-10 NEW KING JAMES VERSION (NKJV) You whom I have taken from the ends of the earth, And called from its farthest regions, And said to you, ‘You are My servant, I have chosen you and have not cast you away: Fear not, for I am with you; Be not dismayed, for I am your God I will strengthen you, Yes, I will help you, I will uphold you with My righteous right hand.’
● JNIPUFQ©2015 ● Page 35 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING PARKING REQUIREMENTS Size of Parking Slot 2.50 x 5.00 m (Perpendicular & Diagonal) 2.15 x 6.00 (Parallel) 3.60 x 12.00 m (Standard Truck) 3.60 x 18.00 m (Articulated Truck) 3.00 x 9.00 m (Jeepney / Shuttle) 2.50 x 5.00 m (Perpendicular & Diagonal) 2.00 x 6.00 m (Parallel) 2.50 x 5.00 m (Perpendicular & Diagonal) 2.15 x 6.00 m (Parallel) 3.70 x 5.00 m Multi-Family Dwelling & Condominiums 1 / 8 living units Off-Site Parking 200m 100m away Low-income single detached living units Lot Size = 100 sq. m Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units 50 sq. m below 50-100 sq. m 100 sq. m above 1 slot / 8 units 1 slot / 4 units 1 slot / 1 unit 1 slot / 8 units 1 slot / 4 units 1 slot / 1 unit 1 slot / 20 units 1 slot / 20 units AISLES WIDTH >60 Seats ≤ 60 Seats Serving 1 Side 800mm 915mm 760mm Serving Both Sides 1.00m 1220mm Side Aisles 1.10m Dead End Aisle 6.1m (Length) Exit Doors 1 pair / 5 rows 1.70m Width Distance between seats back to back 1.00m Slope 1:8 (12.5%) 12.5% (Max.) SEATS SEAT SPACING STANDARD Back-to-Back 840 mm 830 mm CONTINENTAL Unoccupied ≤ 18 Seats 450 mm ≤ 35 Seats 500 mm ≤ 45 Seats 525 mm ≥ 46 Sets 550 mm
● JNIPUFQ©2015 ● Page 36 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Width 450 mm (Min.) 480 mm (Max.) ROW SPACING Without Back Rest 600mm 830mm (Max.) 680mm (Min.) With Backrest 750mm Chair Seating 850mm Back to Front 300mm 300mm RISE Between Rows 400mm Seats Between WALL & AISLE 7 Seats 7 Seats Seats Between AISLES 14 Seats May be increased to 30 if doors are provided along each side 14 Seats May be increased to 30 if doors are provided along each side SPACING BETWEEN SEAT & AISLE Open Air without backrest 15 (Max.) Within Buildings Without Backrest 6 Seats Open Air with backrest 6 Seats WATER REQUIREMENT Average Daily Demand (ADD) 150 Liters / Capita / Day (LCPD) 150 Liters / Capita / Day (LCPD) Water Tank Capacity 20% ADD + Fire Reserve ELECTRICAL REQUIREMENT Street Lighting Per Pole if 50 m Distance @ every other Pole if <50m Distance Per Pole if 50 m Distance @ every other Pole if <50m Distance SEWAGE DISPOSAL Septic Tank Individual as per PD856 (Sanitation Code of the Philippines) Communal or Individual as per PD856 (Sanitation Code of the Philippines) DRAINAGE SYSTEM Minimum Diameter of Drainage Pipe 30cm 300mm Location Underground Underground Minimum Drainage System Reinforced Concrete Pipes (RCP) Concrete lined canal with load bearing cover GARBAGE DISPOSAL SYSTEM Type Independently or LGU Garbage Collection
● JNIPUFQ©2015 ● Page 37 ● VERNACULAR TERMS VERNACULAR ENGLISH Kalinya Aligned Asintada Alignment Uno-Sin-Otra Alternate Unosinotra Alternate/Staggered Liyabe Anchor Caida Ante-Sala From Stairs Batidura Astragal Balcon Balcony Barandillas Baluster Trankilya Barrel Bolt Rodapis Baseboard Baño Bath Banyera Bath Tub Biga Beam Cuarto, Alcoba, Dormitorio Bedroom Pierno Bolt Barakilan , Tirante Bottom Chord Tirante Bottom Chord Bisagra Butt Hinge Espolon Cabinet Hinge Okum Calikum Media Agua Canopy, Awning Tubo Pundido Cast Iron Pipe Estopa Caulk Cotton Kisame Ceiling Kostilyahe Ceiling Joist Landrilyo Cement Brick Baldosa Cement Tile Baral De Kadena Chain Bolt Madre De Escalera Closed Stringer Sinturon Collar Plate Poste Column Larga Masa Concrete Slab Alulod- Conductor VERNACULAR TERMS VERNACULAR ENGLISH Kontratista Constructor Kanto Corner Hiero Kanalado Corrugated G.I. Sheet Patio, Courtyard Escondro Crushed Stone Pie De Gallo Diagonal Brace Comedor, Dining Room Bangguerahan Dish Rack Batidora Door Fillet Or Astragal Sumbrero Door / Window Head Hamba Door / Window Jamb Abang Dowel Tubo De Banada Downspout Sepillado Dressed Lumber Escombro Earth Fill Sibe, Alero Eave Tabike Exterior Siding Senepa Fascia Board Piye Feet Tambak Fill Batidura Fillet Soleras Floor Joist Guililan Floor Sill Dotal Floorboards Suelo Flooring Alahado Flush Fundacion Footing Zaguan, For Caroza Kapatas, Maestro De Obra Foreman Balangkas Frame Work Balangkas Framework Tubo Galbanisado G.I. Pipe Lingueta G.I. Sheet Strap Dos Aguas Gable Roof VERNACULAR TERMS VERNACULAR ENGLISH Guililian, Sepo, Kuling Girder Sepo (Kapatas) Girt Canal Groove Alulod, Kanal Gutter Caida Hall Gabay Handrail Quatro Aguas Hip Roof Pabalagbag, Trabe Anzo Horizontal Stud Quadra, Horse Stable Pulgada Inches Hiero Iron Pendulum, Tabike King Post Cocina, Kitchen Prigadero Kitchen Sink Piyon Laborer Mesa, Mesita Landing Lababo Lavatory Asinta Laying Of Chb Sibe Lean-To Roof Sala, Living Room Dulang Low Table Pierno Pasante Machine Bolt Kanteria lastilyas Mansory Lastilyas Mansory Fill Kantero Mason Suban Metal Work, Temper Kanto Mesa Miter Joint Paupo Mortar Kustura Mortar Joint Muldura Moulding Punsol Neil Setter Estanyo Nicolite / Soldering Bar Truerka Nut Azotea, Open Terrace VERNACULAR TERMS VERNACULAR ENGLISH Bolada Overhung, Projection De Bandeha Panel Door Dispensa, Pantry Dingding Partition Plantilya Pattern, Sched Piketa Pick Work Hiero Liso Plain G.I Sheet Palitada Plaster/Stucco Kusturada Plastered Course Tapon Plug Hulog Plumb Bob, Plumbline Poste / Haligi Post Reostra Purlin Masilya Putty Media Cana Quarter Round Prases Queen Post Vaciad, Basiador Rabbet Kilo Rafter Andamio Ramp Kabilya Reinforcing Bars Caballet, Kaballete Ridge Roll Takip Silipan Riser Rimatse Rivets Lastillas Sand And Gravel Plancha, Andamiyo Scaffolding Batak Scrapped Filler Rebokada Scratch Coat Tuerka Screw Nut Roskas Screw Thread Poso Negro Septic Vault Dutcha Shower Ducha Showerhead Pendulon Siding (Ext) Guililan, Sepo Sill Krokis Sketch Plan VERNACULAR TERMS VERNACULAR ENGLISH Bahada Slope Hinang Solder Biento Spacing Biento Spacing/Gap Hagdan Stair Estaka Stake Bodega, Storeroom Hardinera Stringer (Open) Latero Tinsmith Letrina Or Comun, Toilet Tahilan Top Chord Baytang Tread Pergola Trellis Kilo Truss Monyeka Varnish Entresuelo, Vault Pilarete Vertical Stud Planchuelo W.I Strap Asolejo, Asolehos Wainscoting Tile Bagad Wall Post Pitsa Washer Chapa Washer (Iron) Aljibe, Water Cistern Inodoro Water Closet Pasamano Window Sill Poleya Wiring Knob Haspe Wood Grain Tabla Wood Plank Plantsuela Wrought Iron Strap
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  • 1. ● JNIPUFQ©2015 ● Page 1 ● CONCRETE MIXTURE PROPORTION CLASS PROPORTION CEMENT SAND GRAVEL STRENGTH MINIMUM REQUIRED ULTIMATE COMPRESSIVE STRENGTH WATER [US Gallons / 94lbs (40kg) Cement] USES 40KG (94lbs) 50KG (110lbs) CYLINDER [h=2h] CUBE [150mm X 150mm X 150mm] AAA 1 : 1 : 2 Pre-Stressed and Post-Tensioned AA 1 : 1.5 : 3 12 9.5 0.5 1 4000 2400 2800 Underwater retaining wall, shear wall and elevator core walls A 1 : 2 : 4 9 7 0.5 1 3500 2000 2400 5 Footings, pier, columns, girders, beams, joists and slabs B 1 : 2.5 : 5 7.5 6 0.5 1 3000 1600 2000 5.75 Slabs on fill and non-load bearing wall or 4” CHB C 1 : 3 : 6 6 5 0.5 1 2500 1300 1600 6.5 Concrete plant boxes and parapet walls D 1 : 3.5 : 7 5 4 0.5 1 2000 1000 1200 7 Plant boxes, footpaths, walkway and lean concrete CLASSIFICATION OF PORTLAND CEMENT Portland Cement: hydraulic cement made by burning a mixture of clay and limestone in a rotary kiln and pulverizing the resulting clinker into a very fine powder, named for its resemblance to a limestone quarried on the Isle of Portland, England. TYPE I Normal A Portland cement used for general construction, having none of the distinguishing qualities of the other types. TYPE II Moderate A Portland cement having a reduced content of tricalcium aluminate, making it more resistant to sulfates and causing it to generate less heat of hydration: used in general construction where resistance to moderate sulfate action is required or where heat buildup can be damaging, as in the construction of large piers and heavy retaining walls. TYPE III High Early Strength A very finely ground Portland cement having an increased content of tricalcium silicate, causing it to cure faster and gain strength earlier than normal Portland cement: used when the early removal of formwork is desired, or in cold-weather construction to reduce the time required for protection from low temperatures. TYPE IV Low Heat A Portland cement having a reduced content of tricalcium silicate and an increased content of dicalcium silicate, causing it; to generate less heat of hydration than normal Portland cement; used in the construction of massive concrete structures, such as gravity dams, where a large buildup in heat can be damaging. TYPE V Sulfate Resisting A Portland cement having a reduced content of tricalcium aluminate, lessening the need for gypsum, a sulfate normally added to cement to retard its setting time: used where resistance to severe sulfate action is required. Air –Entraining Portland Cement A Type I, Type II, or Type Ill Portland cement to which a small quantity of an air entraining agent has been inter-ground during manufacture; designated by the suffix A, as in Type IA, Type IIA, or Type IllA. White Portland Cement A Portland cement produced from raw materials law in iron oxide and manganese oxide, the substances that give concrete its gray color; used in precast concrete work and in the making of terrazzo, stucco, and tile grout.
