IMHOTEP Tables by KD V

CONCRETE MIXTURE PROPORTION MINIMUM REQUIRED CEMENT CLASS ULTIMATE COMPRESSIVE STRENGTH PROPORTION SAND 40KG (94lbs) GRAVEL STRENGTH 50KG (110lbs) CYLINDER [h=2h] CUBE [150mm X 150mm X 150mm] WATER [US Gallons / 94lbs (40kg) Cement] USES Pre-Stressed and Post-Tensioned AAA 1:1:2 AA 1 : 1.5 : 3 12 9.5 0.5 1 4000 2400 2800 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 Underwater retaining wall, shear wall and elevator core walls 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 1 ● MORTAR & PLASTER MIXTURE PROPORTION COMPUTATION FACTORS FOR CHB CEMENT CLASS PROPORTION A 50 KG 18 14.5 1:2 MORTAR LAY (cu.m.) 4” [10x20x40] 0.0015 0.001016 6” [15X20X40] 0.0030 1:3 12 9.5 1 C 1:4 9 7 1 1:5 7.5 8” [20X20X40] 0.0045 6 #CHB / M2 CHB 1 B D MORTAR FILL (cu.m.) SAND 40 KG 1 12.5 pieces PLASTER 1 SIDE / CHB 0.0023 1 SIDE / SQ.M. 0.029 REBAR WEIGHT PER METER (kg) Ø2 / 162 Ø2 x 0.00617 Ø REBAR (mm) 0.001524 # / 8 x 25.4 # x 3.125 # REBAR 0.002032 (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 SOLID ONE-WAY SLAB BEAMS / RIBBED ONEWAY SLAB Simply Supported L/20 L/16 50mm (2”) One End Continuous L/24 L/18.5 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) DESCRIPTION MAXIMUM MINIMUM Slabs, beams, thin reinforced walls & bldg. columns 150mm (6”) 75mm (3”) Reinforced foundation walls and footings 125mm (5”) Plain Footings, caisson, and substructure walls DESCRIPTION CONVERSION FACTORS 1 m2 1m 2 10.7639 ft 1550.0031 in 2 1 ft 1 m3 1 (US) gallon 3 3 3.2808 ft 0.3048 m 35.3147 ft 0.003785412m 39.37 in 12.00 in 1000 L 3.785412 L 264.1721 USG 0.13368055 ft3 231 in 1 kg 1 lb 1 ton (RT) 1 km 1 tin 2.205 lbs 0.4536 kg 12000 BTU 3280.8398 ft 4 gallons 0.001 ton 0.0004536 ton 39,370.078 in 16 liters 3 ● JNIPUFQ©2015 ● Page 2 ● 64 quarts 256 pints FORMUL LA CUR RING PERIOD FOR REMOVAL L OF FORMS BOARD FOOT VOLUME (Cy ylinder) PYTHAGOREAN THEO OREM [T(in) x W W(in) x L(ft)] / 12 (multtiplied by pieces) V = πr h (V = Area of Circlee x Height) c = √a + b 2 2 PARTS OF STRUCTURE S 2 FOO OTINGS [T(in) x W W(in) x L(in)] / 144 (multtiplied by pieces) WAL LLS & PLAS STERS Boaard foot Volume (D D – 4)2 x L 16 SOH CAH TOA Sin = Oppposite / Hypotenuse Use e when no A Cos = Adjacent / Hypotenuse H Use when no O Tan = Opposite / Adjacennt Use when no H Angle e = Sin-1 (O/H) Angle = Cos s-1 (A/H) A Angle = Tan-1 (O/A A) O = H x sin Θ os Θ A = H x co O = A x tan Θ H = O / sin Θ H = A / co os Θ A = O / tan Θ TWO WAY SLAB B THICKNESS (T) 2--WAY 1-WA AY T = PERIM METER / 180 W//L >0.5 W/L < <0.5 T = [W(2) + L(2)] / 180 L//W <2 L/W > 2 COLUMNS BEA AMS & GIRD DERS WEIGHT T OF MATERIA ALS 7850 kg / m Concrete 2400 kg / m 3 Wa ater 1000 kg / m3 Stteel Massive Footing 1 day (24 hours)) Cantilevver Footing 5 days (120 hourrs) Slab Fo ootings 5 days (120 hourrs) Massive walls, 0.30m – 2.00m high 1 day (24 hours) Add 1 day (24 hours) per meter Thin waalls <0.30m m – 2.00m high 2 days (48 hourss) Add 1.5 days (36 hours) per meter Cantilevver walls, buttresses, counter forts, diaphragms Without Loads: SAME S as Thin walls Ratio of Height to Least Ø up to 4 2 days (48 hourss) Ratio of Height to Least Ø From 4 to 15 2 days (48 hourss) to 28 days (672 hours) Add 1 day (24 hours) per meter of heightt 3 to 7ft spans 5 days (120 hourrs) Add ½ day (12 hours) per foot of span Over 7fft spans 7 days (168 hourrs) to 28 days (672 hours) Add 1 day (24 hours) per foot of span Sides 3 days (72 hourss) Bottom ms (14ft max.) 14 days (336 hoours) to 28 days (672 hourss) Add 1 day (24 hours) per foot span Spandrrel Walls 7 days (168 hourrs) Spandrrel Arches 14 days (336 hoours) Main Arrches 21 days (504 hoours) SLABS ARC CHES 3 TIME T REQUIRED BALUSTRADE COP PINGS, ETC. R.C. PILES & R.C. POSTS ● JN NIPUFQ©2015 ● Page e3● 1 day (24 hours) Steel & Side forms Sides 3 days (72 hourss) Bottom m 14 days (336 hoours) 16 DIVISIONS DIVISION 1 G 16 DIVISIONS GENERAL REQUIREMENTS DIVISION 2 S SITE CONSTRUCTION DIVISION 3 C CONCRETE DIVISION 4 M MASONRY DIVISION 5 M METALS W WOOD AND PLASTICS DIVISION 7 T THERMAL AND MOISTURE PROTECTION DIVISION 8 D DOORS AND WINDOWS DIVISION 6 DIVISION 9 F FINISHES DIVISION 10 S SPECIALTIES DIVISION 11 E EQUIPMENT DIVISION 12 F FURNISHINGS DIVISION 13 S C CONVEYING SYSTEMS DIVISION 15 M MECHANICAL DIVISION 16 E ELECTRICAL DIVISION 14 DIVISION 1 GENERAL REQUIREMENTS 16 DIVISIONS Foundation and Load-Bearing Elements 06200 Finish Carpentry 02500 Utility Services 06400 Architectural Woodwork 10100 Visual Display Boards 02600 Drainage and Containment 06500 Structural Plastics 10150 Compartments and Cubicles 02700 Bases, Ballasts, Pavements and Appurtenances 06600 Plastic Fabrications 10200 Louvers and Vents 06900 Wood and Plastic Restoration and Cleaning 10240 Grilles and Screens 10250 Service Walls THERMAL AND MOISTURE PROTECTION 10260 Wall and Corner Guards Basic Thermal and Moisture Protection Materials and Methods 10270 Access Flooring 10290 Pest Control Damproofing and Waterproofing 10300 Fireplaces and Stoves 07200 Thermal Protection 10340 Manufactured Exterior Specialties 07300 Shingles, Roof Tiles, and Roof Coverings 10350 Flagpoles 10400 Identification Devices 02800 Site Improvements and Amenities 02900 Planting 02950 Site Restoration and Rehabilitation DIVISION 3 DIVISION 7 07050 CONCRETE DIVISION 10 SPECIALTIES 03050 Basic Concrete Materials and Methods 03100 Concrete Forms and Accessories 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete 03400 Precast Concrete 07400 Roofing and Siding Panels 10450 Pedestrian Control Devices 03500 Cementitious Decks and Underlayment 07500 Membrane Roofing 10500 Lockers 03600 Grouts 07600 Flashing and Sheet Metal 10520 Fire Protection Specialties 03700 Mass Concrete 07700 Roof Specialties and Accessories 10530 Protective Covers 03900 Concrete Restoration and Cleaning 07800 Fire and Smoke Protection 10550 Postal Specialties MASONRY 07900 Joint Sealers 10600 Partitions DOORS AND WINDOWS 10670 Storage Shelving Basic Door and Window Materials and Methods 10700 Exterior Protection 10750 Telephone Specialties DIVISION 4 SPECIAL CONSTRUCTION 16 DIVISIONS 02450 07100 04050 Basic Masonry Materials and Methods 04200 Masonry Units 04400 Stone 04500 Refractories 08100 Metal Doors and Frames 10800 Toilet, Bath, and Laundry Specialties 04600 Corrosion-Resistant Masonry 08200 Wood and Plastic Doors 10880 Scales 04700 Simulated Masonry 08300 Specialty Doors 10900 Wardrobe and Closet Specialties 04800 Masonry Assemblies 08400 Entrances and Storefronts 04900 Masonry Restoration and Cleaning 08500 Windows 11010 Maintenance Equipment DIVISION 8 08050 DIVISION 11 EQUIPMENT 01100 Summary METALS 08600 Skylights 11020 Security and Vault Equipment 01200 Price and Payment Procedures 05050 Basic Metal Materials and Methods 08700 Hardware 11030 Teller and Service Equipment 01300 Administrative Requirements 05100 Structural Metal Framing 08800 Glazing 11040 Ecclesiastical Equipment 01400 Quality Requirements 05200 Metal Joists 08900 Glazed Curtain Wall 11050 Library Equipment 01500 Temporary Facilities and Controls 05300 Metal Deck DIVISION 9 FINISHES 11060 Theater and Stage Equipment 01600 Product Requirements 05400 Cold-Formed Metal Framing 09050 Basic Finish Materials and Methods 11070 Instrumental Equipment 01700 Execution Requirements 05500 Metal Fabrications 09100 Metal Support Assemblies 11080 Registration Equipment 01800 Facility Operation 05600 Hydraulic Fabrications 09200 Plaster and Gypsum Board 11090 Checkroom Equipment 01900 Facility Decommissioning 05700 Ornamental Metal 09300 Tile 11100 Mercantile Equipment DIVISION 2 SITE CONSTRUCTION 05800 Expansion Control 09400 Terrazzo 11110 02050 Basic Site Materials and Methods 05900 Metal Restoration and Cleaning 09500 Ceilings Commercial Laundry and Dry Cleaning Equipment 02100 Site Remediation WOOD AND PLASTICS 09600 Flooring 11120 Vending Equipment 02200 Site Preparation 09700 Wall Finishes 11130 Audio-Visual Equipment 02300 Earthwork Basic Wood and Plastic Materials and Methods 09800 Acoustical Treatment 11140 Vehicle Service Equipment Paints and Coatings 11150 Parking Control Equipment 02400 Tunneling, Boring and Jacking DIVISION 5 DIVISION 6 06050 06100 Rough Carpentry 09900 ● JNIPUFQ©2015 ● Page 4 ● 16 DIVISIONS 16 DIVISIONS 11160 Loading Dock Equipment 11170 Solid Waste Handling Equipment 11190 Site-Constructed Incinerators 14800 Scaffolding 12100 Art 13200 Storage Tanks 14900 Transportation Detention Equipment 12300 Manufactured Casework 13220 Filter Under Drains and Media 11200 Water Supply and Treatment Equipment 12400 Furnishings and Accessories 13230 Digester Covers and Appurtenances 12500 Furniture 13240 Oxygenation Systems 11280 Hydraulic Gates and Valves 12600 Multiple Seating 13260 11300 Fluid Waste Treatment and Disposal Equipment 12700 Systems Furniture 13280 12800 Interior Plants and Planters 13400 11400 Food Service Equipment 11450 Residential Equipment 11460 Unit Kitchens 11470 Darkroom Equipment 13010 11480 Athletic, Recreational, and Therapeutic Equipment 13020 Building Modules 13030 Special Purpose Rooms 11500 Industrial and Process Equipment 13080 Sound, Vibration, and Seismic Control 11600 Laboratory Equipment 13090 Radiation Protection 11650 Planetarium Equipment 13100 Lightning Protection 11660 Observatory Equipment 13110 Cathodic Protection 12900 DIVISION 13 Air-Supported Structures MECHANICAL 15050 Basic Mechanical Materials and Methods Sludge Conditioning Systems 15100 Building Service Piping Hazardous Material Remediation 15200 Process Piping Measurement and Control Instrumentation 15300 Fire Protection Piping 15400 Plumbing Fixtures and Equipment 13500 Recording Instrumentation 15500 Heat-Generation Equipment 13550 Transportation Control Instrumentation 15600 Refrigeration Equipment 13600 Solar and Wind Energy Equipment 15700 13700 Security Access and Surveillance Heating, Ventilating, and Air Conditioning Equipment 13800 Building Automation and Control 15800 Air Distribution 13850 Detection and Alarm 15900 HVAC Instrumentation and Controls Fire Suppression 15950 Testing, Adjusting, and Balancing Furnishings Restoration and Repair SPECIAL CONSTRUCTION DIVISION 15 13900 DIVISION 14 DIVISION 16 CONVEYING SYSTEMS ELECTRICAL Basic Electrical Materials and Methods Office Equipment 13120 Pre-Engineered Structures 14100 Dumbwaiters 11700 Medical Equipment 13150 Swimming Pools 14200 Elevators 16100 Wiring Methods Aquariums 14300 Escalators and Moving Walks 16200 Electrical Power Aquatic Park Facilities 14400 Lifts 16300 Transmission and Distribution Tubs and Pools 14500 Material Handling 16400 Low-Voltage Distribution Ice Rinks 14600 Hoists and Cables 16500 Lighting Kennels and Animal Shelters 14700 Turntables 16700 Communications 16800 Sound and Video 13165 Agricultural Equipment 13170 Exhibit Equipment 13175 CLASSIFICATION OF FIRE USE CLASSIFICATION OF LUMINAIRES TYPES OF MORTAR ACCORDING TO STRENGTH CLASS DESCRIPTION TYPE STRENGTH 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) 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) L L General Diffuse (DirectIndirect) provides approximately equal distribution of light upwards and downwards N MEDIUM STRENGTH (750 psi / 5,171kPa) 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 Direct 90% - 100% of the light output is directed downwards K VERY LOW STRENGTH Interior non-load bearing walls permitted by NBCP A Ordinary Combustible Paper, Wood, Cloth, Trash, Rubber & Plastics L B Flammable Liquid Oil, Grease, Gasoline, Paint, Solvents & Tar C Electrical Equipment Wiring, Fuse Boxes, Circuit Breakers, Machinery & Electrical Appliances D Combustible Metals Magnesium, Titanium, Zirconium, Sodium, Lithium & Potassium Combustible Cooking Kitchen fires involving large amounts of heated grease Vaporizing 13185 FURNISHINGS Foam CO2 DIVISION 12 Navigation Equipment Water 11900 13160 Dry Powder 11870 Mortuary Equipment Wet Chem. 11680 16050 11850 K/F 16 DIVISIONS 13190 11780 CLASS 16 DIVISIONS Fabrics 12050 L L L L ● JNIPUFQ©2015 ● Page 5 ● BRANDS OF BUILDING MATERIALS (PHILIPPINES) MECHANICAL (AC)                           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 ELECTRICAL PLUMBING  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) ELEVATORS/LIFT & ESCALATORS         OTIS MITSUBISHI SCHINDLER FUJI GOLDSTAR HYUNDAI WESTINGHOUSE HITACHI FLOORING (LAMINATED) ROOFING  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 WATER PROOFING           ABC EQUA SUPREME DR. SEAL A-PLUS CASTLE DESTINY DUROTECH NOVSEAL MORTABOND BESSER GLASS  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) INSULATION PANEL  BETAFOAM  EXCEL COIL COATING CORPORATION  MACRO INDUSTRIAL  PHILIPPINE INSULATION  PRIME PRODUCT CONCEPTS SPEACIALISTS  THERMAC  WAH PHIL  WRIGHT       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 ● JNIPUFQ©2015 ● Page 6 ● APO (Vinyl Tiles) EURO TILES J.K. (China) LVP (China) MARIWASA XIONGDI GRANITE ZIRCONIO (Spain) C-MART TOOLS DAIKEN LOTUS MASCOT STANLEY EASTERN WIRE LATIMCO MATIMCO MULTI-LINE PUYAT STEEL ROOFSCAPE BESTANK FIRSTANK SUPERTANK WEIDA 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 PAINT TYPE OF WALL FINISH SPREAD RATE 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 TYPE USE 2 2 25m to 40m Coarse to Rough (Wooden Trowel Finish) 30 m Fine to Coarse (Paper Finish) 35 m Smooth to Fine (Putty Finish) 40 m Plain GI Sheet CANADIAN HYPER TONE MANOR ROOF TUFF SHERTEX SPHEREFLEX SPHERETITE TUFF SEAL VTEX DESCRIPTION LATEX for concrete ACRYLIC LATEX for timber &concrete a water-base paint (where the solvent is water) used for painting concrete and masonry surfaces Often advertised as 100% acrylic latex, a water-based paint, and is generally considered the highest quality latex paint. 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. ENAMEL for timber RED OXIDE for steel to prevent rust ROOF EFFECTIVE WIDTH ROOFING GI Sheet ACRYLIC 5170 ADVANCE EXPRESSKOTE FLEXISEAL INSULCOAT MOMENTO ODOURLITE PROTECTIVE Q-SHIELD VINILEX WEATHERBOND WEATHERBOND FLEX PAINT FINISHES ROOF SPREAD RATE PER GALLON CITO PRIMER 09 FUNGICIDAL WASH GARDEX JOTAPLAST JOTAROOF JOTASEALER 03 JOTASHIELD JOTASHIELD PRIMER MAJESTIC STRAX EASY CLEAN ULTRA PRIMER WOODSHIELD 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. ROOF ACCESSORIES SIDE LAP (Corrugations) EFFECTIVE WIDTH 0.90 x 2.40 2 1/2 0.60 Gutter 2.35 0.80 x 1.50 to 3.60 1 1/2 0.70 Flashing 2.30 END LAP 0.25 to 0.30mm Ridge Roll 2.20 STANDARD SIZE EFECTIVE LENGTH ACCESSORY 2 Corrugated GI Sheet 2 GI Sheet Gauge 14 to 30 2 Roofing Gauge 26 Valley Roll 2.30 Gutters &Valley Rolls Gauge 24 Hipped Roll 2.20 ● JNIPUFQ©2015 ● Page 7 ● 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 90% 50% 500,000 100% 10% 100,000 100% 1,000,000 CONTRACT DOCUMENT Specifications / Contract Documents 85% 50% 500,000 CONTRACT DOCUMENT Specifications / Contract Documents COMPLETION Part Time Supervision 100% 15% 150,000 COMPLETION Part Time Supervision 100% 1,000,000 LIABILITY 10% LIABILITY 5% SUPERVISION 5% SUPERVISION 5% UAP DOC 203 UAP DOC 204 SPECIALIZED ALLIED SERVICES INTERIOR DESIGN LANDSCAPE DESIGN ACOUSTICS, LIGHTING, ENGINEERING SERVICES Interest rate per annum in case of incomplete / non-payment UAP DOC 205 CONSTRUCTION SERVICES POST-CONSTRUCTION SERVICES 12% - 20% FULL TIME SUPERVISION QC, Documentation, Reports 1.0% - 1.5% 10% - 15% CONSTRUCTION MANAGER Present only DURING construction of the project 1.5% - 3.0% 10% - 15% PROJECT MANAGER Present BEFORE-DURING-AFTER construction of the project 2% - 5% 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 8 ● Salary Basis Monthly MANAGEMENT FEE Percentage of Gross Rentals 4.0% - 6.0% UAP DOC 207 DESIGN-BUILD SERVICES DESIGN-BUILD SERVICES By Administration 7% DESIGN-BUILD SERVICES With Guaranteed Maximum Project Construction Cost 10% + RDS Fee + RDS Fee 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 Exposition & Fair Buildings Mausoleums, Memorials & Monuments Museums Specialized Decorative Buildings 5 MONUMENTAL 6 REPETITIVE 12% 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 9 ● 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. ARCHITECT’S MINIMUM BASIC FEE GROUP TYPE MBF BUILDINGS 100% (1 ) 60% (2nd-10th) 30% (11th + ) 7 HOUSING 8 EXTENSIVE DETAILING 9 ALTERATIONS / RENOVATIONS 150% 10 CONSULTATION / ARBITRATION PHP 200/hr for technical matters PHP 500 as expert witness st 15% 50M 50M 100M 300M 500M 500M Several Residential Buildings on a single site with the use of one (1) set of plans / designs, specifications and related documents Design for built-in components or elements, built-in equipment, special fittings, screens, counters, Architectural Interiors, and Development Planning and / or design Alterations, renovations, rehabilitations, retrofit and expansion / additions to existing buildings belonging to Groups 1 to 5 The Architect is engaged to render opinion or give advice, clarifications or explanation on technical matters pertaining to architectural works 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. ARCHITECT’S MINIMUM BASIC FEE PHYSICAL PLANNING SERVICES (OLD SPP) TYPE DESCRIPTION SCOPE BASIC FEE Moderately Flat 1 2 3 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 Subdivision Planning for housing on properties within Metro Manila, Cities, Regional Centers, and Provincial Capitals Subdivision Planning for housing on properties located on other localities beside those under Type 2 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 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 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 10 ● 2010 SPP DOCUMENTS DESCRIPTION The 2006 Code Of Ethical Conduct (UAP) 201 Pre-Design Services 202 Design Services 203 Specialized Allied Services 1 Title, Policy Statement, Definition of Terms and Scope of Practice 2 Professional Regulatory Board of Architecture (PRBOA) Organization, Powers and Function 3 Examination, Registration and Licensure 4 Practice of Architecture 5 Final Provisions S TITLE 3 1 2 General Provisions 4 - 11 8 2 7 The Architect’s Responsibility in Relation to the PEOPLE 12 - 24 13 3 12 The Architect’s Responsibility in Relation to His / Her CLIENT 25 - 39 15 4 5 The Architect’s Responsibility in Relation to the CONTRACTOR 40 - 47 8 2 The Architect’s Responsibility in Relation to MANUFACTURERS, DEALERS & AGENTS 6 22 The Architect’s Responsibility in Relation to His / Her COLLEAGUES AND SUBORDINATES PHP 50,000 – PHP 500,000 6 months + 1 day to 6 years 7 1 Architect’s Credo Without first executing a written CONTRACT/SERVICE AGREEMENT 8 3 Miscellaneous Provisions 204A Full Time Construction Services 204B Construction Management Services Violation of IRR of RA9266 205 Post-Construction Services PHP 100,000 – PHP 5,000,000 6 months to 6 years 206 Comprehensive Architectural Services 207 Design-Build Services 208 Architectural Design Competition (ADC) 209 Professional Architectural Consulting Services (PACS) 301 General Conditions METHODS OF COMPENSATION A 1-3 SECTIONS 200 CONTENTS RULES NO. CODE OF ETHICS (UAP DOC 200) IRR OF RA 9266 5 Any HEAD OF GOVERNMENT AGENCY OR OFFICER(S) of a Private Firm / institution who violates – sub-paragraph of RA. No. 8981 Not less than PHP200,000 Not exceeding 6 years Violation of the Code PHP 100,000 – PHP 5,000,000 6 months to 6 years APPLICATION Percentage of Project Construction Cost (%PCC) Used Worldwide Multiple of Direct Personnel Expenses (MDPE) Non-Creative Work Professional Fee Plus Expenses (PFPE) Continuing Relationship Lump Sum or Fixed Fee (LS/FF) Government Projects Per Diem, Honorarium Plus Reimbursable Expenses Personal Time (50km) METHODS OF SELECTION APPLICATION BASIS / PROCESS Direct Selection Relatively Small Project Reputation Recommendation of a Friend Recommendation of Former Client Recommendation of Another Architect Comparative Selection Institutions, Corporations, Public Agencies Architectural Design Competition (ADC) Civic or Monumental Projects Mixed Method of Compensation ● JNIPUFQ©2015 ● Page 11 ● (1) Invitation (2) PreQualification (3) Interview (4) Verification (5) Evaluation & Ranking (6) Negotiation Idea Competition Design Competition Design-Build Competition SPP DOCUMENTS (201 – 209) DOC 201 Methods of Compensation:  MDPE (1.5 – 2.5)  PFPE  LS/FF  PDHPRE  MMC 202 Methods of Compensation:  PCC  MDPE (1.5 – 2.5)  PFPE  LS/FF  PDHPRE  MMC 203 DESCRIPTION SCOPE PRE-DESIGN SERVICES (12) 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 Manner of Providing Services  Architect of Record (AoR)  Consulting Architect for SDP REGULAR DESIGN SERVICES (RDS) (6) Manner of Providing Services  Architect of Record (AoR)  Consulting Architect for SDP DOC Project Definition Phase Schematic Design Phase Design Development Phase Contract Document Phase Bidding or Negotiation Phase Construction Phase  Single Contract / Sub-consultant  Separate Contract SPECIALIZED ARCHITECTURAL SERVICES (23)  Architect of Record (AoR)  Consulting Architect for SDP 204A SPP DOCUMENTS (201 – 209) FULL-TIME SUPERVISION SERVICES  Architect of Record (AoR)  Consulting Architect  Construction Supervision Group (CSG) 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 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 PROFESSIONAL ARCHITECTURAL CONSULTING SERVICES (PACS) 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 Methods of Compensation:  Per Diem / Hourly  Retainer  ( Salary Cost x Multiplier) + Direct Cost / Reimbursable Expenses  LS/FF  PCC Quality Control Evaluation of Construction Work Preparation of Daily Inspection Reports Filing of Documents ● JNIPUFQ©2015 ● Page 12 ● Manner of Providing Services  Professional Consulting Architect (PCA) LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES DATE LAWS ARCHITECTURE LAWS 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 RA9266 (34 ) 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 REGULATORY AND ENFORCEMENT LAWS PD957 Condominium and Subdivision Buyers’ Protective Decree July 12, 1976 June 22, 1973 RA 6552 Real Estate Buyers’ Protective Act August 26, 1972 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 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 RA386 Civil Code of the Philippines June 18, 1949 EO 90 Creating the Housing and Urban Development Coordinating Council December 17, 1986 EO546 Creating a Ministry of Public Works and a Ministry of Transportation and Communications July 23, 1979 RA 3469 Allowing the Construction of Multi-Storey Tenement Housing Projects for the Poor and Homeless June 16, 1962 RA7160 Local Government Code of the Philippines October 10, 1991 RA 7279 Urban Development and Housing Act 29 March, 1992 RA876 The Philippine Arbitration Law June 19, 1953 RA 7835 Comprehensive and Integrated Shelter Finance Act RA8981 Professional Regulation Commission Modernization Act December 5, 2000 PD223 Creating the Professional Regulation Commission LOI 1000 DESIGN AND CONSTRUCTION REFERENCE LAWS On Water and Plumbing On Safety and Protection RA1378 PD1096 RA6541 Adopting A National Building Code Of The Philippines (NBCP) Thereby Revising R.A. No. 6541 Feb 19, 1977 IRR latest revision April 30, 2005 An Act To Ordain And Institute A National Building Code Of The Philippines National Building Code Of 1972 August 26, 1972 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 13 ● LAWS AFFECTING THE PRACTICE OF ARCHITECTURE IN THE PHILIPPINES LAWS UAP DOC 301 & NBCP (PD1096) DATE 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 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 60 days (2 Months)  to make good of known defects after issuance of certificate of completion (expiration of performance & payment bond) RA6713 Code of Ethical Conduct of a Public Official and Employees 1972 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) EO525 Responsibility of the Public Estate Authority on Reclamation Projects February 14, 1979 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; 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 ● JNIPUFQ©2015 ● Page 14 ● IRR OF RA 9266 UAP DOC 301 – GENERAL CONDITIONS ARCHITECT, OWNER & CONTRACTOR’S SIGNIFICANT NUMBER OF YEARS 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 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 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 PENALTIES (Without Building Permit) Guarantee Bond (Guarantee to quality of materials and workmanship) 30% of contract amount valid up to 1 yr from date of acceptance 10% of Building Permit Fees  Excavation for Foundation Not to exceed 5% 25% of Building Permit Fees  Construction of foundation (including pile driving and laying of reinforcing bars) Overruns and underruns If CONTRACTOR’s work is found defective Defray all expenses 50% of Building Permit Fees  Construction of superstructure up to 2.00 meters above established grade If CONTRACTOR’s work is found satisfactory Actual cost of labor and materials plus 15% 100% of Building Permit Fees  Construction of superstructure above 2.00 meters Value of EXTRA WORK  Estimate and acceptance in lump sum  Does not exceed 20% of original contract price  Actual direct cost plus 15% 25% Surcharge  Failure to pay the annual inspection fee within 30 days from prescribed date 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. PENAL PROVISIONS PHP 20,000 2 Years or Both ● JNIPUFQ©2015 ● Page 15 ●  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 IRR OF RA 9266 IRR OF RA 9266 CONTENTS CONTENTS Rule I Title, Policy Statement, Definition of Terms and Scope of Practice 3 Rule II Professional Regulatory Board of Architecture (PRBOA) Organization, Powers and Function 8 Rule III Examination, Registration and Licensure Rule IV Practice of Architecture (Sundry Provisions) 13 15 01 Rule IV Practice of Architecture (Sundry Provisions) Title 02 Statement of Policy 03 Definition of Terms 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 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 Rule V Final Provisions 8 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 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 03 Scope and Application 22 Refusal o Issue Certificate of Registration and Professional Identification Card 103 23 Suspension and Revocation of Certificate of Registration, Professional Identification Card or the Special / Temporary Permit 104 04 General Building Requirements 105 05 Site Requirements 106 06 Definitions 201 07 Responsibility for Administration and Reinforcement 202 08 Technical Staff 203 09 General Powers and Function of the Secretary 24 Re-Issuance or Replacement of Revoked or Lost Certificate of Registration, Professional Identification Card or the Special / Temporary Permit 25 Registration of Architects Required 26 Rule II Administration and Reinforcement Vested Rights. Architects Registered When This Law Is Passed 13 27 Reciprocity Requirements 28 Continuing Professional Development (CPD) 204 10 Professional and Technical Assistance 29 Prohibition in the Practice of Architecture and Penal Clause 205 11 Building Officials 30 Prohibition in the Practice of Architecture 206 12 Qualifications of Building Officials 31 Liability of Representatives and Non-Registered Persons 207 13 Duties and Responsibilities of Building Officials 32 Signing and Sealing of Architectural Plans, Specifications, Architectural Permit and Other Contract Documents 208 14 Fees 209 15 Exemption ● JNIPUFQ©2015 ● Page 16 ● PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS CONTENTS Rule II Administration and Reinforcement Rule III Permits and Inspection 9 Rule IV Types of Construction 3 Rule V Requirements of Fire Zones 7 Rule VI Requirements of Fire Zones Rule VII Classification and General Requirements of All Buildings By Use or 4 9 210 16 Use of Income from Fees 705 50 Allowable Floor Areas 211 17 Implementing Rules and Regulations 706 51 Allowable Floor Area Increases 212 18 Administrative Fines 707 52 Maximum Height of Buildings 213 19 Penal Provisions 708 53 Minimum Requirements for Group A Dwellings 214 20 Dangerous and Ruinous Buildings or Structures 709 54 Requirements for Other Group Occupancies 215 21 Abatement of Dangerous Buildings 801 55 General Requirements of Light and Ventilation 216 22 Other Remedies 802 56 Measurement of Site Occupancy 301 23 Building Permits 803 57 Percentage of Site Occupancy 302 24 Application of Permits 804 58 Sizes and Dimensions of Courts 303 25 Processing of Building Permits 805 59 Ceiling Heights 304 26 Issuance of Building Permits 806 60 Sizes and Dimensions of Rooms 305 27 Validity of Building Permits 807 61 Air Space Requirements in Determining the Size of Rooms 306 28 Non-issuance, Suspension or Revocation of Building Permits 808 62 Window Openings 307 29 Appeal 809 63 Vent Shafts 308 30 Inspection and Supervision of Work 810 64 Ventilation Skylights 309 31 Certificate of Occupancy 401 32 Types of Construction 402 33 Changes In Types 403 34 Requirements on Types of Construction 501 35 Fire Zones Defined 502 36 503 Occupancy Rule VIII Light and Ventilation 11 811 65 Artificial Ventilation 901 66 General Requirements 902 67 Water Supply System 903 68 Wastewater Disposal System 904 69 Storm Drainage System Buildings Located in More Than One Fire Zone 905 70 Pest and Vermin Control 37 Moved Buildings 906 71 Noise Pollution Control 504 38 Temporary Buildings/Structures 907 72 Pipes Materials 505 39 Center Lines of Streets 1001 73 General Requirements 506 40 Restrictions on Existing Buildings 1002 74 Projection into Alleys or Streets 507 41 Designation of Fire Zones 1003 75 Projection of Balconies and Appendages Over Streets 601 42 Fire- Resistive Rating Defined 1004 76 Arcades 602 43 Fire- Resistive Time Period Rating 1005 77 Canopies (Marquees) 603 44 Fire-Resistive Standards 1006 78 Movable Awnings or Hoods 604 45 Fire- Resistive Regulations 1007 79 Doors, Windows, and the Like 701 46 Occupancy Classified 1008 80 Corner Buildings with Chaflans 702 47 Change in Use 703 48 Mixed Occupancy 704 49 Location on Property Rule IX Sanitation Rule X Building Projection Over Public Streets ● JNIPUFQ©2015 ● Page 17 ● 7 8 PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES PD 1096 NATIONAL BULDING CODE OF THE PHILIPPINES CONTENTS CONTENTS Rule XI Protection of Pedestrians During Construction or Demolition Rule XII General Design and Construction Requirements Rule XIII Electrical & Mechanical Regulations Rule XIV Photographic and X-Ray Films Rule XV Prefabricated Construction 8 15 2 1601 110 Approved Plastics 1602 111 Installation Mixing Mortar on Public Property 1603 112 Glazing of Openings Protection of Utilities 1604 113 Skylights 85 Walkway 1605 114 Light-Transmitting Panels in Monitors and Sawtooth Roofs 1106 86 Pedestrian Protection 1606 115 Plastic Light Diffusers in Ceilings 1107 87 Maintenance and Removal of Protective Devices 1607 116 Partitions 1108 88 Demolition 1608 117 Exterior Veneer 1201 89 General Requirements 1609 118 Awnings and Canopies 1202 90 Excavation, Foundation, and Retaining Walls 1701 119 Sheet Metal Paint Spray Booth 1203 91 Veneer 1702 120 Fire Protection 1204 92 Enclosure of Vertical Openings 1703 121 Light 1205 93 Floor Construction 1704 122 Ventilation 1206 94 Roof Construction and Covering 1801 123 General Requirements 1207 95 Stairs, Exits, and Occupant Loads 1802 124 Area Limitation 1208 96 Skylights 1803 125 Glazing 1209 97 Bays, Porches, and Balconies 1804 126 Louvered Windows 1210 98 Penthouses and Roof Structures 1805 127 Impact 1211 99 Chimneys, Fireplaces, and Barbecues 1901 128 General Rule 1212 100 Fire-Extinguishing Systems 1902 129 Program Documentation 1213 101 Stages and Platform 1903 130 Submission of Computer-Generated Computations 1214 102 Motion Picture Projection Rooms 2001 131 General Requirements 1215 103 Lathing, Plastering, and Installation of Wall Boards 2002 132 Maintenance 2003 133 Design and Construction 2004 134 Supports and Anchorages Mechanical Regulations 2005 135 Projections and Clearances Storage and Handling 2006 136 Lighting 2101 137 Separability Clause 2102 138 Repealing and Amending Clause 2103 139 Effectivity 1101 81 General Requirements 1102 82 Storage in Public Property 1103 83 1104 84 1105 1301 1302 3 1 1401 104 105 106 107 Classes of Film Exempted 1403 108 Fire Extinguishing System 109 Rule XVII Sheet Metal Paint Spray Booths Rule XVIII Glass and Glazing Rule XIX The Use of Computers Rule XX The Use of Computers 9 4 5 3 6 Electrical Regulations 1402 1501 Rule XVI Plastics Rule XXI Final Provisions 3 Prefabricated Assembly 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 18 ● PARKING REQUIREMENTS OCCUPANCY Low income single detached living unit with individual lots not more than 100m² Multi-family living units regardless of no. of stories with average living floor area of 50m² Multi-family living units regardless of no. of stories with average living floor area of above 50m² to 100m² PARKING REQUIREMENTS REQUIRED PARKING OCCUPANCY REQUIRED PARKING Amusement centers 1 slot/ 50m² of gross floor area Clubhouses, beach houses, etc. 1 slot/ 100m² of gross floor area Factories, manufacturing, mercantile, warehouses and storage bin 1 slot/ 1000m² of gross floor area Tourist bus parking 2 bus slots/ hotel or theater restaurant College and universities CLASSIFICATION OF BUILDINGS BY USE OR OCCUPANCY (RULE VII) GROUP 1 slot/10 units 1 slot / 8 units 1 slot/1 unit Hotels 1 slot/ 10 rooms Residential hotels and apartels 1 slot/ 5 units Motels 1 slot/ 1 unit DIVISIONS ZONES A RESIDENTIAL DWELLINGS A1, A2 R-1, R-2 B RESIDENTIALS, HOTELS AND APARTMENTS B-1, B-2 R-3, R-4, R-5 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 Bowling alleys 1 slot/ 4 alleys E BUSINESS AND MERCANTILE E-1, E-2, E-3 C-1, C-2, C-3 F INDUSTRIAL F-1 I-1 LOADING G STORAGE AND HAZARDOUS G-1, G-2, G-3, G-4, G-5 I-2, UTS, 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 I ASSEMBLY OCCUPANT LOAD 1000 OR MORE I-1 CUL, PRE J ACCESSORY / AGRICULTURAL J-1, J-3, J-3 A, AI, PUD 1 slot / 8 units Multi-family living units regardless of no. of stories with average living floor area of more than 100m² TYPE LOADING REQUIREMENTS OCCUPANCY Stores, manufacturing, mercantile, wholesale and the like Shopping centers 1 slot/ 100m² Hotels and hospitals Markets 1 slot/ 150m² SPECIAL PROVISION 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 theaterrestaurants 1 slot/ 20m² of customer area Office building 1 slot/ 125m² of gross floor area TYPES OF CONSTRUCTION (Rule IV, Sec. 401) Pension/ 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) Public 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) Elementary schools, secondary schools, vocational and trade schools 1 slot/ 10 classrooms TYPE V Steel, Iron, Concrete, or Masonry Construction (4hours) 1 truck loading slot DESIGNATION OF FIRE ZONES (Rule V, Sec. 507) ● JNIPUFQ©2015 ● Page 19 ● 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 areas 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 areas 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. 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. IMPLEMENTING RULES AND REGULATIONS Seating Capacity For Disabled In PLACES OF ASSEMBLY 4- 50 2 seats 51-300 4 seats 301-500 6 seats Increase of 100 +1 seat PERSONS / INDIVIDUALS LIABLE FOR ANY VIOLATION OF THE ACT Violator Person Liable / Sanction Corporation, Organization or similar entity Officials Alien or Foreigner Immediate Deportation after service of sentence (1) Seating Capacity For Disabled In PUBLIC TRANSPORTATION Regular Buses (50 Person Capacity) 5 seats near exit/entrance doors First Class/ Air-Conditioned (40 Person Capacity) 4 seats near the door Passenger Train 6 seats/car nearest to the door Passenger Airplanes 2 seats/aircraft near the front exit/entrance door Jeepneys 2 seats (preferably the front seats) Domestic Shipping 20 minute period to embark 1 hour disembarkation after arrival PUBLIC TELEPHONE 1 / 4 units CRIMINAL LIABILITY / PENALTIES As per Section 46 of RA7277 (Magna Carta for Disable d Persons) Buildings / Establishment / Structure (2) (3) (4) (5) (1) (2) (3) Air, Land and Sea Transportation (4) (5) Owner of Operator of the Building, Establishment or Structure Contractor Architect Engineer 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 Owner/Operator of Public Transport Body Builders Safety Officers / Engineers / Managers Drivers / Conductors / Conductresses Public Official in-charge with the issuance of permits, registration, certification and inspection of the public transportation RESPONSIBILITY FOR ADMINISTRATION AND ENFORCEMENT 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 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 nondisable citizens 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 USABILITY The built environment shall be designed so that all persons whether they be disabled or not, may use and enjoy it ORIENTATION Finding a person’s way inside and outside of a building or open space shall be made easy for everyone SAFETY Designing for safety insures that people shall be able to move about with less hazards to life and death WORKABILITY & EFFICIENCY The built environment shall be designed to allow the disabled citizens to participate and contribute to development goals ANTHROPOMETRIC DATA FOR DISABLED PERSONS Length of Wheelchair 1.10 m to 1.30 m Width of Wheelchair 0.60 m to 0.75 m 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 From Room Corners 0.40 m Knee and Leg Space under tables 0.70 m Php 50,000.00 – Php 100,000.00 6 months – 2 years Secretary of Public Works & Highways + Secretary of Transportation and Communication Subsequent Violations Php 100,000.00 – Php 200,000.00 2 years – 6 years Abuse of Privileges Php 5,000.00 – Php 50,000.00 6 months First Violation BASIC PHYSICAL PLANNING REQUIREMENTS ● 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. HANDRAILS PARKING AREAS Installation OUTSIDE AND AROUND BUILDINGS DROPPED CURBS Height Changes in Level By dropped curb Both Sides of Ramps and Stairs Outer Edges of Dropped Curbs (Not beyond the width of crossing) Location 0.90 m (Straight Paths) 0.70 m (Above Steps / Ramps) 1.00 m to 1.06 m (Great Heights)  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 Width 3.70 m (Min.) 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 Lowest Point 25 mm (Max.) from Road / Gutter Location Point Conveniently seen by PWD ENTRANCES Contrasting Colors and Contrasting Gray Matter to make detection and reading easy Location Lobby Arrival & Departure Points Color / Texture Elevator Access 1 Entrance Level Ramps Provide if Site Arrival grade is not same level as Entrance Level Vestibules 1.80 m (D) x 1.50 m (W) Locations INSIDE BUILDINGS & STRUCTURES CURB CUT-OUTS When allowed Does not obstruct a walkway or lessen its width Width 0.90 m Headroom 2.00 m Slope / Gradient 1:12 Height 1.60 m (Max.); 1.40 m (Min.) Raised Symbols , Letters, Numbers 1 mm; Braille Symbols Included WALKWAYS AND PASSAGEWAYS Material Slip-Resistant Slope / Gradient 1:20 or 5% Cross Gradient 1:100 Width 1.20 m Gratings 13 mm x 13 mm, 6.5mm (Max.) Projection Surface Continuous, 6.5 mm (Max.) Spaces (Busy / Lengthy Walkways 1.50 m (Min. Dimension) 12.00 m (Max. Length) To Guide the Blind Straightforward routes with Right Angle Turns Headroom 2.0 m (Min.) , preferably higher OPEN SPACES 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. CROSSINGS RAMPS Near Perpendicular to Carriageway Narrowest, Most Convenient Part Close / Contiguous with Normal Pedestrian Desire Line Width (Clear) 1.20 m (Min.) Gradient 1:12 Length (1:12 Gradient) 6.00 m, (if longer add 1.50 m landing) Central Refuge (10.00m Carriageway) 1.50 m (Min.), 2.00 m (Preferred) Top and Bottom of Ramp 1.80 m (Level Area) 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 Tactile Blocks / Surface Curbs 0.10 m (Both Sides) Railing Rise >0.20 m (To Vehicular Traffic) 1.80 m across the full width at lower end Location Most Beneficial Form Light Controlled Crossing having Pedestrian Phases Synchronized Audible Signals (prolonged, distinguished, by TEC) THRESHOLDS Flashing Green Period Based on 0.90 m/sec (Not 1.20 m/s) Maximum Height 6 seconds or the crossing distance times 0.90 m/s, whichever is greatest SWITCHES Steady Green Period ● JNIPUFQ©2015 ● Page 21 ● Position / Location 25 mm, Ramped (Preferred) 1.20 m to 1.30m (H); 0.30 m from Latch 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 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 HLURB Antonio M. Bernardo 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 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 Kick Plates 0.30 m to 0.40 m Tapping Rail 0.35 m above adjacent surface Width (Clear) ELEVATORS Pressure Force Clear Level Space NO GAPS between adjoining fence lengths, STRONG enough resistance CORRIDORS Width (Clear) 1.20 m COVERS FOR EXCAVATIONS 1.20 m with 0.20 m Kickboard 1.50 m X 1.50 m @ 12.00 m Spacing Width 3.50 m @ every Dead End If footway width is reduced to less than 1.20 m, cover will be full width of footway Recess / Turnabout WASHROOM & TOILETS SIGNAGE FOR ROADWORKS ON CARRIAGEWAY Area 1.70 m X 1.80 m Location 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 ▲ 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 Audio-Visual Alarm In all fire sections as per (PD1185) Lavatories 0.80 m Height (Max.) 0.60 to 0.70 m Knee Recess Vertical Clearance 0.50 m Depth Vibra-Alarms Deaf or Hearing Impaired Occupants Signage Urinals Elongated or Through Lip of 0.48 m (H) Verges or Similar 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  NOTHING FOLLOWS  ● JNIPUFQ©2015 ● Page 22 ● 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. TABULATION OF DESIGN STANDARDS PD 1096 SUBJECT National Building Code PD 1185 Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING COMMUNITY FACILITIES ES ●●  HS ●●  TT ●●  NMPC ●  CS & OCC ●       100 to 499      No. Of Lots And/or DU NMPC ● 10 and below 11 to 99  CS & OCC ●  ES ●●  HS ●●  TT ●●             500 to 999          1000 to 1499           1500 to 1999           2000 to 2499           2500 and Over           No. Of Lots And/or DU Per Hectare 150 and below 151 to 225 ● Mandatory Non-Saleable ●● Optional saleable but when provided in the plan the same shall be annotated in the title Above 225 % of gross area of subdivision 1.0% 1.5% 2.0% PARKS / PLAYGROUND No. Of Lots And/or DU Per Hectare % of gross area of project 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% % of gross area of subdivision 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 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 23 ● 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. TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST Minimum Area 50 sqm Add 3.0 sqm for every added DU in excess of 10 Public Accessible Park Max. Distance 800 m ECONOMIC HOUSING SOCIALIZED HOUSING Maj, Min, MC, Alley Major, Minor, MC, PW HECTARES HEIRARCHY OF ROADS 2.5 and below Maj, Min, MC, Alley Maj, Min, MC, Alley 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) HECTARES Major Minor Major Minor Major Minor Major 8 10 8 8 6.5 8 10 8 10 8 10 6.5 10 6.5 12 10 8 12 8 10 6.5 10 6.5 2.5 and below 10 Above 2.5 - 5 12 Above 5 - 10 Coll Coll 10 Coll 8 Coll Minor 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 PW MC Alley PW MC Alley MC Alley MC Alley ROW 6 2 6 2 6 2 Carriageway 5 2 5 2 5 Interior Subdivision 6 3 5 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 0.4 0.6 0.4 0.6 Optional 0.5 Optional 0.5 6.5 Optional ● JNIPUFQ©2015 ● Page 24 ● 0.6 Optional TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) Grass & Shrubs 200mm / side Trees 300mm / side Sidewalk SLope 1/50 RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING ROADS PAVEMENT Major Concrete / Asphalt Concrete / Asphalt Concrete – 150mm Thick / 20.7Mpa @ 28 days Asphalt – 50mm Sidewalk – 17.2Mpa Minor Motor Court Sidewalk Concrete / Asphalt Macadam Macadam Path Walk / Alley Macadam INTERSECTIONS Distance between offset intersections 20m (Min.) 20m (Min.) Crown Slope 1.5% 1.5% to 9.0% Grades and Vertical Curbs 7.0% to 9.0% As per DPWH GRADE / SLOPE MINIMUM LOT SIZES INT INS Single Detached 301.00 sqm TL 100.00 sqm 365.00 sqm CTL Duplex / Single Attached 120.00 sqm CL EL 548.00 sqm INT Basic / Maximum INS 80.00 sqm / 192.00 sqm CL TL 96.00 sqm / 261.00 sqm 72.00 sqm 64.00 sqm Price for Saleable lots shall not exceed 40% of the Maximum Selling Price of House and Lot Packages 96.00 sqm 80.00 sqm 54.00 sqm 48.00 sqm 60.00 sqm 50.00 sqm 36.00 sqm 28.00 sqm CTL EL Row Houses 140.00 sqm /378.00 sqm INT Basic / Maximum INS 50.00 sqm / 400.00 sqm CL TL 75.00 sqm / 475.00 sqm CTL EL 200.00 sqm /700.00 sqm ● JNIPUFQ©2015 ● Page 25 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) INT Not Allowed INS 96.00 sqm R-4 Individual Townhouse Lots RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING CL TL 120.00 sqm CTL EL 180.00 sqm INT Not Allowed INS 500.00 sqm CL R-5 TL 540.00 sqm CTL EL 945.00 sqm INT Not Allowed INS 204.00 sqm 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. CL Com-1 TL 238.00 sqm CTL EL Not Allowed INT Not Allowed INS 301.00 sqm CL Com-2 TL 365.00 sqm CTL EL Com-3 Industrial (I) General Institutional (GI) Cultural (C) 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. Not Allowed INT Not Allowed INS 600.00 sqm CL TL 813.00 sqm CTL EL Not Allowed MINIMUM FLOOR AREA Single Detached Duplex / Single Attached As per PSO Computation 42 sqm Row Houses ● JNIPUFQ©2015 ● Page 26 ● 30 sqm 22 sqm 18 sqm TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING Single Detached LOT FRONTAGES (RESIDENTIAL) a. Corner Lot 12.00 m 8.00 m b. Regular Lot 10.00 m 8.00 m 6.00 m 4.00 m 3.00 m 3.00 m c. Irregular Lot d. Interior Lot Based on Classification Type of Occupancy Duplex/Single Attached 8.00 m Row Houses 4.00 m 4.00 m 6.00 m 3.50 m Complete House (based on the submitted specifications) Complete House (based on the submitted specifications) Shell House (based on the submitted specifications) MINIMUM LEVEL OF COMPLETION Single Detached 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 ● JNIPUFQ©2015 ● Page 27 ● 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 TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) Buildings 2.70 m – 1st Storey 2.40 m – 2nd Storey 2.10 m – Succeeding Storeys 1.80 m – Mezzanine Mezzanine Floor 1.80m RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING 2.00 m 2.00 m 2.30 m 2.00 m 2.13 m 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 Sum of Areas of Openings in any Storey Less than 50% of total area of the wall on that storey 2.00 m 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 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 18 sq. m for studio unit 1.80m x 1.70m 2.25 sq. m EXITS Minimum number 1 Occupant Load < 10 1 10-499 2 At least 2 exits 2 50-300 2 300-600 2 500-999 3 600-999 1000 (Class A) 1 3 3 4 4 4 ● JNIPUFQ©2015 ● Page 28 ● 1 1 TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 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 Max. of 12.00 m Max. of 12.00 m Max. of 12.00 m Dead ends Max. of 6.00 m Mezzanine Floors >185.00 sqm / >18.00m in any dimension 2 stairways Max. of 6.00 m EXIT DETAILS Means of Egress 2 (Balcony, mezzanine, storey) 3 (>500 to 1000) 4 (>1000) THRESHOLDS 130mm (Max. Height) 1/2 Slope >6mm 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 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 0.65 sqm / person 0.65 sqm / person 0.65 sqm / person ASSEMBLY OCCUPANT LOAD Auditoriums, Theaters, Churches, Dance Floors, ● JNIPUFQ©2015 ● Page 29 ● 3.50 m TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) Fire Code of 2008 1.40 sqm / person 1.40 sqm / person INSTITUTIONAL EDUCATIONAL Dining Room., Drinking Est., Exhibit Rm., Gymnasia Reviewing Stands, Stadia, Waiting Spaces 0.65 sqm / person 0.28 sqm / person 0.28 sqm / person 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 Hospitals, Sanitaria Nursing Homes, Children’s Homes, Home for the Aged Nurseries for Children MERCANTILE BP 220 BP 344 Economic & Socialized Housing Accessibility Law OPEN MARKET 8.40 sqm / person 7.40 sqm / person 3.25 sqm / person Sleeping Area 11.00 sqm / person 11.10 sqm / person 11.10 sqm / person 22.00 sqm / person 22.30 sqm / person 22.30 sqm / person 28.00 sqm / person 18.00 sqm / person Basement (Covered Walls) 2.80 sqm / person Ground Floor (Street Floor With Direct Access, Sales Floor) 2.80 sqm / person Upper Floors 5.60 sqm / person Offices, Storage, Shipping 9.30 sqm / person 2.80 sqm / person 4.30 sqm / person 2.80 sqm / person 5.60 sqm / person 5.60 sqm / person Split Level Parking Garages PD 957 Subdivision & Condominium Law 3.30 sqm / person Treatment Area RESIDENTIAL 9.30 sqm / person 3.70 sqm / person 18.60 sqm / person BUSINESS INDUSTRIAL RA 9514 9.30 sqm / person Warehouses, 28.00 sqm / person Mechanical Equipment Room 28.00 sqm / person Aircraft Hangars 48.50 sqm / person Garages 9.30 sqm / person 9.30 sqm / person 9.30 sqm / person ● JNIPUFQ©2015 ● Page 30 ● MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 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 Service Door 700mm 2000mm 700mm 2000mm Bedroom Door 700mm 2000mm 700mm 2000mm Bathroom Door 600mm 1800mm 600mm Mezzanine Door 1800mm 800mm 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 10-below 750 mm (Min.) 10-50 900 mm (Min.) 50 above 1100mm (Min.) 200 mm (Max.) Riser Entrance 100mm (2 steps) Tread 250 mm (Min.) Entrance 300mm (2 steps) Headroom 2000 mm Height Between Landings 3.60 m (Max.) Dimension of Landings in the direction of travel Equal to the width of the stairway 1.20m (Max. – Straight Run) Maximum Variation in Height of Risers and Width of Run 5mm Class B 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 2.75m 3.70m NEW EX-FIRE <2000 Persons 1120mm >2000 Persons 1420mm 915 mm 180 mm (Max) 100 mm (Min) 205 mm 250mm (Max.) 280 mm 230 mm 200mm (Min.) 600 mm 600 mm 2000 mm 2000 mm 3660mm 3.60 m 1.12 m Equal to the width of the stairway 600 mm 5mm ● JNIPUFQ©2015 ● Page 31 ● 2000 mm TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 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 Swinging stair section Discharge to Ground Capacity Swinging stair section or Ladder Swinging stair section 38 persons / unit 45 persons (Winders or / unit Ladders (Door) from 20 persons Balcony) / unit 5 persons / (Window) unit (Window) 45 persons / unit (Door) 20 persons / unit (Window) 760-865 mm above the surface of thread 760-865 mm above the surface of thread GUARD AND HANDRAILS Handrails (Height) 800-900 mm from the nosing 700-900 mm from the floor 38mm 50mm 106cm 106cm 91cm (Interior Balconies & 91cm (Interior Balconies & Mezzanines) Mezzanines) Guards (Height) Clearance from Wall 800mm (Min.) 1200 mm (Max.) above the surface of thread 50mm 38mm 38mm ● JNIPUFQ©2015 ● Page 32 ● TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 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 Curved Stairs 280mm @305mm from side Smallest Radius is not less than Stair Width Spiral Stairs 280mm 150mm (narrow edge) 200mm @300mm from narrow edge RAMPS Wdth Class A Class B 122cm 76-122cm 1120mm 150mm / 6in Length Slope 1:8 (Max) 8-10% 10-17% Cross Slope Max. Rise for a single Run No Limit 3.66m Capacity - Down 60 45 Capacity - Up 45 45 1:12 300mm 1:48 300mm 760mm FIREWALLS Thickness 150 mm / 6in Vertical Extension 400 mm 300 mm Horizontal Extension 600 mm 300 mm SETBACKS Low Density Residential (R-1) Medium Density Residential (R-2) 1.20 m 6.00m (Max.) If longer, provide 1.50m (Min.) landings 4.50 m Front 2.00 m Side 2.00 m Rear Basic / Maximum 3.00 m / 8.00 m Front 2.00 m Side 2.00 m Rear As per PD1096 (NBCP) ● JNIPUFQ©2015 ● Page 33 ● 1:12 (Max.) TABULATION OF DESIGN STANDARDS SUBJECT High Density Residential (R-3) PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST Basic / Maximum 3.00 m / 8.00 m Front 2.00 m Side 2.00 m Rear Subdivision ECONOMIC HOUSING SOCIALIZED HOUSING 1.50 m Front 1.50 m Side 2.00 m Rear 1.50 m Front 1.50 m Side 2.00 m Rear 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 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 15% 15% 1.20 m DRIVEWAYS, ENTRANCES & EXITS Slope of entryway 1:3 or 1:4 Max. slope of ramps 1:8 (Exit Coutrts) 1:10 (Exit Passageway) 1:3 or 1:4 1:12 (Max.) 1:48 (Max. Cross Slope) 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 34 ● 1:12 Max. length 6.00 m w/o landing TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 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) Multi-Family Dwelling & Condominiums 1 / 8 living units Off-Site Parking 200m Low-income single detached living units Lot Size = 100 sq. m 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 100m away AISLES >60 Seats ≤ 60 Seats Serving 1 Side 800mm 915mm 760mm Serving Both Sides 1.00m 1220mm Side Aisles 1.10m WIDTH 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.) 840 mm 830 mm SEATS SEAT SPACING CONTINENTAL Unoccupied STANDARD Back-to-Back 2.50 x 5.00 m (Perpendicular & Diagonal) 2.15 x 6.00 m (Parallel) ≤ 18 Seats 450 mm ≤ 35 Seats 500 mm ≤ 45 Seats 525 mm ≥ 46 Sets 550 mm ● JNIPUFQ©2015 ● Page 35 ● Pooled Parking 1 slot / 10 units Pooled Parking 1 slot / 10 units 1 slot / 20 units 1 slot / 20 units 3.70 x 5.00 m TABULATION OF DESIGN STANDARDS SUBJECT PD 1096 PD 1185 National Building Code Fire Code of 1977 (Repealed by RA9514) RA 9514 Fire Code of 2008 PD 957 BP 220 BP 344 Subdivision & Condominium Law Economic & Socialized Housing Accessibility Law OPEN MARKET MEDIUM COST ECONOMIC HOUSING SOCIALIZED HOUSING 450 mm (Min.) 480 mm (Max.) Width ROW SPACING Without Back Rest 600mm With Backrest 750mm Chair Seating 850mm Back to Front 300mm RISE Between Rows 830mm (Max.) 680mm (Min.) 300mm 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) Water Tank Capacity 20% ADD + Fire Reserve 150 Liters / Capita / Day (LCPD) ELECTRICAL REQUIREMENT Per Pole if 50 m Distance @ every other Pole if <50m Distance Per Pole if 50 m Distance @ every other Pole if <50m Distance Individual as per PD856 (Sanitation Code of the Philippines) Communal or Individual as per PD856 (Sanitation Code of the Philippines) Minimum Diameter of Drainage Pipe 30cm 300mm Location Underground Underground Minimum Drainage System Reinforced Concrete Pipes (RCP) Concrete lined canal with load bearing cover Street Lighting SEWAGE DISPOSAL Septic Tank DRAINAGE SYSTEM GARBAGE DISPOSAL SYSTEM Type Independently or LGU Garbage Collection ● JNIPUFQ©2015 ● Page 36 ● VERNACULAR TERMS VERNACULAR TERMS VERNACULAR TERMS VERNACULAR TERMS VERNACULAR TERMS VERNACULAR VERNACULAR VERNACULAR VERNACULAR VERNACULAR Kalinya Asintada Uno-Sin-Otra Unosinotra ENGLISH Aligned Alignment Alternate Alternate/Staggered Liyabe Anchor Caida Ante-Sala From Stairs Kontratista Kanto Hiero Kanalado Patio, ENGLISH Constructor Corner Corrugated G.I. Sheet Courtyard Guililian, Sepo, Kuling Sepo (Kapatas) Canal Alulod, Kanal ENGLISH Girder Girt Bolada De Bandeha ENGLISH Bahada Slope Panel Door Hinang Solder Groove Dispensa, Pantry Biento Spacing Gutter Dingding Partition Biento Spacing/Gap Plantilya Pattern, Sched Escondro Crushed Stone Caida Hall Pie De Gallo Diagonal Brace Gabay Handrail Piketa Quatro Aguas Hip Roof Hiero Liso Plain G.I Sheet Bodega, Palitada Plaster/Stucco Hardinera Batidura Astragal Comedor, Dining Room Balcon Balcony Bangguerahan Barandillas Baluster Batidora Door Fillet Or Astragal Dish Rack Pabalagbag, Trabe Anzo Horizontal Stud Kusturada Pick Work Plastered Course Trankilya Barrel Bolt Sumbrero Door / Window Head Quadra, Horse Stable Tapon Plug Rodapis Baseboard Hamba Door / Window Jamb Pulgada Inches Hulog Plumb Bob, Plumbline Bath Abang Dowel Baño Banyera Biga Cuarto, Alcoba, Dormitorio Pierno Bath Tub Beam Bedroom Tubo De Banada Sepillado Escombro Sibe, Alero Bolt Tabike Downspout Dressed Lumber Earth Fill Eave Exterior Siding Barakilan , Tirante Bottom Chord Senepa Tirante Bottom Chord Piye Bisagra Butt Hinge Tambak Espolon Cabinet Hinge Batidura Calikum Soleras Floor Joist Okum Media Agua Canopy, Awning Guililan Fascia Board Suelo Flooring Ceiling Joist Cement Brick Baldosa Cement Tile Baral De Kadena Madre De Escalera Sinturon Poste Larga Masa Alulod- Chain Bolt Fundacion Zaguan, Kapatas, Maestro De Obra Flush Footing For Caroza Foreman Tread Kilo Truss Putty Quarter Round Planchuelo Andamio Ramp Asolejo, Asolehos Kanteria lastilyas Lastilyas Kantero Suban Kanto Mesa Paupo Queen Post Rabbet Reinforcing Bars Ridge Roll Wainscoting Tile Wall Post Washer Chapa Aljibe, Water Cistern Mansory Lastillas Sand And Gravel Inodoro Water Closet Mansory Fill Mason Metal Work, Temper Plancha, Andamiyo Batak Rebokada Scaffolding Pasamano Window Sill Poleya Wiring Knob Scratch Coat Haspe Wood Grain Tabla Wood Plank Miter Joint Tuerka Screw Nut Mortar Roskas Screw Thread Kustura Mortar Joint Poso Negro Septic Vault Muldura Moulding Dutcha Shower Punsol Neil Setter Ducha Showerhead G.I. Pipe Estanyo Nicolite / Soldering Bar G.I. Sheet Strap Truerka Nut Gable Roof Azotea, Open Terrace ● JNIPUFQ©2015 ● Page 37 ● Pendulon Guililan, Sepo Krokis Washer (Iron) Scrapped Filler Framework Dos Aguas Pitsa W.I Strap Rivets Frame Work Conductor Bagad Vertical Stud Riser Balangkas Lingueta Pilarete Varnish Vault Rimatse Takip Silipan Balangkas Tubo Galbanisado Entresuelo, Machine Bolt Closed Stringer Column Monyeka Rafter Low Table Toilet Top Chord Trellis Kilo Dulang Tinsmith Pergola Vaciad, Basiador Pierno Pasante Stringer (Open) Baytang Lavatory Kabilya Stake Storeroom Purlin Landing Caballet, Kaballete Stair Post Collar Plate Concrete Slab Tahilan Lababo Living Room Ceiling Letrina Or Comun, Mesa, Mesita Sala, Caulk Cotton Masilya Media Cana Latero Prases Fill Estopa Reostra Estaka Laborer Fillet Floor Sill Poste / Haligi Hagdan Piyon Lean-To Roof Kisame Landrilyo Kitchen Kitchen Sink Sibe Floorboards Kostilyahe King Post Laying Of Chb Dotal Alahado Cocina, Prigadero Iron Asinta Feet Cast Iron Pipe Tubo Pundido Hiero Pendulum, Tabike ENGLISH Overhung, Projection Siding (Ext) Sill Sketch Plan Plantsuela Wrought Iron Strap ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS CONCRETE HARDENERS Concrete & Concrete Works PORTLAND CEMENT Applied on concrete surface to increase hardiness and toughness. TWO TYPES OF CONCRETE HARDENERS Made from materials which must contain the proper proportions of lime, silica, alumina and iron components. SPECIAL CEMENTS CHEMICAL HARDENERS liquids containing silicofluorides or fluosilicates and a wetting agent which reduces the surface tension of the liquid and allows it to penetrate the pores of the concrete more easily. FINE METALLIC AGGREGATE are specially processed and graded iron particles which are drymixed with Portland cement, spread evenly over the surface of freshly floated concrete, and worked into the surface by floating. WHITE PORTLAND CEMENT same materials as normal Portland except in color MASONRY CEMENT Designed to produce better mortar than that made with normal Portland cement or with a lime-cement combination. AIR-ENTRAINING PORTLAND CEMENT Small amounts of this is added to the clinker and ground with it to produce air-entraining cements, effective use for resistance to severe frost. WATER REDUCING ADMIXTURES Material used to reduce the amount of water necessary to produce a concrete of given consistency or to increase the slump for a given water content. OIL WELL CEMENT Special Portland cement used for sealing oil wells. DAMPROOFERS Materials used to reduce or stop the penetration of moisture through the concrete. Reduces permeability. WATERPROOFED PORTLAND CEMENT Normally produced by adding a small amount of stearate, usually calcium or aluminum to the cement clinker during the final grinding. TYPES OF AGGREGATES USED IN CONCRETE PASTE SLURRY CONCRETE Artificial stone made by binding together particles of some inert material with a paste made of cement and water. These inert materials are the aggregate. AGGREGATE Sand, gravel crushed stone, cinder, crushed furnace slag, burned clay, expanded vermiculite, and perlite. SAND Found in riverbeds, free of salt and must be washed. FINE AGGREGATE Smaller than ¼” diameter stones. COURSE AGGREGATE Bigger than ¼” diameter stones. CONTROL OF CONCRETE MIXES: SLUMP TEST BONDING AGENTS When freshly mixed concrete is checked to ensure that the specified slump is being attained consistently. A standard slump cone is 12 inches high (0.30) and 8 inches (0.20) in diameter at the bottom and 4 inches (0.10) on top which is open on both ends. Often applied to such an old surface immediately prior to pouring new concrete to increase the amount of paste. TWO TYPES OF BONDING AGENTS METALLIC AGGREGATE Iron particle are larger, but with same materials as the permeability reducer. Bonding takes place through the oxidation and subsequent expansion of the iron particles. SYNTHETIC LATEX EMULSION Consists of highly polymerized synthetic liquid resin dispersed in water. SET-INHIBITING AGENTS Prevent the cement paste from bonding to the surface aggregate but will not interfere with the set throughout the remainder of the pour. POZZOLANIC ADMIXTURES Materials sometimes used in structures where it s desirable to avoid high temperature or in structures exposed to seawater or water containing sulfates. Pozzolans may be added to concrete mixes-rather than substituting for part of the cement to improve workability, impermeability, and resistance to chemical attack. CONCRETE PRODUCTS made of lightweight and heavyweight materials for use in exterior and interior loadbearing walls, firewalls, curtain and panel walls, partitions etc. COMPRESSIVE STRENGTH TEST Common quality-control test of concrete, based on 7 and 28 day curing periods. CONCRETE ADDITIVES Materials often added to the concrete or applied to the surface of freshly placed concrete to produce some special result. ACCELERATORS An admixture which is used to speed up the initial set of concrete. Such a material may be added to the mix to increase the rate of early-strength development for several reasons. HOLLOW LOAD-BEARING CONCRETE BLOCK an 8” x 8” x 16” will approximately weigh 40 to 50 lb. Made with heavyweight aggregate and 25 to 35 lb. when made with lightweight aggregate. RETARDERS to delay or extend the setting time of the cement paste in concrete. SOLID LOAD BEARING BLOCK AIR-ENTRAINING AGENTS Air-entrained concrete contains microscopic bubbles of air formed with the aid of a group of chemical called surface active agents, materials that have the property of reducing the surface tension of water intended for use when better resistance to frost action is concerned. Defines as one having a core area of not more than 25% of the gross crosssectional area. HOLLOW; NON-LOAD BEARING CONCRETE BLOCK One in which the core area exceeds 25% of the cross-sectional area. CONCRETE BLOCK ● JNIPUFQ©2015 ● Page 38 ● ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS FURRING TILE Used on the inside of exterior walls to provide air spaces for insulation to prevent the passage of moisture and to provide a suitable plastering surface. Classified as non-load bearing. FIREPROOFING TILE Structural steel must be insulated in fireproof construction. One method of doing this is to cover it with fire-proofing tile. FLOOR TILE Manufactured in both load-bearing and non-load bearing grades in standard thickness raging from 3 to 12 inches in standard length and widths of 12 inches. STRUCTURAL CLAY FACING TILE Unglazed tile and may have either a smooth or a rough textured finish. They are designed to used as exposed facing material on either exterior or interior walls and partitions. STRUCTURAL GLAZED FACING TILE Produced from high-grade light burning clay which is suitable for the application of ceramic or salt glaze. TERRA COTTA Means “fired earth” is a clay product which has been used for architectural decorative purposes, since ancient Greece and Rome. Modern terracotta is machine-extruded and molded or pressed. The machine-made product is usually referred to as ceramic veneer, and is a unit with flat face and flat or ribbed back. CONCRETE BUILDING TILE COMMON SIZES CONCRETE BRICK QUALITY CELLULAR CONCRETE BLOCKS 4” x 8” x 16” for non-load bearing partitions 6” x 8” x 16” for load bearing walls HAND MADE backyard industry MACHINE MADE commonly sold STEAM CURED Manufactured by big and nationally known factories for load bearing walls. Usually specified for government and multistorey buildings. Lightweight block which is outstanding in thermal and sound insulation qualities. Basic ingredients are cement-made from silica-rich sand and lime-water, and aluminum powder. Ceramics And Clay Products BRICK Basic ingredient in clay. TWO TYPES OF CERAMIC VENEER THREE PRINCIPAL FORMS SURFACE CLAY Found near the surface of the earth SHALE Clay which have been subjected to high pressure until they have become relatively hard. FIRE CLAY Found at deeper levels and usually have more uniform physical and chemical qualities. ADHESION TYPE Held to the wall by the bond of the mortar to the ceramic veneer back and to the backing wall. ANCHOR TYPE Are held y mortar and by wire tiles between the terracotta and the wall behind. Building Stones, Gypsum And Lime BUILDING STONES TWO CLASSES OF CLAY CALCAREOUS CLAYS Contains about 15 percent calcium carbonate and burn to a yellowish color. NON-CALCAREOUS CLAYS Composed of silicate of alumina, with feldspar and iron oxide. These clays burn buff, red or salmon depending on the iron oxide content which vary from 2 to 10 percent. STANDARD BRICK SIZE 2 ¼ x 3 ¾ x 8 inches STRUCTURAL CLAY TILES Are hollow units as opposed to brick which is sold. Tiles are made from the same material as brick, but all clay tiles are formed by extrusion in the stiff-mud process. THREE GENERAL CATEGORIES TYPES OF TILES BACK-UP TILE LOAD BEARING WALL TILE used for bearing walls of light buildings, the height usually restricted to four stories. Structural load bearing wall tile are made in 4, 6, 8, 10 and 12 in thickness. PARTITION TILE non-load bearing CLASSIFIED ACCORDING TO FORM Intended for use in both bearing and non-bearing walls which will be faced with brick or facing tile. ● JNIPUFQ©2015 ● Page 39 ● Stones usually blocks or pieces of the basic material rock. IGNEOUS Formed as a result of the cooling of molten matter. SEDIMENTARY Formed by the action of water either by depositing materials at the bottom of a water body or depositing them on the earth’s surface. METAMORPHIC Rocks changed from their original structure by the action of extreme pressure, heat, or various combinations of these factors. RUBBLE includes rough fieldstone which may merely have been broken into suitable sizes, or it may include irregular pieces of stone that have been roughly cut to size, usually used for and filling material. (escombro and lastillas) DIMENSION (CUT STONE) Consists of pieces that have been cut or finished according to a set or drawing. (for facing walls) FLAGSTONE (FLAT SLABS) Consists of thin pieces (1/2 in. and up which may or may not have had their face dimensions cut to some particular size. (for walks and floors) CRUSHED ROCK Consisting of pieces varying I size from 3/8 to 6 in. and is used to a large extent in concreting. ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS BUILDING STONE ARGILITE One formed d\from clay, commonly dark-blue with faint shades of green, used for floor tile, stair treads, coping stones, interior wall base, interior window stools of exterior window sills. GRANITE Igneous origin and composed of quartz, feldspar, hornblende and mica. Its generally very hard, strong durable and capable of taking a high polish. LIMESTONE A sedimentary rock which is either oolitic, or calcite cemented calcareous stone formed of shells fragments, particularly non-crystalline in nature, it has no cleavage lines and uniform in structure and composition. TRAVERTINE A sedimentary rock composed mainly of calcium carbonate. It has been formed at the earth’s surface through the evaporation of water from hot springs. MARBLE Metamorphic rock, one that has been changed from its original structure in this case, limestone and dolomite have been recrystallized to form marble. SERPENTINE Igneous rock with the mineral serpentine. The mineral is olive green to greenish black, but impurities may give the rock other colors. SANDSTONE A class of rock composed of cemented silica grains. Colors include gray, buff, light brown and red. SLATE ROCK Formed by metamorphosis of clays and shales deposited in layers. A unique characteristic of the rock is the relative ease with which it may be separated into thin tough sheets, called slates, ¼” or more thick. STONE CONSTRUCTION PANELING Consists of using slabs of stone cut to dimension and thickness to cover backup walls and provide a finished exterior. ASHLAR Work requires the use of cut stone and includes broken ashlars, irregular coursed ashlars, and regular coursed ashlars. RUBBLEWORK Used as random when no attempt is made to produce either horizontal or vertical course lines. Small spaces are filled with spalls, small stones and used as course rubble work, horizontal course lines are maintained but no vertical course lines used. TRIM GYPSUM WOOD stones which form the bottom of window and door openings AS BELTS special stone courses which are built into a wall for a particular purpose. One reason is to provide architectural relief to a large wall of one material or to provide a break I the vertical plane of the wall, another reason is to hide a change in the wall thickness. AS COPINGS one which is cut fit on the top of a masonry wall. It prevents the passage of water into the wall, sheds water to either inside or outside, and gives a finished appearance to the wall. AS LINTELS Stones which bridge the top of door and window openings. AS STONE STEPS Made to fit over an inclined concrete slab or to cap steps cast in concrete. AS AN ARCH STONE Cut to form some particular type of arch over a door or window opening. AS STONE FLOORING Walks and patios, made by covering a base of stone concrete, brick or tile with flagstones, trimmed flagstone, trimmed rectangular and square. A soft mineral consisting of a hydrated calcium sulfate from which gypsum plaster is made (by heating); colorless when pure used as a retarder in Portland cement. a traditional building material, it is easily worked, has durability and beauty. It has great ability to absorb shocks from sudden load. In addition, wood has freedom from rust and corrosion, is comparatively light in weight, and is adaptable to countless variety of purposes. CLASSIFICATION OF TREES HARDWOODS ‘Deciduous’ trees that have broad leaves which are normally shed in the winter time. SOFTWOODS ‘Conifers’ trees that have needles rather than leaves and that bear their seeds in cones. MOISTURE CONTENT OF WOOD Expressed as a percentage of the oven-dry weight and can be determined by the oven-dry method or by an electric-moisture meter method. THREE CATEGORIES OF LUMBER YARD LUMBER used for ordinary light construction and finishing work and consists of 1 and 2 inches material manufactured into common boards, shiplap, shelving dimension lumber, center match, flooring, roof plank, siding, v-joint, trim and molding of all kinds. These are usually found in retail lumberyards. SHOP LUMBER Usually left in 1 and 2 inches rough thickness often containing knots or defects not ordinarily permissible in other categories. It is intended for use in shops or mills making sash, doors and cabinets where it will be cut into relatively short pieces and the defective material discarded. STRUCTURAL LUMBER In intended for use in heavy construction for load-bearing purposes and is cut into timbers of large size than yard lumber, 3 inches or more thick and 4 inches or more wide. It is made from the heartwood of the log. Stones which form the sides of window and door openings. AS SILLS Specially cut stones which are built into and project from a masonry wall near the top to provide the appearance of a cave. Wood And Wood Products Involves use of stones cut for a specific purpose and include Quoin – stones laid at the intersection of two walls. AS JAMBS AS CORNICES FINISHES OF WOOD S1S ● JNIPUFQ©2015 ● Page 40 ● surfacing or planning of one side ARCHITECTURAL BUILDING MATERIALS S2S two sides planed S4S four sides planed ROUGH as sawn and not planed ARCHITECTURAL BUILDING MATERIALS PLYWOOD WOOD GRAIN EDGE GRAIN Annual rings run approximately at right angle to the face. FLAT GRAIN When the annual rings run more or less parallel to the surface. ANGLE GRAIN When the annual rings are at about 45 degrees to the face. HARDBOARD Made by bonding together thin layers of wood in a way that the grain of each layer is at right angles to the grain of each adjacent layer. VENEER each layer of plywood ROTARY CUTTING a method of cutting wood veneer in which a log is fixed in a lathe and rotated against a knife so that the veneer is peeled from the log in a continuous sheet. Made from processed wood chips. THREE GRADES OF BOARD SEASONING OF LUMBER AIR-DRYING Lumber is strip-piled at a slope on a solid foundation. This allows air to circulate around every piece while the sloping allows water to run off quickly. KILN-DRYING More expensive lumber which is required for more refined uses so as wood will not move, such as furniture. Flooring and general interior use. PRESSURE TREATED LUMBER When lumber is subjected to pressure and injected with chemicals or salts to insure it from rots. STANDARD flexible to be quite easily bent TEMPERED HARDBOARD Made by impregnated standard board with a tempering compound of oils and resin and baking it to polymerize the tempering material. LOW-DENSITY HARDBOARD Not as strong and durable as standard hardboard. INSULATING FIBERBOARD Made from three types of fiber – wood, sugar cane, and asbestos, and binder, formed into a board. SPECIFICATION WHEN BUYING LUMBER CHIPBOARD A large class of building board made from wood and particles and a binder, often faced with veneer. Indicate no. of pieces, thickness, width, length, total bd. Ft. kind of lumber and finish. PARTICLE BOARD Hardboard made from relatively small particles. Example: 6-2” x 8” x 14’-0” = 112 bd. Ft. tanguile S4S GYPSUM BOARD A wall board having a gypsum core. STRAW BOARD Hardboard made of compressed wheat straw, processed at 350 to 400 degree Fahrenheit and covered with a tough craft paper. ASBESTOS-CEMENT BOARD A dense, rigid board containing a high proportion of asbestos fibers bonded with Portland cement, resistant to fire, flame, and weathering, has low resistance to heat flow. CORKBOARD From the outer bark of the cork oak tree, cork granules is mixed with synthetic resin, compressed and formed into sheet from 1 to 6 inches thick and baked under pressure into rigid boards. PAPERBOARD Made into two different types: a paper pulp pressed into boards 3/16, or ¼ in. thick, 4 ft. wide, and 6, 7 or 8 ft. long. Usually one surface is primed for easier finishing. The other is a layer of stiff paper folded into corrugated from and faced on both sides with a thick paper backing, cemented to the core. MINERAL FIBERGROUND Thick mats of mineral fibers, usually glass or rock wool are covered with a backing of stiff paper on one or both sides to form rigid boards, ranging in thickness from ½ to 2 in. The usual board size is 24 x 48 inches. PLASTIC FOAMBOARDS Polystyrene and polyurethane plastics are formed by a patented process to about 40 times their original volume. Used for perimeter insulation for concrete floor slabs, for wall and roof deck insulation, and for roof decks when properly supported. GLUE LAMINATED TIMBER term used to describe a wooden member built up of several layers of wood whose grain directions are all substantially parallel, and held together with glue as fastening commonly used for beams, girders, posts, columns, arches, arches, bowstring truss chords, usually softwoods are commonly used because of their low cost, lightness and strength. GLUE USED IN LAMINATING CASEIN GLUE Satisfactory for use in dry locations not exposed to rain or water. UREA-FORMALDEHYDERESIN Cheap and well cure at from 70 degrees Fahrenheit up. Will withstand soaking in cool water. PHENOL-FORMALDEHYDERESIN GLUES Not usually recommended because of the high temperature needed to cure them. Useful for combining timber and plywood and are very water-resistant. RESORCINOL-PHENOLFORMALDEHYDE Resin glues are expensive but have excellent qualities of durability and water resistance. Recycled Waste Products, Building Boards And Papers BUILDING BOARDS a group of sheets of building materials often faced with paper or vinyl, suitable for use as a finished surface on walls, ceiling, etc. BUILDING PAPERS KINDS OF BUILDING BOARDS In building construction, paper is used for sheathing, roofing and insulation, in making asphalt shingles, laminated and ● JNIPUFQ©2015 ● Page 41 ● ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS corrugated building products, and concrete form materials, as a moisture and vapor barrier; as cushioning material; as wallpaper; as an envelope or sheath for other materials; and as a fireproofing material. TYPE OF WOOD PULP PITCH A solid or semi-solid residue produced from partial evaporation or fractional distillation of tar. COAL-TAR PITCH Most common material of this kind of pitch. MECHANICAL PULP Or ground wood, is produced by grinding blocks of wood against a revolving abrasive stone or by grinding steamed wood chips in a grinding mill. ASPHALTS Dark brown or black solids or semi-solids which are found in the natural state and are also produced by the refining of petroleum. CHEMICAL PULP Produced by digesting wood chips in various chemicals to free the cellulose fibers from the liquid binding. LIQUID PAVING ASPHALTS Liquid asphalts used for paving are cutbacks. ASPHALT PAVING CEMENTS Used as binders for more expensive asphalt pavements. SEMI-CHEMICAL PULP Wood chips are first subjected to a mild chemical treatment and then mechanically disintegrated in rotating disk refiners. TYPES OF PAPER SHEATHING PAPER used to provide an airtight barrier over walls, floors, etc. ROOFING FELTS used in making a built-up roof and are usually produced in 36 in. wide rolls, in various weights from 3 to 20 lb/square. ROLLED ROOFING A heavy, mineral surfaced paper used as a final roof covering, made 18 and 36 in. wide, in various weights from 45 to 120 lb/square. ROOFING PAPER Ferrous And Non-Ferrous Materials FERROUS metal in which iron is the principal element NON-FERROUS Containing no, or very little iron. FERROUS METAL STEEL A malleable alloy of iron and carbon produced by smelting and refining pig iron and/or scrap steel, graded according to the carbon content. PIG IRON Used to make cast iron which is high in compressive strength but low in tensile strength, and has little use for construction. INSULATING PAPER Used to secure bulk and entrapped air with as much strength as possible. Insulating papers are made from both wood-fiber insulating paper and asbestos fibers. WROUGHT IRON Produced when pig iron is melted in such a way as to remove nearly all of the carbon and other impurities. CUSHIONING PAPER Similar to wood-fiber insulating paper, but less attention is paid to strength. Its chief use is for cushioning under linoleum, carpets, or slate roofing. ALLOY STEELS Made by containing other elements with the molten steel. Nickel, chromium copper and manganese are used. VAPOR BARRIER PAPER Intended to prevent the passage of moisture vapor through walls, ceilings and floors. NICKEL STEEL Stronger than carbon steel and is used to make structural members for building chromium steel is very hard and corrosion-resistant. LAMINATING PAPER A special, high strength kraft paper made for use in the production of plastic laminates. The thin, strong paper is impregnated with liquid plastic resin and several sheet are laminated together under heat and pressure to form the base for the plastic sheet. STAINLESS STEELS Made with chromium or a combination of nickel and chromium used in buildings for exterior wall panels, frames for doors, expansion joints, flashings, copings, fascia and gravel stops. COPPER Bearing steel has high resistance to corrosion and is used for making sheet steel and metal lath. MANGANESE STEEL Offers great resistance to abrasion and finds important use in the cutting edges of heavy digging tools. WEATHERING STEEL Recently developed grade of steel. It forms its protection against atmospheric corrosion and thus requires no painting. CONCRETE FORM PAPER Made from strong kraft paper in the form of a spiral tube and boxlike from made from corrugated container paper. WALLPAPER Paper from which decorative wallpaper is made. ENVELOPE PAPER Used as an outer covering or envelope for a number of building materials. One of these is gypsum board, composed of a layer of calcined gypsum covered in both sides by a sheet of craft paper. FIRE PROOFING PAPER Made from asbestos fibers, since this is an incombustible material. This material maybe in the form of matted paper, similar to asbestos insulating or roofing paper, or it may be in the form of a cloth woven from thread spun from asbestos fibers. Bituminous Marterials NON-FERROUS METAL ALUMINUM A lustrous, silver-white nonmagnetic, lightweight metal which is very malleable; has good thermal and electrical conductivity; a good reflector of both heat and light. BITUMEN A generic name applied to a semisolid mixture of complex hydrocarbons, derived from coal or petroleum, as a coal-tar pitch or asphalt. ALUMINUM FOIL Used as a vapor barrier on walls and ceilings and as reflective insulation. TAR The resulting condensate when destructive distillation is carried out on such materials as wood coal, shale, peat or bone. COPPER a lustrous reddish metal, highly ductile and malleable; has high tensile strength; is an excellent electrical and thermal conductor; is available in a wide variety of shapes; widely ● JNIPUFQ©2015 ● Page 42 ● ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS used for downspout, electrical conductors, flashings, gutter, roofing, etc. LEAD TIN dials. A soft, malleable, heavy metal; has low melting point and a high coefficient of thermal expansion. Very easy to cut and work, enabling it to be fitted over uneven surfaces. Used for roofing, flashing and spandrel wall panels. GLASS BLOCKS A lustrous white, soft and malleable metal having a low melting point; relatively unaffected by exposure to air; used for making alloys and solder and in coating sheet metal. Comparable in many ways to unit masonry but have the added feature of transmitting light. SOLID GLASS BRICK Also made to admit light into a building, because of its solid construction, it offers greater protection against vandalism than conventional window glass or glass blocks. The ability of the brick is to allow undistorted passage of light. Glass And Glazing GLASS Plastics And Related Products A hard, brittle inorganic substance, ordinarily transparent or translucent; produced by melting a mixture of silica, a flux and a stabilizer. TYPES OF GLASS PLASTICS REFLECTIVE GLASS Used to control glare and reduce solar heat. It the product of a glass-coating process which is carried out in a large, rectangular vacuum chamber. Manufactured in two types, silver and gold, the glass can be specified in any one of three nominal light transmittance of 8, 14, or 20 %. ROLLED AND ROUGH CAST GLASS Used where clear vision is not required, such as by factory roofs and walls, windows for halls and staircases, skylights, and partitions in offices. Cast glass diffuses light, and because of its low reflecting and absorption index, transmits 90 to 93 percent of light rays striking it. CATHEDRAL AND FIGURED GLASS Manufacturing is similar to rolled and rough-cast glasses. However, they contain a pattern or texture impressed usually on one surface by a patterned roller. WIRED GLASS Simply a rolled glass into which wire mesh is inserted during the process of manufacture. HEAT –ABSORBING PLATE GLASS Made by adding ingredients to the mix used in making regular slate glass so that the finished product is pale bluish-green or gray. TEMPERED PLATE GLASS Three to five times as strong as regular plate of the same thickness – and area in resisting compressive forces and fracture due to strain or thermal shock. VITREOUS COLORED PLATE Polished plate glass can be heat-strengthened and coated on one side with vitreous color which is fire-fused to the surface. LAMINATED SAFETY GLASS (BULLET PROOFING) Widely used in the automotive industry and transportation, but now finding some uses in the building industry, like glass that can withstand firearm attack and explosions. INSULATING GLASS Consists of two sheets of plate or sheet glass, separated by an air space, and joined around the edges to produce a hermitically sealed unit. CLASSIFICATION OF SHEET GLASS WINDOW GLASS Used for glazing windows doors and storm sash in residential buildings where good light and vision are required at moderate cost. HEAVY SHEET GLASS Used for glazing windows and doors where greater strength is required but where slight distortion is not objectionable. PICTURE GLASS GLASS PRODUCTS a large group of synthetic materials which are made from a number of common substances such as coal, salt, oil, natural gas, cotton, wood and water. From these, relatively simple chemicals known as monomers, which are capable of reacting with one another are produced. These are then built up into chainlike molecules of high molecular weight called polymers. TWO GENERAL CLASSIFICATION THERMOPLASTICS Become soft when heated and hard when cooled, regardless of the number of times the process is repeated. Include in the thermoplastics are acrylic cellulosis, polyethylene, polyvinyl chloride (PVC) polysterene, polyallomers polycarbonates, polyimide, polypropylene, polysulfone, phenylene oxide, nylons, methyl pertenes, ionomer, fluoroplastics, acetal and acryonitrile butadieniene styrene (ABS). THERMOSETTING PLASTICS Set into a permanent shape when heat and pressure are applied to them during the forming stage. Thermosetting group includes phenolics, aminos (urea and melamine) epoxies, polyesters, polyurethane, alkyd silicones and diallyl phthalate (DAP). PRODUCTION Plastics products are formed by a number of methods which include: INJECTION MOLDING PROCESS Measured amount of powder or granules is heated and when flowing forced through the nozzle of the barrel into a shaped cavity, where it cools of solidities. BLOW-MOLDING PROCESS An extruder extrudes a hollow tube which is captured between the two halves of a hollow. As the mold closes, air is blown into the tube and expands it to fit inside surface of the mold. ROTATIONAL MOLDING Used to form hollow units with complex shapes and heavy walls, a premeasured amount of powder or liquid resin is placed at the bottom half of a cold mold which is then closed. EXPANDABLE BEAD MOLDING A process used to produce light weight products of polysterene foam, small granules of polystyrene with a small amount of an expanding agent are placed in a rolling drum and steam heated. COMPRESSION MOLDING A measured quantity of powder in a heated mold, which is then closed. Heat and pressure are applied to the powder which melts and flows to all parts of the mold. TRANSFER MOLDING Similar to compression molding except that the powder is heated and liquefied outside the mold and injected into the mold under heat and pressure, where the forming and setting takes place. Used for covering pictures, photographs, maps, charts projector slides and instrument ● JNIPUFQ©2015 ● Page 43 ● ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS FOAMED PLASTICS Are made by expanding agent with either granules or powder and then heating. Heat melts the plastic and causes the formation of a gas which expands the molten material into foamed structure. GRANULAR INSULATION made from expanded minerals such as perlite and vermaculite or from ground vegetable matter such as granulated coork. THERMOSET FOAM Made by mixing the appropriate resin with a curing agent and an expanding agent and then heating them in a mold. FIBROUS LOOSE FILL used to insulate walls of buildings that have been built without insulation. EXTRUSION FORMING Used for mass-produced materials which have a constant cross section, and it is done in two ways by forcing of semi-liquid plastic through a die of the proper size and shape in a manner similar to that used for forming brick by extrusion. GRANULES are graded into four sizes, 1, (3/8 in. to no. 16 sieve) and sizes 2 (no. 4 to no. 30 sieve) used as loose-fill insulation for sidewalls and ceilings over suspended ceilings, between wood sleepers over a concrete floor slab, as fill for the cores of concrete blocks, and sizes 3 (no. 8 to no. 100 sieve) size 4 (no. 16 to 100 sieve). THERMOFORMING PROCESS Sheet plastic is heated until soft and then forced by air pressure against a cold and hardens in shape. BLANKET INSULATION LAMINATING PROCESS Consists of impregnating sheets of paper, glass fiber, or cloth with a thermosetting liquid resin and then applying heat and pressure to a number of sheets to form a laminated product. made from some fibrous materials such as mineral wool, wood fiber, cotton fiber, or animal hair, manufactured in the form of a mat, 16, 20 or 24 in. width, in 8 ft. lengths or put up in rolls of from 40 to 100 linear feet, with controlled thickness of 1, ½, 2, 3 and 4 inches. CASTING A simple process in which liquid plastics, with their appropriate curing agent, are poured into molds and set, with or without heat. BATTS similar to blankets but they are restricted to 48 inches in long or less they are always covered with paper, and made especially for installation between stud spacings. CALENDARING PROCESS Plastic is fed to revolving rollers which turn out a thin sheet or film the thickness of the product is determined by the roller spacing, and the surface of the sheet may be smooth or matted, depending on the roller surface. STRUCTURAL INSULATION BOARD Made from organic fiber-wood, cane, straw or cork. The wood and cane raw material is first pulped, after which it is treated with water proofing chemicals. PLASTIC LAMINATES Consists of three or more layers of material bonded or laminated together with plastic adhesive under high pressure. STRAWBOARD made from carefully selected straw, fused under heat and pressure into a panel 2 inches thick and 4 ft. wide. CORKBOARD made from granulated cork mixed with resin and pressed into sheets of several thickness, depending on the use to which they will be put. Adhesives And Sealants COHESIVENESS The ability of particles of a material to cling tightly to one another. ADHESIVENESS The ability of a material to fix itself and cling to an entirely different material. SEALERS Products which are used to seal the surface of various materials against the penetration of water or other liquids or in some cases to prevent the escape of water through the surface. BLOCK or RIGID SLAB INSULATION Type of insulation is so called because the units are relatively stiff and inelastic. In most cases inorganic materials are used in their manufactures. REFLECTIVE INSULATION Made from such materials as aluminum or copper foil or sheet metal, with bright surfaces that reflect heat rather than absorbing it. FOAMED-IN-PLACE INSULATION This is polyurethane product made by combining a polyisocyanate and a polyester resin. SPRAYED-ON-INSULATIONS Materials used are polyurethane foam asbestos fiber mixed with inorganic binders, vermiculite aggregate with a binder such as Portland cement or gypsum and perlite aggregate using gypsum as binders. CORRUGATED INSULATION Usually made from paper foamed into shapes that produce enclosed air pockets. One type is produced by shaping heavy paper into a series of small regular semicircular corrugations and covering a both sides with a sheet of flat paper to give strength and produce the air pockets. Insulating Materials THREE WAYS OF HEAT TRANSFER CONDUCTION the inside of a concrete wall which has one side exposed to outside winter temperatures feels cold to the touch. Heat is being conducted from the side of higher temperature to that lower temperature. RADIATION From this point, it is transferred to the outside air by radiation. CONVECTION When air is heated, it expands and begins to circulate, during the circulation it comes in contact with cooler surface; some of its heat is given up to them. It is therefore important to try to prevent air currents from being set up in the walls and ceiling of our buildings. KINDS OF THERMAL INSULATION LOOSE FILL FIBROUS TYPE Made from mineral woolrock wool, glass wool, or slag wool – or vegetable fiber – usually wood fiber. Building Protection WATERPROOFING a method of protecting surfaces against the destructive effects of water DAMP-PROOFING Protection from the outside is provided by water repellent materials which turn water aside and force it to return to the earth. SOIL POISONING It is important to poison the soil against anay in order to stop the anay from infesting the ● JNIPUFQ©2015 ● Page 44 ● ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS main posts, walls and flooring. WOOD PRESERVATIVE A chemical liquid painted and applied to lumber to preserve it for years. It protects wood against powder post beatles (buk-bok), powder post termite (unos), decay causing fungi such as sap stain and dry rot. FIRE- PROOFING A clear liquid applied easily on wood, plywood, lumber and other board that retains the natural beauty, gives added strength and protects materials against fire, weather, decay, insects and warping. RATPROOFING RUSTPROOFING A method of protecting rooms against the intrusion of rats and other small destructive animals from gnawing the wooden parts of the house, habitating on ceilings and floors of houses and buildings. A method of protecting the ferrous materials like steel, iron from rusting or corrosion. THOROSEAL A cement-based, heavy-duty, easy to apply, water proof sealant and coating. Thoroseal is ideal for basement walls. VAPOR BARRIERS Are materials which effectively retard or stop the flow of water vapor and normally are produced in sheets or thin layers. Paints And Protective Coatings PAINT exudation of the lac insect of India and Southeast Asia, deposited on the branches of the tree. LACQUERS A new product made from synthetic materials to take the place of varnish for clear finishes. The ingredients are dissolved in a mixture of volatile solvents which evaporate, leaving a film to form the protective coating. When another class of material, “pigments” are added to clear lacquer, the result is lacquer enamel, available in wide range of colors. STAINS Materials used to apply color to wood surfaces. They are intended to impart color without concealing or obscuring the grain and not to provide a protective coating. FILLERS Finishing materials which are used on wood surfaces, particularly those with open grain, to fill the pores and provide a perfect smooth, uniform surface for varnish or lacquer. It is also used to impart color to the wood pores and so emphasize the grain. SEALERS to seal the surface of the wood and prevent the absorption of succeeding finish coats. It may be applied to bare wood in essentially the same way as paste filler but has much less filling capacity. SILICONE WATER REPELLANT Used on all non-painted concrete, synthetic finishes, rubble, brick, and wash-out finishes as a protection from absorption of water and prevent moss, alkali, fungi to destroy the surface. Hardware a mixture consisting of vehicles or binders, with or without coloring pigments, adjusted and diluted with correct amounts and types of additives and thinners, which when applied on a surface, forms an adherent continuous film which provides protection, decoration, sanitation, identification and other functional properties. HARDWARE COMPONENTS OF AN OIL BASE PAINT FINISHING HARDWARE hardware such as hinges, catches, etc. that has a finished appearance as well as function, especially that used with doors, windows, and cabinets, maybe considered part of the decorative treatment of a room or building. ROUGH HARDWARE In building construction, hardware meant to be concealed, such as bolts, nails, screws, spikes, rods, and other metal fittings. BODY that solid, finely ground material which gives a paint the powder to hide, as well as color a surface. VEHICLE a nonvolatile fluid in which the solid body material is suspended. The vehicle should consist of from 85 to 90 percent drying oil and the remainder thinner and drier. PIGMENT material which give the paint its color THINNERS are volatile solvents, materials which have a natural affinity for the vehicle in the paint. They cause the paint to flow better. Most common thinner is turpentine. DRIERS organic salts of various metals such as iron, zinc, cobalt, lead manganese, and calcium, which are added to the paint to accelerate the oxidation and hardening of the vehicle. VARNISHES a group pf more-or-less transparent liquids which are used to provide a protective surface coating, at the same time they allow the original surface to show but add a lustrous and glossy finish to it. ENAMELS When pigment is added to a varnish, the result is enamel. SHELLAC The only liquid protective coating containing a resin of animal origin. The resin is an Metal products used in construction, such as bolts, hinges, locks, tools. Etc. CLASSIFICATION OF HARDWARE TYPES OF DOORS FLUSH A smooth surface door having faces which are plane conceal its rails and stiles or other structure when used inside, it is of hollow core when used for exterior, it is of solid core. PANEL DOOR A door having stiles, rail and sometimes muntins, which form one or more frames around recessed thinner panels. OVERHEAD SWING-UP DOOR A rigid overhead door which opens as an entire unit. OVERHEAD ROLL-UP GARAGE DOOR A door which, when open, assumes a horizontal position above the door opening, made of several leaves. ROLL-UP DOOR A door made up of small horizontal interlocking metal slats which are guided in a track; the configuration coils about an overhead drum which is housed at the head of the opening, either manual or motor-driven. ACCORDION DOOR A hinge door consisting of a system of panels which are hung from an overhead track. ● JNIPUFQ©2015 ● Page 45 ● ARCHITECTURAL BUILDING MATERIALS ARCHITECTURAL BUILDING MATERIALS BI-FOLD DOOR One of two or more doors which are hinged together so that they can open and fold in a confined space. REVOLVING DOOR An exterior door consisting of four leaves which pivot about a common vertical axis within a cylindrically shape vestibule, prevents the direct passage of air through the vestibule, thereby eliminating drafts from outside. SLIDING DOOR A door mounted on track which slides I a horizontal direction usually parallel to one wall. BY-PASSING SLIDING DOOR A sliding door which slides to cover a fixed door of the same width or another sliding door. SLIDING POCKET DOOR A door which slides inside a hollow of the wall. DUTCH DOOR A hinge door which is divided into two. The upper part can be opened while the lower portion is closed. EXAMPLE OF FINISHING HARDWARE: HINGE a movable joint used to attach support and turn a door about a pivot, consists of two plates joined together by a pin which the door and connect it to its frame, enabling it to swing open or closed. FLUSH BOLT A door bolt so designed that when applied it is flush with the face or edge of the door. CHAIN DOOR FASTENER A device attached to a door and its jamb limits the door opening to the length of