  • 2. ● JNIPUFQ©2015 ● Page 2 ● MORTAR & PLASTER MIXTURE PROPORTION COMPUTATION FACTORS FOR CHB PLASTER CLASS PROPORTION CEMENT SAND CHB MORTAR FILL (cu.m.) MORTAR LAY (cu.m.) 1 SIDE / CHB 0.0023 40 KG 50 KG 1 SIDE / SQ.M. 0.029 A 1 : 2 18 14.5 1 4” [10x20x40] 0.0015 0.001016 REBAR WEIGHT PER METER (kg) B 1 : 3 12 9.5 1 Ø2 / 162 Ø2 x 0.00617 C 1 : 4 9 7 1 6” [15X20X40] 0.0030 0.001524 Ø REBAR (mm) D 1 : 5 7.5 6 1 # / 8 x 25.4 # x 3.125 8” [20X20X40] 0.0045 0.002032 # REBAR #CHB / M2 12.5 pieces (Ø x 8) / 25.4 MINIMUM THICKNESS OF NON-PRE-STRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE COMPUTED (members are not supporting or attached to partitions or other construction likely to be damaged by large deflections)PERMISSIBLE SUMP CONSISTENCY DESCRIPTION MAXIMUM MINIMUM DESCRIPTION SOLID ONE-WAY SLAB BEAMS / RIBBED ONE- WAY SLAB Slabs, beams, thin reinforced walls & bldg. columns 150mm (6”) 75mm (3”) Simply Supported L/20 L/16 Reinforced foundation walls and footings 125mm (5”) 50mm (2”) One End Continuous L/24 L/18.5 Plain Footings, caisson, and substructure walls 100mm (4”) 25mm (1”) Both Ends Continuous L/28 L/21 Pavements and floor laid on ground 75mm (3”) 25mm (1”) Cantilever L/10 L/8 Heavy mass construction 75mm (3”) 25mm (1”) for Fy other than 415Mpa, the values shall be multiplied by (0.4 + Fy/700) CONVERSION FACTORS 1 m2 1 m 1 ft 1 m3 1 (US) gallon 1 kg 1 lb 1 ton (RT) 1 km 1 tin 10.7639 ft2 3.2808 ft 0.3048 m 35.3147 ft3 0.003785412m3 2.205 lbs 0.4536 kg 12000 BTU 3280.8398 ft 4 gallons 1550.0031 in2 39.37 in 12.00 in 1000 L 3.785412 L 0.001 ton 0.0004536 ton 39,370.078 in 16 liters 264.1721 USG 0.13368055 ft3 64 quarts 231 in3 256 pints
  • 3. FORMUL BO [T(in) x W (mult [T(in) x W (mult Boa (D Sin = Op Use Angle O = H = WEIGHT LA ARD FOOT W(in) x L(ft)] / 12 tiplied by pieces) W(in) x L(in)] / 144 tiplied by pieces) ard foot Volume D – 4)2 x L 16 SOH pposite / Hypotenuse e when no A e = Sin-1 (O/H) = H x sin Θ = O / sin Θ TWO WAY SLAB T = PERIM T = [W(2) + T OF MATERIA St Con Wa VOLUME (Cy V = πr2 (V = Area of Circle CAH Cos = Adjacent / H Use when Angle = Cos A = H x co H = A / co B THICKNESS (T) METER / 180 + L(2)] / 180 ALS teel crete ater ylinder) PYT 2 h e x Height) Hypotenuse no O s-1 (A/H) os Θ os Θ A 2- W/ L/ ● JN HAGOREAN THEO c = √a2 + b2 TOA Tan = Opposite / Adjacen Use when no H Angle = Tan-1 (O/A O = A x tan Θ A = O / tan Θ -WAY 1-WA /L >0.5 W/L < /W <2 L/W > 7850 kg / m3 2400 kg / m3 1000 kg / m3 NIPUFQ©2015 ● Page OREM nt A) AY <0.5 > 2 CUR FOO WAL PLAS COL SLA BEA GIRD ARC BAL COP ETC R.C. R.C. e 3 ● RING PERIOD PARTS OF S OTINGS Massiv Cantilev Slab Fo LLS & STERS Massiv 0.30m – Thin wa <0.30m Cantilev counte UMNS Ratio o up to 4 Ratio o From 4 BS 3 to 7ft Over 7f AMS & DERS Sides Bottom CHES Spandr Spandr Main Ar USTRADE PINGS, . Steel & PILES & POSTS Sides Bottom FOR REMOVAL STRUCTURE e Footing ver Footing ootings e walls, – 2.00m high alls m – 2.00m high ver walls, buttresses, r forts, diaphragms f Height to Least Ø f Height to Least Ø to 15 spans ft spans ms (14ft max.) rel Walls rel Arches rches & Side forms m L OF FORMS T 1 day (24 hours) 5 days (120 hour 5 days (120 hour 1 day (24 hours) Add 1 day (24 2 days (48 hours Add 1.5 days Without Loads: S 2 days (48 hours 2 days (48 hours Add 1 day (24 5 days (120 hour Add ½ day (1 7 days (168 hour Add 1 day (24 3 days (72 hours 14 days (336 ho Add 1 day (24 7 days (168 hour 14 days (336 ho 21 days (504 ho 1 day (24 hours) 3 days (72 hours 14 days (336 ho TIME REQUIRED ) rs) rs) hours) per meter s) (36 hours) per meter SAME as Thin walls s) s) to 28 days (672 hours) hours) per meter of height rs) 2 hours) per foot of span rs) to 28 days (672 hours) hours) per foot of span s) ours) to 28 days (672 hours hours) per foot span rs) ours) ours) s) ours) t s)
  • 4. ● JNIPUFQ©2015 ● Page 4 ● 16 DIVISIONS DIVISION 1 G GENERAL REQUIREMENTS DIVISION 2 S SITE CONSTRUCTION DIVISION 3 C CONCRETE DIVISION 4 M MASONRY DIVISION 5 M METALS DIVISION 6 W WOOD AND PLASTICS DIVISION 7 T THERMAL AND MOISTURE PROTECTION DIVISION 8 D DOORS AND WINDOWS DIVISION 9 F FINISHES DIVISION 10 S SPECIALTIES DIVISION 11 E EQUIPMENT DIVISION 12 F FURNISHINGS DIVISION 13 S SPECIAL CONSTRUCTION DIVISION 14 C CONVEYING SYSTEMS DIVISION 15 M MECHANICAL DIVISION 16 E ELECTRICAL DIVISION 1 GENERAL REQUIREMENTS 01100 Summary 01200 Price and Payment Procedures 01300 Administrative Requirements 01400 Quality Requirements 01500 Temporary Facilities and Controls 01600 Product Requirements 01700 Execution Requirements 01800 Facility Operation 01900 Facility Decommissioning DIVISION 2 SITE CONSTRUCTION 02050 Basic Site Materials and Methods 02100 Site Remediation 02200 Site Preparation 02300 Earthwork 02400 Tunneling, Boring and Jacking 16 DIVISIONS 02450 Foundation and Load-Bearing Elements 02500 Utility Services 02600 Drainage and Containment 02700 Bases, Ballasts, Pavements and Appurtenances 02800 Site Improvements and Amenities 02900 Planting 02950 Site Restoration and Rehabilitation DIVISION 3 CONCRETE 03050 Basic Concrete Materials and Methods 03100 Concrete Forms and Accessories 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete 03400 Precast Concrete 03500 Cementitious Decks and Underlayment 03600 Grouts 03700 Mass Concrete 03900 Concrete Restoration and Cleaning DIVISION 4 MASONRY 04050 Basic Masonry Materials and Methods 04200 Masonry Units 04400 Stone 04500 Refractories 04600 Corrosion-Resistant Masonry 04700 Simulated Masonry 04800 Masonry Assemblies 04900 Masonry Restoration and Cleaning DIVISION 5 METALS 05050 Basic Metal Materials and Methods 05100 Structural Metal Framing 05200 Metal Joists 05300 Metal Deck 05400 Cold-Formed Metal Framing 05500 Metal Fabrications 05600 Hydraulic Fabrications 05700 Ornamental Metal 05800 Expansion Control 05900 Metal Restoration and Cleaning DIVISION 6 WOOD AND PLASTICS 06050 Basic Wood and Plastic Materials and Methods 06100 Rough Carpentry 16 DIVISIONS 06200 Finish Carpentry 06400 Architectural Woodwork 06500 Structural Plastics 06600 Plastic Fabrications 06900 Wood and Plastic Restoration and Cleaning DIVISION 7 THERMAL AND MOISTURE PROTECTION 07050 Basic Thermal and Moisture Protection Materials and Methods 07100 Damproofing and Waterproofing 07200 Thermal Protection 07300 Shingles, Roof Tiles, and Roof Coverings 07400 Roofing and Siding Panels 07500 Membrane Roofing 07600 Flashing and Sheet Metal 07700 Roof Specialties and Accessories 07800 Fire and Smoke Protection 07900 Joint Sealers DIVISION 8 DOORS AND WINDOWS 08050 Basic Door and Window Materials and Methods 08100 Metal Doors and Frames 08200 Wood and Plastic Doors 08300 Specialty Doors 08400 Entrances and Storefronts 08500 Windows 08600 Skylights 08700 Hardware 08800 Glazing 08900 Glazed Curtain Wall DIVISION 9 FINISHES 09050 Basic Finish Materials and Methods 09100 Metal Support Assemblies 09200 Plaster and Gypsum Board 09300 Tile 09400 Terrazzo 09500 Ceilings 09600 Flooring 09700 Wall Finishes 09800 Acoustical Treatment 09900 Paints and Coatings 16 DIVISIONS DIVISION 10 SPECIALTIES 10100 Visual Display Boards 10150 Compartments and Cubicles 10200 Louvers and Vents 10240 Grilles and Screens 10250 Service Walls 10260 Wall and Corner Guards 10270 Access Flooring 10290 Pest Control 10300 Fireplaces and Stoves 10340 Manufactured Exterior Specialties 10350 Flagpoles 10400 Identification Devices 10450 Pedestrian Control Devices 10500 Lockers 10520 Fire Protection Specialties 10530 Protective Covers 10550 Postal Specialties 10600 Partitions 10670 Storage Shelving 10700 Exterior Protection 10750 Telephone Specialties 10800 Toilet, Bath, and Laundry Specialties 10880 Scales 10900 Wardrobe and Closet Specialties DIVISION 11 EQUIPMENT 11010 Maintenance Equipment 11020 Security and Vault Equipment 11030 Teller and Service Equipment 11040 Ecclesiastical Equipment 11050 Library Equipment 11060 Theater and Stage Equipment 11070 Instrumental Equipment 11080 Registration Equipment 11090 Checkroom Equipment 11100 Mercantile Equipment 11110 Commercial Laundry and Dry Cleaning Equipment 11120 Vending Equipment 11130 Audio-Visual Equipment 11140 Vehicle Service Equipment 11150 Parking Control Equipment
  • 5. ● JNIPUFQ©2015 ● Page 5 ● 16 DIVISIONS 11160 Loading Dock Equipment 11170 Solid Waste Handling Equipment 11190 Detention Equipment 11200 Water Supply and Treatment Equipment 11280 Hydraulic Gates and Valves 11300 Fluid Waste Treatment and Disposal Equipment 11400 Food Service Equipment 11450 Residential Equipment 11460 Unit Kitchens 11470 Darkroom Equipment 11480 Athletic, Recreational, and Therapeutic Equipment 11500 Industrial and Process Equipment 11600 Laboratory Equipment 11650 Planetarium Equipment 11660 Observatory Equipment 11680 Office Equipment 11700 Medical Equipment 11780 Mortuary Equipment 11850 Navigation Equipment 11870 Agricultural Equipment 11900 Exhibit Equipment DIVISION 12 FURNISHINGS 16 DIVISIONS 12050 Fabrics 12100 Art 12300 Manufactured Casework 12400 Furnishings and Accessories 12500 Furniture 12600 Multiple Seating 12700 Systems Furniture 12800 Interior Plants and Planters 12900 Furnishings Restoration and Repair DIVISION 13 SPECIAL CONSTRUCTION 13010 Air-Supported Structures 13020 Building Modules 13030 Special Purpose Rooms 13080 Sound, Vibration, and Seismic Control 13090 Radiation Protection 13100 Lightning Protection 13110 Cathodic Protection 13120 Pre-Engineered Structures 13150 Swimming Pools 13160 Aquariums 13165 Aquatic Park Facilities 13170 Tubs and Pools 13175 Ice Rinks 13185 Kennels and Animal Shelters 16 DIVISIONS 13190 Site-Constructed Incinerators 13200 Storage Tanks 13220 Filter Under Drains and Media 13230 Digester Covers and Appurtenances 13240 Oxygenation Systems 13260 Sludge Conditioning Systems 13280 Hazardous Material Remediation 13400 Measurement and Control Instrumentation 13500 Recording Instrumentation 13550 Transportation Control Instrumentation 13600 Solar and Wind Energy Equipment 13700 Security Access and Surveillance 13800 Building Automation and Control 13850 Detection and Alarm 13900 Fire Suppression DIVISION 14 CONVEYING SYSTEMS 14100 Dumbwaiters 14200 Elevators 14300 Escalators and Moving Walks 14400 Lifts 14500 Material Handling 14600 Hoists and Cables 14700 Turntables 16 DIVISIONS 14800 Scaffolding 14900 Transportation DIVISION 15 MECHANICAL 15050 Basic Mechanical Materials and Methods 15100 Building Service Piping 15200 Process Piping 15300 Fire Protection Piping 15400 Plumbing Fixtures and Equipment 15500 Heat-Generation Equipment 15600 Refrigeration Equipment 15700 Heating, Ventilating, and Air Conditioning Equipment 15800 Air Distribution 15900 HVAC Instrumentation and Controls 15950 Testing, Adjusting, and Balancing DIVISION 16 ELECTRICAL 16050 Basic Electrical Materials and Methods 16100 Wiring Methods 16200 Electrical Power 16300 Transmission and Distribution 16400 Low-Voltage Distribution 16500 Lighting 16700 Communications 16800 Sound and Video CLASSIFICATION OF FIRE Water DryPowder Foam CO2 Vaporizing WetChem. CLASSIFICATION OF LUMINAIRES TYPES OF MORTAR ACCORDING TO STRENGTH CLASS USE CLASS DESCRIPTION TYPE STRENGTH A Ordinary Combustible Paper, Wood, Cloth, Trash, Rubber & Plastics L Indirect 90% to 100% of the light output is directed towards the ceiling and upper walls of the room. M HIGH STRENGTH MORTAR (2500 psi / 17,238 kPa) B Flammable Liquid Oil, Grease, Gasoline, Paint, Solvents & Tar L L Semi-Indirect 60% to 90% of the light is directed upwards; 40% to 10% downwards S MEDIUM HIGH STRENGTH (1800 psi / 12,411kPa) C Electrical Equipment Wiring, Fuse Boxes, Circuit Breakers, Machinery & Electrical Appliances L L General Diffuse (Direct- Indirect) provides approximately equal distribution of light upwards and downwards N MEDIUM STRENGTH (750 psi / 5,171kPa) D Combustible Metals Magnesium, Titanium, Zirconium, Sodium, Lithium & Potassium Semi Direct 60% to 90% of light is directed downwards; while 40% to 10% is directed upwards O LOW STRENGTH Interior non-load bearing walls and partitions K/F Combustible Cooking Kitchen fires involving large amounts of heated grease L L L L Direct 90% - 100% of the light output is directed downwards K VERY LOW STRENGTH Interior non-load bearing walls permitted by NBCP
  • 6. ● JNIPUFQ©2015 ● Page 6 ● BRANDS OF BUILDING MATERIALS (PHILIPPINES) MECHANICAL (AC) ELECTRICAL PLUMBING ROOFING FLOORING (LAMINATED) WATER PROOFING GLASS INSULATION PANEL  ALENALREE  CARRIER  CONDURA  COOLMASTER  DAIKIN  FEDDERS  FUJITSU  GREE  IDEC  IWATA  KELVINATOR  KOLIN  KOPPEL  LG COLLINS  MC QUAY  MITSUBISHI  MIDEA  NATIONAL  SAMSUNG  SANYO  SHARP  SUPER COOL  SUPREME  TRANE  UNI-AIR  WHIRLPOOL  ATLANTA (uPVC Moulding)  CHORUS LUX  CLIPSAL (Lights)  COLUMBIA (Wires)  DURAFLEX  GARTIM (Lights)  LUXPIA (Lights)  MOLDFLEX (uPVC Conduits)  PHELPS DODGE (Wires)  PHILFLEX (Wires)  ROYU (Elec. Devices)  ALASCO  ALFAIDRO (Pipes & Fittings  ANESCO (Fiber Glass)  ATLANTA (Pipes & Fittings)  BLUE MAGIC (Water Tanks)  CREATIVE (Fixtures)  ECOSAN (Pipes & Fittings)  EMERALD  FALCON (Fixtures)  GEBERIT  LUCKY (Pipes & Fittings)  NELTEX  POLYMUTAN  POWEREE  RNW  RNW PACIFIC (Pipes)  SANIMOLD (Pipes)  SUPER TANK  WEIDA (Septic Tanks; Storage Tanks)  APO  BAYER MAKROLON  COLENT(Polyc)  COLORSTEEL – MVP  DELOON  DN STEEL  ETERTON  GI SHEETS  GOOD LIFE  HEAT SHIELD  KANOPY  K-PLAST  MEGA  METALPLAS  ONDULINE  PLEXIGLASS  POLYLITE  RIVIERA  TILE STAR  WHISTLER  XANLITE (Polyc)  HORNITEX  INCRETE  KENT  KRONOTEX  MGS  MILAN  MULTI-LINE (Bamboo Flooring)  MULTIRICH  PRIMAFLOOR  PUYAT  STEIGER  ZETA  ABC  EQUA SUPREME  DR. SEAL  A-PLUS  CASTLE  DESTINY  DUROTECH  NOVSEAL  MORTABOND  BESSER  ARTES MEYER  CO BAN KIAT HARDWARE  CORSINI (Glass Rock Accent and Decorative Wall Tiles)  EPCO (Glass Façade)  JARO GLASS  KENNETH & MOCK  LE GRAND  LELUX ELECTRONICS (Glass Break Alarm)  LEXTON (Bathroom Glass Shelf)  TOTO (Bathroom Glass Shelf)  BETAFOAM  EXCEL COIL COATING CORPORATION  MACRO INDUSTRIAL  PHILIPPINE INSULATION  PRIME PRODUCT CONCEPTS SPEACIALISTS  THERMAC  WAH PHIL  WRIGHT  EASTERN WIRE  LATIMCO  MATIMCO  MULTI-LINE  PUYAT STEEL  ROOFSCAPE ELEVATORS/LIFT & ESCALATORS  OTIS  MITSUBISHI  SCHINDLER  FUJI  GOLDSTAR  HYUNDAI  WESTINGHOUSE  HITACHI BOARDS DOORS & WINDOWS ADHESIVE CEMENT TILES HAND TOOLS TANKS  BORAL PERFORATED  RICHMOND  ACCENDO  JARO  MIGHTY DOOR  POLY DOOR  ABC GYPSUM PUTTY  BETONIT  COWPROY  FIBER-23  POWERBOND Floor Adhesive (Puyat Steel)  TOTAL COAT  LAFARGE  REPUBLIC  RIZAL  VIBRO  APO (Vinyl Tiles)  EURO TILES  J.K. (China)  LVP (China)  MARIWASA  XIONGDI GRANITE  ZIRCONIO (Spain)  C-MART TOOLS  DAIKEN  LOTUS  MASCOT  STANLEY  BESTANK  FIRSTANK  SUPERTANK  WEIDA
  • 7. ● JNIPUFQ©2015 ● Page 7 ● PAINTS & STAINS BRANDS BOYSEN DAVIES DUTCHBOY JOTUN NIPPON SPHERO  ALTAMIRA (Min. Paint)  A-PLUS  BOSNY  BOYSEN  BRONCO  DAVIES  DECREA (Stone Coating)  DESTINY  DR.SEAL (Putty Filler)  DUTCH BOY  DYNATRON (Rubberized)  FLEXSEAL  FLINTKOTE  GLOBECONSU  HUDSON (Top Coat)  KONIG (Wood Stain)  MANOR  NATION  NIKKO (Spray Paints)  RJ  RUST-OLEUM  SPHERO  TITAN (Elastomeric)  UNIVERSAL  WIN  ZAR (Wood Stain)  ZYNOLITE (Spray)  ACQUA EPOXY  ACRYTEX  AQUASEAL  CHALK CLOCKER  COOL SHADES  DECORE  DURAFILL  ECO PRIMER  ELASTI-KOTE  HEALTHY HOME  HUDSON  KNOXOUT  MARMORINO  MATTE SHIELD  NATION DREAMCOAT  NATION DURA-ROOF  PERMACOAT  PERMAPLAST  PERMATEX  PLEXIBOND  PRIMEGUARD  ROOFGARD  SKIMCOAT  TILEWORKS  TITAN SUPERFLEX  VIRTUOSO SILK TOUCH  WALLGUARD  XYLADECOR  ACREEX  AQUA GLOSS-IT  BIO-FRESH  CLEAN AIR  DA VINCI  ELASTOGEL  EPOXY ENAMEL  FUSION  GLOSS-IT  KERAMIFLOOR  LIQUID TILE  MEGACRYL  MONDO  MORTAFLEX  OIL WOODSTAIN  PONDO  POWERFLOOR  ROOFSHIELD  STAY CLEAN  SUN & RAIN  CLASSIC  GLOSS MASTA  NALCRETE  ROOFMASTER  TEX-A-CRETE  VERSATEX  CITO PRIMER 09  FUNGICIDAL WASH  GARDEX  JOTAPLAST  JOTAROOF  JOTASEALER 03  JOTASHIELD  JOTASHIELD PRIMER  MAJESTIC  STRAX EASY CLEAN  ULTRA PRIMER  WOODSHIELD  ACRYLIC 5170  ADVANCE  EXPRESSKOTE  FLEXISEAL  INSULCOAT  MOMENTO  ODOURLITE  PROTECTIVE  Q-SHIELD  VINILEX  WEATHERBOND  WEATHERBOND FLEX  CANADIAN  HYPER TONE  MANOR  ROOF TUFF  SHERTEX  SPHEREFLEX  SPHERETITE  TUFF SEAL  VTEX PAINT FINISHES TYPE USE DESCRIPTION LATEX for concrete a water-base paint (where the solvent is water) used for painting concrete and masonry surfaces ACRYLIC LATEX for timber &concrete Often advertised as 100% acrylic latex, a water-based paint, and is generally considered the highest quality latex paint. ENAMEL for timber Paints which use varnish as a vehicle. They have the ability of leveling brush marks, are more resistant to washing and rough usage, and have a harder and tougher film. They can have either a glossy, semi glossy or matt finish. RED OXIDE for steel to prevent rust protective paints for ferrous metal and are of two types: - Priming Paint, e.g. red lead, litharge, lead chromate; - Finish Paints, e.g., lead sulfate and zinc dust. PAINT ROOF ROOF EFFECTIVE WIDTH ROOF ACCESSORIES TYPE OF WALL FINISH SPREAD RATE PER GALLON ROOFING GI Sheet STANDARD SIZE SIDE LAP (Corrugations) EFFECTIVE WIDTH ACCESSORY EFECTIVE LENGTH SPREAD RATE 25m 2 to 40m 2 Plain GI Sheet 0.90 x 2.40 2 1/2 0.60 Gutter 2.35 Coarse to Rough (Wooden Trowel Finish) 30 m 2 Corrugated GI Sheet 0.80 x 1.50 to 3.60 1 1/2 0.70 Flashing 2.30 Fine to Coarse (Paper Finish) 35 m 2 GI Sheet Gauge 14 to 30 END LAP 0.25 to 0.30mm Ridge Roll 2.20 Smooth to Fine (Putty Finish) 40 m 2 Roofing Gauge 26 Valley Roll 2.30 Gutters &Valley Rolls Gauge 24 Hipped Roll 2.20
  • 8. ● JNIPUFQ©2015 ● Page 8 ● UAP DOC 202 (OLD) SPP DOC 202 (NEW) PHASE / STAGE COMMUTATIVE OPERATION ACTUAL PERCENTAGE MBF of PHP 1,000,000 PHASE / STAGE COMMUTATIVE OPERATION ACTUAL PERCENTAGE MBF of PHP 1,000,000 PRELIMINARY Feasibility Study 5% 5% 50,000 MOBILIZATION Feasibility Study 25,000 25,000 25,000 SCHEMATIC DESIGN Preliminary Design 15% 10% 100,000 SCHEMATIC DESIGN Preliminary Design 15% 15% -25,000 125,000 DESIGN DEVELOPMENT Working Drawings 35% 20% 200,000 DESIGN DEVELOPMENT Working Drawings 40% 25% 250,000 CONTRACT DOCUMENT Specifications / Contract Documents 85% 50% 500,000 CONTRACT DOCUMENT Specifications / Contract Documents 90% 50% 500,000 COMPLETION Part Time Supervision 100% 15% 150,000 COMPLETION Part Time Supervision 100% 10% 100,000 100% 1,000,000 100% 1,000,000 LIABILITY 10% LIABILITY 5% SUPERVISION 5% SUPERVISION 5% UAP DOC 203 UAP DOC 204 UAP DOC 205 SPECIALIZED ALLIED SERVICES CONSTRUCTION SERVICES POST-CONSTRUCTION SERVICES INTERIOR DESIGN 12% - 20% FULL TIME SUPERVISION QC, Documentation, Reports 1.0% - 1.5% Salary Basis Monthly MANAGEMENT FEE Percentage of Gross Rentals 4.0% - 6.0% LANDSCAPE DESIGN 10% - 15% CONSTRUCTION MANAGER Present only DURING construction of the project 1.5% - 3.0% UAP DOC 207 DESIGN-BUILD SERVICES ACOUSTICS, LIGHTING, ENGINEERING SERVICES 10% - 15% PROJECT MANAGER Present BEFORE-DURING-AFTER construction of the project 2% - 5% DESIGN-BUILD SERVICES By Administration 7% + RDS Fee DESIGN-BUILD SERVICES With Guaranteed Maximum Project Construction Cost 10% + RDS Fee Interest rate per annum in case of incomplete / non-payment 2% Government Employee As Architect-of-Record (AoR) INCENTIVE PAY TO COVER CIVIL LIABILITIES 1.5% of PCC & not more than 50%of Annual Salary
  • 9. ● JNIPUFQ©2015 ● Page 9 ● ARCHITECT’S MINIMUM BASIC FEE GROUP TYPE MBF BUILDINGS 50M 50M 100M 300M 500M 500M Php 50M Php 50M to 100M Php 100M to 200M Php 200M to 500M Php 500M to1B Over Php 1B 1 SIMPLE 6% Armories Bakeries Habitable Agricultural Structures Freight Facilities Hangars Industrial Buildings Manufacturing / Industrial Plants Packaging & Processing Plants Parking Structures Printing Plants Public Markets Service Garages Simple Loft-Type Buildings Warehouses 6% 5% 4% 3% 2% 1% 2 MODERATE 7% Art Galleries Banks, Exchange Financial Institutions Bowlodromes Call Centers Churches & Religious Facilities City/Town Halls & Civic Centers College Buildings Convents, Monasteries & Seminaries Dormitories Exhibition Halls & Display Structures Fire Sations Laundries & Cleaning Facilities Libraries Malls / Mall Complexes Motels & Apartels Multi-Storey Apartments Nursing Homes Office Buildings / Office Condominiums Parks, Playgrounds and Open Air Recreational Facilities Residential Condominiums Police Stations Postal Facilities Private Clubs Publishing Plants Race Tracks Restaurants / Fast Food Stores Retail / Wholesale Stores Schools Serviced Apartments Shopping Centers Showrooms / Service Centers Supermarkets / Hyper-markets Welfare Buildings Mixed-Use Buildings 7% 6% 5% 4% 3% 2% 3 EXCEPTIONAL 8% Airports / Wet & Dry Ports & Terminals Aquariums Auditoriums Breweries Cold Storage Facilities Convention Facilities Gymnasiums Hospitals & Medical Buildings Hotels Laboratories / Testing Facilities Marinas & Resort Complexes Medical Arts Offices & Clinics Mental Institutions Mortuaries Nuclear Facilities Observations Public Health Centers Research Facilities Stadia Telecommunication Buildings Theaters & Similar Facilities Transportation Facilities & Systems Veterinary Hospitals 8% 7% 6% 5% 4% 3% 4 RESIDENTIAL 10% Single-Detached Single-Attached or Duplex Row-houses or Shop-houses Small Apartment Houses and Townhouses JEREMIAH 29:11 NEW KING JAMES VERSION (NKJV) 11 For I know the thoughts that I think toward you, says the LORD, thoughts of peace and not of evil, to give you a future and a hope. 5 MONUMENTAL 12% Exposition & Fair Buildings Mausoleums, Memorials & Monuments Museums Specialized Decorative Buildings 6 REPETITIVE 100% (1st) 80% (2nd) 60% (3rd) 40% (4th) Re-used Design & Contract Documents for the similar buildings without amending the drawings and the specifications
  • 10. ● JNIPUFQ©2015 ● Page 10 ● ARCHITECT’S MINIMUM BASIC FEE GROUP TYPE MBF BUILDINGS 50M 50M 100M 300M 500M 500M 7 HOUSING 100% (1st) 60% (2nd-10th) 30% (11th + ) Several Residential Buildings on a single site with the use of one (1) set of plans / designs, specifications and related documents MATTHEW 7:7-8 NEW KING JAMES VERSION (NKJV) 7 “Ask, and it will be given to you; seek, and you will find; knock, and it will be opened to you. 8 For everyone who asks receives, and he who seeks finds, and to him who knocks it will be opened. 8 EXTENSIVE DETAILING 15% Design for built-in components or elements, built-in equipment, special fittings, screens, counters, Architectural Interiors, and Development Planning and / or design 9 ALTERATIONS / RENOVATIONS 150% Alterations, renovations, rehabilitations, retrofit and expansion / additions to existing buildings belonging to Groups 1 to 5 10 CONSULTATION / ARBITRATION PHP 200/hr for technical matters PHP 500 as expert witness The Architect is engaged to render opinion or give advice, clarifications or explanation on technical matters pertaining to architectural works ARCHITECT’S MINIMUM BASIC FEE PHYSICAL PLANNING SERVICES (OLD SPP) TYPE DESCRIPTION SCOPE BASIC FEE Moderately Flat 1 Industrial Estates Commercial Centers Sports Complexes Resorts Tourist Centers Amusement Parks Educational Campuses Institutional & Government Centers Site Planning of Complex Consisting of Several Structures within a Contiguous Site First 50 Hectares or less PHP 5,000 per Hectare Over 50 Hectares up to 100 Hectares PHP 250,000 + PHP 4,500 per Hectare in excess of 50 Hectares Over 100 Hectares up to 200 Hectares PHP 475,000 + PHP 4,000 per Hectare in excess of 100 Hectares Over 200 Hectares PHP 875,000 + PHP 3,000 per Hectare in excess of 200 Hectares 2 Subdivision Planning for housing on properties within Metro Manila, Cities, Regional Centers, and Provincial Capitals First 100 Hectares or less PHP 3,000 per Hectare Over 100 Hectares up to 200 Hectares PHP 300,000 + PHP 2,300 per Hectare in excess of 100 Hectares Over 200 Hectares PHP 550,000 + PHP 2,000 per Hectare in excess of 200 Hectares 3 Subdivision Planning for housing on properties located on other localities beside those under Type 2 First 100 Hectares or less PHP 2,000 per Hectare Over 100 Hectares up to 200 Hectares PHP 200,000 + PHP 1,500 per Hectare in excess of 100 Hectares Over 200 Hectares PHP 350,000 + PHP 1,000 per Hectare in excess of 200 Hectares Rugged with Steep Terrain Increase by 30% Preparation of Detailed Engineering Drawings & Specifications on ROADS, DRAINAGE, SEWERAGE, POWER & COMMUNICATION 4% of Development Cost