the chain. LOCKSET a complete lock system including the basic locking mechanism & all the accessories, such as knobs, escutcheons, plates, etc. LATCH A simple fastening device having a latch bolt, but not a dead bolt containing no provisions for locking with a key, usually can be open from both sides. LIFT LATCH A type of door latch which fastens a door by means of a pivoted bar that engages a hook on the door jamb, a lever which lifts the pivoted bar used to unfasten the door. BUTTON A small rejecting member used to fasten the frame of a door or window. KNOB A handle, more or less spherical usually for operating a lock. ESCUTCHEON A protective plate surrounding the keyhole of a door switch or a light switch. PLATES a thin flat sheet of material STRIKES A metal plate or box which is et in a door jamb & is either placed or recessed to receive the bolt or latch of a lock, fixed on a door. TYPES OF HINGES BUTT HINGE Consists of two rectangular metal plates which are joined with a pin. In large hinge, the pin is removable, in small hinges, it is fixed. LIP STRIKE The projection from the side of a strike plate which the bolt of a lock strikes first, when a door is closed; projects out from the side of the strike plate to protect the frame. FAST PIN HINGE A hinge I which the pin is fastened permanently in place. HASP A fastening device consisting of a loop or staple and a slotted hinge plate normally secured with a padlock. FULL SURFACE HINGE A hinge designed for attachment on the surface of the door and jamb without mortising. KEY-PADLOCK A device which fastens in position maybe operated by a key. LOOSE JOINT HINGE A door hinge having two knuckles, one of which has vertical pin that fits in a corresponding hole in the other, by lifting the door up, off the vertical pin, the door maybe removed with unscrewing the hinge. HASP LOCK A kind of hasp that has a built-in locking device which can be opened only with a key. FRICTION CATCH Any catch which when it engages a strike, is held in the engaged position by friction. LOOSE PIN HINGE A hinge having a removable pin which permits its two parts to be separated. MAGNETIC CATCH A door catch flat that uses a magnet to hold the door in a closed position. PAUMELLE HINGE A type of door hinge having a single joint of the pivot type, usually of modern design. BULLET CATCH OLIVE KNUCKLE HINGE A paumelle hinge with knuckles forming an oval shape. A fastener which holds a door in place by means of a projecting spring actuated steel hall which is depressed when the door is closed. SPRING HINGE A hinge containing one or more springs, when a door is opened, the hinge returns it to the open position automatically, may act in one direction only, or in both directions. HOSPITAL ARM PULL A handle for opening a hospital door without the use of hands, by hooking an arm over the handle. VERTICAL SPRING PIVOT HINGE A spring hinge for a door which is mortised into the heel of the door, the door is fastened to the floor and door head with pivots. PANIC EXIT DEVICE Fire exit bolt a door locking device used on exit doors; the door latch releases when a bar, across the inside of the door is pushed. EYE BOLT A bolt having its head in the form of a loop or eye. CONCRETE INSERT A plastic, wood fiber or metal usually leads plug either built in a wall or ceiling or inserted by drilling, used as an anchor or support to hold attached load. EXAMPLE OF ROUGH HARDWARE CW Common wire nails with head and for strength; box nail also used for strength. FIN Finishing nail without head; casing nail also without head. HOOK BOLT A bolt having one end in the form of a hook. SCREWS Classified by gauge (diameter), length, head-type, and metallic make-up. DOOR STOPPER To prevent the door with its lockset from harming the wall or tiles. BOLTS Have threaded shafts that receive nuts. To use them, a hole is drilled, pushing the bolt through and adding a nut. ● JNIPUFQ©2015 ● Page 46 ● MECHANICAL SYSTEMS & EQUIPMENT ELEVATORS REFRIGERANTS Elevators are devices that move people and goods vertically within a dedicated shaft that connects the floors of a building. They became commonplace in the 1850s as steel and iron structural frames allowed taller construction; however it was Elisha Otis's safety mechanism that prevented the car from falling that made elevators popular. In almost all modern multi-floor buildings, elevators are required to provide universal access. WITH MACHINE ROOM R-12 Di-chloro-di-fluoro-methane R-22 Di-chloro-mono-fluoro-methane R-114 Di-chloro-tetra-fluoro-methane R-11 Tri-chloro-monofluoro-methane There are three main types of elevators commonly used: traction with a machine room, machine-room-less traction, and hydraulic; however, there are variations on each type. 5% of GFA / floor HYDRAULIC ELEVATORS DESIGN DETAILS Air Handling Unit (AHU) Refrigeration Equipment Room Cooling Tower  Located at Basement Floor (Chillers & Pumps)  3.96 m – 5.488 m high  1.35% of GFA 4% of Building GFA AIR CONDITIONING STANDARDS / AIR CHANGES Cooling And De-Humidifying SUMMER COOLING Temperatures of 68° to 74° F and 50% relative humidity are a frequent design average Heating And Humidifying WINTER COOLING Temperatures 70° to 75° F and relative humidity of 30% to 35 % are found most satisfactory Air Motion Air Velocity should average 4.57m to 7.60m per minute measured 36” above the floor Hydraulic elevators are supported by a piston at the bottom of the elevator that pushes the elevator up as an electric motor forces oil or another hydraulic fluid into the piston. The elevator descends as a valve releases the fluid from the piston. They are used for low-rise applications of 2-8 stories and travel at a maximum speed of 200 feet per minute. The machine room for hydraulic elevators is located at the lowest level adjacent to the elevator shaft.  Low initial cost  Ongoing maintenance cost are lower compared to other types  Uses more energy than other types  Major Drawback: Hdraulic fluin can sometimes leak and cause a serious environmental hazard Conventional  Have a sheave that extends below the floor of the pit, which accepts the retracting piston as the elevator descends  Max. Travel Distance : 60ft (approx) Hole-Less  Have a piston on either side of the cab fixed at the base of the pit  Telescoping pistons: 50ft TD  Non-Telecoping: 20ft TD NON-SMOKING ROOMS 5ft3 to 7.5ft3 of air / minute / person Air Supply SMOKING ROOMS 25ft3 to 40ft3 of air / minute / person ASHRAE Recommendations 15ft3 to 20ft3 of air / minute / person 0.42m3 to 0.57m3 of air / minute / person For MOST applications ASHRAE (American Society of Heating, Refrigerating, and AirConditioning Engineers) is an organization devoted to the advancement of indoor-environment-control technology in the heating, ventilation, and air conditioning (HVAC) industry. Roped Geared  Have a gearbox that is attached to the motor, which drives the wheel that moves the ropes  Capable of travel speeds up to 500 ft / minute  Max. Travel Distance : 250 ft (approx)  Medium initial cost, ongoing intial cost, and energy consumption Gear-Less       Have the wheel attached to the motor Capable of travel speeds up to 2000 ft / minute Max. Travel Distance : 2000 ft (approx) High initial cost Medium ongoing maintenance costs More energy efficient than geared traction elevators MACHINE-ROOM-LESS (MRL)  Do not have a dedicated machine room above the elevator shaft  The machine sits in the override space and is accessed from the top of the elevator cab  Control Boxes are located in a control room that is adjacent to the elevator shaft on the highest landing and within 150 ft of the machine  Capable of travel speeds up to 500 ft / minute  Max. Travel Distance : 250 ft (approx)  Medium initial cost and ongoing intial cost  Low energy consumption compared to geared elevators  Most popular choice for mid-rise buildings  Energy efficient  Requires less space  Operation reliability are on par with gear-less traction elevators HISTORY Elisha Graves Otis Elevator Safety Brake (1853) E.V. Haughwout Building Installed the First Passenger Elevator (23 March 1857) Frost and Strutt Counterbalance-type, Traction-Method Elevator called the “Taagle” (1853) Felix Leon Edoux Hydraulic Elevator (1867) Siemens Electric Power Elevator (1880) Wegster DC Motor Norton Otis First direct-connected geared electric elevator Mitsubishi Electric Corp. Leader in the elevator industry  Use a combination of ropes and a piston  Max. Travel Distance : 60ft (approx) TRACTION ELEVATORS Traction elevators are lifted by ropes, which pass over a wheel attached to an electric motor above the elevator shaft. They are used for mid and high-rise applications and have much higher travel speeds than hydraulic elevators. A counter weight makes the elevators more efficient by offsetting the weight of the car and occupants so that the motor doesn't have to move as much weight.  Have height restrictions governed by the length and weight of cables or ropes  New materials that are stronger and lighter, such as carbon fiber, will allow traction elevators to achieve new heights. ● JNIPUFQ©2015 ● Page 47 ● CONCRETE CONSTRUCTION JOINTS PRE-STRESSING TENDONS AND DUCTS COARSE AGGREGATES (Not larger than)  construction joints in floors shall be located within the middle third of spans of slabs, beams and girders  joints in girders shall be offset a minimum distance of 2 times the width of intersecting beams  center-to-center spacing of pretensioning tendons at each end of a member shall not be less than 5db for wire, nor 4db for strands  1/5 of the Narrowest dimension between side forms  1/3 the depth of slabs  ¾ the minimu clear spacing between individual reinforcing bars or wires, bundles of bars, or prestressing tendons or ducts CURING  Type I, II, IV, V – maintained above 10°C and in a moist condition for at least the first 7 days after placement  High-early strength concrete (Type III) – maintained above 10°C and in a moist condition for at least the first 3 days after placement CONDUITS AND PIPES EMBEDDED IN CONCRETE  they (including their fittings) shall not displace more than 4% of the area of cross section when embedded within a column  they shall not be larger in outside dimension than 1/3 the overall thickness of slab, wall or beam in which they are embedded  they shall be spaced not closer than 3 diameters or widths on center  conduits, pipes and sleeves may be considered as replacing structurally in compression the displaced concrete, provided:  they are of uncoated or galvanized iron or steel not thinner than standard Schedule 40 steel pipe  they have a nominal inside diameter not over 50mm and are spaced not less than 3 diameters on centers  concrete cover shall not be less than 40mm for concrete exposed to earth or weather, or less than 20mm for concrete not exposed to weather or in contact with ground  reinforcement with an area not less than 0.002 times the area of concrete section shall be provided normal to the piping  they (including their fittings) shall not displace more than 4% of the area of cross section when embedded within a column  they shall not be larger in outside dimension than 1/3 the overall thickness of slab, wall or beam in which they are embedded  they shall be spaced not closer than 3 diameters or widths on center  conduits, pipes and sleeves may be considered as replacing structurally in compression the displaced concrete, provided:  they are of uncoated or galvanized iron or steel not thinner than standard Schedule 40 steel pipe  they have a nominal inside diameter not over 50mm and are spaced not less than 3 diameters on centers  concrete cover shall not be less than 40mm for concrete exposed to earth or weather, or less than 20mm for concrete not exposed to weather or in contact with ground  reinforcement with an area not less than 0.002 times the area of concrete section shall be provided normal to the piping STANDARD HOOKS  180-degree bend plus 4db extension, but not less than 60mm at free end of bar  90-degree bend plus 12db extension at free end of bar  for stirrup and tie hooks:  16mm diameter bar and smaller – 90-degree bend plus 6db extension at free end of bar, or  20 and 25mm diameter bar – 90-degree bend plus 12db extension at free end of bar, or  25mm diameter bar and smaller – 135-degree bend plus 6db extension at free end of bar MINIMUM BEND DIAMETERS  bar size of 16mm and smaller (for stirrups and ties) – 4db (inside diameter)  bar size of 10mm through 25mm – 6db  bar size of 28, 32 and 36mm – 8db SPACING LIMITS FOR REINFORCEMENT  the minimum clear spacing between parallel bars in a layer shall be db but not less than 25mm  the minimum clear spacing between parallel bars in 2 or more layers shall not be less than 25mm between layers  in spirally reinforced or tied reinforced compression members, clear distance between longitudinal bars shall not be less than 1.5db or less than 40mm  in walls and slabs other than concrete joist construction, primary flexural reinforcement shall not be spaced farther apart than 3 times the wall or slab thickness, nor farther than 450mm BUNDLED BARS     shall be limited to 4 bars in 1 bundle shall be enclosed within stirrups or ties bars larger than 36mm diameter shall not be bundled in beams individual bars within a bundle terminated within the span of flexural members shall terminate at different points with at least 40db stagger  where spacing limitations and minimum concrete cover are based on bar diameter db, a unit of bundled bars shall be treated as a single bar of a diameter derived from the equivalent total area  minimum concrete cover shall be equal to the equivalent diameter of the bundle, but need not be greater than 50mm ● JNIPUFQ©2015 ● Page 48 ● MINIMUM CONCRETE COVER FOR CAST-IN-PLACE CONCRETE (NONPRESTRESSED)  concrete cast against and permanently exposed to earth – 75mm  concrete exposed to earth or weather:  20mm through 36mm diameter bar – 50mm  16mm diameter bar and smaller – 40mm  concrete not exposed to weather or in contact with ground:  slabs, walls, joists:  45 to 60mm diameter bars – 40mm  36mm diameter bar and smaller – 20mm  beams, columns:  primary reinforcement, ties, stirrups, spirals – 40mm  shells, folded plate members:  20mm diameter bar and larger – 20mm  16mm diameter bar and smaller – 12mm MINIMUM CONCRETE COVER FOR PRECAST CONCRETE  concrete exposed to earth or weather:  wall panels:  45mm and 60mm diameter bars – 40mm  36mm diameter bar and smaller – 20mm  other members:  45mm and 60mm diameter bars – 50mm  20mm through 36mm diameter bar – 40mm  16mm diameter bar and smaller – 30mm  concrete not exposed to earth or in contact with ground:  slabs, walls, joists:  45mm and 60mm diameter bars – 30mm  36mm diameter bar and smaller – 15mm  beams, columns:  primary reinforcement – db but not less than 15mm and need not exceed 40mm  ties, stirrups, spirals – 10mm  shells, folded plate members:  20mm diameter bar and larger – 15mm  16mm diameter bar and smaller – 10mm CONCRETE SHRINKAGE AND TEMPERATURE REINFORCEMENT STRENGTH-REDUCTION FACTOR MINIMUM CONCRETE COVER FOR PRESTRESSED CONCRETE  shrinkage and temperature reinforcement shall be spaced not farther apart than 5 times the slab thickness, or 450mm  spacing of prestressed tendons shall not exceed 1.80m  flexure without axial load, 0.90  axial tension and axial tension with flexure, 0.90  axial compression and axial compression with flexure:  spiral reinforced, 0.75  tie reinforce, 0.70  shear and torsion, 0.85  bearing on concrete, 0.70  post-tensioned anchorage zones, 0.85  concrete cast against and permanently exposed to earth – 75mm  concrete exposed to earth or weather:  wall panels, slabs, joists – 25mm  other members – 40mm  concrete not exposed to earth or in contact with ground:  slabs, walls, joists – 20mm  beams, columns:  primary reinforcement – 40mm  ties, stirrups, spirals – 25mm  shells, folded plate members:  16mm diameter bar and smaller – 10mm  other reinforcement – db but not less than 20mm OFFSET BARS  slope of inclined portion of an offset bar with axis of column shall not exceed 1 in 6  portions of bar above and below an offset shall be parallel to axis of column  lateral ties or spirals, if used, shall be placed not more than 150mm from points of bend  offset bars shall be bent before placement in the forms  where a column face is offset 75mm or greater, longitudinal bars shall not be offset bent. Separate dowels, lap sliced with the longitudinal bars adjacent to the offset column faces, shall be provided SPIRALS  for cast-in-place construction, size of spirals shall not be less than 10mm diameter  clear spacing between spirals shall not exceed 75mm or be less than 25mm  anchorage of spiral reinforcement shall be provided by 1½ extra turns of spiral bar or wire at each end of a spiral unit  spiral reinforcement shall be lap spliced by 48db but not less than 300mm or welded  in columns with capitals, spirals shall extend to a level at which the diameter or width of capital is 2 times that of the column  plain bars shall conform to one of the following specifications:  ASTM A 615M  ASTM A 616M  ASTM A 617M  plain wire shall conform to: ASTM A 82 – Steel Wire, Plain T-BEAM CONSTRUCTION  the flange and web shall be built integrally or otherwise effectively bonded together  width of slab effective as a T-beam flange on each side of the web shall not exceed:  ¼ the span length of the beam,  8 times the slab thickness, or  ½ the clear distance to the next web  for beams with a slab on one side only, the effective overhanging flange width shall not exceed:  1/12 the span length of the beam,  6 times the slab thickness, or  ½ the clear distance to the next web  transverse reinforcement shall be spaced not farther apart than 5 times the slab thickness, nor 450mm JOIST CONSTRUCTION  ribs shall not be less than 100mm in width and shall have a depth of not more than 3½ times the minimum width of rib  clear spacing between ribs shall not exceed 750mm  slab thickness over permanent fillers shall not be less than 1/12 the clear distance between ribs nor less than 40mm  when removable forms or fillers are used, slab thickness shall not be les than 1/12 the clear distance between ribs, or less than 50mm  where conduits or pipes are embedded within the slab, slab thickness shall be at least 25mm greater than the total overall depth of the conduits or pipes at any point REQUIRED STRENGTH  dead load and live load  U = 1.4D + 1.7L  dead load, live load and wind load  U = 0.75 (1.4D + 1.7L + 1.7W)  U = 0.9D + 1.3W  dead load, live load and earthquake load  U = 1.3D + 1.1L + 1.1E  U = 0.99D + 1.1E MINIMUM FOOTING DEPTH NON-BEARING WALLS  depth of footing above bottom reinforcement shall not be less than 150mm for footings on soil, or not less than 300mm for footings on piles  thickness shall not be less than 100mm, or not less than 1/30 the least distance between members that provide lateral support ● JNIPUFQ©2015 ● Page 49 ● DISTANCE BETWEEN LATERAL SUPPORTS OF FLEXURAL MEMBERS  spacing of lateral supports for a beam shall not exceed 50 times the least width b of compression flange or face LIMITS FOR REINFORCEMENT OF COMPRESSION MEMBERS  minimum number of longitudinal bars in compression members shall be 3 for bars within triangular ties, 4 for bars within rectangular or circular ties, and 6 for bars enclosed by spirals SPACING LIMITS FOR SHEAR REINFORCEMENT  shall not exceed d/2 in non-prestressed members and 3/4h in prestressed members or 600mm WALLS  minimum ratio of vertical reinforcement area to gross concrete area shall be:  0.0012 – deformed bars not larger than 16mm diameter with a specified yield strength not less than 420Mpa, or  0.0015 – for other deformed bars, or  0.0012 – for welded wire fabric (plain or deformed)  minimum ratio of horizontal reinforcement area to gross concrete area shall be:  0.0020 – deformed bars not larger than 16mm diameter with a specified yield strength not less than 420 Mpa, or  0.0025 – for other deformed bars, or  0.0020 – for welded wire fabric (palin or deformed)  in addition to the minimum reinforcement required, not less than 2-16mm diameter bars shall be provided around all window and door openings. Such bars shall be extended to develop the bar beyond the corners of the openings but not less than 600mm TRANSVERSE REINFORCEMENT (HOOPS)  the first hoop shall be located not more than 50mm from the face of a supporting member  maximum spacing of the hoops shall not exceed:  d/4  8 times the diameter of the smallest longitudinal bar  24 times the diameter of the hoop bars  300mm  where hoops are not required, stirrups shall be placed at no more than d/2 throughout the length of the member STRUCTURAL STEEL WELDS LIMITING SLENDERNESS RATIOS  weld access holes shall have a length from the toe of the weld preparation not less than 1½ times the thickness of the material in which the hole is made  for members whose design is based on compressive force, the slenderness ratio preferably should not exceed 200  for members whose designed is based on tensile force, the slenderness ratio preferably should not exceed 300 ALLOWABLE STRESSES       for tension in structural steel in terms of gross area, 0.60Fy for tension in structural steel based on effective net area, 0.50Fu for tension on pin-connected members based on net area, 0.45Fy for tension on eyebars on the body area, 0.60Fy for flexural members with compact sections, Fb = 0.66Fy for flexural members with non-compact sections, Fb = 0.60Fy PIN-CONNECTED MEMBERS  minimum net area beyond the pinhole, parallel to the axis of the member, shall not be less than 2/3 of the net area across the pinhole  width of the body of an eyebar shall not exceed 8 times its thickness  pin diameter shall not be less than 7/8 times the eyebar width  pinhole diameter shall be no more than 0.8mm greater than the pin diameter SHEAR CONNECTORS  shear connectors shall have at least 25mm of lateral concrete cover  diameter of studs shall not be greater than 2½ times the thickness of the flange to which they are welded  minimum center-to-center spacing of stud connectors shall be 6 diameters along the longitudinal axis and 4 diameters transverse to the longitudinal axis maximum center-to-center spacing of stud connectors shall not exceed 8 times the total slab thickness FASTENERS  distance between centers of standard, oversized or slotted fastener holes shall not be less than 2 2/3 times the nominal diameter of the fastener  maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact shall be 12 times the thickness of the connected part, but shall not exceed 150mm CAMBER  trusses of 24.4m or greater span generally shall be cambered for approximately the dead-load deflection  crane girders of 22.9m or greater span generally shall be cambered for approximately the dead-load deflection plus ½ the live-load deflection Plug and Slot Welds Groove Welds  effective area = effective length of the weld x effective throat thickness  effective length = width of the part joined  effective throat thickness of a complete-penetration groove weld = thickness of the thinner part joined  minimum effective throat thickness of partial-penetration groove welds =  3mm (thicker part joined to 6mm inclusive)  5mm (thicker part joined over 6 to 12mm)  6mm (thicker part joined over 12 to 20mm)  8mm (thicker part joined over 20 to 38mm)  10mm (thicker part joined over 38 to 57mm)  12mm (thicker part joined over 57 to 150mm)  16mm (thicker part joined over 150mm)  effective throat thickness of a flare groove weld =  flare bevel groove, 5/16R  flare V-groove, ½R Fillet Welds  effective area of fillet welds = effective length x effective throat thickness  effective throat thickness of a fillet weld = shortest distance from the root of the joint to the face of the diagrammatic weld  minimum size of fillet welds =  3mm (thicker part joined to 6mm inclusive)  5mm (thicker part joined over 6 to 12mm)  6mm (thicker part joined over 12 to 20mm)  8mm (thicker part joined over 20mm)  maximum size of fillet welds along edges =  not greater than the thickness of the material (material less than 6mm thick)  not greater than the thickness of the material minus 1.6mm (material 6mm or more in thickness)  minimum effective length of a fillet weld designed on the basis of strength shall not be less than 4 times its nominal size  if greater than 4 times its nominal size, the size of the weld should not exceed ¼ its effective length  effective length of any segment of intermittent fillet welding shall not be less than 4 times the weld size, with a minimum of 38mm  in lap joints, minimum lap shall be 5 times the thickness of the thinner part joined, but not less than 25mm  slide or end fillet welds terminating at ends or sides, respectively, of parts or members shall, wherever practicable, be returned continuously around the corners for a distance not less than 2 times the nominal size of the weld ● JNIPUFQ©2015 ● Page 50 ●  diameter of the hole for a plug weld shall not be less than the thickness of the part containing it plus 8mm, nor greater than the minimum diameter plus 3mm or 2¼ times the thickness of the weld  minimum spacing of lines of slot welds in a direction transverse to their length shall be 4 times the width of the slot  minimum center-to-center spacing in a longitudinal direction shall be 2 times the length of the slot  length of the slot shall not exceed 10 times the thickness of the weld  width of the slot shall not be less than the thickness of the part containing it plus 8mm, nor shall it be larger than 2¼ times the thickness of the weld  thickness of plug or slot welds in material 16mm or less thick = thickness of the material  thickness of plug or slot welds in material over 16mm thick = ½ the thickness of the material but not less than 16mm IDENTIFICATION OF PIPING BY COLOR AND TAG MATERIAL PIPED Air (Low Pressure) COLOR PIPE ID GREEN L.P. Air Argon (Low Pressure) GREEN L.P. Argon Helium (Low Pressure) GREEN L.P. Helium Nitrogen(Low Pressure) GREEN L.P.-Nitrogen Water (Cold) GREEN Cold Water Water (Distilled) GREEN Distilled Water Water (Low-Pressure) (Excl. Of fire Service) GREEN L.P. Water Water (Treated) GREEN Treated Water Oil and Water (For hydraulic system) GREEN Oil and Water Acetylene ORANGE Acetylene Blast Furnace Glass ORANGE B.F.Gas Gasoline ORANGE Gasoline Grease ORANGE Grease Hydrogen ORANGE Hydrogen Oxygen ORANGE Oxygen Oil ORANGE Oil Tar ORANGE Tar Producer Gas ORANGE Producer Gas Liquid Petroleum Gas ORANGE L. P. Gas Vacuum (High) ORANGE High Vacuum Oil and Water (For hydraulic system) ORANGE Oil and Water Carbon Dioxide RED Carbon Dioxide Water (Fire Service) RED Fire Service Water Acid YELLOW Acid Air (High pressure) YELLOW H.P. Air Ammonia YELLOW Ammonia Steam (High Pressure) YELLOW H.P.Steam Steam (Low Pressure) YELLOW L.P. Steam Water (Boiler Feed) YELLOW Boiler Feed Water Water (Hot) YELLOW Hot Water Water (High Pressure) (Excl. of Fire service) YELLOW H.P. Water UNITS OF MEASUREMENT UNITS OF MEASUREMENT LIGHT Luminous Intensity SOUND The luminous flux emitted per unit solid angle by a light source, expressed in candelas. Candlepower Luminous intensity expressed in candelas Candle A unit of luminous intensity used prior to 1948, equal to the luminous intensity of a wax candle of standard specifications. Candela (Cd) The basic SI unit of luminous intensity, equal to the luminous; intensity of a source that emitsmonochromaticatic radiation of frequency 540 x 1012 hertz and that has a radiant intensity of 1/683 watt per steradian. Also called standard candle Luminous Flux The rate of flow of visible light per unit time expressed in lumen Lumen (lm) The SI Unit of luminous flux, equal to the light emitted in a solid angle of one steradian by a uniform point Wavelength The distance measured in the direction of propagation of wave from any one point to the next point of corresponding response Amplitude The maximum deviation of a wave or alternating current from it’s average value Frequency The number of cycles per unit time of wave Hertz (Hz) The Si Unit of frequency (cycle / s) Pitch The predominant frequency of a sound as perceived by the human ear Octave The interval between two frequencies (2:1) Doppler Effect An apparent shift in freauency occurring when an acoustic source and listener are in motion relative to each other, the frequency increasing when the source and listener approach each other and decreasing when they move apart. Phon A unit for measuring the apparent loudness of a sound, equal in number to the decibels of a 1000 Hz reference sound judges by a group of listeners to be equal in loudness to the given sound Sone A unit for measuring the apparent loudness of a sound, judged by a group of listeners to be equal to the loudness of a 1000 Hz reference sound having an intensity of 40 decibels A unit for expressing the relative pressure or intensity of sounds on a uniform scale from 0 (threshold of hearing) to about 130 (threshold of pain) Cosine Law (Lambert’s Law) The law that the illumination produced on a surface by a point source is proportional to the cosine of the angle of incidence Illumination (Illuminance) The intensity of light falling at any given place on a lighted surface equal to the luminous flux incident per unit area and expressed in lumens per unit of area Lux SI Unit of illumination (lumen / m2) Foot-Candle A Unit of illumination that is everywhere one foot from a uniform point source of one candela (lumen / ft2) Decibel Lambert (L) A unit of luminance or brightness (0.32Cd / cm2) Speed of Sound (per second) Foot-Lambert (fL) A unit of luminance or brightness (0.32Cd / ft2) Sabin A unit of sound absorption equal to 1 ft2 (0.90m2) of a perfectly absorptive surface Angstrom (A) A unit of length equal to one ten-billionth of a meter, used esp. to express the wavelengths of radiation. Metric Sabin (Absorption Unit) A unit of sound absorption equal to 1m2 of a perfectly absorptive surface Nanometer (nm) A unit of length equal to one billionth of a meter, used esp. to express wavelengths of light in or near the visible spectrum Phase A particular point or stage in a periodic cycle or process. ● JNIPUFQ©2015 ● Page 51 ● Norm Dry Air Air Water Wood Steel 322m 344m 0.3km 1.4km 3.6km 5.5km HISTORY OF ARCHITECTURE (Timeline) ARCHITECTURE DATES Before recorded history, humans constructed earthen mounds, stone circles, megaliths, and structures that often puzzle modern-day archaeologists. Prehistoric architecture includes monumental structures such as Stonehenge, cliff dwellings in the Americas, and thatch and mud structures lost to time. PREHISTORIC ANCIENT EGYPT DESCRIPTION 3,050 BC to 900 BC In ancient Egypt, powerful rulers constructed monumental pyramids, temples, and shrines. Far from primitive, enormous structures such as the Pyramids of Giza were feats of engineering capable of reaching great heights. West Asiatic Architecture flourished & developed in the Twin Rivers “Tigris & Euphrates also known as “Mesopotamia” it refers to Persia, Assyria & Babylon. MESOPOTAMIA CLASSICAL (Greek & Roman) 850 BC to 476 AD From the rise of ancient Greece until the fall of the Roman empire, great buildings were constructed according to precise rules. The Classical Orders, which defined column styles and entablature designs, continue to influence building design in modern times. BYZANTINE 527 to 565 AD After Constantine moved the capital of the Roman empire to Byzantium (now called Istanbul) in 330 AD, Roman architecture evolved into a graceful, classically-inspired style that used brick instead of stone, domed roofs, elaborate mosaics, and classical forms. ROMANESQUE 800 to 1200 AD As Rome spread across Europe, heavier, stocky Romanesque architecture with rounded arches emerged. Churches and castles of the early Medieval period were constructed with thick walls and heavy piers. GOTHIC 1100 to 1450 AD Pointed arches, ribbed vaulting, flying buttresses, and other innovations led to taller, more graceful architecture. Gothic ideas gave rise to magnificent cathedrals like Chartres and Notre Dame. RENAISSANCE 1400 to 1600 AD A return to classical ideas ushered an "age of awakening" in Italy, France, and England. Andrea Palladio and other builders looked the classical orders of ancient Greece and Rome. Long after the Renaissance era ended, architects in the Western world found inspiration in the beautifully proportioned architecture of the period. BAROQUE 1600 to 1830 AD In Italy, the Baroque style is reflected in opulent and dramatic churches with irregular shapes and extravagant ornamentation. In France, the highly ornamented Baroque style combines with Classical restraint. Russian aristocrats were impressed by Versailles in France, and incorporated Baroque ideas in the building of St. Petersburg. Elements of the elaborate Baroque style are found throughout Europe. ROCOCO 1650 to 1790 AD During the last phase of the Baroque period, builders constructed graceful white buildings with sweeping curves. These Rococo buildings are elegantly decorated with scrolls, vines, shell-shapes, and delicate geometric patterns. NEOCLASSICISM 1730 to 1925 AD A keen interest