  • 11. ● JNIPUFQ©2015 ● Page 11 ● 2010 SPP DOCUMENTS IRR OF RA 9266 CODE OF ETHICS (UAP DOC 200) NO. DESCRIPTION CONTENTS A S TITLE 200 The 2006 Code Of Ethical Conduct (UAP) RULES 1 Title, Policy Statement, Definition of Terms and Scope of Practice SECTIONS 1 - 3 3 1 2 General Provisions 201 Pre-Design Services 2 Professional Regulatory Board of Architecture (PRBOA) Organization, Powers and Function 4 - 11 8 2 7 The Architect’s Responsibility in Relation to the PEOPLE 202 Design Services 3 Examination, Registration and Licensure 12 - 24 13 3 12 The Architect’s Responsibility in Relation to His / Her CLIENT 203 Specialized Allied Services 4 Practice of Architecture 25 - 39 15 4 5 The Architect’s Responsibility in Relation to the CONTRACTOR 204A Full Time Construction Services 5 Final Provisions 40 - 47 8 5 2 The Architect’s Responsibility in Relation to MANUFACTURERS, DEALERS & AGENTS204B Construction Management Services Violation of IRR of RA9266 205 Post-Construction Services PHP 100,000 – PHP 5,000,000 6 months to 6 years 6 22 The Architect’s Responsibility in Relation to His / Her COLLEAGUES AND SUBORDINATES206 Comprehensive Architectural Services Any HEAD OF GOVERNMENT AGENCY OR OFFICER(S) of a Private Firm / institution who violates – sub-paragraph of RA. No. 8981 207 Design-Build Services PHP 50,000 – PHP 500,000 6 months + 1 day to 6 years 7 1 Architect’s Credo 208 Architectural Design Competition (ADC) Without first executing a written CONTRACT/SERVICE AGREEMENT 8 3 Miscellaneous Provisions 209 Professional Architectural Consulting Services (PACS) Not less than PHP200,000 Not exceeding 6 years Violation of the Code 301 General Conditions PHP 100,000 – PHP 5,000,000 6 months to 6 years METHODS OF COMPENSATION APPLICATION METHODS OF SELECTION APPLICATION BASIS / PROCESS Percentage of Project Construction Cost (%PCC) Used Worldwide Direct Selection Relatively Small Project Reputation Recommendation of a Friend Recommendation of Former Client Recommendation of Another ArchitectMultiple of Direct Personnel Expenses (MDPE) Non-Creative Work Professional Fee Plus Expenses (PFPE) Continuing Relationship Comparative Selection Institutions, Corporations, Public Agencies (1) Invitation (2) Pre- Qualification (3) Interview (4) Verification (5) Evaluation & Ranking (6) NegotiationLump Sum or Fixed Fee (LS/FF) Government Projects Per Diem, Honorarium Plus Reimbursable Expenses Personal Time (50km) Architectural Design Competition (ADC) Civic or Monumental Projects Idea Competition Design Competition Design-Build CompetitionMixed Method of Compensation
  • 12. ● JNIPUFQ©2015 ● Page 12 ● SPP DOCUMENTS (201 – 209) DOC DESCRIPTION SCOPE 201 Methods of Compensation:  MDPE (1.5 – 2.5)  PFPE  LS/FF  PDHPRE  MMC PRE-DESIGN SERVICES (12) Manner of Providing Services  Architect of Record (AoR)  Consulting Architect for SDP Consultation Pre-Feasibility Studies Feasibility Studies Site Selection Analysis Site Utilization and Land-Use Studies Architectural Research Architectural Programming Space Planning Space Management Studies Value Management Design Brief Preparation Promotional Services 202 Methods of Compensation:  PCC  MDPE (1.5 – 2.5)  PFPE  LS/FF  PDHPRE  MMC REGULAR DESIGN SERVICES (RDS) (6) Manner of Providing Services  Architect of Record (AoR)  Consulting Architect for SDP  Single Contract / Sub-consultant  Separate Contract Project Definition Phase Schematic Design Phase Design Development Phase Contract Document Phase Bidding or Negotiation Phase Construction Phase 203 SPECIALIZED ARCHITECTURAL SERVICES (23)  Architect of Record (AoR)  Consulting Architect for SDP Architectural Interiors (AI) Services Acoustic Design Services Architectural Lighting Layout & Design Site Development Planning (SDP) Services Site & Physical Planning Services  Master Development Panning,  Subdivision Planning  Urban Design Comprehensive Development Planning (CDP) Services Historic & Heritage Conservation and Planning Security Evaluation & Planning Building System Design Facilities Maintenance Support Building Testing & Commissioning Building Environment Certification Forensic Architecture Building Appraisal Structural Conceptualization Preliminary Services Contract Documentation and Review Services Post-Design Services (Including Construction Services) Dispute Avoidance and Resolution Architectural Research Methods Special Building/Facility Planning & Design Building Components Management of Architectural Practices 204A FULL-TIME SUPERVISION SERVICES  Architect of Record (AoR)  Consulting Architect  Construction Supervision Group (CSG) Quality Control Evaluation of Construction Work Preparation of Daily Inspection Reports Filing of Documents SPP DOCUMENTS (201 – 209) DOC DESCRIPTION SCOPE 204B CONSTRUCTION MANAGEMENT SERVICES (4)  Construction Manager (CM) Coordination and Supervision Cost and Time Control Quality Control of Work Keeping of Records 205 POST-CONSTRUCTION SERVICES (2) Building & Facilities Administration  Building Maintenance  Grounds & Landscaping Supervision  Building Equipment Maintenance  Business Development and Management Post-Construction Evaluation 206 COMPREHENSIVE ARCHITECTURAL SERVICES (5) Pre-Design Services Regular Design Services (RDS) Specialized Architectural Services Construction Services Post-Construction Services 207 DESIGN-BUILD SERVICES (DBS) (2) Design-Build Services by Administration Design-Build Services on Guaranteed Maximum Cost 208 ARCHITECTURAL DESIGN COMPETITION (ADC)  Project ADCs for actual Projects proposed for implementation  Ideas Competition of Competition of Ideas set as a design planning exercise to elucidate the problem 209 Methods of Compensation:  Per Diem / Hourly  Retainer  ( Salary Cost x Multiplier) + Direct Cost / Reimbursable Expenses  LS/FF  PCC PROFESSIONAL ARCHITECTURAL CONSULTING SERVICES (PACS) Manner of Providing Services  Professional Consulting Architect (PCA) Program / Project Conceptualization & Development Technical Advice, Consultation and/or Counseling Schematic Design Teaching, Lecturing, Coaching, Mentoring Research & Development Documentation Pre-Investment/Pre-Feasibility and Feasibility Studies Marketing & Promotional Studies Land Use and Multi-Sectoral Development Planning, Development & Management Site Selection, Analyses, Evaluation, Ranking & Development Construction Project / Construction Management and/or Administration Post-Construction Evaluation Monitoring & Evaluation Training, Capability Building Continuing Professional Education (CPE) Capital Investment Programming
  • 13. ● JNIPUFQ©2015 ● Page 13 ● LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS DATE ARCHITECTURE LAWS RA9266 (34 ) An Act Providing for a More Responsive and Comprehensive Regulation for the Registration, Licensing and Practice of Architecture, Repealing for the Purpose Republic Act No. 545, as Amended, Otherwise Known as “An Act to Regulate the Practice of Architecture in the Philippines,” and for Other Purposes March 17, 2004 RA1581 Architecture Law of 1956 ( 34 – Corporate Practice) June 16, 1956 RA545 Architecture Law of 1950 June 17, 1950 REGULATORY AND ENFORCEMENT LAWS RA8981 Professional Regulation Commission Modernization Act December 5, 2000 PD223 Creating the Professional Regulation Commission June 22, 1973 LOI 1000 Letter of Instruction 1000 “…only PRC accredited bona fide professional organizations, and their members to organize host, sponsor or represent the Filipino professionals in national, regional and international forums, conferences, conventions where the concerned professions are involved, AND …all government agencies and any of its instrumentalities shall give priority to members of the accredited professional organizations in the hiring of its employees and in the engagement of professional services.” May 20, 1980 RA386 Civil Code of the Philippines June 18, 1949 EO546 Creating a Ministry of Public Works and a Ministry of Transportation and Communications July 23, 1979 RA7160 Local Government Code of the Philippines October 10, 1991 RA876 The Philippine Arbitration Law June 19, 1953 DESIGN AND CONSTRUCTION REFERENCE LAWS On Safety and Protection PD1096 Adopting A National Building Code Of The Philippines (NBCP) Thereby Revising R.A. No. 6541 Feb 19, 1977 IRR latest revision April 30, 2005 RA6541 An Act To Ordain And Institute A National Building Code Of The Philippines National Building Code Of 1972 August 26, 1972 LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS DATE RA9514 An Act Establishing A Comprehensive Fire Code Of The Philippines, Repealing Presidential Decree No. 1185 And For Other Purposes “Revised Fire Code of the Philippines of 2008” December 19, 2008 PD1185 Fire Code of the Philippines 1977 RA9263 Bureau of Fire Protection and Bureau of Jail Management and Penology Professionalization Act March 10, 2004 BP344 Enhancing the Mobility of Disabled Persons Feb 25, 1983 IRR latest revision April 30, 2005 On Housing and Funding PD957 Condominium and Subdivision Buyers’ Protective Decree July 12, 1976 RA 6552 Real Estate Buyers’ Protective Act August 26, 1972 RA 4726 The Condominium Act June 18, 1966 BP 220 Standards for Economic and Socialized Housing projects March 25, 1982 RA 8763 Home Guarantee Corporation Act March 7, 2000 EO 538 Prescribing the Administration of the Home Development Mutual Funds June 4, 1979 EO 90 Creating the Housing and Urban Development Coordinating Council December 17, 1986 RA 3469 Allowing the Construction of Multi-Storey Tenement Housing Projects for the Poor and Homeless June 16, 1962 RA 7279 Urban Development and Housing Act 29 March, 1992 RA 7835 Comprehensive and Integrated Shelter Finance Act On Water and Plumbing RA1378 National Plumbing Code of the Philippines January 28, 1959 latest revision December 21, 1999 RA6234 Creating the Metropolitan Waterworks and Sewerage System June 19, 1971 RA9286 Latest Amendment to PD198 or Provincial Water Utilities Act of 1973 April 2, 2004 PD1067 Water Code of the Philippines 1977
  • 14. ● JNIPUFQ©2015 ● Page 14 ● LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS DATE On Environment Protection RA9003 Ecological Waste Management Program Law January 26, 2001 RA3931 National Water and Air Pollution Control Commission June 18, 1964 PD1586 Establishing Environmental Impact Statement System 1978 PD1152 Philippine Environmental Code June 6, 1977 PD984 Pollution Control Decree 1976 PD772 Penalizing Squatting And Other Similar Acts 1975 GOVERNMENT SERVICE AND ETHICS LAWS RA8293 Intellectual Property Code of the Philippines June 22, 1997 / January 1, 1998 PD49 Decree on Intellectual Property November 14, 1972 RA3019 Anti-Graft and Corrupt Practices Act 1961 RA8974 Law on Acquisition of Right-of-Way, Site or Location for National Government Infrastructure Projects November 7, 2000 RA8439 Magna Carta for Scientists, Engineers, & Researchers in the Government December 22, 1997 RA6713 Code of Ethical Conduct of a Public Official and Employees 1972 EO525 Responsibility of the Public Estate Authority on Reclamation Projects February 14, 1979 UAP DOC 301 & NBCP (PD1096) DAYS ACTION 5 days  after written notice, contractor agrees to make repairs to correct defective work  from date of referral, C/M Fire Marshall shall submit recommendations to the BO 7 days  from receipt of notice to proceed, computation of contract time 10 days  before date needed, contractor to make request on drawings & materials  before beginning, suspending or resuming work, contractor to issue written notice  before written notice, contractor’s insurance policy will not be cancelled  before commencing excavation, notify owner of adjoining property UAP DOC 301 & NBCP (PD1096) DAYS ACTION 15 days  from date of change order, assertion of claims  after receipt of any instructions, contractor to inform architect of extra cost for extra work through written notice  after expiration of certificate of completion, make good known defects  after recognition of delay, contractor to issue a written notice  from NTP, contractor to submit complete breakdown of work and corresponding value  from Request of Payment, architect to issue or withhold certificate of payment  from approval of Request for Payment & Issuance of payment, owner to pay certified amount  from date of bidding, contractor to seek architect’s clarification  after request for payment, architect/owner fails to act, contractor may suspend or terminate work  upon certification of the architect justifying owner’s action, owner to terminate contract  contractor declares bankruptcy  disregard/violate provisions of contract documents / schedule  fail to provide qualified people & materials  fail to make payment to sub-contractors, workmen or dealers  from payment of required fees, issuance of Building Permit  from receipt of advice of the non-issuance, suspension or revocation of permits, file an appeal to the Secretary 30 days (1 month)  after award of arbitration, owner fails to pay contractor, contractor may suspend/terminate work  certificate of occupancy 60 days (2 Months)  to make good of known defects after issuance of certificate of completion (expiration of performance & payment bond) 90 days (3 Months)  suspension of work through no act of contractor and employees or order of court  retention (3 months after acceptance of work) 120 days (4 Months)  building permit validity  excavation shall not be left open without work being done 180 days (6 Months)  suspension of construction exceeds 6 months, the fee for the remaining works shall be doubled 365 days (12 months)  contractor’s guarantee bond effectivity  building permit validity if there was no construction  Changes, alterations and repairs may be made provided that in any 12- month period, the value of the work does not exceed 20% of the value of the existing building, and provided that, such changes do not add additional combustible material, and do not, in the opinion of the Building Official, increase the fire hazard;