in ideas of Renaissance architect Andrea Palladio inspired a return of classical shapes in Europe, Great Britain and the United States. These buildings were proportioned according to the classical orders with details borrowed from ancient Greece and Rome. ART NOUVEAU 1890 to 1914 AD Known as the New Style, Art Nouveau was first expressed in fabrics and graphic design. The style spread to architecture and furniture in the 1890s. Art Nouveau buildings often have asymmetrical shapes, arches and decorative surfaces with curved, plant-like designs. BEAUX ARTS 1895 to 1925 AD Also known as Beaux Arts Classicism, Academic Classicism, or Classical Revival, Beaux Arts architecture is characterized by order, symmetry, formal design, grandiosity, and elaborate ornamentation. NEO-GOTHIC 1905 to 1930 AD In the early twentieth century, Gothic ideas were applied to modern buildings. Gargoyles, arched windows, and other medieval details ornamented soaring skyscrapers. ART DECO 1925 to 1937 AD Zigzag patterns and vertical lines create dramatic effect on jazz-age, Art Deco buildings. Interestingly, many Art Deco motifs were inspired by the architecture of ancient Egypt. MODERNIST STYLE 1900 to Present. The 20th and 21st centuries have seen dramatic changes and astonishing diversity. Modern-day trends include Art Moderne and the Bauhaus School coined by Walter Gropius, Deconstructivism, Formalism, Modernism, and Structuralism. POSTMODERNISM 1972 to Present. A reaction against the Modernist approaches gave rise to new buildings that re-invented historical details and familiar motifs. Look closely at these architectural movements and you are likely to find ideas that date back to classical and ancient times. ● JNIPUFQ©2015 ● Page 52 ● MOVEMENTS IN ARCHITECTURE MOVEMENT Chicago School of Architecture (1880-1910) Art Nouveau Architecture (1890-1920) Revivalist Architecture (1900-2000) DESCRIPTION ARCHITECTS The groundbreaking Chicago school of architecture was founded by William Le Baron Jenney (18321907), along with a number of other innovative American architects. A centre of high-rise development rather than a school per se, it had no unified set of principles, and buildings created by the members of the school employed many different designs, construction techniques and materials. Some key characteristics of Chicago architecture during this period included:  new foundation techniques pioneered by Dankmar Adler; metal skeleton frames - first used in Jenney's Home Insurance Building (1884);  the use of steel and iron, first highlighted by the French architect Viollet-le-Duc, and used by Louis Sullivan and others. A decorative style of architecture characterized by flowing lines, and abstract floral motifs, which was closely associated with the Arts and Crafts movement championed by William Morris (1834-96). Known in Germany as Jugendstil - it was applied to both the exterior and interior design of buildings. Interiors were often lavishly decorated with various types of applied art - including stained glass and ceramics. Ever since Italian Renaissance architects revived the proportions and orders of Roman architecture, designers have turned to the past for inspiration. Such revivalism reached its apogee in 19th century architecture, in numerous Romanesque (1000-1150), Gothic (1150-1300) and Beaux-Arts structures in both Europe and the United States, but the process continued into the 20th century. Famous Chicago School Firms of Architects • William Holabird (1854-1923) and Martin Roche (1853-1927) Buildings designed by Holabird & Roche included: - Marquette Building, Chicago (1895) - Gage Group Buildings at S. Michigan Avenue, Chicago (1899) - Chicago Building (Chicago Savings Bank Building) (1904-5) - Brooks Building, Chicago (1909-10) • Daniel Hudson Burnham (1846-1912) and John Wellborn Root (1850-91) Buildings designed by Burnham & Root, or Burnham and Co, included: - Fisher Building, Chicago (1895-6) - Flatiron Building, New York (1901-3) - Heyworth Building, Chicago (1904) • Dankmar Adler (1844-1900) and Louis Sullivan (1856-1924) Buildings designed by firm Adler and Sullivan, included: - Chicago Stock Exchange Building (1893-94) - Prudential Building (Guaranty Building) Buffalo (1894) Famous Art Nouveau Architects • Antoni Gaudi (1852-1926) Designer of the Casa Mila (La Pedrera) (1906-10) in Barcelona. • Victor Horta (1861-1947) Designed Hotel Tassel (1892-3), and Maison du Peuple (1896-9) in Brussels. • Hector Guimard (1867-1942) Famous for his entrances to the Paris Metro. • Joseph Maria Olbrich (1867-1908) Founder of the Vienna Seccession, designer of its headquarters. • Charles Rennie Mackintosh (1868-1928) Designer of the Glasgow School of Art (1907). • Giuseppe Brega (1877-1960) Stile Liberty architect of Villa Ruggeri, Pesaro (1902). Famous 20th Century Revivalist Buildings • "Gothic" Sagrada Familia (1883-1926) by Antoni Guadi. • "Classical" AEG Turbine Factory, Berlin (1909) by Peter Behrens. • "Classical" Pennsylvania Railway Station (1910) by McKim, Meade & White. • "Classical" Lincoln Memorial, Washington DC (1922) by Henry Bacon. • "Medieval" Stockholm City Hall (1923) by Ragnar Ostberg. • "Romanesque" Stuttgart Train Station (1928) by Paul Bonatz. • "Ziggurat" 55 Broadway, London (1929) by Charles Holden. • "Classical"/"Mughal" Viceroy's Palace, India (1930) by Edwin Lutyens. • "Roman" Milan Train Station (1931) by Ulisse Stacchini. • "Classical" City University, Rome (1935) by Marcello Piacentini. • "Classical" German Pavilion, World Exhibition, Paris (1937) by Albert Speer. • "Greek"/"Moorish" San Simeon Hearst Castle (1939) by Julia Morgan. • "Egyptian" Louvre Pyramid (1998) by I.M.Pei. • James Renwick (1818-95) - Neo-Gothic architect. • Henry Hobson Richardson (1838-86) - Neo-Romanesque designer. ● JNIPUFQ©2015 ● Page 53 ● MOVEMENTS IN ARCHITECTURE MOVEMENT New York School of Skyscraper Architecture (1900-30) Early Modernist Architecture (1900-30) Expressionist Architecture (1910-25) De Stijl Avant-Garde Architecture (1917-1930) DESCRIPTION ARCHITECTS Steel-frame high-rise architecture was pioneered in the 19th century by American architects in New York and Chicago: two cities which were experiencing rapid development but whose available space was limited. With the fall in the price of steel - a major construction material for high-rise structures - building upwards suddenly became much more economically attractive. During the first three decades of the 20th century, New York took the lead with a number of cutting-edge skyscrapers. "Modernist architecture", the first real example of 20th century architecture, was designed for "modern man". It was relatively, if not wholly, devoid of historical associations, and made full use of the latest building techniques and materials, including iron, steel, glass and concrete. Functionality was a key aspect of the modernist style. The format was later fully realized in the United States: see, for instance, Henry Ford's assembly plant at Rouge River, south of Detroit - then the largest manufacturing plant in the world. This architectural style emerged in Germany and the Low Countries. Expressionist architects rebelled against the functionalist industrial-style structures of modernist architecture, preferring more sinuous or highly articulated forms. These included curves, spirals and non-symmetrical elements, as well as structures in which the expressive values of certain materials are emphasized. A contemporary example of expressionist architecture is the Sydney Opera House (1973), designed by Jorn Utzon (1918-2008). One of the European avant-garde art groups that had a significant influence on the development of modernist architecture, was the Dutch-based group known as De Stijl, founded in Leiden in 1917 by Theo van Doesburg(18831931), its active members included the abstract painter Piet Mondrian (1872-1944), as well as a number of architects, designers, painters and sculptors. Influenced by Concrete art and Cubism, as well as radical left-wing politics, its main objective was to establish a compositional methodology applicable to both fine and decorative art. De Stijl designs are characterized by austere geometrical shapes, right-angles, and primary colors. ● JNIPUFQ©2015 ● Page 54 ● Famous New York Skyscrapers - Park Row Building NYC, (1899–1901) by Robert Henderson Robertson. - Flat-iron Building NYC, (1902) by Daniel H. Burnham & Company. - Philadelphia City Hall (1908) by John McArthur, Thomas U.Walter. - Singer Building NYC, (1908) by Ernest Flagg. - Metropolitan Tower NYC, (1909) by Napoleon Le Brun & Sons. - Woolworth Building NYC, (1913) by Cass Gilbert. - Empire State Building NYC, (1929) by Shreve, Lamb & Harmon. - Daily News Building NYC, (1929) by Howells & Hood. - Chanin Building NYC, (1929) by Sloan & Robertson. - Lincoln Building NYC, (1930) by J.E. Carpenter & Associates. - Bank of Manhattan Trust Building NYC, (1930) by Craig Severance. - Chrysler Building NYC, (1931) by William Van Alen. - Rockefeller Center NYC, (1940) by Hofmeister, Hood, Godley, Fouilhoux. Famous Early Modernist Architects • Frank Lloyd Wright (1867-1959) Designed Robie House, Chicago (1910); Fallingwater, Bear Run, PA (1937). • Peter Behrens (1868-1940) Built the AEG Turbine Factory, Berlin (1909). • Adolf Loos (1870-1933) Designed Steiner House, Vienna (1910); Moller House, Vienna (1928). • Eliel Saarinen (1873-1950) Designed Helsinki Train Station (1904-14). • Walter Gropius (1883-1969) Designed Fagus Factory, Alfeld-an-der-Leine (1911). • Le Corbusier (1887-1965) (Charles-Edouard Jeanneret) Designed Villa Savoye (1931); Unite d'Habitation, Marseille (1952). Famous Expressionist Architects • Rudolf Steiner (1861-1925) Famous for his Goetheanum, Dornach (1914). • Hans Poelzig (1869-1936) Designed Grosses Schauspielhaus, Berlin (1919). • Max Berg (1870-1947) Designer of the Centenary Hall, Beslau-Scheitnig (1913). • Bruno Taut (1880-1938) Designed the Glass Pavilion (1914) at the Cologne Deutsche Werkbund Exposition. • Michel de Klerk (1884-1923) Co-designed the Scheepvaarthuis, Amsterdam (1918). • Johannes Friedrich (Fritz) Hoger (1887-1949) Designed Chilehaus, Hamburg (1921-4). • Erich Mendelsohn (1887-1953) Designer of Einstein Tower, Potsdam (1924). Famous De Stijl Architects • Robert van’t Hoff (1887-1979) Preoccupied during his De Stijl period with Communist politics and designs for prefabricated mass housing, worked out in collaboration with the Utrecht architect P.J.C.Klaarhamer (1874-1954). • Gerrit Rietveld (1888-1964) His most famous designs included his Rietveld Schroder House, Utrecht (1924), now a UNESCO MOVEMENTS IN ARCHITECTURE MOVEMENT DESCRIPTION ARCHITECTS World Heritage Site, and his Red and Blue Chair (1917). • J.J.P. Oud (1890–1963) Highly influential, the Municipal Housing Architect for Rotterdam, JJP Oud was a key participant in the influential modernist Weissenhof Estate Exhibition (1927). Social Housing Architecture (1918-30) Bauhaus Design School (1919-1933) One response to the European post-war housing crisis in the 1920s was a series of minimal cost social housing projects developed in several major urban centers. On the Continent, these took the form of large-scale apartment blocks. The Bauhaus design school was a hugely influential centre of inter-war modernist architecture. Its design ethos was propagated by several key members of its teaching staff who immigrated to the United States during the 1930s. Combining ideas from Russian Constructivism movement, the Dutch De Stijl group, and the American architect Frank Lloyd Wright (1867-1959), as well as an attitude to crafts modeled on the Arts & Crafts movement and the Deutscher Werkbund, Bauhaus design - with its clean lines and deliberate absence of ornamentation - eventually developed into the International Style of modern architecture, and later spread to the United States, where it was developed by Walter Gropius, Mies van der Rohe, and other European emigrants like Richard Neutra. Art Deco Architecture (1925-1940) Art Deco was influenced by a combination of sources, including the geometrics of Cubism, the "movement" of Futurism, as well as elements of ancient art, such as Pre-Columbian and Egyptian art. Its architecture was also inspired by the ziggurat designs of Mesopotamian art. Art Deco, like Art Nouveau, embraced all types of art, but unlike its predecessor, it was purely decorative, with no theoretical or political agenda. Totalitarian Architecture (1933-60) Architectural design under dictators like Adolf Hitler, Joseph Stalin and Chairman Mao was designed to awe their political subjects and impress foreign vistors. Buildings therefore had to be conceived and built on a gargantuan scale, and often incorporated elements of Greek architecture. Above all, Totalitarian architecture embodied the fantasies and megalomania of the political leader. International Style of Modern Architecture (1940-70) The International Style first appeared in Germany, Holland and France, during the 1920s, before being introduced into American architecture in the 1930s, where it became the dominant fashion during the major post-war urban development phase (1955-1970). Predominantly used for "corporate office blocks" - despite the efforts of Richard Neutra, William Lescaze, Edward Durrell Stone and others, to apply it to residential buildings - it was ideal for skyscraper architecture, because of its sleek "modern" look, and use of steel and glass. The International style was championed by American designers like Philip Johnson (1906-2005) and, in particular, by the Second Chicago School of Architecture, led by the dynamic emigrant ex-Bauhaus architect Ludwig Mies van der Rohe (1886-1969). ● JNIPUFQ©2015 ● Page 55 ● Famous Examples of Social Housing • Eigen Haard Estate, Amsterdam (1920) designed by Michel de Klerk (1884-1923). • Works Housing Estate, Hoek van Holland (1924) designed by JPP Oud (1890–1963). • Britz Horseshoe Estate, Berlin (1925-33) designed by Bruno Taut (1880-1938). • Pessac Housing Estate, Bordeaux (1926) designed by Le Corbusier (1887-1965). • Bruchfeldstrasse Estate, Frankfurt am Main (1927) designed by Ernst May (1886-1970). • Weissenhofsiedlung, Stuttgart (1927) designed by Mies van der Rohe. • Siemensstadt, Berlin (1929) designed by Hans Scharoun (1893-1972) and others. • Karl Marx Hof, Vienna (1930) designed by Karl Ehn (1884–1957). Bauhaus Style Architects • Walter Gropius (1883-1969) Designed Bauhaus Complex, Desau (1925); MetLife Building, NYC (1963). • Laszlo Moholy-Nagy Taught the Bauhaus's vorkurs; director of New Bauhaus (1937-8), Chicago. • Hannes Meyer (1889-1954) Swiss Marxist Professor of architecture, later director, at the Bauhaus. • Ludwig Mies van der Rohe (1886-1969) Succeeded Meyer as director of the Bauhaus in 1930. Art Deco Buildings - Chanin Building, NYC (1927-9) by Sloan and Robertson. - McGraw-Hill Building, NYC (1929-30) by Raymond Hood. - Empire State Building, NYC (1929-31) by Shreve, Lamb and Harmon. - Chrysler Building, NYC (1930) by William van Alen (1883-1954). - Entrance Foyer, Strand Palace Hotel (1930) by Oliver Bernhard. - El Dorado Apartment Building, NYC (1931) by Emery Roth (1871-1948). - Entrance Plaza to Rockefeller Center, NYC (1932-9) by various. Examples of Totalitarian Architectural Design • City University, Rome (1935) by Marcello Piacentini. • Olympic Stadium, Berlin (1934-6) by Werner March. • New Reich Chancellery, Berlin (1938-9) by Albert Speer. • Moscow State University (1953) designed by Lev Vladimirovich Rudnev. • Great Hall of the People, Beijing (1959) by Zhang Bo. Famous International Style Buildings - Lake Shore Drive Apartments, Chicago (1948-51) by Mies van der Rohe. - The Graduate Center, Harvard University (1950) by Walter Gropius. - Seagram Building, New York (1954-58) by Mies van der Rohe and Philip Johnson. - Inland Steel Building, Chicago (1957) by Skidmore, Owings & Merrill. MOVEMENTS IN ARCHITECTURE MOVEMENT High-Tech Architecture (1970 onwards) Deconstructivism (1980-200) Blobitecture (1990s) Late 20th-Century Supertall Towers DESCRIPTION ARCHITECTS Rooted in the avant-garde structures of the 19th century, like the Eiffel Tower and Cystal Palace, hi-tech architecture is based on the expressive qualities of cutting-edge technologies and materials. As demonstrated by James Stirling (192692) - see his glass structure of the Engineering Faculty, Leceister University (1959-63) - traditional construction methods (like brickwork) are abandoned in favour of new materials and techniques, such as steel, light metal panels, glass, and plastic derivatives. New building shapes are determined by the shape of the components used. An important exhibition which affirmed this new approach was Expo 67, held in Montreal. Hi-tech architecture is symbolized by the Pompidou Centre in Paris, designed by Renzo Piano and Richard Rogers in collaboration with engineers Ove Arup & Partners. Famous High-Tech Buildings • USA Pavilion (Expo 67, Montreal) by Buckminster Fuller. • Olympiapark, Munich (1968-72) by Gunter Behnisch and Frei Otto. • Pompidou Centre, Paris (1971-78) by Renzo Piano and Richard Rogers. • Lloyds of London (1978-86) by Richard Rogers. • Hong Kong and Shanghai Bank, Hong Kong (1979-86) by Foster & Partners. • Channel Tunnel Waterloo Terminal, London (1993) by Nicholas Grimshaw • Kansai Airport Terminal, Osaka (1994) by Renzo Piano. • Allianz Arena, Munich (2005) by Herzog & de Meuron. An iconic style of three-dimensional postmodernist art, opposed to the ordered rationality of modern design, Deconstructivism emerged in the 1980s, notably in Los Angeles California, but also in Europe. Characterized by nonrectilinear shapes which distort the geometry of the structure, the finished appearance of deconstructivist buildings is typically unpredictable and even shocking. These unusual shapes have been facilitated by the use of design software developed from the aerospace industry. The exhibition which first introduced this new approach to the public was the Deconstructivist Architecture exhibition, curated by Philip Johnson and Mark Wigley, and held at the Museum of Modern Art, New York, in 1988. the most famous deconstructivist designer in America is probably Frank O. Gehry (b.1929); in Europe the top architects are probably Daniel Libeskind (b.1946), and the firm Coop Himmelblau, founded by Wolf Prix, Helmut Swiczinsky and Michael Holzer. A style of postmodernist architecture characterized by organic, rounded, bulging shapes, Blobitecture (aka blobism or blobismus) was first christened by William Safire in the New York Times in 2002 (although architect Greg Lynn used the term "blob architecture" in 1995) the style first appeared in the early 1990s. Developed by postmodernist artists on both sides of the Atlantic, the construction of blobitecture's non-geometric structures is heavily dependent on the use of CATID software (Computer Aided Three-dimensional Interactive Application). Structural techniques developed by US architects like Fazlur Khan (1929-82) of Skidmore, Owings & Merrill, have led to the construction of a new generation of supertall buildings or 'towers'. These new tubular designs, which have also significantly reduced the amount of steel required in skyscrapers, have enabled architects to break free from the regular "box-like" design. With modern towers now regularly exceeding 100 storeys, the biggest limitation on upward growth remains safety and the lack of emergency evacuation procedures. ● JNIPUFQ©2015 ● Page 56 ● Famous Examples of Deconstructivism - Walt Disney Concert Hall, Los Angeles (1988-2003) by Frank O Gehry. - Guggenheim Museum, Bilbao (1991-97) by Frank O Gehry. - Multiplex Cinema, Dresden (1993-8) by Coop Himmelblau. - Nationale Nederlanden Building, Prague (1992-97) by Frank O Gehry. - UFA-Kristall Filmpalast, Dresden (1998) by Coop Himmelblau. - Seattle Central Library, Seattle (2004) by "Rem" Koolhaas. - Imperial War Museum North, Manchester (2002) by Daniel Libeskind. - Royal Ontario Museum (extension), Toronto (2007) by Daniel Libeskind. Famous Examples of Blobitecture • Water Pavilion (1993–1997) by Lars Spuybroek and Kas Oosterhuis. • Experience Music Project, Seattle (1999-2000) by Frank O Gehry. • Kunsthaus, Graz (2003) by Peter Cook and Colin Fournier. • Bus Station at Spaarne Hospital (2003) by NIO Architecten. • The Sage Gateshead (2004) by Norman Foster. • Philological Library, Free University, Berlin (2005) by Norman Foster. Tallest Towers Built in the 20th-Century (1) Petronas Towers, Kuala Lumpur, Malaysia (1998) (452m/ 1,483 feet) (2) Willis Tower, Chicago (1973) (442m/ 1,450 feet) (3) Jin Mao Tower, Shanghai (1999) (421m/ 1,380 feet) (4) One World Trade Center, NYC (1974) (destroyed) (417m/ 1,368 feet) (5) CITIC Plaza, Guangzhou (1997) (391m/ 1,283 feet) (6) Shun Hing Square, Shenzhen (1996) 384m/ 1,260 feet) (7) Empire State Building, NYC (1931) (381m/ 1,250 feet) (8) Tuntex Sky Tower, Kaohsiung, Taiwan (1997) (378m/ 1,240 feet) (9) Central Plaza Hong Kong (1992) (374m/ 1,227 feet) (10) Bank of China Tower, Hong Kong (1990) (367m/ 1,205 feet) ARCHITECTURAL ISMS OF THE MID 19TH CENTURY ISMS DESCRIPTION ART NOUVEAU (1890 to1910) An ornament of undulating waves, flowers and flower stalks developed in France and Belgium towards the end of the 19th century. In France (Style Nouville) was initiated by Guimmard; Belgium (CoupDe-Joulet) – Van De Velde and Horta; Spain( Modernismo) – Gaudi: Austria(Sezzession); Scotland (Fin-De-Schism) – Mackintosh); Italy(Modern Isme Or Stile Liberte); and Germany(Judgenstil) – Vande Velde,Olbrist and Endell, and America (Tiffany Style) – Louis Tiffany  Exaggerated, flowing, undulating lines  Rich ornamentation  Emphasis on the decorative and structural properties of materials, especially glass and ironwork  Use of colour and gilding Asymmetrical composition BAUHAUS (1919 to 1933) Creative center of artistic experiment during the 1920’s. Gropius was its founder who would rather close shop than be dictated by the German ruler. The school existed in three German cities: Weimar from 1919 to 1925, Dessau from 1925 to 1932 and Berlin from 1932 to 1933, under three different architect-directors: Walter Gropius from 1919 to 1928, Hannes Meyer from 1928 to 1930 and Ludwig Mies van der Rohe from 1930 until 1933, when the school was closed by its own leadership under pressure from the Nazi-led government which had claimed that it was a centre of communist intellectualism. Refers to the works of Van Der Rohe which displayed the use of glass and steel; display of service systems of a building like air conditioning ducts, plumbing, pipes, etc. Brutalism is a style with an emphasis on materials, textures and construction, producing highly expressive forms Consider Brutalism as architecture in the raw, with an emphasis on materials, textures and construction, producing highly expressive forms. Seen in the work of Le Corbusier from the late 1940s with the Unite d’Habitation in Marseilles, the term Brutalism was first used in England by the architectural historian Reyner Banham in 1954.It referred to the work of Alison and Peter Smithson’s school at Hunstanton in Norfolk because of its uncompromising approach to the display of structure and services, albeit in a steel building rather than reinforced concrete. Also called New Brutalism, it encouraged the use of beton brut (raw concrete), in which patterns created by wooden shuttering are replicated through board marking, as can be seen in the work of Denys Lasdun, or where the aggregate is bush or pick-hammered, as at the Barbican Estate in London. Scale was important and the style is characterized by massive concrete shapes colliding abruptly, while service ducts and ventilation towers are overtly displayed. BRUTALISM (1950s to the mid-1970s) The best known early Brutalist architecture is the work of the Swiss architect Le Corbusier, in particular his 1952 Unité d' Habitation and the 1953 Secretariat Building (Palace of Assembly) in Chandigarh, India. Examples are typically massive in character (even when not large),fortress-like, with a predominance of exposed concrete construction, or in the case of the "brick brutalists," ruggedly combine detailed brickwork and concrete. In the Philippines, Leandro Locsin designed massive brutalist structures, including the Cultural Center of the Philippines and the Philippine International Convention Center.  Rough, unfinished surfaces  Unusual shapes  Heavy-looking materials  Massive forms  Small windows in relation to the other parts  Exposed Steel Beams CIAM or INTERNATIONAL MODERNISM (1928 to1959) The Congrès internationaux d'architecture moderne(CIAM), or International Congresses of Modern Architecture, was an organization founded in 1928 and disbanded in 1959, responsible for a series of events and congresses arranged across Europe by the most prominent architects of the time, with the objective of spreading the principles of the Modern Movement focusing in all the main domains of architecture (such as landscape, urbanism, industrial design, and many others). The International Congresses of Modern Architecture (CIAM) was founded in June 1928, at the Chateau de la Sarraz in Switzerland, by a group of 28 European architects organized by Le Corbusier, Hélène de Mandrot (owner of the castle), and Sigfried Giedion (the first secretary-general). CIAM was one of many 20th centurymanifestos meant to advance the cause of "architecture as a social art". ● JNIPUFQ©2015 ● Page 57 ● ARCHITECTURAL ISMS OF THE MID 19TH CENTURY ISMS DESCRIPTION Russian architect Vladimir Tatlin launched the constructivist movement when he proposed the futuristic, glass-and-steel Tatlin's Tower. CONSTRUCTIVISM (1920 to 1930) ARCHITECTS Vladimir Tatlin Konstantin Melnikov Nikolai Milyutin Aleksandr Vesnin Leonid Vesnin Viktor Vesnin El Lissitzky Vladimir Krinsky Iakov Chernikhov DECONSTRUCTIVISM (1980) ARCHITECTS Peter Eisenman Daniel Libeskind Zaha Hadid Frank O. Gehry Rem Koolhaas FUNCTIONALISM ARCHITECTS Alvar Aalto Erik Bryggman P.E. (Paul Ernsti) Blomstedt Hilding Ekelund Erkki Huttunen Uno Ullberg Ragnar Ypya DEFUNCTIONALISM During the 1920s and early 1930s, a group of avant-garde architects in Russia launched a movement to design buildings for the new socialist regime. Calling themselvesconstructivists, they believed that design began with construction. Their buildings emphasized abstract geometric shapes and functional machine parts. Constructivist architecture combined engineering and technology with political ideology. Constructivist architects tried to suggest the idea of humanity's collectivism through the harmonious arrangement of diverse structural elements. The most famous work of constructivist architecture was never actually built. In 1920, Russian architect Vladimir Tatlin proposed a futuristic monument to the 3rd International in the city of St. Petersburg (then known as Petergrado). The unbuilt project, called Tatlin's Tower, used spiral forms to symbolize revolution and human interaction. Inside the spirals, three glass-walled building units - a cube, a pyramid, and a cylinder - would rotate at different speeds. Soaring 400 meters (about 1,300 feet), Tatlin's Tower would have been taller than the Eiffel Tower in Paris. The cost to erect such a building would have been enormous. But, even though Tatlin's Tower wasn't built, the plan helped launch the Constructivist movement. By the late 1920s, Constructivism had spread outside the USSR. Many European architects called themselves constructivists. However, within a few years Constructivism faded from popularity and was eclipsed by the Bauhaus movement in Germany.      Glass and steel Machine-made building parts Technological details such as antennae, signs, and projection screens Abstract geometric shapes A sense of movement Deconstructivism, or Deconstruction, is an approach to building design that attempts to view architecture in bits and pieces. The basic elements of architecture are dismantled. Deconstructivist buildings may seem to have no visual logic. They may appear to be made up of unrelated, disharmonious abstract forms. Deconstructive ideas are borrowed from the French philosopher Jacques Derrida. In the summer of 1988, architect Philip Johnson was instrumental in organizing a Museum of Modern Art (MoMA) exhibit called "Deconstructivist Architecture." Johnson gathered works from seven architects (Eisenman, Gehry, Hadid, Koolhaas, Libeskind, Bernard Tschumi, and Coop Himmelblau) who "intentionally violate the cubes and right angles of modernism." Deconstructivist architects reject Postmodernist ways for an approach more akin to Russian Constructivism. "The hallmark of deconstructivist architecture is its apparent instability. Though structurally sound, the projects seem to be in states of explosion or collapse....Deconstructivist architecture, however, is not an architecture of decay or demolition. On the contrary, it gains all of its force by challenging the very values of harmony, unity, and stability, proposing instead that flaws are intrinsic to the structure." The principle that architects should design a building based on the purpose of that building. This statement is less self-evident than it first appears, and is a matter of confusion and controversy within the profession, particularly in regard to modern architecture. Functionalism had the strongest influence in Germany, Czechoslovakia, the USSR and the Netherlands. In 1896, Chicago architect Louis Sullivan coined the phrase 'form ever follows function' to capture his belief that a building's size, massing, spatial grammar and other characteristics should be driven solely by the function of the building. The implication is that if the functional aspects are satisfied, architectural beauty would naturally and necessarily follow. Sullivan's credo is often viewed as being ironic in light of his extensive use of intricate ornament, since a common belief among functionalist architects is that ornament serves no function. The credo also does not address whose function he means. The architect of an apartment building, for instance, can easily be at cross-purposes with the owners of the building regarding how the building should look and feel, and they could both be at cross-purposes with the future tenants. Nevertheless 'form follows function' expresses a significant and enduring idea. Sullivan's protégé Frank Lloyd Wright is also cited as an exemplar of functional design. In the mid-1930s, functionalism began to be discussed as an aesthetic approach rather than a matter of design integrity. The idea of functionalism was conflated with lack of ornamentation, which is a different matter. It became a pejorative term associated with the most bald and brutal ways to cover space, like cheap commercial buildings and sheds, then finally used, for example in academic criticism of Buckminster Fuller's geodesic domes, simply as a synonym for 'gauche'. A style ignoring the classic approach to design disregarding functionalisms that have failed in many instances ● JNIPUFQ©2015 ● Page 58 ● ARCHITECTURAL ISMS OF THE MID 19TH CENTURY ISMS ECLECTICISM (19TH & 20TH CENTURY) ARCHITECTS Daniel Burnham Alexander Jackson Davis Antonio Gaudi Richard Morris Hunt Charles Follen McKim William Mead Richard Norman Shaw Stanford White EXPRESSIONISM (1910 to 1930) ARCHITECTS Adolf Behne Hermann Finsterlin Antoni Gaudí Walter Gropius - early period Hugo Häring Fritz Höger Michel de Klerk Piet Kramer Carl Krayl Erich Mendelsohn Hans Poelzig Hans Scharoun Rudolf Steiner Bruno Taut FUTURISM ARCHITECTS DESCRIPTION A nineteenth and twentieth-century architectural style in which a single piece of work incorporates a mixture of elements from previous historical styles to create something that is new and original. In architecture and interior design, these elements may include structural features, furniture, decorative motives, distinct historical ornament, traditional cultural motifs or styles from other countries, with the mixture usually chosen based on its suitability to the project and overall aesthetic value. The term eclecticism is used to describe the combination, in a single work, of elements from different historical styles, chiefly in architecture and, by implication, in the fine and decorative arts. The term is sometimes also loosely applied to the general stylistic variety of 19th-century architecture after Neo-classicism (c. 1820), although the revivals of styles in that period have, since the 1970s, generally been referred to as aspects of historicism. The church of the Sagrada Familia in Barcelona designed by Antonio Gaudi is a notable example of eclecticism. Elements of the style were merged with oriental motifs and forms found in the natural world, resulting in a structure that was distinctive and original.[2] Although it was designed during the peak of the eclectic period (1883–1926), it remains under construction today. An architectural movement that developed in Europe during the first decades of the 20th century in parallel with the expressionist visual and performing arts, that especially developed and dominated in Germany. The term "Expressionist architecture" initially described the activity of the German, Dutch, Austrian, Czech and Danish avant garde from 1910 until 1930. Subsequent redefinitions extended the term backwards to 1905 and also widened it to encompass the rest of Europe. Today the meaning has broadened even further to refer to architecture of any date or location that exhibits some of the qualities of the original movement such as; distortion, fragmentation or the communication of violent or overstressed emotion. The style was characterised by an early-modernist adoption of novel materials, formal innovation, and very unusual massing, sometimes inspired by natural biomorphic forms, sometimes by the new technical possibilities offered by the mass production of brick, steel and especially glass.      Distortion of form for an emotional effect. Subordination of realism to symbolic or stylistic expression of inner experience.An underlying effort at achieving the new, original, and visionary. Profusion of works on paper, and models, with discovery and representations of concepts more important than pragmatic finished products. Often hybrid solutions, irreducible to a single concept. Themes of natural romantic phenomena, such as caves, mountains, lightning, crystal and rock formations.[ As such it is more mineral and elemental than florid and organic which characterized its close contemporary art nouveau.  Utilizes creative potential of artisan craftsmanship.  Tendency more towards the gothic than the classical. Expressionist architecture also tends more towards the Romanesque and the rococo than the classical.  Though a movement in Europe, expressionism is as eastern as western. It draws as much from Moorish, Islamic, Egyptian, and Indian art and architecture as from Roman or Greek. Conception of architecture as a work of art. An early-20th century form of architecture born in Italy, characterized by strong chromaticism, long dynamic lines, suggesting speed, motion, urgency and lyricism: it was a part of Futurism, an artistic movement founded by the poet Filippo Tommaso Marinetti, who produced its first manifesto, the Manifesto of Futurism in 1909. The movement attracted not only poets, musicians, and artists (such as Umberto Boccioni, Giacomo Balla, Fortunato Depero, and Enrico Prampolini) but also a number of architects. A cult of the machine age and even a glorification of war and violence were among the themes of the Futurists (several prominent futurists were killed after volunteering to fight in World War I). The latter group included the architect Antonio Sant'Elia, who, though building little, translated the futurist vision into an urban form. Tadao Ando Archigram Louis Armet Welton Becket Santiago Calatrava Le Corbusier Arthur Erickson Future Systems Michael Graves Zaha Hadid ● JNIPUFQ©2015 ● Page 59 ● Denis Laming John Lautner Anthony J. Lumsden Virgilio Marchi Wayne McAllister Oscar Niemeyer Cesar Pelli William Pereira Patricio Pouchulu Eero Saarinen ARCHITECTURAL ISMS OF THE MID 19TH CENTURY ISMS DESCRIPTION A post-war Japanese architectural movement that fused ideas about architectural megastructures with those of organic biological growth. It had its first international exposure during CIAM's 1959 meeting and its ideas were tentatively tested by students from Kenzo Tange's MIT studio. METABOLISM During the preparation for the 1960 Tōkyō World Design Conference a group of young architects and designers, including Kiyonori Kikutake, Kisho Kurokawa and Fumihiko Maki prepared the publication of the Metabolism manifesto. They were influenced by a wide variety of sources including Marxist theories and biological processes. Their manifesto was a series of four essays entitled: Ocean City, Space City, Towards Group Form, and Material and Man, and it also included designs for vast cities that floated on the oceans and plug-in capsule towers that could incorporate organic growth. Although the World Design Conference gave the Metabolists exposure on the international stage their ideas remained largely theoretical. ARCHITECTS Kenzo Tange Kisho Kurokawa Moshe Safdie Kiyonuri Kikotake Walter Jonas Some smaller, individual buildings that employed the principles of Metabolism were built and these included Tange's Yamanashi Press and Broadcaster Centre and Kurokawa's Nakagin Capsule Tower. The greatest concentration of their work was to be found at the 1970 World Exposition in Osaka where Tange was responsible for master planning the whole site whilst Kikutake and Kurokawa designed pavilions. After the 1973 oil crisis, the Metabolists turned their attention away from Japan and toward Africa and the Middle East. MONUMENTALISM ARCHITECTS Rf Schinklel, P. Behrens, H. Polezig, M. Van Der Rohe, Le Corbusier, T. Garnier, A. Perret. Based on the notion that the form of the object should last and implicitly there are forms which have external validity. Construction, especially of buildings, on a grand scale. National Romantic style was a Nordic architectural style that was part of the National Romantic movement during the late 19th and early 20th centuries. It is often considered to be a form of Art Nouveau. The National Romantic style spread across Finland; the Scandinavian countries of Denmark, Norway, and Sweden; and Russia (mainly St. Petersburg). Unlike much nostalgic Gothic Revival style architecture elsewhere, National Romantic architecture expressed progressive social and political ideals, through reformed domestic architecture.[1] Designers turned to early Medieval architecture and even prehistoric precedents to construct a style appropriate to the perceived character of a people. The style can be seen as a reaction to industrialism and an expression of the same "Dream of the North" nationalism that gave impetus to renewed interest in the eddas and sagas. NATIONAL ROMANTICISM  Finnish National Theatre (Suomen Kansallisteatteri) (1902, Finland)  Vålerenga Church (Vålerenga kirke) (1902, Norway)  Copenhagen City Hall (Rådhus) (1905, Denmark)  National Museum of Finland (Suomen Kansallismuseo) (1905, Finland)  Frogner Church (Frogner kirke) (1907, Norway)  House With Owls (Дом с совами) (1907, Russia)  Norwegian Institute of Technology (Norges tekniske høgskole) (1910, Norway)  Tolstoy House (Толстовский дом) (1912, Russia)  Tarvaspää, (1913, Finland) the house and studio built for himself by Finnish painter Akseli Gallen-Kallela  Bergen Station (Bergen stasjon) (1913, Norway)  Stockholm Court House (Stockholms Rådhus) (1915, Sweden)  Röhss Museum (Röhsska konstslöjdsmuseet) (1916, Sweden)  Stockholm City Hall (Stockholms stadshus) (1923, Sweden) Church of the Epiphany (Uppenbarelsekyrkan) (1913, Sweden) De Stijl (/də ˈstaɪl/; Dutch pronunciation: [də ˈstɛil]), Dutch for "The Style", also known as neoplasticism, was a Dutch artisticmovement founded in 1917 in Amsterdam. The De Stijl consisted of artists and architects [1] In a narrower sense, the term De Stijl is used to refer to a body of work from 1917 to 1931 founded in the Netherlands. NEO-PLASTICISM ARCHITECTS Cornelis van Eesteren (1897–1981) Robert van 't Hoff (1887–1979) Frederick John Kiesler (1890-1965) J. J. P. Oud (1890–1963) Gerrit Rietveld (1888–1964) Jan Wils (1891–1972) De Stijl is also the name of a journal that was published by the Dutch painter, designer, writer, and critic Theo van Doesburg(1883–1931) that served to propagate the group's theories. Next to van Doesburg, the group's principal members were the painters Piet Mondrian (1872–1944), Vilmos Huszár(1884–1960), and Bart van der Leck (1876–1958), and the architects Gerrit Rietveld (1888– 1964), Robert van 't Hoff(1887–1979), and J. J. P. Oud (1890–1963). The artistic philosophy that formed a basis for the group's work is known as neoplasticism—the new plastic art (or Nieuwe Beelding in Dutch). Proponents of De Stijl advocated pure abstraction and universality by a reduction to the essentials of form and colour; they simplified visual compositions to the vertical and horizontal directions, and used only primary colors along with black and white. Indeed, according to the Tate Gallery's online article on neoplasticism, Mondrian himself sets forth these delimitations in his essay "Neo-Plasticism in Pictorial Art". He writes, "this new plastic idea will ignore the particulars of appearance, that is to say, natural form and colour. On the contrary, it should find its expression in the abstraction of form and colour, that is to say, in the straight line and the clearly defined primary colour". The Tate article further summarizes that this art allows "only primary colours and non-colours, only squares and rectangles, only straight and horizontal or vertical line." TheGuggenheim Museum's online article on De Stijl summarizes these traits in similar terms: "It [De Stijl] was posited on the fundamental principle of the geometry of the straight line, the square, and the rectangle, combined with a strong asymmetricality; the predominant use of pure primary colors with black and white; and the relationship between positive and negative elements in an arrangement of non-objective forms and lines". ● JNIPUFQ©2015 ● Page 60 ● ARCHITECTURAL ISMS OF THE MID 19TH CENTURY ISMS DESCRIPTION Organic architecture is a philosophy of architecture which promotes harmony between human habitation and the natural world through design approaches so sympathetic and well integrated with its site, that buildings, furnishings, and surroundings become part of a unified, interrelated composition. ORGANISM ARCHITECTS Frank Lloyd Wright Alvar Aalto Arthur Dyson Antoni Gaudi Hector Guimard Hugo Häring Hans Scharoun John Lautner Bruce Goff Eero Saarinen Louis Sullivan Vittorio Giorgini Eric Lloyd Wright (born 1929) Eugene Pandala Nari Gandhi Kendrick Bangs Kellogg Terunobu Fujimori Gustav Stickley Rudolf Steiner Paul Laffoley Hundertwasser Anton Alberts Laurie Baker Claude Bragdon Douglas Cardinal Neville Gruzman Imre Makovecz Javier Senosiain Bruno Zevi Toyo Ito Chen Kuen Lee POST-METABOLISM RADICALISM The term organic architecture was coined by Frank Lloyd Wright (1867–1959), though never well articulated by his cryptic style of writing: "So here I stand before you preaching organic architecture: declaring organic architecture to be the modern ideal and the teaching so much needed if we are to see the whole of life, and to now serve the whole of life, holding no traditions essential to the great TRADITION. Nor cherishing any preconceived form fixing upon us either past, present or future, but instead exalting the simple laws of common sense or of super-sense if you prefer determining form by way of the nature of materials ..."[1] Organic architecture is also translated into the all inclusive nature of Frank Lloyd Wright's design process. Materials, motifs, and basic ordering principles continue to repeat themselves throughout the building as a whole. The idea of organic architecture refers not only to the buildings' literal relationship to the natural surroundings, but how the buildings' design is carefully thought about as if it were a unified organism. Geometries throughout Wright's buildings build a central mood and theme. Essentially organic architecture is also the literal design of every element of a building: From the windows, to the floors, to the individual chairs intended to fill the space. Everything relates to one another, reflecting the symbiotic ordering systems of nature. A well-known example of organic architecture is Fallingwater, the residence Frank Lloyd Wright designed for the Kaufmann family in rural Pennsylvania. Wright had many choices to locate a home on this large site, but chose to place the home directly over the waterfall and creek creating a close, yet noisy dialog with the rushing water and the steep site. The horizontal striations of stone masonry with daring cantilevers of colored beige concrete blend with native rock outcroppings and the wooded environment. Architect and planner David Pearson proposed a list of rules towards the design of organic architecture. These rules are known as the Gaia Charter for organic architecture and design. It reads: "Let the design:         Be inspired by nature and be sustainable, healthy, conserving, and diverse. Unfold, like an organism, from the seed within. Exist in the "continuous present" and "begin again and again". Follow the flows and be flexible and adaptable. Satisfy social, physical, and spiritual needs. "Grow out of the site" and be unique. Celebrate the spirit of youth, play and surprise. Express the rhythm of music and the power of dance." Interest in explaining things as the nature of the house in the city and are concerned with intricate designs on small houses and potential schemes, has a larger context of the relationships between houses with society. A radical shift in emphasis from buildings of the past, to designs of those which met the demands of modern life. Van de velde and gropius are some of its poponents. Structuralism as a movement in architecture and urban planning evolved around the middle of the 20th century. It was a reaction to CIAM-Functionalism (Rationalism) [1] which had led to a lifeless expression of urban planning that ignored the identity of the inhabitants and urban forms. STRUCTURALISM Structuralism in a general sense is a mode of thought of the 20th century, which came about in different places, at different times and in different fields. It can also be found in linguistics, anthropology, philosophy and art. At the beginning of the general article Structuralism the following explanations are noted: "Structuralism is a theoretical paradigm emphasizing that elements of culture must be understood in terms of their relationship to a larger,overarching system or structure." Alternately, as summarized by philosopher Simon Blackburn, "Structuralism is the belief that phenomena of human life are not intelligible except through their interrelations. These relations constitute a structure, and behind local variations in the surface phenomena there are constant laws of abstract culture." UTILITARIANISM Refers to low cost housing; this was set at a time when search for economic solutions for low value sites were considered. In england this refers to prefabricated units ● JNIPUFQ©2015 ● Page 61 ● ARCHITECTURAL ISMS OF THE MID 19TH CENTURY ISMS DESCRIPTION Rejecting ornament and embracing minimalism, Modernism became the dominant global movement in 20th-century architecture and design. Modernism is the single most important new style or philosophy of architecture and design of the 20th century, associated with an analytical approach to the function of buildings, a strictly rational use of (often new) materials, an openness to structural innovation and the elimination of ornament. It has also been called International Modern or International Style, after an exhibition of modernist architecture in America in 1932 by Philip Johnson. Modernism also encompasses Futurism, Constructivism, De Stijl and Bauhaus. The style is characterized by: MODERNISM        asymmetrical compositions use of general cubic or cylindrical shapes flat roofs use of reinforced concrete metal and glass frameworks often resulting in large windows in horizontal bands an absence of ornament or mouldings a tendency for white or cream render, often emphasised by black and white photography Plans would be loosely arranged, often with open-plan interiors. Walter Gropius (1883-1969) and Le Corbusier (1887-1965) were the leaders of the movement. The latter had a profound impact in Britain, particularly after World War Two, with many public housing schemes. In Britain the term Modern Movement was used to describe the rigorous Modernist designs of the 1930s to the early 1960s. WHAT TO LOOK FOR:  Rectangular or cubist shapes  Minimal or no ornamentation  Steel and or reinforced concrete  Large windows  Open plan Postmodernism describes the colourful styles of architecture and the decorative arts that appeared in the late 20th century in reaction to Modernism. Postmodernism describes a style or styles of architecture and the decorative arts that were a reaction to Modernism and the Modern Movement and the dogmas associated with it. By the 1970s Modernism had begun to seem elitist and exclusive, despite its democratic intentions. The failure of building methods and materials (shown in the collapse of Ronan Point, a tower block in east London in 1968) and alienating housing estates was a focus for architects and critics in the early 1970s. A book published in 1966 by the American architect Robert Venturi, Complexity and Contradiction in Architecture, was a key influence on the development of Postmodernism. Venturi extolled the ambiguities, inconsistencies and idiosyncrasies of the Mannerist and Baroque architecture of Rome, but also celebrated popular culture and the ordinary architecture of the American Main Street. POST MODERNISM A later work, Learning from Las Vegas (1972), deconstructed the signs and symbols of the Las Vegas strip and divided buildings into ‘ducks’, the sculptural buildings that embodied their message within the structure, and the ‘decorated shed’, which used signs to communicate its message. In practice, it meant the rediscovery of the various meanings contained within the mainly classical architecture of the past and applying them to modern structures. The result was an architecture that embodied historical allusion and dashes of whimsy. WHAT TO LOOK FOR:  Classical motifs  Literary allusions  Bright colours  Structural variety  Variety of materials and shapes ● JNIPUFQ©2015 ● Page 62 ● FILIPINO ARCHITECTURE (Arkitekturang Pilipino) PERIOD LOCATION DESCRIPTION Palawan Served as shelters for the early Filipinos PRE-HISTORIC Caves and Rock Shelter  Tabon Cave Lean-To  First form of man-made dwelling made from indigenous materials  Windshield or one-sided lean-t0 with or without flooring  Single pitched roof supported by rafters Banaue Rice Terraces 2000-year-old terraces that were carved into the mountains of Ifugao by the ancestors of indigenous people. Commonly referred to as the “Eight Wonder of the World” Located approximately 1500 meters (5000 ft) above sea level. Fed by an ancient irrigation system from the rainforests above the terraces CLASSICAL PERIOD SKILLS IN FORTIFICATION The architecture of the early Filipinos are also the skills that were used at the time of war and on the battlefield. Due to the creation of various thalassocratic states within the archipelago, trade began to flourish. Neighboring tribes would often wage war for territory and trade rights in certain areas, thids ultimately led to the fortification of villages and towns. Another reason for the development of these fortifications skills was that of prestige and intimidation, petty chiefs, Datus and Rajahs as they were called, often built forts and fortifications to intimidate other chiefs in their area. The Kota With the arrival of Muslim scholars from nearby Indonesia, the native Filipinos were introduced to the concept of the Kota or fort. The Muslim Filipinos of the south built strongfortresses called kota or moong to protect their communities. Usually, many of the occupants of these kotas are entire families rather than just warriors. Lords often had their own kotas to assert their right to rule, it served not only as a military installation but as a palace for the local Lord. It is said that at the height of theMaguindanao Sultanate's power, they blanketed the areas around Western Mindanao with Kotas and other fortifications to block the Spanish advance into the region. These kotas were usually made of stone and bamboo or other light materials and surrounded by trench networks. As a result, some of these kotas were burned easily of destroyed. With further Spanish campaigns in the region, the Sultanate was subdued and majority of Kotas dismantled or destroyed. Kotas were not only used by the Muslims as defense against Spaniards and other foreigners, renegades and rebels also built fortifications in defiance of other chiefs in the area.[2] During the American occupation, rebels built strongholds and the Datus, Rajahs or Sultans often built and reinforced their kotas in a desperate bid to maintain rule over their subjects and their land.[3] Many of these forts were also destroyed by American expeditions; as a result, very very few kotas still stand to this day.  Kota Selurong An outpost of the Bruneian Empire in Luzon and later became the City of Manila.  Kuta Wato / Kota Bato Literally translates to "stone fort" the first known stone fortification in the country, its ruins exist as the "Kutawato Cave Complex"  Kota Sug / Jolo The capital and seat of the Sultanate of Sulu. When it was occupied by the Spaniards in the 1870s they converted the kota into the world's smallest walled city. Batanes Castles The Ivatan people of the northern islands of Batanes often built fortifications to protect themselves during times of war. They built their so-called idjangs on hills and elevated areas. These fortifications were likened to European castles because of their purpose. Usually, the only entrance to the castles would be via a rope ladder that would only be lowered for the villagers and could be kept away when invaders arrived. Igorot Forts The Igorots built forts made of stone walls that averaged several meters in width and about two to three times the width in height around 2000 BC THE CLASSICAL FILIPINO HOUSE Lawig Small House Mala-A-Walai  The Large Houses / Big House of Datu Inuc  Made of nipa, bamboo and wood  A prominent structure in the Moro Settlement, typically a one-room dwelling area without a ceiling and with no permanent partitions except for mats, chests or woven cloths. The house is usually built on nine posts and has a porch linking the house proper to the kitchen. Maguindana houses have a steep roof and use the okir and other local artistic elements. Ventilation is an important concern due to the hot climate on the Cotabato plane. Torogan Lanao del Norte and Lanao del Sur     The House of the Kings / Datu House / Royal House Elevated by 0.30m to 2.20m high above the ground with a single room structure without partitions Ancestral house for Datu and his family used for social and political ceremonies An ornately decorated ancestral house for the datu and his extended family or the houses for the upper-class. It is the house of Maranao’s who speak the Austronesian Language. ● JNIPUFQ©2015 ● Page 63 ● FILIPINO ARCHITECTURE (Arkitekturang Pilipino) PERIOD LOCATION DESCRIPTION ARCHITECTURAL CHARACTER  The windows of torogan are slits and richly framed in wood panels with okir designs located in front of the house.  The communal kitchen is half a meter lower than the main house is both used for cooking and eating.  The distinct high gable roof of the torogan, thin at the apex and gracefully flaring out to the eaves, sits on a huge structures enclosed by slabs of timber and lifted more than two meters above the ground by a huge trunk of a tree that was set on a rock.  The house was built to sway during earthquakes. Twenty-five post of huge tree trunks were not buried but are freestanding. Sometimes, if needed, wooden pegs were used to secure the wood members. These were all used to prevent the house from collapsing DECORATIONS  DIONGAL – apex of the roof  TINAI-A-WALAI / RAMPATAN– intricate carvings, central beams that serves as intestines of the house  MALONG – bright colored weaves hanging from the rafters to signify privacy  PANOLONG – A wing-like beam located at the ends of the floor. Its usual motifs or designs ar Pako Rabong or Fern, Naga or Serpent. These are chiseled and painted with bright colors Ifugao House Mountains of Cordillera Badjao House Coast of TawiTawi     Single room of 4.00m x 6.00m rectangular plan, elevated by 1.50m – 2.00m high on four tree trunks as columns Trunks are made from Amugawan Tree Roof is covered with reed and grass resting on a brace supported by a kingpost Two doors on both sides of the house accessed by a ladder  Houses on stilts above shallow water with flooring made of bamboo  Each house in the community was made accessible to eachother by means of bamboo planks laid out as streets  Interior space was enclosed by wooden walls nailed permanently for protection PARTS OF BAHAY NA KUBO Nipa Hut / Bakay Kubo Lowlands all over the Philippines  Originally a one-room dwelling and evolved into more sophisticated type of dwelling  Walls are made of nipa leaves or flattened split bamboo cut into fine strips and were woven in herringbone pattern forming tha sawali silid  Roof is covered with cogon grass, rice stalks, sugar cane leaves, split bamboo, anahaw leaves or nipa shingles Bulwagan Reserved for ntertaining guests Silid Private room for sleeping Gilir / Paglutuan Kitchen or cooking area  Dapogan Table on top where the river stone shoe-shaped stove is located  Bangahan / Banggerahan Place for drying and storing pots and pans, drinking glasses, plates and other kitchen utensils  Batalan Unroofed area where water jars were kept Silong Space underneath the house used as storage space for the farming and fishing implements and where small animals were also kept Kamalig Separate structure used for the storage of rice SPANISH CLONIAL ERA Bahay Na Bato Influence from the Spaniards Stone at ground floor and wood at second floor Improved version of the Bahay Kubo Wooden posts of Molave and Ipil are used as supports for floors, beams and roof rafters Yakal is used as floor joists while narra is used for floor boards Overhanging eaves surround the house for protection of upper storey against the heatand glare of the sun and heavy rains ● JNIPUFQ©2015 ● Page 64 ● GROUND FLOOR PARTS OF BAHAY NA BATO       Zaguan Carriages and Saint’s Floats are kept Cuadra Horse stable Bodega Storage room for keeping old furniture and palay bins Entresuelo Mezzanine elevated above a meter from the ground, can only be accessed from the masters bedroom on the second floor Patio Enclosed courtyard open to the sky and adjacent to the zaguan Aljibe Cistern used for storage of collected rainwater underneath the azotea FILIPINO ARCHITECTURE (Arkitekturang Pilipino) LOCATION DESCRIPTION SECOND FLOOR PERIOD Caida Ante-Sala; immediate room from the ceremonial Sala Living room where balls and dances during fiestas and other special occasions takes place Comedor Dining room Cocina Kitchen Dispensa Room adjacent to the Cocina used as food storage Comun / Latrina Toilet adjacent to the service area Banyo / Paliguan Bathroom often built separately from the toilet Azotea Open terrace open to toilet, bath and kitchen; also used as laundry and service area Cuarto / Alcoba / Dormitorio Bedroom Balcon Overhanging balcony fronting the main street Intramuros  Intramuros is the old walled city of Manila located along the southern bank of the Pasig River. The historic city was home to centuries-old churches, schools, convents, government buildings and residences, the best collection of Spanish colonial architecture before much of it was destroyed by the bombs of World War II. Of all the buildings within the 67-acre city, only one building, the San Agustin Church, survived the war. Fort Santiago  Fort Santiago (Fuerza de Santiago) is a defense fortress established by Spanish conquistador, Miguel López de Legazpi. The fort is the citadel of the walled city of Intramuros, in Manila. The location of Fort Santiago was also once the site of the palace and kingdom of Rajah Suliman, king of Maynila of pre-Spanish era. It was destroyed by the conquistadorsupon arriving in 1570, encountering several bloody battles with the Muslims and native Tagalogs. The Spaniards destroyed the native settlements and erected Fuerza de Santiago in 1571. Paco Park  Paco Park was planned as a municipal cemetery for the well-off and established aristocratic Spanish families who resided in the old Manila, or Intramuros. The cemetery is circular in shape, with an inner circular fort that was the original cemetery with niches on the hollow walls. As the population continued to grow, a similar second outer wall was built with the thick adobe hollow walls with niches, the top of the walls made into a walkway circumnavigating the park. A Roman Catholic chapel was built inside the inner walls, dedicated to St. Pancratius. The landscape design was done by Ildefonso Santos from 1967 to 1969. Lighthouses  During the Spanish and American era many lighthouses were constructed around the Philippine Islands. The most Northeastern Lighthouse can be found in Burgos, Ilocos Norte. Churches  ANTIPOLO CHURCH Antipolo, Rizal      BACLAYON CHURCH Bohol     Built by Fr. Juan de Torres and Fr. Gabriel Sanchez in 1595 Oldest church in Bohol Oldest church mad of stone in the Philippines Simple lines of Early Decorated Style Bulacan      First built by Augustinian priests in 1859 Combination of Romanesque and Renaissance Romanesque – recessed door jambs with orders and concentric arches Renaissance – fluted flat pilasters used for relieving walls Baroque – crowning pediment emphasized by the sweeping concave lines of the upper side walls Las Piñas     First constracted by Fr. Diego Cerra in 1972 First stone church built in Las Piñas city and reconstructed by Architect Francico Mañosa Church façade is Early Renaissance House of the famous Bamboo Organ  BARASOAIN CHURCH  BAMBOO CHURCH Began by Fr. Juan de Salazae in 1630 Bishops declared the church as the National Shrine of the Our Lady of Peace and Good Voyage or Nuestra Señora de Paz y Buen Viaje Circular Plan covered by a huge dome with three main entrances Gothic influence in the facade ● JNIPUFQ©2015 ● Page 65 ● FILIPINO ARCHITECTURE (Arkitekturang Pilipino) PERIOD  LOBOC CHURCH  OUR LADY OF MANAOAG  MANILA METROPOLITAN CATHEDRAL – BASILICA (Cathedral-Basilica of the Immaculate Conception) LOCATION DESCRIPTION Bohol  Constructed by Fr. Juan de Torres  Contains the biggest number of murals on religious subjects done on its ceiling and walls  Early Renaissance façade – circular windows filling the tympanum Pangasinan  Firs built by the Dominicans  In 1880, the belfry demolished the church due to some cracks caused by an earthquake  Church was completed in 1932 Manila  First Church (1571) – When the church was raised to a cathedral in 1579, a new structure made from nipa, wood, and bamboo was constructed in 1581 by Domingo de Salazar, the first bishop of Manila. The new structure was consecrated on December 21, 1581, formally becoming a cathedral. The structure was destroyed by fire in 1583  Second Cathedral (1592) – The second cathedral, which was made of stone, was built in 1592. It was destroyed by an earthquake in 1600.  Third Cathedral (1614) – The new structure, consisting of three naves and seven chapels, was blessed in 1614. It was toppled by another earthquake which shook Manila in 1645.  Fourth Cathedral (1654) – The fourth cathedral was constructed from 1654 to 1671. In 1750, a media naranja ("half orange") dome was added to the crossing by the Florentine friar Juan de Uguccioni, who also introduced a transept to the structure. It was severely damaged in 1863 by a very strong earthquake that also damaged the palace of the Governor General of the Philippines. In 1880, another earthquake toppled its bell tower, rendering the cathedral towerless until 1958.  Seventh Cathedral (1870) – The seventh cathedral was constructed from 1870 to 1879.  Present Cathedral (1954) – The present cathedral was constructed from 1954 to 1958 underCardinal Rufino Jiao Santos and under the supervision of the notable Filipino architect Fernando H. Ocampo.      MIAGAO CHURCH (Santo Tomas de Villanueva Parish Church)  PAOAY CHURCH (San Agustin Church of Paoay) Iloilo Declared as “National Landmark” in August 01, 1973 It is included in the UNESCO’s World Heritage List Façade displays an example of Filipino Folk Art The church's over-all architectural style falls under the Baroque Romanesque architectural style. Its ochre color is due to the materials used in constructing the church, adobe, egg, coral and limestone. The church's foundation is 6 meters deep and the massive stone walls at 1.5 meters thick are intensified through the use of 4 meter thick flying buttresses as protection to the Moro invaders as stipulated under Royal Decree 111 of 1573 (Law of the Indies).  Façade – the façade of Miagao church consists of an ornately decorated bas-relief in the middle of two huge watchtower belfries on each side. The bas-relief is a mixed influence of Medieval Spanish, Chinese, Muslim and local traditions and elements, a unique characteristic of the church façade. A prominent part of the façade is a coconut tree depicted as the tree of lifewhere St. Christopher holds on. St. Christopher is dressed in local and traditional clothing carrying the Child Jesus on his back. The rest of the façade features the daily life of the people of Miagao during that time including native flora (like papaya, coconut and palm tree) and fauna. Above the wooden door entrance at the center of the façade just below the image of St. Christopher is a carved image of the town's patron saint, St. Thomas of Villanueva. At each side of the door are the images of St. Henry of Bavaria on the left and Pope Pius VI. Above the images of St. Henry and Pope Pius VI is their respective coat-of-arms.  