  • 15. ● JNIPUFQ©2015 ● Page 15 ● UAP DOC 301 – GENERAL CONDITIONS ARCHITECT, OWNER & CONTRACTOR’S OBLIGATION Certificate Of Non Financial Obligation (By Contractor) After 65% completion of work, the contractor should present ARCHITECT shall  Inspect the project and  Issue Certificate Of Completion after certification CONTRACTOR will  Finish outstanding work during period of making good of all known defects of 60 days. After 98% substantial completion of contract work Owner fails to implement the plan, architect has completed the Detail Design & Contract Document Phase Architect is entitled to 90% of the Architect’s Fee Payments  on work completed minus 10% retention  When 50% of the contract has been accomplished, NO RETENTION shall be made  No payment in excess of 65% unless notarized statement is submitted Performance Bond (Guarantee to execute work) 15% of contract amount Payment Bond (Guarantee to pay obligations) 15% of Contract amount  valid until replacement of Guarantee Bond Guarantee Bond (Guarantee to quality of materials and workmanship) 30% of contract amount valid up to 1 yr from date of acceptance Overruns and underruns Not to exceed 5% If CONTRACTOR’s work is found defective Defray all expenses If CONTRACTOR’s work is found satisfactory Actual cost of labor and materials plus 15% Value of EXTRA WORK  Estimate and acceptance in lump sum  Does not exceed 20% of original contract price  Actual direct cost plus 15% Damage from fire or earthquake, typhoons or any fortuitous event may be repaired, using the same kind of materials of which the building or structure was originally constructed, Provided that, the cost of such repair shall not exceed 20% of the replacement cost of the building or structure. IRR OF RA 9266 SIGNIFICANT NUMBER OF YEARS 15 Years (180 Months)  Civil Liability on plans and specifications of Architect-of-Record under Article 1723 of the Civil Code 10 Years (120 Months)  PRBOA Member COR & PID validity qualification and active practitioner 5 Years (60 Months)  PRBOA Member should not be a faculty member (at least) prior to nomination 3 Years (36 Months)  Validity of PID  PRBOA Chairman to hold office 2 Years (24 Months)  Diversified Architectural Experience duly certified by RLA (3840 Hours)  1 (one) PRBOA Member to hold office 1 year (12 Months)  Credited as Diversified Architectural Experience with Master’s Degree  1 (one) PRBOA Member to hold office IRR OF PD 1096 FINES PHP 5,000  Light Violations PHP 8,000  Less Grave Violations PHP 10,000  Grave Violations PENALTIES (Without Building Permit) 10% of Building Permit Fees  Excavation for Foundation 25% of Building Permit Fees  Construction of foundation (including pile driving and laying of reinforcing bars) 50% of Building Permit Fees  Construction of superstructure up to 2.00 meters above established grade 100% of Building Permit Fees  Construction of superstructure above 2.00 meters 25% Surcharge  Failure to pay the annual inspection fee within 30 days from prescribed date PENAL PROVISIONS PHP 20,000 2 Years or Both  Any person, firm or corporation who shall violate any of the provisions of the Code and/or commit any act hereby declared to be unlawful
  • 16. ● JNIPUFQ©2015 ● Page 16 ● IRR OF RA 9266 CONTENTS Rule I Title, Policy Statement, Definition of Terms and Scope of Practice 3 01 Title 02 Statement of Policy 03 Definition of Terms Rule II Professional Regulatory Board of Architecture (PRBOA) Organization, Powers and Function 8 04 Creation and Composition of the Professional Regulatory Board 05 Qualification of Members of the Professional Regulatory Board 06 Term of Office 07 Powers and Function of the Board 08 Administrative Supervision of the Board, Custodian of its Records, Secretariat & Support Services 09 Grounds for Suspension or Removal of Members of the Board 10 Compensation and Allowances of the Board 11 Annual Report Rule III Examination, Registration and Licensure 13 12 Examination Required 13 Qualification of Applicant Examination 14 Subjects for Examination 15 Rating in the Licensure Examination 16 Report of Ratings (within 30 days) 17 Oath 18 Issuance of Certificate of Registration and Professional Identification Card 19 Roster of Architects 20 Seal, Issuance and Use of Seal (Prescribed by the Board) 21 Indication of Certificate of Registration / Professional Identification Card and Professional Tax Receipt 22 Refusal o Issue Certificate of Registration and Professional Identification Card 23 Suspension and Revocation of Certificate of Registration, Professional Identification Card or the Special / Temporary Permit 24 Re-Issuance or Replacement of Revoked or Lost Certificate of Registration, Professional Identification Card or the Special / Temporary Permit Rule IV Practice of Architecture (Sundry Provisions) 15 25 Registration of Architects Required 26 Vested Rights. Architects Registered When This Law Is Passed 27 Reciprocity Requirements 28 Continuing Professional Development (CPD) 29 Prohibition in the Practice of Architecture and Penal Clause 30 Prohibition in the Practice of Architecture 31 Liability of Representatives and Non-Registered Persons 32 Signing and Sealing of Architectural Plans, Specifications, Architectural Permit and Other Contract Documents IRR OF RA 9266 CONTENTS Rule IV Practice of Architecture (Sundry Provisions) 33 Ownership of Plans, Specifications, t and Other Contract Documents 34 Non-Registered Person Shall Not Claim Equivalent Service 35 Positions in Government Requiring the Services of Registered and Licensed Architects 36 Collection of Professional Fees 37 Limitation to the Registration of a Firm, Company, Partnership, Corporation or Association 38 Coverage of Temporary / Special Permits 39 Liability Insurance of A Person or Entity Allowed to Practice Under Temporary / Special Permit Rule V Final Provisions 8 40 Integration of the Architecture Profession 41 Implementing Rules and Regulations 42 Appropriations 43 Act Not Affecting Other Professionals 44 Enforcement of the Act 45 Separability Clause 46 Repealing Clause 47 Effectivity PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule I General Provisions 6 101 01 Title 102 02 Declaration of Policy 103 03 Scope and Application 104 04 General Building Requirements 105 05 Site Requirements 106 06 Definitions Rule II Administration and Reinforcement 13 201 07 Responsibility for Administration and Reinforcement 202 08 Technical Staff 203 09 General Powers and Function of the Secretary 204 10 Professional and Technical Assistance 205 11 Building Officials 206 12 Qualifications of Building Officials 207 13 Duties and Responsibilities of Building Officials 208 14 Fees 209 15 Exemption
  • 17. ● JNIPUFQ©2015 ● Page 17 ● PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule II Administration and Reinforcement 210 16 Use of Income from Fees 211 17 Implementing Rules and Regulations 212 18 Administrative Fines 213 19 Penal Provisions 214 20 Dangerous and Ruinous Buildings or Structures 215 21 Abatement of Dangerous Buildings 216 22 Other Remedies Rule III Permits and Inspection 9 301 23 Building Permits 302 24 Application of Permits 303 25 Processing of Building Permits 304 26 Issuance of Building Permits 305 27 Validity of Building Permits 306 28 Non-issuance, Suspension or Revocation of Building Permits 307 29 Appeal 308 30 Inspection and Supervision of Work 309 31 Certificate of Occupancy Rule IV Types of Construction 3 401 32 Types of Construction 402 33 Changes In Types 403 34 Requirements on Types of Construction Rule V Requirements of Fire Zones 7 501 35 Fire Zones Defined 502 36 Buildings Located in More Than One Fire Zone 503 37 Moved Buildings 504 38 Temporary Buildings/Structures 505 39 Center Lines of Streets 506 40 Restrictions on Existing Buildings 507 41 Designation of Fire Zones Rule VI Requirements of Fire Zones 4 601 42 Fire- Resistive Rating Defined 602 43 Fire- Resistive Time Period Rating 603 44 Fire-Resistive Standards 604 45 Fire- Resistive Regulations Rule VII Classification and General Requirements of All Buildings By Use or 9 701 46 Occupancy Classified 702 47 Change in Use 703 48 Mixed Occupancy 704 49 Location on Property PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Occupancy 705 50 Allowable Floor Areas 706 51 Allowable Floor Area Increases 707 52 Maximum Height of Buildings 708 53 Minimum Requirements for Group A Dwellings 709 54 Requirements for Other Group Occupancies Rule VIII Light and Ventilation 11 801 55 General Requirements of Light and Ventilation 802 56 Measurement of Site Occupancy 803 57 Percentage of Site Occupancy 804 58 Sizes and Dimensions of Courts 805 59 Ceiling Heights 806 60 Sizes and Dimensions of Rooms 807 61 Air Space Requirements in Determining the Size of Rooms 808 62 Window Openings 809 63 Vent Shafts 810 64 Ventilation Skylights 811 65 Artificial Ventilation Rule IX Sanitation 7 901 66 General Requirements 902 67 Water Supply System 903 68 Wastewater Disposal System 904 69 Storm Drainage System 905 70 Pest and Vermin Control 906 71 Noise Pollution Control 907 72 Pipes Materials Rule X Building Projection Over Public Streets 8 1001 73 General Requirements 1002 74 Projection into Alleys or Streets 1003 75 Projection of Balconies and Appendages Over Streets 1004 76 Arcades 1005 77 Canopies (Marquees) 1006 78 Movable Awnings or Hoods 1007 79 Doors, Windows, and the Like 1008 80 Corner Buildings with Chaflans
  • 18. ● JNIPUFQ©2015 ● Page 18 ● PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule XI Protection of Pedestrians During Construction or Demolition 8 1101 81 General Requirements 1102 82 Storage in Public Property 1103 83 Mixing Mortar on Public Property 1104 84 Protection of Utilities 1105 85 Walkway 1106 86 Pedestrian Protection 1107 87 Maintenance and Removal of Protective Devices 1108 88 Demolition Rule XII General Design and Construction Requirements 15 1201 89 General Requirements 1202 90 Excavation, Foundation, and Retaining Walls 1203 91 Veneer 1204 92 Enclosure of Vertical Openings 1205 93 Floor Construction 1206 94 Roof Construction and Covering 1207 95 Stairs, Exits, and Occupant Loads 1208 96 Skylights 1209 97 Bays, Porches, and Balconies 1210 98 Penthouses and Roof Structures 1211 99 Chimneys, Fireplaces, and Barbecues 1212 100 Fire-Extinguishing Systems 1213 101 Stages and Platform 1214 102 Motion Picture Projection Rooms 1215 103 Lathing, Plastering, and Installation of Wall Boards Rule XIII Electrical & Mechanical Regulations 2 1301 104 Electrical Regulations 1302 105 Mechanical Regulations Rule XIV Photographic and X-Ray Films 3 1401 106 Storage and Handling 1402 107 Classes of Film Exempted 1403 108 Fire Extinguishing System Rule XV Prefabricated Construction 1 1501 109 Prefabricated Assembly PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS Rule XVI Plastics 9 1601 110 Approved Plastics 1602 111 Installation 1603 112 Glazing of Openings 1604 113 Skylights 1605 114 Light-Transmitting Panels in Monitors and Sawtooth Roofs 1606 115 Plastic Light Diffusers in Ceilings 1607 116 Partitions 1608 117 Exterior Veneer 1609 118 Awnings and Canopies Rule XVII Sheet Metal Paint Spray Booths 4 1701 119 Sheet Metal Paint Spray Booth 1702 120 Fire Protection 1703 121 Light 1704 122 Ventilation Rule XVIII Glass and Glazing 5 1801 123 General Requirements 1802 124 Area Limitation 1803 125 Glazing 1804 126 Louvered Windows 1805 127 Impact Rule XIX The Use of Computers 3 1901 128 General Rule 1902 129 Program Documentation 1903 130 Submission of Computer-Generated Computations Rule XX The Use of Computers 6 2001 131 General Requirements 2002 132 Maintenance 2003 133 Design and Construction 2004 134 Supports and Anchorages 2005 135 Projections and Clearances 2006 136 Lighting Rule XXI Final Provisions 3 2101 137 Separability Clause 2102 138 Repealing and Amending Clause 2103 139 Effectivity Annotation: The DPWH published these 2004 Revised Implementing Rules and Regulations (IRR) of P.D. No. 1096 (the 1977 NBCP) on 01, 08 and 15 April 2005 in the Manila Standard Today. These IRR took effect 01 May 2005. To date, only RLAs can prepare, sign and seal architectural documents, in full accordance with R.A. No. 9266 (The Architecture Act of 2004), its IRR and derivative regulations and in accordance with this Revised IRR. APPROVED this 29th of October 2004.
  • 19. ● JNIPUFQ©2015 ● Page 19 ● PARKING REQUIREMENTS PARKING REQUIREMENTS CLASSIFICATION OF BUILDINGS BY USE OR OCCUPANCY (RULE VII)OCCUPANCY REQUIRED PARKING OCCUPANCY REQUIRED PARKING Low income single detached living unit with individual lots not more than 100m² 1 slot/10 units Amusement centers 1 slot/ 50m² of gross floor area GROUP TYPE DIVISIONS ZONES Clubhouses, beach houses, etc. 1 slot/ 100m² of gross floor area A RESIDENTIAL DWELLINGS A1, A2 R-1, R-2 Multi-family living units regardless of no. of stories with average living floor area of 50m² 1 slot / 8 units Factories, manufacturing, mercantile, warehouses and storage bin 1 slot/ 1000m² of gross floor area B RESIDENTIALS, HOTELS AND APARTMENTS B-1, B-2 R-3, R-4, R-5 Tourist bus parking 2 bus slots/ hotel or theater restaurant Multi-family living units regardless of no. of stories with average living floor area of above 50m² to 100m² 1 slot / 8 units College and universities 1 slot/ 5 classrooms C EDUCATION & RECREATION C-1, C-2 GI Hospitals 1 slot/ 25 beds D INSTITUTIONAL D-1, D-2, D-3 R-1, R-2 Multi-family living units regardless of no. of stories with average living floor area of more than 100m² 1 slot/1 unit Bowling alleys 1 slot/ 4 alleys E BUSINESS AND MERCANTILE E-1, E-2, E-3 C-1, C-2, C-3 LOADING REQUIREMENTS F INDUSTRIAL F-1 I-1 Hotels 1 slot/ 10 rooms OCCUPANCY LOADING G STORAGE AND HAZARDOUS G-1, G-2, G-3, G-4, G-5 I-2, UTS, Residential hotels and apartels 1 slot/ 5 units Stores, manufacturing, mercantile, wholesale and the like 1 loading slot for every 5000m² of gross floor area (minimum of 1 truck loading slot) H ASSEMBLY OTHER THAN GROUP I H-1, H-2, H-3, H-4 PRE, CUL Motels 1 slot/ 1 unit I ASSEMBLY OCCUPANT LOAD 1000 OR MORE I-1 CUL, PRE Shopping centers 1 slot/ 100m² Hotels and hospitals 1 truck loading slot Markets 1 slot/ 150m² SPECIAL PROVISION J ACCESSORY / AGRICULTURAL J-1, J-3, J-3 A, AI, PUD Restaurants, fast food outlets, bars and beerhouses 1 slot/ 30m² of customer area 1 accessible parking lot for 50-150 slots and an additional slot for every 100 thereafter. Nightclubs, supper clubs and theater- restaurants 1 slot/ 20m² of customer area DESIGNATION OF FIRE ZONES (Rule V, Sec. 507) Office building 1 slot/ 125m² of gross floor area TYPES OF CONSTRUCTION (Rule IV, Sec. 401) NON-FIRE RESTRICTIVE ZONES (Type I & II) Siting of buildings/structures are permitted without fire-resistivity measures, often located in the country sides or rural areasPension/ boarding/ lodging houses 1 slot/ 20 beds TYPE I Wood Construction Other buildings in business and commercial zones 1 slot/ 125m² of gross floor area TYPE II Wood Construction with protective fire-resistant materials (1 Hour) FIRE RESTRICTIVE ZONES (Types II, III, IV) Siting of buildings/structures are permitted within prescribed fire-resistivity measures for exterior walls of at least two-hour fire resistivity, located in suburban areasPublic assembly buildings 1 slot/ 50m² of spectator area TYPE III Masonry and Wood Construction Places of worship and funerary parlors 1 slot/ 50m² of congregation area TYPE IV Steel, Iron, Concrete, or Masonry Construction (1Hour) HIGHLY FIRE RESTRICTIVE ZONES (Types IV and V) Siting of buildings/structures are permitted within prescribed fire-resistivity measures for exterior walls of at least two-hour fire resistivity.Elementary schools, secondary schools, vocational and trade schools 1 slot/ 10 classrooms TYPE V Steel, Iron, Concrete, or Masonry Construction (4hours)
  • 20. ● JNIPUFQ©2015 ● Page 20 ● BP 344 (Accessibility Law) An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices. PERSONS / INDIVIDUALS LIABLE FOR ANY VIOLATION OF THE ACT BASIC PHYSICAL PLANNING REQUIREMENTS No group of people shall be deprived of full participation and enjoyment of the environment or be made unequal with the rest due to any disability. In order to achieve this goal adopted by the United Nations, certain basic principles shall be applied IMPLEMENTING RULES AND REGULATIONS Violator Person Liable / Sanction Seating Capacity For Disabled In PLACES OF ASSEMBLY Corporation, Organization or similar entity Officials 4- 50 2 seats ACCESSIBILITY The built environment shall be designed so that it shall be accessible to all people. This means that no criteria shall impede the use of facilities by neither the handicapped or non- disable citizens 51-300 4 seats Alien or Foreigner Immediate Deportation after service of sentence 301-500 6 seats Increase of 100 +1 seat Buildings / Establishment / Structure (1) Owner of Operator of the Building, Establishment or Structure (2) Contractor (3) Architect (4) Engineer (5) Building Official or Other Public Official in-charge with the issuance of Building Permit, registration, certification and/or inspection of the Building, Establishment or Structure Seating Capacity For Disabled In PUBLIC TRANSPORTATION REACHABILITY Provisions shall be adapted and introduced to the physical environment so that as many places or buildings as possible can be reached by all Regular Buses (50 Person Capacity) 5 seats near exit/entrance doors First Class/ Air-Conditioned (40 Person Capacity) 4 seats near the door USABILITY The built environment shall be designed so that all persons whether they be disabled or not, may use and enjoy it Passenger Train 6 seats/car nearest to the door Passenger Airplanes 2 seats/aircraft near the front exit/entrance door Air, Land and Sea Transportation (1) Owner/Operator of Public Transport (2) Body Builders (3) Safety Officers / Engineers / Managers (4) Drivers / Conductors / Conductresses (5) Public Official in-charge with the issuance of permits, registration, certification and inspection of the public transportation ORIENTATION Finding a person’s way inside and outside of a building or open space shall be made easy for everyone Jeepneys 2 seats (preferably the front seats) SAFETY Designing for safety insures that people shall be able to move about with less hazards to life and death Domestic Shipping 20 minute period to embark 1 hour disembarkation after arrival WORKABILITY & EFFICIENCY The built environment shall be designed to allow the disabled citizens to participate and contribute to development goals PUBLIC TELEPHONE 1 / 4 units CRIMINAL LIABILITY / PENALTIES RESPONSIBILITY FOR ADMINISTRATION AND ENFORCEMENTAs per Section 46 of RA7277 (Magna Carta for Disable d Persons) ANTHROPOMETRIC DATA FOR DISABLED PERSONS First Violation Php 50,000.00 – Php 100,000.00 6 months – 2 years Secretary of Public Works & Highways + Secretary of Transportation and Communication Length of Wheelchair 1.10 m to 1.30 m Width of Wheelchair 0.60 m to 0.75 m Subsequent Violations Php 100,000.00 – Php 200,000.00 2 years – 6 years COMPUTATION OF ACCESSIBLE UNITS Turning Diameter 1.50 m In the computation for the allocation of accessible units and seating capacity decimal greater than 0.5 shall be considered as one unit. In all cases a minimum of one (1) accessible unit shall be provided. Comfortable Reach (in Wheelchair) 0.70 m to 1.20 m Abuse of Privileges Php 5,000.00 – Php 50,000.00 6 months From Room Corners 0.40 m Knee and Leg Space under tables 0.70 m
  • 21. ● JNIPUFQ©2015 ● Page 21 ● BP 344 (Accessibility Law) An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices. HANDRAILS PARKING AREAS Installation Both Sides of Ramps and Stairs Outer Edges of Dropped Curbs (Not beyond the width of crossing) Location As close as possible to building entrances or to accessible entrances Perpendicular or to an angle to the road or circulation NOT at Ramped or Sloping Areas OUTSIDE AND AROUND BUILDINGS DROPPED CURBS Height 0.90 m (Straight Paths) 0.70 m (Above Steps / Ramps) 1.00 m to 1.06 m (Great Heights)Changes in Level By dropped curb Width 3.70 m (Min.) Locations Pedestrian Crossings Extension 0.30 m (Start / End of Ramps / Stairs) Walkway 1.20 m (Between front ends of cars) End of walkways of a private street or access road Full Grip 30 mm to 50 mm Dropped Curbs and Cut-Outs @ Raised Walkways Width Same width of crossing or 0.90 m (Min.) Clearance 50 mm (Walls); 40 mm (Ledges) Pavement Markings, Signs To delineate parking spaces for PWD Slope 1:12 Towards adjoining curb, 1:20 towards Road SIGNAGES INSIDE BUILDINGS & STRUCTURES Lowest Point 25 mm (Max.) from Road / Gutter Location Point Conveniently seen by PWD ENTRANCES CURB CUT-OUTS Color / Texture Contrasting Colors and Contrasting Gray Matter to make detection and reading easy Location Lobby Arrival & Departure Points When allowed Does not obstruct a walkway or lessen its width Elevator Access 1 Entrance Level Width 0.90 m Headroom 2.00 m Ramps Provide if Site Arrival grade is not same level as Entrance Level Slope / Gradient 1:12 Height 1.60 m (Max.); 1.40 m (Min.) WALKWAYS AND PASSAGEWAYS Raised Symbols , Letters, Numbers 1 mm; Braille Symbols Included Vestibules 1.80 m (D) x 1.50 m (W) Material Slip-Resistant CROSSINGS RAMPS Slope / Gradient 1:20 or 5% Location Near Perpendicular to Carriageway Narrowest, Most Convenient Part Close / Contiguous with Normal Pedestrian Desire Line Width (Clear) 1.20 m (Min.) Cross Gradient 1:100 Gradient 1:12 Width 1.20 m Length (1:12 Gradient) 6.00 m, (if longer add 1.50 m landing) Gratings 13 mm x 13 mm, 6.5mm (Max.) Projection Central Refuge (10.00m Carriageway) 1.50 m (Min.), 2.00 m (Preferred) Top and Bottom of Ramp 1.80 m (Level Area) Surface Continuous, 6.5 mm (Max.) Tactile Blocks / Surface High Enough to be felt by shoe sole Low enough not to cause tripping or affect mobility of wheelchairs Handrails Both Sides @ 0.70 m and 0.90 m Spaces (Busy / Lengthy Walkways 1.50 m (Min. Dimension) 12.00 m (Max. Length) Curbs 0.10 m (Both Sides) Most Beneficial Form Light Controlled Crossing having Pedestrian Phases Synchronized Audible Signals (prolonged, distinguished, by TEC) Railing Rise >0.20 m (To Vehicular Traffic) 1.80 m across the full width at lower endTo Guide the Blind Straightforward routes with Right Angle Turns Headroom 2.0 m (Min.) , preferably higher THRESHOLDS OPEN SPACES Flashing Green Period Based on 0.90 m/sec (Not 1.20 m/s) Maximum Height 25 mm, Ramped (Preferred) To Guide the Blind Define edges with Planters w/ dwarf walls, or a grass verge, or similar, which provides a texture different from the path. Steady Green Period 6 seconds or the crossing distance times 0.90 m/s, whichever is greatest SWITCHES Position / Location 1.20 m to 1.30m (H); 0.30 m from Latch
  • 22. ● JNIPUFQ©2015 ● Page 22 ● BP 344 (Accessibility Law) An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices. STAIRS GOVERNMENT OFFICIALS Tread Surface Slip-Resistant AGENCY OFFICIAL INSIDE BUILDINGS & STRUCTURES Nosing Slip Resistant / Slanted (AVOID Open Stringers) MMDA Francisco N. Tolentino DOORS Leading Edge Non-Skid Material with High Contrast Color DPWH Rogelio Singson Width (Clear) 0.80 m (Measured from the surface of the fully open door at the hinge to the Door Jamb at the stop Hazardous Areas 0.30 m (W) Tactile Strip DENR Ramon Jesus P. Paje ELEVATORS HLURB Antonio M. Bernardo Pressure Force 4.0 kg (Operable); Location 30.00 m (Max.) from Entrance HUDCC Jejomar C. Binay 1.0 kg (Closing Device Pressure – Interior Door) Dimension 1.10 m X 1.40 m NHCP Maria Serena I. Diokno Clear Level Space 1.50 m X 1.50 m (Before & Beyond) Control Panels 0.90 m to 1.20 m (H) NHA Chito M. Cruz 1.20 m if not into a corridor Button Controls 20 mm Ø; 1 mm (D) with Braille-Type Signs NEDA Arsenio M. Balisacan Out-Swinging Doors Storage Rooms, Closets, Accessible Restrooms SAFETY DOTC Joseph Emilio A. Abaya Door Knobs / Hardware 0.82m to 1.06 m; 0.90 m (Preferred) FENCING FOR ROADWORKS & FOOTWORKS Vertical Pull Handles 1.06 m OC (Preferred) Height (Top of Rail) 1.00 m above adjacent surface The professional of Architecture calls for men of the highest integrity, judgment, business capacity and artistic and technical ability. An Architect’s honesty of purpose must be above suspicion; he acts as professional adviser to his client and his advice must be unprejudiced; he is charged with the exercise of judicial functions as between client and contractor and must act with entire impartiality; he has moral responsibilities to his professional associates and subordinates; and he is engaged in a profession which carries with it grave responsibilities to the public. These duties and responsibilities cannot be properly discharged unless his motives, conduct, sense of moral values and ability are such as to command respect and confidence. Kick Plates 0.30 m to 0.40 m Tapping Rail 0.35 m above adjacent surface CORRIDORS NO GAPS between adjoining fence lengths, STRONG enough resistance Width (Clear) 1.20 m COVERS FOR EXCAVATIONS Recess / Turnabout 1.50 m X 1.50 m @ 12.00 m Spacing Width 1.20 m with 0.20 m Kickboard 3.50 m @ every Dead End If footway width is reduced to less than 1.20 m, cover will be full width of footway WASHROOM & TOILETS SIGNAGE FOR ROADWORKS ON CARRIAGEWAY Area 1.70 m X 1.80 m Location Verges or Similar Turning Space 2.25 m2; 1.50 m (Min. Dimension) Should not reduce the footway width to less than 1.20 m Number 1 / 20 WC; 2 / >20 WC EMERGENCY EXIT Signage ▲Men’s Washroom,  Women’s Washroom Tablets / Plan Located at Main Lobby 0.30 m Length or Diameter; 7.5 mm Thick Flashing Light / Signs At every change of direction Water Closet 0.45 m (H); Flush Control @ 1.20 m (H) AUDIBLE & VISIBLE ALARM SYSTEM Lavatories 0.80 m Height (Max.) 0.60 to 0.70 m Knee Recess Vertical Clearance 0.50 m Depth Audio-Visual Alarm In all fire sections as per (PD1185) Vibra-Alarms Deaf or Hearing Impaired Occupants Urinals Elongated or Through Lip of 0.48 m (H)  NOTHING FOLLOWS 