Belltower – The two huge unequal belltowers directly attached to the main church serve as watchtowers to defend the town against invasion of Moros. It has two different designs since it was commissioned by two different priests. On the left side is the older belfry, the tallest was the west belfry with four levels. Originally, the east belfry was constructed with only two levels. It was in 1830 when Father Francisco Perez decided to add another storey to the east belfry (3 levels) is one level shorter than the west be;fry (4 levels). Ilocos Norte  Paoay church is the Philippines' primary example of a Spanish colonial earthquake baroque architecture dubbed by Alicia Coseteng, an interpretation of the European Baroqueadapted to the seismic condition of the country through the use of enormous buttresses on the sides and back of the building. The adaptive reuse of baroque style against earthquake is developed since many destructive earthquakesdestroyed earlier churches in the country. Javanesearchitecture reminiscent of Borobudur of Java can also be seen on the church walls and facade.  Buttresses – The most striking feature of Paoay Church is the 24 huge buttresses of about 1.67 metres (5.5 ft) thick at the sides and back of the church building. Extending from the exterior walls, it was conceived to a solution to possible destruction of the building due to earthquakes. Its stair-like buttresses (known as step buttresses) at the sides of the church is possibly for easy access of the roof.  Walls – The walls are made of large coral stones on the lower part and bricks at the upper levels. The mortar used in the church includes sand and lime with sugarcane juice boiled with mango leaves, leather and rice straw. Its walls suggest Javanesearchitectural styles.  Façade – The stone facade appears as massive pediment rising from the ground and is built leaning towards the front. Square pilastersand stringed cornices divide the facade vertically and horizontally respectively. Its bottom part is plain. Gothic features are also present through the use of finials while the triangular pediment shows Chinese elements and Oriental strokes. Crenellations, niches, rosettes and the Augustinian coat of arms can also be seen. Facade is made of brick on the lower level and coral stones on the upper level.  Belltower – Adjacent to the facade is a three-storey coral belltowerconstructed separately from the church building on the right side resembling a pagoda.[3][6] It was in 1793 when the cornerstone of the belltower was laid.[4] It stands at some distance from the church as a protection against earthquake.[7]It served as observational post for Filipino revolutionariesagainst the Spaniards in 1898 and by Filipino guerrillas against Japanese soldiers during World War II.  Declarations – By virtue of Presidential Decree No. 260, Paoay Church was declared as a National Cultural Treasure by the Philippine government in 1973. The church was designated ● JNIPUFQ©2015 ● Page 66 ● FILIPINO ARCHITECTURE (Arkitekturang Pilipino) PERIOD LOCATION DESCRIPTION as aUNESCO World Heritage Site on December 11, 1993.  QUIAPO CHURCH Quiapo  Conferre the title “Basilica Minor de Nuestro Padre Jesus Nazareno” in 1988  Baroque façade with twisted columns on both levels  SAN AGUSTIN CHURCH Manila  Designe after the High Renaissance  Characterized by the super positioned columns of the Tuscan order on the first level and the Corinthian columns on the second level  Iglesi San Pablo de Manilaq  SAN SEBASTIAN CHURCH Manila  52 tons of steel were transported to Manila  “The First All-Iron Church in the World”  First pre-fabricated structure to be erected in the Philippines  SANTO DOMINGO CHURCH Quezon City  also known as National Shrine of Our Lady of the Holy Rosary of La Naval de Manila (Spanish: Santuario Nacional de Nuestra Señora del Santísimo Rosario de La Naval de Manila; Filipino: Pambansang Dambana ng Mahál na Birhen ng Santísimo Rosario ng La Naval), is the largest church in Metro Manila and one of the biggest churches in Asia.  Early Church (1587) – A small church was erected on August 6, 1587, made from light materials. In January 1, 1588, the chapel was inaugurated and it enshrined the Miraculous image of Our Lady of the Rosary from Mexico  Second Church (1592) – the church was partially destroyed by an earthquake. Because the roof has collapsed, the Dominican friars decided to build a larger church made from stronger materials. Through the direction of Father Alonzo Jiménez, the second church was made from stone. The church was inaugurated on April 9, 1592.  Third Church (Early 17TH Century) – a fire of April 30, 1603, which destroyed a third of a city, consumed both the church and the convent. Almost immediately built a third church was built, bigger and more costly. It contained a stone vault as precaution against fire and earthquake. Though made of stone, it was destroyed by another earthquake on November 30, 1645. Only the high altar remained.  Fourth Church (1862) – A fourth church of stone and hardwood was built. There were wooden arches and three naves inside the church. This time, wooden posts supported the roof and divided the church into a central nave with side aisles. The artistic interior designs were executed under the direction of Father Francisco Gainza. The church took two years to build. The structural soundness of the church made it last for 250 years. Initiated by Father Castro, A new façade flanked by two towers and patterned after London’s St. Paul’s Cathedral designed by Christopher Wren, was built for the church. The façade lasted almost a year. The church was inaugurated on June 15, 1862 with great festival. On June 3, 1863, the Philippines experienced one of the strongest earthquakes in its history. The church was ruined by an earthquake of the same intensity as that which hit Manila in 1645.  Fifth Church (1887) – A few months after the 1863 earthquake, Felix Roxas presented a plan for the church’s reconstruction, partly following the plan of the previous church and utilizing some of its salvageable parts. On August 30, 1864, the cornerstone of the present church was laid. In it was placed a lead box, containing art objects, gold coins, medals of saints and other things belonging to the “Orden de Predicadores” Construction occurred from 1864 to 1887 in the gotico fingido (neogothic) style, using Philippine building materials. The immense columns resembling spreading tree branches, were of acle, molave and ipil. The vault was of zinc or galvanized iron. The colored glass windows were ordered from Europe. These gave a beautiful light inside the church. The four retablos were made under the direction of Father Joaquín Sabater, a professor of drawing at the University of Santo Tomás. Alberoni directed the painting of the main altar. The church measured 70 by 31 by 22 metres (230 ft × 102 ft × 72 ft) at the central aisles, and 16.6 metres (54 ft) high at the lateral aisles. Its towers rose to 23.3 metres (76 ft). Although Fr. Sixto and Fr. Ristoro would supervise construction of the church, the Dominicans contracted the services of the European-trained architect Félix Roxas Sr. Roxas, adapting the seismic realities, designed a church with story of stone an upper story of wood. He worked closely with Isabelo Tampinco who decorated the interior with carving imitating the fan vault reminiscent of the English gothic; the walls and ceiling of the sacristy were similarly treated. Even the furniture in the sacristy was treated in the gothic manner. The chapel of the Nuestra Señora de Rosario had an altar with lancet arches and gothic-inspired ornamented pinnacles. Its floor was made of native molave and narra and the pulpit was of fine carving, with the images representing the different saints of the Order. A dove was attached to the sounding board of the pulpit, above which, there was an angel. The choir-loft was spacious and was protected by wrought from railing manufactured in the Philippines. Over the central doorway, on the roof was enclosed in a glass case original Virgin of the Rosary, which had been there for many centuries. The cupola above had many colored glass windows. Inside, was a balcony surrounded by iron railing. The church incurred damage over time and was repaired. In 1887, the vault and the rose windows of batikuling were restored. The main altar was almost totally renovated, and the columns repaired. The roof of the bell towers was renovated to assume a crown-like form. In 1941, the Gothic church of Santo Domingo in Intramuros was destroyed at the advent of the Second World War. On December 21, 1941 the church and the Dominican monastery beside it were hit by Japanese bombs. This was the first church to be ruined during the Pacific War. The friars, archives, the image of Our Lady of the Holy Rosary of La Naval and other movable property like ivory statues, gala vestments of the Virgin; jewelry, and sacred vessels were the only survivors of the war. The image was transferred to Santísimo Rosario Church at the University of Santo Tomás (UST) in España, Manila.  Sixth Church – Current Building (1954) – After the Second World War, the Dominicans constructed the sixth church in a new location. They built it on a portion of land they had purchased in Quezon City. The Dominicans commissioned José Ma. Zaragoza to design the building while he was still a student of architecture at UST. The new Santo Domingo church was built in the Spanish Modern style, which was unlike the Baroque churches built during Spanish period. The church employed the latest technique ● JNIPUFQ©2015 ● Page 67 ● FILIPINO ARCHITECTURE (Arkitekturang Pilipino) PERIOD LOCATION DESCRIPTION in reinforced-concrete building. The Mission-style architecture includes Romanesque and Gothic designs that accommodate more space. Measuring 85 by 40 metres (279 ft × 131 ft) with a height of 25 metres (82 ft), there is a total floor area of 3,300 square metres (36,000 sq ft). It is the biggest church in Metro Manila and one of the biggest churches in Asia.The Santo Domingo church complex was inaugurated on October 12, 1954. The church façade has receding planes with leaves designed in corbel arches. Over the triple portals of the church is a high-relief frieze depicting the story of the La Naval. The giant bas-relief of Santo Domingo was designed by the Italian sculptor and expatriate Francesco Monti. In the nave of the church there are eight colorful murals by National Artist Carlos “Botong” Francisco depicting the life and times of Santo Domingo de Guzmán, the Spaniard who founded the Order of Preachers. Francisco’s murals are just below the equally brilliant murals of the Four Evangelists in vivid brown tones by Vicente García Llamas. Curved windows of the church frame masterful stained-glass designs by Galo Ocampo whose bases show different ecclesiastical seals. The windows depict the original 15 Stations of the Holy Rosary as well as the Battle of Lepanto and La Naval de Manila; and the martyrdoms of San Vicente Liem de la Paz and San Francisco Capillas, Dominican protomartyrs of Vietnam and China, respectively. Right behind Sto. Domingo Church’s facade are intricately carved panels and stained glass windows lie a treasure trove of the Philippines’ rich cultural heritage and the object of centuries-old devotion, the image of Our Lady of the Rosary of La Naval, the oldest Marian icon in the country.  SANTO NIÑO DE CEBU  BAGUIO CHURCH Cebu Baguio City         Basilica Minore is the tile conferred on this church Declared a National Landmark by President Marcos Built by Fray Juan de Albarran about 400 years ago, on the site where a soldier found an image of the Sto. Nino in a settlement that the Spanish soldiers have burned down the Convent was founded in 1565, making it the first to be built in the country constructed with stones from Panay and Capiz façade : blending of Moorish, Romanesque and NeoClassical elements; trefoils on the doorways; two levels divided into three segments and topped by pediment; retablo at the center belltower has four-sided balustraded dome interior : pierced screen with floral motifs, pineapple decors at the choirloft, corn cobs at the capital  Rising above the city skyline are the pinkish hues of the Baguio Cathedral. The cathedral is but one of religious landmarks which dot the city. There is the Bell Temple, north of the city the Maryhurst Seminary with its brilliant gardens, and Lourdes Grotto with its 252 steps to heaven.  TAMAUINI CHURCH Isabela       ANGAT CHURCH Bulacan  begun 1756-1773 by Augustinian Gregorio Giner; completed in 1802 by Fray Joaquin Calvo  Baroque Style : coupled Corinthian and Doric columns divide façade into levels or segments, statues ringed with wreath-like ornaments flank niches, windows with bas-relief “curtains”  plain three-storey belltower with balustered top Batangas      TAAL CHURCH  DRAGA CHURCH  BACLARAN CHURCH (National Shrine of Our Mother of Perpetual Help Redemptorist Church) Albay Parañaque begun 1783-1788 by Dominican Domingo Forto and town mayor Pablo Sason; 1803-1808 – circular belltower was completed pampango artisans carved the hardwood molds for the clay insets that decorate the church ultra-baroque : unique for its extensive use of baked clay both for wall finishes and ornamentation ornamental details : serpentine reliefs, spiral curves, flowers, foliage, sunfaces, cherubs and saints circular belltower with white limestone finish, decorated with bright red clay rosettes and festoons 1858 : Fray Marcos Anton, with the help of the architect Don Luciano Oliver, started construction; the church was completed in 1878 built on top of a hill and may be reached through flagstone steps, unobstructed by other buildings façade : arched windows alternate with Ionic columns at first level, Corinthian at upper level; projected cornices and mouldings; three pediments interior is cavernous bur drab with stout piers and semi-circular apse : mathematical exactness rather than ornamentation  established by people who fled the eruption of Mt. Mayon form Cagsawa  the Franciscan wanted a church with the best features of Romanesque and Gothic, but it was executed by the carvers in Baroque  façade : a whole tablet without columns and cornices, only symmetrically positioned fenestrations, apertures and niches; whorls, twisted columns, foliage, medallions, statues and reliefs  The present Modern Romanesque church is the third to be built on the same site. It was designed by architect César Concio.[1] It took six years to build because most of the money came from small donations—the suggestion from the pulpit was 10 Philippine centavosper week—that often ran out requiring construction to stop.[1] The foundation stone was laid on January 11, 1953 and on December 1, 1958 the new church was consecrated.[1] The church opened with a mass on December 5, 1958 and has been open 24 hours ever since, never closing.  The modern, Romanesque Revival building has a full seating capacity of 2,000, but as many as 11,000 people (including standing) can fit inside during Masses. ● JNIPUFQ©2015 ● Page 68 ● PRITZKER LAUREATES (1979 to 1999) PRITZKER LAUREATES (2000 to 2015) LIKHA GOLD MEDAL AWARDEES YEAR YEAR NAME NATION 1979 JOHNSON 1980 BARRAGAN 1981 STIRLING 1982 ROCHE 1983 PEI 1984 MEIER 1985 HOLLIEN Philip USA Luis Mexico James UK Kevin Ireland Ieoh Ming Richard NAME 2000 NATION KOOLHAAS NO. YEAR Rem Netherlands 1 1982 NAME MENDOZA Felipe M. Jacques Switzerland 2 1987 LOCSIN DE MEURON Pierre Switzerland 3 1990 FORMOSO 2002 MURCUTT Glenn UK 4 1995 CANCHELA China 2003 UTZON Jørn Denmark 5 1996 MAÑOSA USA 2004 HADID Zaha Iraq 6 2000 LAZARO JR. Hans Austria 2005 MAYNE Thom USA 7 2003 MAÑOSA Francisco T. Geronimo V. HERZOG 2001 Leandro V. Gabriel P. Cesar V. Manuel T. Angel 1986 BÖHM Gottfried Germany 2006 Da ROCHA Paolo Mendes Brazil 8 2005 MANAHAN 1987 TANGE Kenzo Japan 2007 ROGERS Richard Italy 9 2006 FLORENTINO Edilberto F. NIEMEYER Oscar Brazil 2008 NOUVEL Jean France 10 2009 NUKE Norberto M. BUNSHAFT 2009 ZUMTHOR Peter Switzerland 11 2013 HONG Froilan L. Kazuyo Japan 12 2014 REYES Ryue Japan Eduardo Souto Portugal 1988 Gordon USA 1989 GEHRY Frank Canada 1990 ROSSI Aldo Italy USA 2011 De MOURA SEJIMA 2010 NISHIZAWA Yolanda D. 1991 VENTURI Robert 1992 SIZA Alvaro Portugal 2012 SHU Wang China LIKHA GOLD MEDAL AWARD 1993 MAKI Fumihiko Japan 2013 ITO Toyo Japan 1994 de PORTZAMPARC Christian Morocco 2014 BAN Shigeru Japan 1995 ANDO Tadao Japan 2015 OTTO Frei Germany 1996 MONEO Rafael Spain 1997 FEHN Sverre Norway The highest distinction to be bestowed upon a fellow, who has adhered to the highest standards of professional and ethical conduct, practiced in excellence and prestige the architectural profession, has rendered distinguished contribution and service to the UAP, and has performed exceptional achievements and active participation in the concern of the community, government and country. 1998 PIANO Renzo Italy 1999 FOSTER Norman UK MEDAL The laureate receives $100,000 and also a bronze medallion. The bronze medallion awarded to each Laureate of the Pritzker Architecture Prize is based on designs of Louis Sullivan, famed Chicago architect generally acknowledged as the father of the skyscraper. On one side is the name of the prize. On the reverse, three words are inscribed, “firmness, commodity and delight,” recalling Roman architect Vitruvius' fundamental principles of architecture of firmitas, utilitas, venustas. PURPOSE To honor a living architect or architects whose built work demonstrates a combination of those qualities of talent, vision, and commitment, who has produced consistent and significant contributions to humanity and the built environment through the art of architecture. The international prize, which is awarded each year to a living architect/s for significant achievement, was established by the Pritzker family of Chicago through their Hyatt Foundation in 1979. It is granted annually and is often referred to as “architecture’s Nobel” and “the profession’s highest honor.” ● JNIPUFQ©2015 ● Page 69 ● The Order Of NATIONAL ARTISTS Orden ng Pambansang Alagad ng Sining YEAR NAME 1973 NAKPIL 1976 ANTONIO Juan F. Pablo S. Leandro V. 1990 LOCSIN 2006 SANTOS Ildefonso Jr. 2009 MAÑOSA Francisco T. 2014 ZARAGOZA Jose Maria UAP PRESIDENTS (Past & Present) NO. CH 1 NAME NUKE HERRERA HISTORY OF UAP YEAR Norberto M. 1975 Jose V. 1976 2 GAITE Ruperto C. 1977-1978 3 MENDOZA Felipe M. 1979-1980 4 ARELLANO Otillo A. 1981 5 LOCSIN 6 MAÑOSA 7 CANCHELA 8 HONG 9 LAZARO Leandro V. 1981-1982 Manuel T. 1983-1984 Cesar V. 1985-1986 Froilan L. 1987-1988 Angel R. Jr. 1989 10 ALCORDO Richeto C. 1990-1991 11 MARQUEZ Jaime C. 1992-1994 12 MANGIO Nestor S. 1994 -1996 13 CUNTAPAY Emmanuel P. 1996-1998 14 REYES Yolanda D. 1998-2000 15 LUIS Prosperidad C. 2000-2002 Robert S. 2002-2004 Enrique O. 2004-2005 Edric Marco C. 2005-2007 16 SAC 17 OLONAN 18 FLORENTINO 19 ROLDAN 20 LING 21 MENDOZA 22 ROSAL 23 REGALA Medeliano T. Jr. 2007-2009 Ana M. 2009-2010 Ramon S. 2011-2012 Rozanno C. 2012-2013 Ma. Benita O. 2014-2015 During the Spanish era there were no schools of Architecture in the Philippines. The first Filipino recorded architect was Felix Roxas y Arroyo, born circa 1820 in Manila, studied in Spain and stayed for many years in England and France. Previous to this, a Filipino could aspire to erect an architectural structure through the help of a Maestro de Obras or master builder. The first formal school for master builders was opened only during the last decade of the 19th century. On 14 September 1902, many of the graduates of this school joined the civil engineers and surveyors in the country and founded the first professional organization of architects and allied professionals ~ the Academia de Arquitectura y Aguimensura de Filipinos (AAAF). It maintained direct consultation with the American Institute of Architects (AIA). A year after, its name was changed to Academia de Inginieria, Arquitectura y Agrimensura de Filipinas (AIAAF). In 1904 it founded the first school of Architecture in the Philippines, the Escuela de Ingenieria y Arquitectura, which offered five-year courses in Architecture and Civil Engineering. In 1911, the AIAAF was dissolved when the civil engineers withdrew to form their own professional organization, but not before it has struggled for the passage of an Engineers and Architects Law. In 1921, the Philippine National Assembly Act No. 2985 passed, the first enabling law for the practice of the professions of engineering and architecture, defined the unique and separate identities of the two professions. The profession of Architecture in the Philippines was given its first separate statute on 17 June 1950 with the enactment of Republic Act 545, "An Act to Regulate the Practice of Architecture in the Philippines." From the early 1930's to late 1950's, associations of architects were founded, but only three survived until the early 1970's ~ the Association of Philippine Government Architects (APGA), League of Philippine Architects (LPA), and the Philippine Institute of Architects (PIA). In June 1973, President Ferdinand E. Marcos issued Presidential Decree 223, creating the Professional Regulation Commission (PRC) regulating all professions and accrediting only one organization to represent each profession. The newly integrated organization of architects was called the United Architects of the Philippines (UAP). All 1300 members of the three organizations automatically became members of the UAP and during its first year, 700 members officially registered for active membership. On 26 March 1975, the UAP was registered with the Securities and Exchange Commission (SEC) and on 12 May 1975, the PRC issued Certificate No. 001 to the UAP as the duly accredited professional organization of architects in the Philippines. The organization has been participating in the activities of local government units, in civic and in related professional fields. The UAP received many professional awards including the highly acclaimed Excellence Award given by the Government of the Republic of the Philippines and the Most Outstanding Professional Organization of the Year awarded by the PRC in 2002. ● JNIPUFQ©2015 ● Page 70 ● The UAP has been instrumental in the passing of Republic Act 9266: The Architect's Law of 2004, effective April 26, 2004. On 22 June 2004, the PRC, through its Board of Architecture, accredited the UAP as the Integrated and Accredited Professional Organization of Architects (IAPOA). The new law granted Filipino architects more definitive rights, benefits and distinction as against other professionals in the construction industry The United Architects of the Philippines (UAP) was born on December 12, 1974 out of the noble vision of unifying the three (3) existing architectural associations at that time - the Philippine Institute of Architects (PIA), the League of Philippine Architects (LPA) and the Association of Philippine Government Architects (APGA). Through the concerted efforts of the officers and members of the three organizations, the vision officially materialized on March 26, 1975, where the UAP was registered with the Philippines' Securities and Exchange Commission (SEC). On May 12, 1975, the UAP was granted Certificate No. 001, the first professional organization to be accredited by the Professional Regulation Commission (PRC). The PRC is the central agency of the Philippine Government charged with the licensing and regulation of professionals and the professions, as well as the Accredited Professional Organizations (APOs). Since its registration, UAP has received many awards, including the highlyacclaimed PRC's Most Outstanding Accredited Professional Organization. To date, it is still the first and only APO to win the award four times in the Award's eighteen-year history. These were in years 2002, 2007 and 2008 and this year 2011. The award is presented annually to recognize the achievements, services and commitments of the APO to the profession. UAP bested forty two (42) other professional organizations, through 12 stringent criteria set for the award. For its volunteer works, UAP was chosen in addressing housing problems, urban degradation, environmental conservation and promotion of volunteerism for socioeconomic development; the UAP was a Regional Nominee to the "Search for Outstanding Volunteers" by the Philippine National Service Coordinating Agency (PNVSCA) in its celebration of National Volunteer Month last December 2005. PNVSCA takes the lead in advocating and recognizing the contributions of volunteers to nation-building and international cooperation. Last April 2009, in celebration of the Earth Day, the UAP, through its advocacy group "Green Architecture Movement", was awarded the 2009 Father Neri Satur Award for Environmental Heroism - the only accredited professional organization in the Philippines to receive such a prestigious environmental award. Last November 2010, UAP received its First International Award ~ in Adelaide, Australia, the EAROPH 50th Golden Jubilee Award in recognition of the organization's substantial contribution to the advancement of Planning, Development and Management of Human Settlements in the Philippines. As impressive as UAP record is, an even more important metric of our success is the large number of awards and honors earned by our members through the years. We feel privileged to have our members received these honors and recognition. FILIPINO ARCHITECTS FILIPINO ARCHITECTS FILIPINO ARCHITECTS FILIPINO ARCHITECTS ANTONIO, PABLO SEBRERO ARELLANO, OTILIO A. ARELLANO, OTILIO A. DE CASTRO, CRESENCIANO CRUZ  National Artist In Architecture  National Bureau of Investigation, Taft Avenue  National Bureau of Investigation, Taft Avenue  Mindanao State University, Marawi City,  Far Eastern University, Philippine National Bank, Manila Railroad Company  Sining Kayumanggi at Mehan Gardens CAUDAL, ALEJANDRO YELAB  Paseo de Roxas  Palacio del Gobernador Intramuros  Jacinto Residence, Bustos, Bulacan  Church of Jesus Christ and the latter day Saints projects  Major Work: Ideal Theater In Rizal, Manila  Philippine School of Business  Luis Santos House, Malolos  FEU Building In Quezon Boulevard  Administration, Aurora Boulevard  Lopa Residence, Pasay  Central Luzon State University buildings, Munoz, Nueva Ecija  Apartments In Roxas Boulevard  Rizal Commercial Banking Corporation, Buendia, Makati  Lerma House, New Manila, Quezon City  National Science Development Board, Taguig  Ramon Roces Publications Building ARGUELLES, TOMAS FERNANDEZ  Tiongco House, Pandacan, Bulacan  Atomic Research Center complex, Quezon City  White Cross Preventorium  Elizalde Building on Muelle de la Industria, Manila CONCIO, CESAR HOMERO  Asian Development Bank (DFA), Roxas Boulevard  Manila Polo Club  Heacock’s Building, Escolta  UP Diliman Palma Hall and Melchor Hall FORMOSO. GABRIEL PAPA  Capitan Luis Gonzaga Building On ARGUELLES, CARLOS D.  Protestant Chapel and Fellowship Center, UP Diliman  Central Bank complex  Rizal Avenue, Carriedo  Philamlife Building  Buildings in Silliman University  Metropolitan Museum  FEU Administration And Science Buildings  Manila Hilton (now Manila Pavillion), United Nations Avenue  UP College of Forestry, Los Banos, Laguna  Valley Golf Club, Victoria Valley, Antipolo, Rizal  Galaxy Theater In Rizal Avenue  Insular Life Building, Makati  Alabang Golf and Country Club, Alabang ARANETA, LUIS MARIA GONZAGA  Holiday Inn, Roxas Boulevard  Children’s Memorial Hospital, Quezon City  Development Academy of the Philippines, Tagaytay City  Times Theater, Quezon Boulevard  Philippine National Bank, Escolta  Mother of Perpetual Help, Baclaran  Club Filipino, Greenhills  Manila Doctors’ Hospital, UN Avenue  Urdaneta Apartments  Union Church of Manila  Pacific Star Building, Makati  Makati Medical Center, Makati  Tuscany Apartments  Ramona Apartments, Adriatico Street, Manila  Anerica-Lepanto Building, Paseo de Roxas  Santa Catalina College, Legarda, Manila  Development Bank of the Philippines, Makati COSCOLLUELA, WILLIAM VARGAS  Botica Boie Building, Escolta, Manila  Chronicle Broadcasting Network Studios, Quezon City  Robinson’s Commercial Complex, Pasig  Bikko Manila Garden Hotel, Epifanio delos Santos Avenue ARELLANO, ARCADIO DE GUZMAN BELLOC, VICENTE B.  Ayala Twin Towers, Makati  Manila Peninsula Hotel, Ayala Avenue  Roman Ongpin’s Bazaar  Cemetery of Nagcarlan  Alexandra (11 buildings), Pasig  Asian Institute of Management, Paseo de Roxas  El 82, Plaza Calderon de la Barca BERENGUER-TOPACIO, CHED  One Beverly Place, Greenhills, San Juan  Dona Narcisa de Leon Building  Hotel de Francia  Interiors of hotels, restaurants, etc.  Wack-Wack Twin Towers HERVAS, JUAN  Carmelo and Bauermann Building, Azcarraga BURNHAM, DANIEL HUDSON  Skyland Plaza Twin Towers, Makati  Manila Railroad Station, Tutuban  Gota de Leche Building, S.H.Loyola  Proposed grand plan for Manila involving a gridiron street pattern.  Atrium, Makati  Arranque and Herran Markets  Casino Espanol, Taft Avenue  Galeria de Magallanes, Makati  Assumption Convent, Herran Street ARELLANO, JUAN DE GUZMAN CALMA, LORENZO LICAD  Alabang 400, Muntinlupa  Estrella del Norte, Escolta  Legislative Building (senate and national museum)  Interiors of DBP, Makati  Quezon City Sports Club  Heacock Store Building  Post Office Building  Development Academy of the Philippines, Tagaytay City  Centro Escolar University Complex, Malolos  Paris-Manila Building  Villamor Hall, UP Campus in Taft  Silahis Hotel, Roxas Boulevard  Magellan Hotel and Resort complex, Cebu HONG, FROILAN BAUTISTA  Metropolitan Theater  Midtown Ramada Hotel, Pedro Gil  Shoemart City, Cebu and Quezon City  Manila Film Center, Pasay, Manila  Master plan of UP Diliman Campus  Puerto Azul Hotel and Beach Resort, Ternate, Cavite DE UGUCCIONI, JUAN PALAFOX, FELINO JR  Landscaping plans for Padre Burgos Avenue, Harrison Park, North and South Port Areas, Roxas Boulevard and Malacanang.  Benguet Center, Mandaluyong, Metro Manila  Proposed repairs for Colegio de Santa Potenciana  Rockwell Center  Hidalgo Palace  PNB, Escolta  Overseer reconstruction of Manila Cathedral  The Rizal Tower  Luna Gardens ● JNIPUFQ©2015 ● Page 71 ● FILIPINO ARCHITECTS FILIPINO ARCHITECTS FILIPINO ARCHITECTS FILIPINO ARCHITECTS HUBILLA, JOHNNY LUNA DE SAN PEDRO, ANDRES MAÑOSA, JOSE TRONQUED OCAMPO, FERNANDO HIZON  Philippine Trade House, Bangkok  Legarda Elementary School  SMC Head Office, Mandaluyong  Manila Metropolitan Cathedral  Philippine Trade Center, Toronto, Canada  Alfonso Zobel house, Roxas Boulevard  BPI Head Office, Makati  Paterno Building, Sta. Cruz, Manila  Philippine House, Mainz, Germany  San Vicente de Paul Chapel, San Marcelino Street MENDOZA, FELIPE MARCELO  Oriental Club  Philippine Pavilion, World Trade  Rafael Fernandez House, Arglegui Street  Batasang Pambansa Buildings, Quezon City  Cu Un Jieng Building, Escolta  Exposition in Leipzig Germany  Perez-Samantillo Building, Escolta  Development Avcademy of the Philippines, Pasig  Central Seminary Building, UST  Philippine Pavilion, World Trade Fair in Spokane, Washington DC  Fernandez Martinez House, San Miguel, Manila  RCBC, Buendia  Arguelles Building, Rizal Avenue  St. Cecilia’s Hall, St. Scholastica’s College LOCSIN, LEANDRO V.  E.A. Perkins Residence, Roxas Boulevard  Philippine Commercial and Industrial Bank Building (Antonino Building), Kalaw Street  Admiral Apartments, Roxas Boulevard  National Artist in Architecture  Basa Residence, Lepanto Street, Manila  FEU Hospital, Nicanor Reyes Street, Manila  Cathedral of the Immaculate Concepcion restoration  Main Theater, CCP Complex  Evangelista Residence, Rizal Avenue Extension  Sy Cong Bieng Mausoleum, Manila  Library and Science Center, Xavier University, Cagayan de Oro  Church of Our Lady of the Most Holy Rosary  Folk Arts Theater, CCP Complex  Philippine Center for International Trade and Exhibitions (PHILCITE)  North Cemetery  Manila Cathedral reconstruction LUZ, ALFREDO J. DIMAYUGA  San Jose Seminary Building, Ateneo de Manila University  Philippine Convention Center, CCP Complex  Ramon Magsaysay Building, Roxas Boulevard  Assumption School Buildings, Antipolo  Philippine Plaza Hotel  Far East Bank and Trust Head Offices, Intramuros  Mormon Temple, Green Meadows, Quezon City  Hyatt Regency Hotel, Roxas Boulevard  WHO Regional Headquarters, Taft Avenue NAKPIL, ANGEL E. SANCHO  Interiors of Admiral Hotel, Cebu Plaza Hotel, Wackwack Golf and Country Club, Philippine House in Chicago, Illinois, Philippine House, Houston, Texas  Makati Stock Exchange Building  IRRI, Los Banos  National Press Club Building, Magallanes Drive  Designed parks in Alaala Park, Pagsanjan  Ayala Museum, Makati Avenue  666 T.M. Kalaw  PLDT Former Head Opffice, De la Rosa Street, Makati PARSONS, WILLIAM E.  