  • 23. ● JNIPUFQ©2015 ● Page 23 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING COMMUNITY FACILITIES No. Of Lots And/or DU NMPC ● CS & OCC ● ES ●● HS ●● TT ●● NMPC ● CS & OCC ● ES ●● HS ●● TT ●● 10 and below           11 to 99           100 to 499           500 to 999           1000 to 1499           1500 to 1999           2000 to 2499           2500 and Over           No. Of Lots And/or DU Per Hectare ● Mandatory Non-Saleable ●● Optional saleable but when provided in the plan the same shall be annotated in the title % of gross area of subdivision 150 and below 1.0% 151 to 225 1.5% Above 225 2.0% PARKS / PLAYGROUND No. Of Lots And/or DU Per Hectare % of gross area of project % of gross area of subdivision 20 and below 3.5% 21 to 25 4.0% 26 to 35 5.0% 36 to 50 6.0% 51 to 65 7.0% Above 65 9.0% 150 and below 3.5% 151 to 160 4.0% 161 to 175 5.0% 176 to 200 6.0% 201 to 225 7.0% Above 225 9.0% Min. Gross Saleable Area requiring PPG 1,000 sqm In no case shall an area allocated for parks and playgrounds be less than 100 square meters. An addition of 1% increment for every 10 or fraction thereof above 225. Min. Number of Condominium Units 10 or more Except when part of a Subdivision Project Or PPG 800m (Max. Distance) away without hazards
  • 24. ● JNIPUFQ©2015 ● Page 24 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Minimum Area 50 sqm Add 3.0 sqm for every added DU in excess of 10 Public Accessible Park Max. Distance 800 m HEIRARCHY OF ROADS HECTARES 2.5 and below Maj, Min, MC, Alley Maj, Min, MC, Alley Maj, Min, MC, Alley Major, Minor, MC, PW Above 2.5 - 5 Maj, Col, Min, MC, Alley Maj, Min, MC, Alley Maj, Min, MC, Alley Major, Minor, MC, PW Above 5 - 10 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Major, Minor, MC, PW Above 10 -15 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, PW Above 15 - 30 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, PW Above 30 Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, Alley Maj, Col, Min, MC, PW ROAD RIGHT-OF-WAY (RROW) Major Coll Minor Major Coll Minor Major Coll Minor Major Coll Minor HECTARES 2.5 and below 10 8 10 8 8 6.5 8 6.5 Above 2.5 - 5 12 10 8 10 8 10 6.5 10 6.5 Above 5 - 10 12 10 8 12 10 8 10 8 6.5 10 6.5 Above 10 -15 12 10 8 12 10 8 10 8 6.5 10 8 6.5 Above 15 - 30 15 12 10 12 10 8 12 8 6.5 10 8 6.5 Above 30 15 12 10 15 12 10 15 10 6.5 12 10 6.5 MC Alley MC Alley MC Alley PW MC Alley PW ROW 6 2 6 2 6 2 6 3 Carriageway 5 2 5 2 5 5 Interior Subdivision 10m (Interconnecting Road) PLANTING STRIPS & SIDE WALKS RROW (m) PW SW 30 and above 1.2 (0.6) 1/6 – 1/4 25 - 29 0.6 (0.3) 1/6 – 1/3 20 - 24 0.6 (0.3) 1/6 – 1/3 10 - 19 0.4 (0.2) 1/4 - 1/3 Below 10 Optional 1/4 - 1/3 PS SW PW SW PS SW PW SW 15 1.3 1.2 1.3 1.2 1.3 1.2 1.3 1.2 12 0.8 1.2 0.8 1.2 0.8 1.2 0.8 1.2 10 0.8 1.2 0.8 1.2 0.8 1.2 0.8 1.2 8 0.4 0.6 0.4 0.6 0.4 0.6 0.4 0.6 6.5 Optional Optional Optional 0.5 Optional 0.5
  • 25. ● JNIPUFQ©2015 ● Page 25 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Grass & Shrubs 200mm / side Trees 300mm / side Sidewalk SLope 1/50 ROADS PAVEMENT Major Concrete / Asphalt Concrete – 150mm Thick / 20.7Mpa @ 28 days Asphalt – 50mm Sidewalk – 17.2Mpa Concrete / Asphalt Minor Concrete / Asphalt Motor Court Macadam Sidewalk Macadam Path Walk / Alley Macadam INTERSECTIONS Distance between offset intersections 20m (Min.) 20m (Min.) GRADE / SLOPE Crown Slope 1.5% 1.5% to 9.0% Grades and Vertical Curbs 7.0% to 9.0% As per DPWH MINIMUM LOT SIZES Single Detached INT 301.00 sqm 120.00 sqm 100.00 sqm 72.00 sqm 64.00 sqm INS CL 365.00 sqmTL Price for Saleable lots shall not exceed 40% of the Maximum Selling Price of House and Lot Packages CTL EL 548.00 sqm Duplex / Single Attached INT Basic / Maximum 96.00 sqm 80.00 sqm 54.00 sqm 48.00 sqm INS 80.00 sqm / 192.00 sqm CL 96.00 sqm / 261.00 sqmTL CTL EL 140.00 sqm /378.00 sqm Row Houses INT Basic / Maximum 60.00 sqm 50.00 sqm 36.00 sqm 28.00 sqm INS 50.00 sqm / 400.00 sqm CL 75.00 sqm / 475.00 sqmTL CTL EL 200.00 sqm /700.00 sqm
  • 26. ● JNIPUFQ©2015 ● Page 26 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING R-4 Individual Townhouse Lots INT Not Allowed PHILIPPIANS 4:6-7 THE MESSAGE (MSG) 6-7 Don’t fret or worry. Instead of worrying, pray. Let petitions and praises shape your worries into prayers, letting God know your concerns. Before you know it, a sense of God’s wholeness, everything coming together for good, will come and settle you down. It’s wonderful what happens when Christ displaces worry at the center of your life. PROVERBS 16:3 NEW KING JAMES VERSION (NKJV) 3 Commit your works to the LORD, And your thoughts will be established. JEREMIAH 17:7-8 LIVING BIBLE (TLB) 7 But blessed is the man who trusts in the Lord and has made the Lord his hope and confidence. 8 He is like a tree planted along a riverbank, with its roots reaching deep into the water—a tree not bothered by the heat nor worried by long months of drought. Its leaves stay green, and it goes right on producing all its luscious fruit. INS 96.00 sqm CL 120.00 sqmTL CTL EL 180.00 sqm R-5 INT Not Allowed INS 500.00 sqm CL 540.00 sqmTL CTL EL 945.00 sqm Com-1 INT Not Allowed INS 204.00 sqm CL 238.00 sqmTL CTL EL Not Allowed Com-2 INT Not Allowed INS 301.00 sqm CL 365.00 sqmTL CTL EL Not Allowed Com-3 Industrial (I) General Institutional (GI) Cultural (C) INT Not Allowed INS 600.00 sqm CL 813.00 sqmTL CTL EL Not Allowed MINIMUM FLOOR AREA Single Detached As per PSO Computation 42 sqm 30 sqm 22 sqm 18 sqmDuplex / Single Attached Row Houses
  • 27. ● JNIPUFQ©2015 ● Page 27 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING LOT FRONTAGES (RESIDENTIAL) Single Detached a. Corner Lot Based on Classification Type of Occupancy 12.00 m 8.00 m b. Regular Lot 10.00 m 8.00 m c. Irregular Lot 6.00 m 4.00 m d. Interior Lot 3.00 m 3.00 m Duplex/Single Attached 8.00 m 6.00 m Row Houses 4.00 m 4.00 m 3.50 m MINIMUM LEVEL OF COMPLETION Single Detached Complete House (based on the submitted specifications) Complete House (based on the submitted specifications) Shell House (based on the submitted specifications) Duplex / Single Attached Row Houses LENGTH OF BLOCK ROW HOUSES 20 Units per Block 100 m Max. Length Max. = 400m >250m – PROVIDE 2.0m alley at midlength Max. = 400m >250m – PROVIDE 2.0m alley at midlength OPEN SPACE REQUIREMENTS Interior Lot 50% (A,B,C,D,J) 20% (E,F,G,H,I) As per PD1096 50% (Residential) 25% (Others) Inside Lot 20% (A,B,C,D,J) 15% (E,F,G,H,I) As per PD1096 20% (Residential) 15% (Others) Corner Lot 10% (A,B,C,D,J) 5% (E,F,G,H,I) As per PD1096 10% (Residential) 15% (Others) Through Lot 10% (A,B,C,D,J) 5% (E,F,G,H,I) As per PD1096 10% (Residential) 15% (Others) Corner-Through Lot 5% As per PD1096 10% (Residential) 15% (Others) Corner Lot Abutting 3 Or More Streets, Alleys, Rivers, Etc. 5% As per PD1096 5% for all Group Occupancies End Lot 30% - 50% (A,B,C,D,E2,H) 5% (H1,H2,H4,E3) As per PD1096 As per PD1096 CEILING HEIGHTS Habitable Rooms Artificial Ventilation 2.40 m Natural Ventilation 2.70 m Artificial Ventilation 2.00 m Natural Ventilation 2.70 m Artificial Ventilation 2.40 m Natural Ventilation 2.70 m Artificial Ventilation 2.00 m Natural Ventilation 2.70 m Artificial Ventilation 2.40 m Natural Ventilation 2.70 m Artificial Ventilation 2.40 m Natural Ventilation 2.70 m
  • 28. ● JNIPUFQ©2015 ● Page 28 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Buildings 2.70 m – 1st Storey 2.40 m – 2nd Storey 2.10 m – Succeeding Storeys 1.80 m – Mezzanine 2.30 m 2.13 m 2.00 m 2.00 m 2.00 m Mezzanine Floor 1.80m 1.80m (Min.) LIGHT & VENTILATION Min. dimension of court 2.00 m 1.50 m 2.00 m 2.00 m Passageway from Inner Court At least 1.20 m At least 1.20 m At least 1.20 m At least 1.20 m Min. Ht. Clearance from Firewall 1.00 m above the roof 1.00 m above the roof 1.00 m above the roof 1.00 m above the roof Headroom Clearance 2.00 m 2.00 m 2.00 m 2.00 m 2.00 m Sum of Areas of Openings in any Storey Less than 50% of total area of the wall on that storey Less than 50% of total area of the wall on that storey Less than 25% of total area of the wall on that storey Less than 25% of total area of the wall on that storey Window Openings At least 10% of the FA At least 10% of the FA At least 10% of the FA At least 10% of the FA Eaves over required windows At least 750 mm SIZE/ DIMENSION OF ROOMS Rooms for Human Habitation 6.00 sq. m w/ min. dimension of 2.00 m 18 sq. m for studio unit Kitchen 3.00 sq. m w/ min dimension of 1.50 m Toilet & Bath 1.20 sq. m w/ min. dimension of 0.90 m 1.80m x 1.70m 2.25 sq. m EXITS Minimum number 1 Occupant Load < 10 1 At least 2 exits 1 1 1 10-499 2 2 50-300 2 300-600 2 500-999 3 3 600-999 3 1000 (Class A) 4 4 4
  • 29. ● JNIPUFQ©2015 ● Page 29 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING DISTANCE TO EXITS WITHOUT Sprinkle System 45 m (Max.) 46 m (Max.) 46 m (Max.) 45 m (Max.) 45 m (Max.) 45 m (Max.) 45 m (Max.) WITH Sprinkle System 60 m (Max.) 61 m (Max.) 61 m (Max.) 60m (Max.) 60 m (Max.) 60 m (Max.) 60 m (Max.) Min. exit door width 900 mm 710 mm 900 mm 800 mm 800 mm 800 mm Min. exit door height 2.00 m 2.00 m 2.00 m 2.00 m 2.00 m 2.00 m Min. corridor width 1.10 m 1.12 mm 1.10 m 1.20 m 1.20 m 1.20 m Max. slope of passageway 1:8 1:8 1:8 1:8 Dead ends Max. of 6.00 m Max. of 6.00 m Max. of 12.00 m Max. of 12.00 m Max. of 12.00 m 3.50 m Mezzanine Floors >185.00 sqm / >18.00m in any dimension 2 stairways EXIT DETAILS Means of Egress STANDS @+0.50m AGL, 2 Exits, Open @ Both Ends >50 persons OPEN AIR STANDS 2 Exits, >300 persons BOILER ROOMS 2 Exits STAGE 1 Exit, 900mm (W) 1 Exit Stair, 750mm (W) Dressing Rooms 2 Exits, 750mm 2 (Balcony, mezzanine, storey) 3 (>500 to 1000) 4 (>1000) THRESHOLDS 130mm (Max. Height) 1/2 Slope >6mm Dwellings with more than 2 Rooms: 2 (1 of which is a door or stairway) Dwellings with more than 2 Rooms: 2 (1 of which is a door or stairway) Outside Window 1 / sleeping room 56cm (Least Dimension) 0.45 sqm (Area) 1.22cm (Above Floor) Except if Room has 2 doors 1 / sleeping room 56cm (Least Dimension) 0.45 sqm (Area) 1.22cm (Above Floor) Except if Room has 2 doors Width of Exit / Means of Egress 710 mm (Min.) 1220 mm (Max.) 90cm (Min.) – Sleeping Room to Outside 60cm (Min.) – Interior Door Illumination of Signs 10.7 lux @ FL 0.005 lumens / sqcm 0.005 lumens / sqcm OCCUPANT LOAD ASSEMBLY Auditoriums, Theaters, Churches, Dance Floors, 0.65 sqm / person 0.65 sqm / person 0.65 sqm / person
  • 30. ● JNIPUFQ©2015 ● Page 30 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Dining Room., Drinking Est., Exhibit Rm., Gymnasia 1.40 sqm / person 1.40 sqm / person Reviewing Stands, Stadia, Waiting Spaces 0.65 sqm / person 0.28 sqm / person 0.28 sqm / person EDUCATIONAL Classrooms 1.80 sqm / person 1.80 sqm / person 1.90 sqm / person Conference Rooms, Exhibit Rm., Gym 1.40 sqm / person Shops, Labs 4.60 sqm / person 4.60 sqm / person 4.60 sqm / person Dry Nurseries W/ Sleeping 3.30 sqm / person INSTITUTIONAL Hospitals, Sanitaria 8.40 sqm / person Nursing Homes, Children’s Homes, Home for the Aged 7.40 sqm / person Nurseries for Children 3.25 sqm / person Sleeping Area 11.00 sqm / person 11.10 sqm / person 11.10 sqm / person Treatment Area 22.00 sqm / person 22.30 sqm / person 22.30 sqm / person RESIDENTIAL 28.00 sqm / person 18.00 sqm / person MERCANTILE Basement (Covered Walls) 2.80 sqm / person 4.30 sqm / person 2.80 sqm / person Ground Floor (Street Floor With Direct Access, Sales Floor) 2.80 sqm / person 2.80 sqm / person Upper Floors 5.60 sqm / person 5.60 sqm / person Offices, Storage, Shipping 9.30 sqm / person 5.60 sqm / person 9.30 sqm / person Split Level 3.70 sqm / person Parking Garages 18.60 sqm / person BUSINESS 9.30 sqm / person INDUSTRIAL Warehouses, 28.00 sqm / person 9.30 sqm / person 9.30 sqm / person Mechanical Equipment Room 28.00 sqm / person Aircraft Hangars 48.50 sqm / person Garages 9.30 sqm / person
  • 31. ● JNIPUFQ©2015 ● Page 31 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING DOORS TYPE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT Main Door 900mm 2000mm 915mm 2000mm 800mm 2000mm 800mm 2000mm 800mm Service Door 700mm 2000mm 700mm 2000mm Bedroom Door 700mm 2000mm 700mm 2000mm Bathroom Door 600mm 1800mm 600mm 1800mm Mezzanine Door 1800mm 1800mm Pressure Force 4.0kg / 1.0kg (Closing) Pull Handles 1.06m above floor Kick Plates 0.30m to 0.40m WINDOWS Habitable Rooms 10% of Floor Area 10% of Floor Area Bathrooms 1/20 or 5% of Floor Area 1/20 or 5% of Floor Area STAIRWAYS OCCUPANT LOAD Class A Class B NEW EX-FIRE 10-below 750 mm (Min.) <2000 Persons 1120mm >2000 Persons 1420mm 915 mm 600 mm 600 mm 10-50 900 mm (Min.) 50 above 1100mm (Min.) Riser 200 mm (Max.) Entrance 100mm (2 steps) The height of every riser and the width of every tread shall be so proportioned that the sum of 2 risers and 1 tread, exclusive of its nosing projections is not less than 60.00 cm nor more than 63.50 cm 180 mm (Max) 100 mm (Min) 205 mm 250mm (Max.) Tread 250 mm (Min.) Entrance 300mm (2 steps) 280 mm 230 mm 200mm (Min.) Headroom 2000 mm 2000 mm 2000 mm 2000 mm Height Between Landings 3.60 m (Max.) 2.75m 3.70m 3660mm 3.60 m Dimension of Landings in the direction of travel Equal to the width of the stairway 1.20m (Max. – Straight Run) 1.12 m 600 mm Equal to the width of the stairway Maximum Variation in Height of Risers and Width of Run 5mm 5mm
  • 32. ● JNIPUFQ©2015 ● Page 32 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING FIRE EXIT STAIRS EX EX-SB Width (Min.) 55.9 cm 45.7 cm 60cm Landing (Hor. Dim.) 55.9 cm 45.7 cm 60 cm Rise (Max.) 22.9cm 30.5cm 23 cm Tread (Min.) (ex. Nosing) 22.9 cm 15.25 cm 23 cm Nosing Projection (Min.) 2.5cm NR Tread Construction Solid, 13mm Ø perforation Flat Metal Bars Solid, 13mm Ø perforation Max. Height Between Landings 3.66m NR 3.66 m Headroom (Min.) 2.13m 1.98m 2.00 m Access to Escape 61 cm X1.98 m (Door or casement windows) 76.20cm X 91.44 cm (double hung windows) 61 cm X1.98 m (Door or casement windows) 76.20cm X 91.44 cm (double hung windows) Level of Access Opening Not over 30.50 cm above floor; steps if higher Not over 30.50 cm above floor; steps if higher Discharge to Ground Swinging stair section Swinging stair section or Ladder Swinging stair section Capacity 45 persons / unit (Door) 20 persons / unit (Window) 38 persons / unit (Winders or Ladders from Balcony) 5 persons / unit (Window) 45 persons / unit (Door) 20 persons / unit (Window) GUARD AND HANDRAILS Handrails (Height) 800-900 mm from the nosing 760-865 mm above the surface of thread 760-865 mm above the surface of thread 800mm (Min.) 1200 mm (Max.) above the surface of thread 700-900 mm from the floor Guards (Height) 106cm 91cm (Interior Balconies & Mezzanines) 106cm 91cm (Interior Balconies & Mezzanines) Clearance from Wall 50mm 38mm 38mm 38mm 50mm
  • 33. ● JNIPUFQ©2015 ● Page 33 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Clearnce from Ledges 40mm Intermediate Handrails 223cm width, Vertical Balusters (Spacing) 15.25cm 15.25cm WIDTH OF RUN / THREAD DEPTH Winding and Circular Stairs 150mm (narrow edge) 200mm @300mm from narrow edge 150mm (narrow edge) 280mm @305mm from narrow edge 150mm (narrow edge) 200mm @300mm from narrow edge Curved Stairs 280mm @305mm from side Smallest Radius is not less than Stair Width Spiral Stairs 280mm RAMPS Class A Class B Wdth 122cm 76-122cm 1120mm 150mm / 6in 1.20 m Length 6.00m (Max.) If longer, provide 1.50m (Min.) landings Slope 1:8 (Max) 8-10% 10-17% 1:12 300mm 1:12 (Max.) Cross Slope 1:48 300mm Max. Rise for a single Run No Limit 3.66m 760mm Capacity - Down 60 45 Capacity - Up 45 45 FIREWALLS Thickness 150 mm / 6in Vertical Extension 400 mm 300 mm Horizontal Extension 600 mm 300 mm SETBACKS Low Density Residential (R-1) 4.50 m Front 2.00 m Side 2.00 m Rear As per PD1096 (NBCP) Medium Density Residential (R-2) Basic / Maximum 3.00 m / 8.00 m Front 2.00 m Side 2.00 m Rear
  • 34. ● JNIPUFQ©2015 ● Page 34 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING High Density Residential (R-3) Basic / Maximum 3.00 m / 8.00 m Front 2.00 m Side 2.00 m Rear 1.50 m Front 1.50 m Side 2.00 m Rear 1.50 m Front 1.50 m Side 2.00 m Rear Subdivision 3.0m (Depth) x 5.0m (Length) from Main Public Road DISTANCE BETWEEN BUILDINGS / CLEARANCE BETWEEN ROOF EAVES 1 ot 2 storeys 4.0m / 1.50m 3 to 4 storeys 6.0m / 2.0m More Than 4 Storey 10.0m / 6.0m Blank Walls / No Openings 2.0m / 1.0m SIDEWALKS & ARCADES Min. of width of sidewalk 1/6 of R.O.W 0.60m to 1.00m 0.60m to 1.00m 0.60m to 1.20m 0.50m to 1.20m 0.50m to 1.20m 1.20 m Planting Strip 0.20m to 1.20m 800 mm for sidewalks  2.00 m in width 0.20m to 1.20m 0.40m to 1.30m 0.40m to 1.30m 0.40m to 1.30m DRIVEWAYS, ENTRANCES & EXITS Slope of entryway 1:3 or 1:4 1:3 or 1:4 Max. slope of ramps 1:8 (Exit Coutrts) 1:10 (Exit Passageway) 1:12 (Max.) 1:48 (Max. Cross Slope) 15% 15% 1:12 Max. length 6.00 m w/o landing Minimum Width of Ramps 1120 mm Maximum Rise for a single Ramp Run 760 mm ISAIAH 41:9-10 NEW KING JAMES VERSION (NKJV) You whom I have taken from the ends of the earth, And called from its farthest regions, And said to you, ‘You are My servant, I have chosen you and have not cast you away: Fear not, for I am with you; Be not dismayed, for I am your God I will strengthen you, Yes, I will help you, I will uphold you with My righteous right hand.’
  • 35. ● JNIPUFQ©2015 ● Page 35 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING PARKING REQUIREMENTS Size of Parking Slot 2.50 x 5.00 m (Perpendicular & Diagonal) 2.15 x 6.00 (Parallel) 3.60 x 12.00 m (Standard Truck) 3.60 x 18.00 m (Articulated Truck) 3.00 x 9.00 m (Jeepney / Shuttle) 2.50 x 5.00 m (Perpendicular & Diagonal) 2.00 x 6.00 m (Parallel) 2.50 x 5.00 m (Perpendicular & Diagonal) 2.15 x 6.00 m (Parallel) 3.70 x 5.00 m Multi-Family Dwelling & Condominiums 1 / 8 living units Off-Site Parking 200m 100m away Low-income single detached living units Lot Size = 100 sq. m Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units 50 sq. m below 50-100 sq. m 100 sq. m above 1 slot / 8 units 1 slot / 4 units 1 slot / 1 unit 1 slot / 8 units 1 slot / 4 units 1 slot / 1 unit 1 slot / 20 units 1 slot / 20 units AISLES WIDTH >60 Seats ≤ 60 Seats Serving 1 Side 800mm 915mm 760mm Serving Both Sides 1.00m 1220mm Side Aisles 1.10m Dead End Aisle 6.1m (Length) Exit Doors 1 pair / 5 rows 1.70m Width Distance between seats back to back 1.00m Slope 1:8 (12.5%) 12.5% (Max.) SEATS SEAT SPACING STANDARD Back-to-Back 840 mm 830 mm CONTINENTAL Unoccupied ≤ 18 Seats 450 mm ≤ 35 Seats 500 mm ≤ 45 Seats 525 mm ≥ 46 Sets 550 mm
  • 36. ● JNIPUFQ©2015 ● Page 36 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 RA 9514 PD 957 BP 220 BP 344 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Width 450 mm (Min.) 480 mm (Max.) ROW SPACING Without Back Rest 600mm 830mm (Max.) 680mm (Min.) With Backrest 750mm Chair Seating 850mm Back to Front 300mm 300mm RISE Between Rows 400mm Seats Between WALL & AISLE 7 Seats 7 Seats Seats Between AISLES 14 Seats May be increased to 30 if doors are provided along each side 14 Seats May be increased to 30 if doors are provided along each side SPACING BETWEEN SEAT & AISLE Open Air without backrest 15 (Max.) Within Buildings Without Backrest 6 Seats Open Air with backrest 6 Seats WATER REQUIREMENT Average Daily Demand (ADD) 150 Liters / Capita / Day (LCPD) 150 Liters / Capita / Day (LCPD) Water Tank Capacity 20% ADD + Fire Reserve ELECTRICAL REQUIREMENT Street Lighting Per Pole if 50 m Distance @ every other Pole if <50m Distance Per Pole if 50 m Distance @ every other Pole if <50m Distance SEWAGE DISPOSAL Septic Tank Individual as per PD856 (Sanitation Code of the Philippines) Communal or Individual as per PD856 (Sanitation Code of the Philippines) DRAINAGE SYSTEM Minimum Diameter of Drainage Pipe 30cm 300mm Location Underground Underground Minimum Drainage System Reinforced Concrete Pipes (RCP) Concrete lined canal with load bearing cover GARBAGE DISPOSAL SYSTEM Type Independently or LGU Garbage Collection
  • 37. ● JNIPUFQ©2015 ● Page 37 ● VERNACULAR TERMS VERNACULAR ENGLISH Kalinya Aligned Asintada Alignment Uno-Sin-Otra Alternate Unosinotra Alternate/Staggered Liyabe Anchor Caida Ante-Sala From Stairs Batidura Astragal Balcon Balcony Barandillas Baluster Trankilya Barrel Bolt Rodapis Baseboard Baño Bath Banyera Bath Tub Biga Beam Cuarto, Alcoba, Dormitorio Bedroom Pierno Bolt Barakilan , Tirante Bottom Chord Tirante Bottom Chord Bisagra Butt Hinge Espolon Cabinet Hinge Okum Calikum Media Agua Canopy, Awning Tubo Pundido Cast Iron Pipe Estopa Caulk Cotton Kisame Ceiling Kostilyahe Ceiling Joist Landrilyo Cement Brick Baldosa Cement Tile Baral De Kadena Chain Bolt Madre De Escalera Closed Stringer Sinturon Collar Plate Poste Column Larga Masa Concrete Slab Alulod- Conductor VERNACULAR TERMS VERNACULAR ENGLISH Kontratista Constructor Kanto Corner Hiero Kanalado Corrugated G.I. Sheet Patio, Courtyard Escondro Crushed Stone Pie De Gallo Diagonal Brace Comedor, Dining Room Bangguerahan Dish Rack Batidora Door Fillet Or Astragal Sumbrero Door / Window Head Hamba Door / Window Jamb Abang Dowel Tubo De Banada Downspout Sepillado Dressed Lumber Escombro Earth Fill Sibe, Alero Eave Tabike Exterior Siding Senepa Fascia Board Piye Feet Tambak Fill Batidura Fillet Soleras Floor Joist Guililan Floor Sill Dotal Floorboards Suelo Flooring Alahado Flush Fundacion Footing Zaguan, For Caroza Kapatas, Maestro De Obra Foreman Balangkas Frame Work Balangkas Framework Tubo Galbanisado G.I. Pipe Lingueta G.I. Sheet Strap Dos Aguas Gable Roof VERNACULAR TERMS VERNACULAR ENGLISH Guililian, Sepo, Kuling Girder Sepo (Kapatas) Girt Canal Groove Alulod, Kanal Gutter Caida Hall Gabay Handrail Quatro Aguas Hip Roof Pabalagbag, Trabe Anzo Horizontal Stud Quadra, Horse Stable Pulgada Inches Hiero Iron Pendulum, Tabike King Post Cocina, Kitchen Prigadero Kitchen Sink Piyon Laborer Mesa, Mesita Landing Lababo Lavatory Asinta Laying Of Chb Sibe Lean-To Roof Sala, Living Room Dulang Low Table Pierno Pasante Machine Bolt Kanteria lastilyas Mansory Lastilyas Mansory Fill Kantero Mason Suban Metal Work, Temper Kanto Mesa Miter Joint Paupo Mortar Kustura Mortar Joint Muldura Moulding Punsol Neil Setter Estanyo Nicolite / Soldering Bar Truerka Nut Azotea, Open Terrace VERNACULAR TERMS VERNACULAR ENGLISH Bolada Overhung, Projection De Bandeha Panel Door Dispensa, Pantry Dingding Partition Plantilya Pattern, Sched Piketa Pick Work Hiero Liso Plain G.I Sheet Palitada Plaster/Stucco Kusturada Plastered Course Tapon Plug Hulog Plumb Bob, Plumbline Poste / Haligi Post Reostra Purlin Masilya Putty Media Cana Quarter Round Prases Queen Post Vaciad, Basiador Rabbet Kilo Rafter Andamio Ramp Kabilya Reinforcing Bars Caballet, Kaballete Ridge Roll Takip Silipan Riser Rimatse Rivets Lastillas Sand And Gravel Plancha, Andamiyo Scaffolding Batak Scrapped Filler Rebokada Scratch Coat Tuerka Screw Nut Roskas Screw Thread Poso Negro Septic Vault Dutcha Shower Ducha Showerhead Pendulon Siding (Ext) Guililan, Sepo Sill Krokis Sketch Plan VERNACULAR TERMS VERNACULAR ENGLISH Bahada Slope Hinang Solder Biento Spacing Biento Spacing/Gap Hagdan Stair Estaka Stake Bodega, Storeroom Hardinera Stringer (Open) Latero Tinsmith Letrina Or Comun, Toilet Tahilan Top Chord Baytang Tread Pergola Trellis Kilo Truss Monyeka Varnish Entresuelo, Vault Pilarete Vertical Stud Planchuelo W.I Strap Asolejo, Asolehos Wainscoting Tile Bagad Wall Post Pitsa Washer Chapa Washer (Iron) Aljibe, Water Cistern Inodoro Water Closet Pasamano Window Sill Poleya Wiring Knob Haspe Wood Grain Tabla Wood Plank Plantsuela Wrought Iron Strap