Manila Hotel renovation  1414 Roxas Boulevard  Lopez Museum Building, Pasay  Implementing Burnham’s plans for Baguio and Manila  Mandarin Oriental Hotel, Makati  1515 Roxas Boulevard  Picache Building, Quiapo  Preparing City plans for Cebu and Zamboanga  National Arts Center, Laguna  1010 A. Mabini  Roche Building, Pasong Tamo PENASALES, SERGIO VILLAR  Manila International Airport (NAIA)  Dole Philippines, Polomolok, South Cotabato  Petrona Apartments,. Taft Avenue  Museo Iloilo, Iloilo City  Istana Nurul Iman, Palace of the Sultan of Brunei  Standard Vacuum Refining Corporation, Limay, Bataan NAKPIL, JUAN FELIPE DE JESUS  Tinucuan Chapel, Passi MAÑOSA BROTHERS  General Milling Corporation, Mactan, Cebu  Geronimo de los Reyes Building  Barbaza Church, Barbaza Antique  Sierra Lake Resorts, Laguna  Republic Cement Corporation, Norzagaray, Bulacan  Capitan Pepe Building  Landscaping of UI, University Mall, Iloilo  Hidden Valley Springs Resort, Laguna MAÑOSA, FRANCISCO TRONQUED  Quezon Institute Administration Building and Pavilions  Memorial Park, Amphitheater Green, Oton  Maya-maya Resort, Batangas  Tahanang Pilipino, CCP Complex  Manila Jockery Club  Makiling Conference Center, Laguna  Shrine of our Lady Queen of Peace, Ortigas Avenue  Avenue Hotel and Theater  Prepared master plans for development of town plazas of Molo, Jaro and Lapaz.  Colegio de San Agustin, Makati  Mary Immaculate Parish Church,  Quiapo Church RAMIREZ, EDGARDO P.  Guadalupe restoration  Moonwalk Subdivision, Las Pinas  Gen. Vicente Lim Residence, Vito Cruz  Interiors of Philippine Embassy and  Andres Soriano Memorial Hospital  Las Pinas Church restoration  Philippine Trust Building in Plaza Gotti  Palace Hotel in Beijing China  Bislig Bay Lumber Co. in Surigao del Sur  Stations of Light Rail Transit (LRT)  Security Bank and Trust Building  Sulo Restaurant  Development of Quezon Memorial Circle  Rizal House reconstruction., Calamba Laguna  Interiors of the Defense Department, National Bank of Abu Dhabi, Arab Monetary Fund, Amini Court, etc.  San Miguel Corporation Head Office, Mandaluyong Rizal  Development, restoration and landscaping of Corregidor Island  UP Administration and Library Buildings  Ever and State Theaters., Rizal Avenue ● JNIPUFQ©2015 ● Page 72 ●  Sacred Heart Novitiate Building, Novaliches OLIVER, LUCIANO OLIVEROS, EDITH L. TIMELINE OF TALLEST BUILDINGS (Philippines) FILIPINO ARCHITECTS FILIPINO ARCHITECTS ROXAS, FELIX ARROYO TOLEDO, ANTONIO MANALAC  Enlargement and reconstruction of the parish church in Bacoor, Cavite  UP Padre Faura campus  College of Medicine Annex and UP Library, Manila Manila Hotel Metro Manila 1912 - 1967  Jesuit Church of Sa Ignacio, Intramuros  Leyte Capitol Ramon Maggsaysay Center Metro Manila 1967 - 1968 RUANO, ROQUE  Department of Agriculture and Commerce (Tourism) Manila Pavilion Hotel Metro Manila 1968 - 1989 90 22  Dominican House, Baguio  Department of Finance Pacific Star Building Metro Manila 1989 - 1991 112.5 29  Dominican College, Lingayen  Philippine Normal School The Peak Tower Metro Manila 1991 - 1992 138 38  “Crucero” in the Church of our Lady of Manaoag  Manila City Hall Pacific Plaza Condominium Metro Manila 1992 - 1994 150 44  Santa Catalina College, Pampanga VILLAROSA, ROGELIO GARCIA Rufino Pacific Tower Metro Manila 1994 - 1997 162 41  Hospital of the Sacred Heart  Edsa Shangri-la Hotel Robinsons Equitable Tower Metro Manila 1997 - 1998 175 45  Santa Teresita Church, Yokohama Japan  Edsa Plaza, Mandaluyong Petron Megaplaza Metro Manila 1998 - 2000 210 45  UST Main Building  Tektite Towers, Pasig PBCom Tower Metro Manila 2000 - 2012 259 52 SANTOS, IDELFONSO PAEZ  Alexandra (11 building complex) The Gramercy Residences Metro Manila 2012 - Present 262 73  Batulao Village Club, Batangas  King’s Court II, Pasong Tamo TIMELINE OF TALLEST SKYSCRAPERS (World)  Caliraya Lake Resort, Laguna  Silahis International Hotel, Roxas Boulevard  Eternal Gardens Memorial Park, Manila  National Bookstore Super Branch, HEIGHT [m (ft)] INCREASE  Imus Town Plaza, Imus, Cavite  Araneta Center Cubao The buildings that were the tallest skyscrapers – but still shorter than the tallest church or cathedral  Raintree Sports Club, Kuala Lumpur, Malaysia  Puerto Azul clubhouse Equitable Life Building New York, USA 1870 - 1884 40 (130) -  Artist’s Village, Garden for the Blind  Makati Sports Club Home Insurance Building Chicago, USA 1884 - 1890 42 (138) 6.15%  Teodora Valencia Circle ZARAGOSA, JOSE MARIA New York World Building New York, USA 1890 - 1894 94 (308) 136.92%  Rehabilitation of the Japanese Garden  Meralco Building, Pasig Manhattan Life Insurance Building New York, USA 1894 - 1895 100 (330) 7.14% SANTOS-VIOLA, CARLOS ANTONIO  Santo Domingo Church and Convent, Quezon City Milwaukee City Hall Milwaukee, USA 1895 - 1899 108 (354) 7.27%  Iglesia ni Cristo structures (chief architect)  Philippine Airlines building, Ayala Avenue Park Row Building New York, USA 1899 - 1901 119 (390) 10.17%  Templo Central  Philippine Banking Corporation Building, Port Area, Manila Philadelphia City Hall Philadelphia, USA 1901 - 1908 167 (548)  St. John Bosco Parish Church, Pasay Road Singer Building New York, USA 1908 - 1909 186.57 (612.1) 11.72%  Union Church, Makati Metropolitan Life Tower New York, USA 1909 - 1913 213.36 (700) 14.36%  Nustra Senora de Guia, Ermita Manila  Pius XII Catholic Center, UN Avenue Woolworth Building New York, USA 1913 - 1930 241 (791) 12.95% SINDIONG, ANTONIO S. MAPUA, TOMAS BAUTISTA Bank of Manhattan Trust Building New York, USA 1930 283 (928) 17.43%  Megamall, Mandaluyong  Manila Central Post Office Building, Ermita, Manila Chrysler Building New York, USA 1930 - 1931 319.9 (1,050) 13.04%  Harrison Plaza Shopping Center, Manila  St. La Salle Hall, St. La Salle University Empire State Building New York, USA 1931 - 1972 381 (1,250) 19.1%  Ali Mall II, Cubao  Librada Avelino Hall, Centro Escolar University World Trade Center New York, USA 1972 - 1974 417 (1,368) 9.45%  New Farmers Plaza Shopping Center, Cubao  Philippine General Hospital Nurses Home Sears Tower Chicago, USA 1974 - 1998 442 (1,450) 6%  East Pakistan Rice Research Institute, Bangladesh Petronas Towers Kuala Lumpur, Malaysia 1998 - 2003 451.9 (1,483) 2.24%  Kebayoran Housing Project, Indonesia Taipei 101 Taipei, Taiwan 2003 - 2010 509.2 (1,671) 12.68%  Arabian Villas, Dubai Burj Khalifa Dubai, UAE 2010 - Present 828 (2,717) 62.61%  Our Lady of Lourdes, Quezon City  Franciscan churches of Singalong, Mandaluyong, Tagaytay and Lipa City. NAME NAME LOCATION LOCATION YEARS AS TALLEST YEARS AS TALLEST HEIGHT (m) FLOORS 18 70 18 Since 1901, the world's tallest building has always been a secular skyscraper. ● JNIPUFQ©2015 ● Page 73 ● CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE CHRONOLOGY OF ARCHITECTURE LOCATION STYLE ARCHITECT DATE STRUCTURE ANCIENT ARCHITECTURE (Europe, Near East, North Africa) (15,000 BC–AD 400s) c. 1300 BC Citadel at Tiryns, Prehistoric Architecture (Paleolithic and Neolithic) Ancient Greek Architecture LOCATION Greece c. 15,000 BC, Mammoth-bone house Mezhirich, Ukraine Paleolithic c. 550 BC Temple of Hera I, Paestum, Italy c. 6500 BC, , Catal Huyuk, village Turkey Neolithic c. 530 BC Delphi c. 3100 BC, Skara Brae, village Orkney Islands, Scotland Treasury of the Siphnians, Neolithic 500s BC Sanctuary of Apollo, Delphi mid-400s BC Acropolis, Athens c. 400 BC Athenian Agora, Athens c. 400 BC Temple of Athena Pronaia, Delphi Ancient Near Eastern Architecture (Sumerian, Mari, Babylonian, Assyrian, Persian) 300s BC Miletos, city plan, modern-day Turkey c. 7200 BC Ain Ghazal, c. 200 BC Theater at Epidauros Epidauros c. 7000 BC Jericho, walls of the city AD 132 Athens c. 6500 BC Catal Huyuk, Turkey Neolithic Temple of the Olympian Zeus, c. 2100 BC Nanna Ziggurat, Ur, Iraq Sumerian Etruscan Architecture 2000s BC Palace of Zimrilim, Syria Mari 480 BC Tomb of the Lioness, Jewish 200s BC Tomb of the Reliefs, Cerveteri c. 100s BC Porta Augusta, Perugia c. 3100–1500 BC, Stonehenge Salisbury Plain, Wiltshire, England Neolithic c. 3000–2500 BC Newgrange, tombs, Ireland Neolithic late 900s BC–AD 70 Temple of Solomon, c. 720 BC Citadel of Sargon II, c. 575 BC Ishtar Gate and throne room c. 518–460 BC Palace of Darius at Persepolis, Jordan Neolithic Neolithic Jerusalem modern-day Khorsabad, Iraq Assyrian Neo-Babylonian Iran Persian Ancient Egyptian Architecture Ancient Roman Architecture late 100s BC Pont du Gard, Nimes, France late 100s BC Temple of Portunus, Rome 13 BC Ara Pacis, Rome AD 72–80 Colosseum, Rome AD 79 Pompeii, city plan Arch of Titus, Rome Algeria King Djoser’s funerary complex, Saqqara AD 81 c. 2589–2503 BC Pyramids of Giza, Egypt AD 100s Timgad, c. 2100 BC Model from Tomb of Meketra, Thebes AD 113 Basilica Ulpia, Rome AD 113 Column of Trajan, Rome 1473–1458 BC Temple of Queen Hatshepsut, Deir el-Bahri c. AD 125 Hadrian’s Villa, Tivoli Great Temple of Amun, Karnak AD 118–125 Pantheon, Rome Karnak AD 200s Hadrian’s Wall, Great Britain AD 211 Baths of Caracalla, Rome c. 1279 BC Temple of Amun, Mut and Khonsu, Luxor AD 300s Roman Forum, Rome c. 1279 BC Temple of Rameses II and Temple of Nefertari, Abu Simbel AD 310 Basilica of Maxentius and Constantine, Rome AD 315 Arch of Constantine, Rome Ancient Aegean Architecture (Minoan and Mycenaean) c. 1900–1400 BC Palace at Knossos, Crete (Minoan) c. 1600–1200 BC Citadel at Mycenae, Greece Mycenaean ARCHITECT Tarquinia c. 2665 BC c. 1295–1186 BC STYLE Mycenaean (c. 80–25 BC) ● JNIPUFQ©2015 ● Page 74 ● Vitruvius Pollio, Marcus CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION CHRONOLOGY OF ARCHITECTURE STYLE ARCHITECT DATE STRUCTURE c. 1053 AD 240s Dura-Europos, Syria early 1600s Katsura Palace, Kyoto, Himeji Castle, Hyogo, near Osaka, Yoyogi Gymnasium, Tokyo (Olympics) House-Church, AD 320s Saint Peter’s Church, Rome 1600s AD 350s Santa Costanza, Rome 1964 AD 420s Santa Sabina, Rome AD 425 Mausoleum of Galla Placidia, Ravenna ARCHITECTURE OF ASIA Indian Architecture (and Pakistan, Afghanistan, Nepal, Bangladesh, Sri Lanka) c. 2600 BC Ajanta Caves, Deccan 200s–100s BC Great Stupa, Sanchi Kyoto Prefecture, 1976 Azuma House Osaka 1988 Church on the Water, Tomamu 1989 Church of the Light, Ibaraki-shi, Osaka 1984 Silver Hut, Tokyo STYLE ARCHITECT Heian Period by Kobori Enshu Momoyama Period Tange, Kenzo (1913–2005) Ando, Tadao (1941– ) Ito, Toyo (1941– Southeast Asian Architecture (Myanmar [Burma], Malaysia, Singapore, Indonesia, Thailand, Taiwan, Laos, Cambodia, Vietnam, etc.). See Indian Architecture Mohenjo-Daro 200s BC Byodo-in, Uji, LOCATION Early Semitic and Christian Architecture 1100s Angkor(begun) Cambodia, 100s BC Rock-Cut Hall of Karla PRE-COLUMBIAN ARCHITECTURE OF THE AMERICAS (900s BC–AD 1500s) c. AD 530 Vishnu Temple at Deogarh Mesoamerican Architecture (Aztec, Inca, Maya, Olmec, Teotihuacan, Zapotec) c. 1000 Kandariya Mahadeva Temple, Khajuraho, Madhya Pradesh, India c. 1000 Rajarajeshvara Temple to Shiva, Thanjavur, Tamil Nadu, India 1057–1287 Bagan, temple complex, Myanmar 1632–1648 Taj Mahal, Agra, India Mughal Empire Chinese Architecture AD 618–907 Chang’an, Capital of Tang Dynasty c. 900–600 BC La Venta, Great Pyramid and Ballcourt, c. 500 BC Teotihuacan, ceremonial center, AD 400s–700s Tikal ceremonial center, Guatemala (Maya) 800s–1200s Chichen Itza, Yucatan, Mexico (Maya) 1200s–1500s Tenochtitlan, Great Pyramid, Mexico City (Aztec) 1450–1530 Machu Picchu, Peru Mexico (Olmec) Mexico Native American Architecture (North and South America) AD 645 Great Wild Goose Pagoda at Ci’en Temple, Xi’an, Shanxi Province, Tang Dynasty (rebuilt 700s) AD 782 Nanchan Temple, Wutaishan, Shanxi Province. 1368–1644 Forbidden City, Beijing, 1986 Hong Kong and Shanghai Bank, Hong Kong Foster, Norman (1935– ): 1980s Bank of China Hong Kong Pei, I. M. (1917– ) 1998 Jin Mao Building, Shanghai Skidmore, Owings & Merrill: 900s–1400s Anasazi “Great Houses,” New Mexico, Utah, Arizona, and Colorado Tang Dynasty 900s–1400s Chaco Canyon New Mexico Ming Dynasty c. 1150 Cahokia East St. Louis, Missouri 1450s Pueblos at Taos, New Mexico MEDIEVAL ARCHITECTURE (400s–1300s) Byzantine Architecture 530s by and Hagia Sophia, Istanbul AD 546 San Vitale, Ravenna, Italy early 1000s Monastery of Hosios Loukas, near Stiris, Greece c. 1017 Cathedral of Santa Kiev, Ukraine Japanese Architecture early AD 100s (rebuilt 1993) Ise, Inner Shrine, Mie Prefecture, Yayoi Period 600s Horyu-ji, Main Compound, Nara Prefecture, Asuka Period ● JNIPUFQ©2015 ● Page 75 ● Anthemius of Tralles Isidorus of Miletus, CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE CHRONOLOGY OF ARCHITECTURE LOCATION STYLE ARCHITECT Sophia, 1063 Cathedral of San Marco, Venice, Italy Islamic Architecture (Moorish, Mughal, Ottoman, Seljuk) DATE STRUCTURE LOCATION 1130s Saint-Lazare Autun 1130s Cathedral of SaintLazare Autun, begun 1240s Castel del Monte region of Puglia 692 begun Dome of the Rock, Jerusalem, 740s, begun Mshatta Palace Jordan, Gothic Architecture 785 Great Mosque, Cordoba, Spain c. 1130s Chartres Cathedral Chartres, France Samarra 1160s Notre Dame Paris Granada, Spain 1211 Reims Cathedral Reims, France, begun 1240s Sainte-Chapelle Paris, France 1240s Cologne Cathedral Cologne, Germany Islamabad, Pakistan 1250s Amiens Cathedral Amiens, France 1300s Milan Cathedral Milan, Italy 847 1350s Great Mosque, Alhambra, 1570s Sinan, Selimiye Mosque, Edirne, Turkey 1632–1648 Taj Mahal, Agra, India 1980s King Faisal Mosque, 1986–1993 King Hassan II Mosque, Casablanca, Morocco 1550s Suleyman Mosque, Istanbul Mughal Empire Sinan, Mimar Koca Agha (1489–1588) Early Medieval Architecture (Carolingian and Ottonian) 529 Monastery of Montecassino, Italy late 600s Santa Maria de Quintanilla de las Vinas, Burgos, Spain 792–805 Palace Complex of Charlemagne, Aachen, Germany Carolingian 799 Abbey Church of St. Riquier, Monastery of Centula France Carolingian, dedicated c. 817 Saint Gall Monastery 961 Church of Saint Cyriakus, Gernrode, Germany Ottonian, begun 1001–1032 Church of Saint Michael, Hildesheim, Germany Ottonian Carolingian Romanesque Architecture; see also Castle 1030s Krak des Chevaliers Krak des Chevaliers 1060s Pisa Cathedral Complex Italy c. 1060s Saint-Etienne, Caen Normandy, France c. 1075–1100s Durham Castle and Cathedral England 1078 Tower of London London, begun 1078–1122 Cathedral of Saint James Santiago de Compostela, Spain 1080 Sant’Ambrogio Milan STYLE ARCHITECT PRE-MODERN ARCHITECTURE IN EUROPE (1400s–1700s) Renaissance Architecture 1290s Florence Cathedral, Italy, begun 1290s, Palazzo della Signoria Florence, 1290s 1505 Saint Peter’s Church, Rome, begun 1520s begun Fontainebleau, France, 1530s–2000s Louvre, Paris 1559 Escorial, Madrid, begun 1420s Florence Cathedral Dome Italy 1420s, Ospedale degli Innocenti (Foundling Hospital), Florence; 1420s, San Lorenzo, Florence;, 1430s Santo Spirito, Florence; 1430s, Pazzi Chapel, Florence 1440s Medici Palace Florence 1450s, Tempio Malatestiano, Rimini; 1470, Sant’Andrea, Mantua 1480s, Villa Medici at Poggio a Caiano, outside Florence; 1485, Santa Maria delle Carceri, Prato, Italy 1501, ● JNIPUFQ©2015 ● Page 76 ● Tempietto; Brunelleschi, Filippo (c. 1377– 1446): Michelozzo di Bartolomeo (1391– c. 1472) Alberti, Leon Battista (1404– 1472): Sangallo, Giuliano da (c. 1443–1516): Bramante, Donato (1444–1514): CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION 1505–1513, Saint Peter’s Church, Rome 1520s, facade, San Lorenzo, Florence; 1530s–1540s, Capitoline Hill, Rome; 1530s–1560s, Saint Peter’s Church, Rome 1510s Villa Madama, Rome 1530s, Farnese Palace, Rome CHRONOLOGY OF ARCHITECTURE STYLE ARCHITECT Serlio, Sebastiano (1475–1554) 1520s, Library, Venice 1560s, Villa Rotunda; Vicenza, Italy; 1560s–1570s, San Giorgio Maggiore, Venice, 1580–1585, Teatro Olimpico (with Vincenzo Scamozzi), Vicenza DATE STRUCTURE LOCATION STYLE ARCHITECT Pieter Post), 1650s, Santa Maria della Pace, Rome Cortona, Pietro da (1596–1669): 1650s, Sant’Andrea al Quirinale, Rome Bernini, Gian Lorenzo (1598– 1680): Raphael Sanzio (1483–1520): 1630s–1665, San Carlo alle Quattro Fontane, Rome: Sangallo, Antonio da the Younger (1484– 1546): Borromini, Francesco (1599– 1667): 1640s, Sant’Ivo alla Sapienza, Rome 1660s, Twin Churches at Piazza del Popolo Rome Rainaldi, Carlo (1611–1691): 1675–1710, St. Paul’s Cathedral, London Wren, Christopher (1632–1723): 1705, Blenheim Palace, Woodstock, England Vanbrugh, John (1664–1726): Michelangelo Buonarroti (1475– 1564): Sansovino, Jacopo (1486–1570): Palladio, Andrea (1508–1580): Rococo Architecture 1696, Schonbrunn Palace, Vienna Michelangelo Buonarroti (1475–1564) Fischer von Erlach, Johann Bernhard (1656–1723): 1702–1736, Benedictine Monastery Church, Melk, Austria Prandtauer, Jakob (1660–1726): Mannerism 1520s, Laurentian Stairs, Florence; 1520s, New Sacristy, San Lorenzo, Florence 1534, Palazzo Massimo alle Colonne, Rome Peruzzi, Baldassare (1481–1537) 1732, Salon de la Princesse, Hotel de Soubise, Paris Boffrand, Germain (1667–1754): 1520s, Palazzo del Te, Mantua Romano, Giulio (c. 1499–1546): 1720s, Hospicio de San Fernando, Madrid Ribera, Pedro de (c. 1681–1742): early 1500s Arden House, Stratford-Upon-Avon 1719–1744, Residenz, Wurzburg, Bavaria, Germany; 1515–1521 Hampton Court Palace, London 1743, Vierzehnheiligen, Staffelstein, Germany 1730s, Amalienburg Pavilion, Munich 1749–1754, Church of Saint Andrew, Kiev; 1752–1756, Catherine Palace, Tsarskoye Selo, outside St. Petersburg; 1754–1762, Winter Palace, St. Petersburg Tudor Style Baroque Architecture 1505–1650s Saint Peter’s Church, Rome 1620s–1650s Piazza Navona papal enclave, Rome, 1660s Versailles Palace, Versailles, France 1620s, Banqueting House, Whitehall Palace, London 1633 The Mauritshuis, The Hague; 1648–1655, Town Hall, Amsterdam Francois Mansart (1598–1666), Louis Le Vau (1612–1670), and Jules HardouinMansart, Jones, Inigo (1573–1652): Campen, Jacob van (1595–1657): (with Neumann, Johann Balthasar (1687– 1753): Cuvillies, Francois (1695–1768): Rastrelli, Francesco Bartolomeo (1700– 1771): Neo-Classical Architecture; also see below under Architecture of the United States 1722–1726, Saint Martin-in-theFields, London; 1739–1749, Radcliffe Camera, Oxford 1720s, Chiswick House, West London ● JNIPUFQ©2015 ● Page 77 ● Gibbs, James (1682–1754): Boyle, Richard (Lord Burlington) CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION CHRONOLOGY OF ARCHITECTURE STYLE ARCHITECT DATE STRUCTURE LOCATION STYLE (1695–1753): 1750s, The Circus, Bath, England Wood, John the Elder (c. 1704–1754): 1755–1792, Sainte-Genevieve (Pantheon), Paris Soufflot, JacquesGermain (1713– 1780): 1759, Kedelston Hall, Derbyshire, commissioned; 1760s, Syon House, Middlesex,England; 1770s, Osterley Park, Middlesex, England 1770s, Chaux city plan, 1780s, funerary monument for Isaac Newton 1822, Altes Museum, France Berlin Adam, Robert (1728–1792): ARCHITECT 1947): 1896, Secession House, Vienna 1899–1905, Paris Metropolitan stations 1904, Purkersdorf Sanatorium, Vienna; 1904–1911, Stoclet Palace, Brussels Olbrich, Joseph Maria (1867–1908): Guimard, Hector (1867–1942): Hoffmann, Josef (1870–1956): Arts and Crafts; also see below under Architecture of the United States 1893–1895, Glasgow, Scotland; Ledoux, ClaudeNicolas (1736–1806): Glasgow Herald Building, 1897–1909, Glasgow School of Art, Glasgow, Scotland; Boullee, EtienneLouis (1728–1799): 1902–1904, Hill House, Helensburgh, Scotland Schinkel, Karl Friedrich (1781– 1841): EARLY-20th-CENTURY ARCHITECTURE IN EUROPE, ASIA, AND SOUTH AMERICA Mackintosh, Charles Rennie (1868–1928): Expressionism; also see below under Architecture of the United States 19th-CENTURY ARCHITECTURE IN EUROPE 1912, Falkenberg Housing Estate, Gothic Revival Architecture; see also Romantic Architecture; also see below under Architecture of the United States 1914, Glass Pavilion, Cologne Werkbund Exhibition Berlin; Taut, Bruno (1880– 1938): 1749, Strawberry Hill, Twickenham, England Walpole, Horace (1717–1797): 1917, Einstein Tower, Potsdam Mendelsohn, Erich (1887–1953): 1830–1860s, Houses of Parliament, London Barry, Charles (1795–1860): 1950s, Notre Dame du Haut, Ronchamp Corbusier, Le (1887–1965): 1865, Saint Pancras Railway Station, London Scott, George Gilbert (1811–1878): Bauhaus Architecture; see also International Style 1925, , Bauhaus Building Dessau, Germany London Pugin, Augustus Welby Northmore (1812–1852): Gropius, Walter (1883–1969): 1929, German Pavilion, Barcelona Mies van der Rohe, Ludwig (1886– 1969): 1830s, Houses of Parliament, Romantic Architecture; see also Gothic Revival Architecture; also see Architecture of the United States 1890s–1940s 1815–1832, Cotswold Cottage; Royal Pavilion, see Tudor Revival Style Brighton, England Futurist Architecture; see also Constructivist Architecture Nash, John (1752– 1835): Beaux-Arts Architecture; also see below under Architecture of the United States 1860s, Opera, Paris Palau Guell, Barcelona; 1880s, Sagrada Familia, Barcelona; 1905, Casa Mila, Barcelona 1892, Tassel House, Brussels Sant’Elia, Antonio (1888–1916): Città Nuova International Style; also see below under Architecture of the United States Garnier, Charles (1825–1898): Art Nouveau 1880s, 1914, 1896–1903, Amsterdam Stock Exchange, Amsterdam Berlage, Hendrick Petrus (1856–1934): 1909, AEG Turbine Factory, Berlin Behrens, Peter (1868–1940): Gaudí, Antoni (1852–1926): 1910, Steiner House, Vienna; 1926, Tristan Tzara House, Paris; Horta, Victor (1861– 1927, Moller House, Vienna; ● JNIPUFQ©2015 ● Page 78 ● Loos, Adolf (1870– 1933): CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION 1928–1930, Villa Muller, Prague 1911, Fagus Shoe Factory, Alfeld an der Leine, Germany 1915, Woodland Cemetery, Stockholm, Sweden; 1920s, City Library, Stockholm, Sweden 1929, Villa Savoye, Poissy-sur-Seine, France; 1946–1952, Unite d’Habitation, 1950s, Chandigarh, India, city layout 1935, Viipuir Library, Vyborg, Finland; 1938–1939, Villa Mairea, Noormarkku, Finland 1953, UNESCO World Headquarters, Paris 1949, Hiroshima Peace Memorial Park and Museum; 1964 (Olympics) National Gymnasium Complex, 1960s, Palace of the National Congress and Cathedral Marseilles, France; CHRONOLOGY OF ARCHITECTURE STYLE ARCHITECT DATE STRUCTURE LOCATION STYLE Gropius,Walter (1883–1969), and Adolf Meyer: Asplund, Erik Gunnar (1885– 1940): 1903–1904, 25 bis Rue Franklin apartments, 1922–1924, Church of Notre Dame du Raincy 1946–1952, Unite d’Habitation, Paris; Marseilles Zuev Worker’s Club, 1919, design for “Tatlin’s Tower” (never built) Perret, Auguste (1874–1954): Corbusier, Le (1887–1965): ARCHITECTURE OF THE UNITED STATES (1600s–1960s) Le Corbusier (1887–1965): Colonial Architecture (1620–1820s) 1680s Paul Revere House, Boston, Massachusetts Aalto, Alvar (1898– 1976): 1683 Parson Capen House, Topsfield, Massachusetts Breuer, Marcel (1902–1981): 1700s Turner-Ingersall House, Salem, Massachusetts Georgian Style (1690–1790) Neo-Classical Architecture (1720s–1860s) Tange, Kenzo (1913–2005): 1803 United States Capitol, Washington, D.C., begun 1770s, Monticello, Charlottesville, Virginia Jefferson, Thomas (1743–1826): 1796, Old State House, Hartford, Connecticut Bulfinch, Charles (1763–1844): 1801, Bank of Pennsylvania Yoyogi Park, Tokyo Brasilia Niemeyer, Oscar (1907– ): Constructivist Architecture; see also Futurist Architecture 1926–1928, ARCHITECT Brutalism; also see below under Post-Modernism and Beyond Moscow Golosov, Ilya (1883– 1945): Tatlin, Vladimir (1885–1953): 1925, Soviet Pavilion, World’s Exposition, Paris; 1927–1929, Architect’s House, Moscow; 1927–1929, Kauchuk Factory Club, Moscow; 1927–1929, Rusakov Worker’s Club, Moscow 1928–1932, Narkomfin Building, Moscow Latrobe, Benjamin Henry (1764–1820): Gothic Revival Architecture (1760s–1840s) 1840s, Trinity Church, New York Melnikov, Konstantin Stepanovich (1890– 1974): Federal Style (1783–1830) Ginsburg, Moisei (1892–1946): Greek Revival Style (1820–1870); see Romantic Architecture 1796, Old State House, Hartford, Connecticut; 1798, Massachusetts State House, Boston, begun 1924, Netherlands Rietveld, Gerrit (1888–1964): 1932–1936, Casa di Fascio, Como, Italy Terragni, Giuseppe (1904–1943): 1980s, New Town Hall, Borgoricco, Italy Rossi, Aldo (1931– 1997): Bulfinch, Charles (1763–1844): Romantic Architecture (1830s–1870s); see also Gothic Revival Architecture Rationalism (and Neo-Rationalism) Schroeder House, Utrecht, Upjohn, Richard (1802–1878): 1890s, Vanderbilt Mansion, Newport, Rhode Island Italianate Style (1840–1890s); see Romantic Architecture Second Empire Style (1855–1885); see Victorian Architecture Stick Style (1860–1890); see Victorian Architecture ● JNIPUFQ©2015 ● Page 79 ● Hunt, Richard Morris (1827–1895): CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION CHRONOLOGY OF ARCHITECTURE STYLE ARCHITECT Victorian Architecture (1860–1900) 1880s, Stoughton House, DATE STRUCTURE LOCATION STYLE ARCHITECT Tudor Style (1890–1940) Cambridge, Massachusetts Richardson, Henry Hobson (1838– 1886): Colonial Revival (1890s–2000s); see Colonial Architecture Prairie Style (1900–1920s) Eastlake Style (1870–1890); see Victorian Architecture 1906–1909, Richardsonian Romanesque (1870s–1900) 1870s, Trinity Church, Boston; 1885–1887, Marshall Field Warehouse, Chicago Richardson, Henry Hobson (1838– 1886): Frederick C. Robie House, Chicago Wright, Frank Lloyd (1867–1959) and Marion Mahony Griffin (1871–1961): Expressionism (and Blobitecture) (1910s–1950s) 1947–1949, Baker House, MIT, Boston; Shingle Style (1870s–1900); see Victorian Architecture 1959, Opera House, Essen, Germany Queen Anne Style (1870s–1910); see Victorian Architecture 1947, Ledbetter House, Norman, Oklahoma; Mission Style (1890–1915); see Arts and Crafts 1950s, Bavinger House, Norman, Oklahoma Beaux-Arts Architecture (1890s–1920s) 1940s–1950s, Solomon Guggenheim Museum New York Wright, Frank Lloyd (1867–1959): 1956–1962, Trans World Airport (TWA) Terminal, New York Saarinen, Eero (1910–1961): Hood, Raymond (1881–1934) and John Mead Howells (1868–1959): 1890s, Biltmore Estate, Asheville, North Carolina; 1890s, Vanderbilt Mansion, “The Breakers,” Newport, Rhode Island; 1893, World’s Columbian Exposition, Chicago; 1895, Metropolitan Museum of Art, New York 1887–1895, Boston Public Library; 1895–1903, Rhode Island State Capitol,; 1906, Morgan Library, New York; 1910, Pennsylvania Station, New York 1897–1911, New York Public Library, New York 1903, Grand Central Station, Providence New York Hunt, Richard Morris (1827–1895): Gamble House, Pasadena, California Goff, Bruce (1904– 1982): Art Deco (1920s–1930s) 1924 Chicago Tribune Tower Chicago McKim, Charles Follen (1847–1909), William Rutherford Mead (1846–1928), and Stanford White (1853–1906): 1929, New York Daily News Building, New York; 1930s, Radio City Music Hall, Rockefeller Center, New York 1930, Chrysler Building, New York Alen, William Van (1883–1954): Carrere, John (1858– 1911) and Thomas Hastings (1860– 1929): 1931, Empire State Building, New York Shreve, Lamb and Harmon: Wetmore, Charles (1866–1941) and Whitney Warren (1864–1943): 1942, First Christian Church, Columbus, Indiana Saarinen, Eliel (1873–1950): 1937, Architect’s House, Lincoln, Massachusetts Gropius,Walter (1883–1969): 1931, Philadelphia Savings Fund Society Building (PSFS), Philadelphia Howe, George (1886–1955) and William Lescaze (1896–1969): 1938, Breuer House I, Lincoln, Massachusetts; 1945, Geller House, Lawrence, Long Greene, Charles Sumner (1868–1957) and Henry Mather Greene (1870–1954): Hood, Raymond (1881–1934): International Style (and Modernism) (1920s–1960s) Arts and Crafts (Bungalow, Craftsman) (1890s–1930s) 1908, Aalto, Alvar (1898– 1976): ● JNIPUFQ©2015 ● Page 80 ● Breuer, Marcel (1902–1981): CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION CHRONOLOGY OF ARCHITECTURE STYLE ARCHITECT Island; 1948, Breuer House II, New Canaan, Connecticut 1946, Farnsworth House, Plano, Illinois; 1951, 860–880 Lake Shore Drive, Chicago; Mies van der Rohe, Ludwig (1886– 1969): 1954, Seagram Building, New York with Philip Johnson, 1946, Kaufman House, Palm Springs, California Neutra, Richard (1892–1970): 1949, “Glass House,” New Canaan, Connecticut; 1978–1983, AT&T Corporate Headquarters, New York 1950s, Yale University Art Gallery, New Haven, Connecticut; 1967–1972, Kimbell Art Museum, Fort Worth, Texas 1952,1960s United Nations Headquarters New York; 1954, Irwin Union Bank, Columbus, Indiana 1968–1974, Christian Science Center, Boston; 1977, Hancock Tower, Boston 1952, Lever House, Johnson, Philip (1906–2005): Kahn, Louis (1901– 1974): Kaufman House, Edgar Kaufmann House, LOCATION 1978, Piazza d’Italia, New Orleans 1960s, Vanna Venturi House, Chestnut Hill, Pennsylvania 1963, Guild House Philadelphia; 1991, Seattle Art Museum, Seattle 1977–1984, World Trade Center Financial Center, New York; 1986–1988, Wells Fargo Center, Minneapolis; 1990, Bank of America Corporate Headquarters, Charlotte, North Carolina; 1998, Petronas Twin Towers, Kuala Lumpur, Malaysia 1980s, New Town Hall, Borgoricco, Italy 1982, Portland Public Service Building, Portland, Oregon; 1990s, Dolphin Resort, Orlando, Florida 1967, Habitat ’67, Saarinen, Eero (1910–1961): 1967 World Exposition, Montreal STYLE ARCHITECT Moore, Charles Willard (1925–1993): Venturi, Robert (1925– ) and Denise Scott Brown (1931– ) Pelli, Cesar (1926– ): Rossi, Aldo (1931– 1997): Graves, Michael (1934– ): Safdie, Moshe (1938– ): Brutalism (1960s–1980s) New York Pei, I. M. (1917– ): 1961–1967, National Center for Atmospheric Research, Boulder, Colorado; Skidmore, Owings & Merrill (Gordon Bunshaft): 1974–1978, East Wing of the National Gallery of Art, Washington, D.C. 1974, Hirshhorn Museum, Washington, D.C. Bunshaft, Gordon (1909–1990): Palm Springs, California 1989, Church of the Light, Ibaraki-shi, Osaka Ando, Tadao (1941): Neutra, Richard (1892–1970): Usonian House (1930s–1960s) 1937, STRUCTURE Niemeyer, Oscar (1907– ) with Le Corbusier, Ranch Style (1930–1970s) 1946, DATE Mill Run, Pennsylvania Wright, Frank Lloyd (1867–1959): Tudor Revival Style (1950s–1970s) POST-MODERNISM AND BEYOND (1960s–2000s) Pei, I. M. (1917– ): Neo-Rationalism (1980s–1990s): See Rationalism 1995, Barcelona Museum of Contemporary Art; 1997, Getty Center, Los Angeles 1999–2003, Kyobo Tower, Seoul, South Korea; 2003–2006, Church of Santo Volto, Turin Meier, Richard (1934– ): Botta, Mario (1943–) Deconstructivism (1980s–2000s) Post-Modern Architecture (1960s–1990s) New York Walt Disney Concert Hall, Los Angeles; AT&T Headquarters, Johnson, Philip (1906–2005) and John Burgee: 1991–2003, 1978–1983, 1993–1997, Guggenheim Museum, Bilbao, Spain 2006, Suzhou Museum, Suzhou, China Pei, I. M. (1917– ): 1989, 1959, Sydney Opera House, Sydney, Australia Utzon, Jorn (1918– ): Wexner Center for the Arts, Ohio State University, Columbus, Ohio ● JNIPUFQ©2015 ● Page 81 ● Gehry, Frank (1929) Eisenman, Peter (1932– ): CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION STYLE ARCHITECT 2001–2005, Casa di Musica, 2004, Seattle Central Library Koolhaus, Rem (1944– ): 1999, Alfred Lerner Hall, Columbia University, New York Tschumi, Bernard (1944– ): 1999, Jewish Museum, Berlin; 2006, Frederic C. Hamilton Addition, Denver Art Museum, Denver, Colorado 1989, Vitra Fire Station, 1993–1998, UFA-Palast, 2005, 2005, Walker Art Center Expansion, M. H. de Young Museum, Porto; CHRONOLOGY OF ARCHITECTURE DATE STRUCTURE LOCATION STYLE ARCHITECT Milwaukee Art Museum, Wisconsin; 2001–2005, “Twisting Torso,” Malmo, Sweden; 2007, Transportation Hub, World Trade Center, (planning) New York Libeskind, Daniel (1946– ): 1969, John Hancock Center, Chicago; Skidmore, Owings & Merrill: Fazlur Khan, Weil-am-Rhein, Germany Hadid, Zaha (1950– ) 1970–1973, Sears Tower, Chicago; Fazlur Khan and Bruce Graham, Dresden Coop Himmelb(l)au: 2009, Burj Dubai United Arab Emirates Adrian Smith 2000, Tate Modern Art Museum renovation, London; 2002–2005 Allianz Arena Munich, Germany Herzog and De Meuron Architekten: Minneapolis; San Francisco Herzog and De Meuron Architekten: Green Architecture (1980s–2000s) Critical Regionalism (1980s–2000s) 1934, Chapel in Tlalpan, outside Mexico City; Barragán, Luis (1902–1988): 1958, Ciudad Satelite, Mexico City with Mathias Goeritz, 1976, Azuma House, Osaka; 1988, Church on the Water, Tomamu; 1989, Church of the Light, Ibaraki-shi, Osaka; 2002, Modern Art Museum, Fort Worth, Texas 1975, Halawa House, Agami, Egypt Ando, Tadao (1941) 1935–1939, Fallingwater, Bear Run, Pennsylvania Wright, Frank Lloyd (1867–1959) 1980, Thorncrown Chapel, Eureka Springs, Arkansas Jones, E. Fay (1921–2004) 1991, Tjibaou Cultural Center, Noumea, New Caledonia Piano, Renzo (1937– ) 1994, Foundation Cartier, Paris Nouvel, Jean (1945– ) El-Wakil, Abdul (1943– ): High-Tech Architecture (1980s–2000s) 1980s, Akasaka Prince Hotel, Tokyo; 1996, Fuji Television Building, Tokyo 1992, London Ark, London Erskine, Ralph (1914–2005): 1986, Hongkong and Shanghai Bank, Hong Kong Foster, Norman (1935– ): 1970s, Pompidou Center, Paris Piano, Renzo (1937– ) and Richard Rogers (1933– ): 2002–2003, design for World Trade Center, New York Libeskind, Daniel (1946– ): 1992, Montjuic Communications Towers, Olympic Games, Barcelona; 2001, Quadracci Pavilion, Milwaukee, Tange, Kenzo (1913–2005): 1 PETER 1:6-7 NEW KING JAMES VERSION (NKJV) 6 In this you greatly rejoice, though now for a little while, if need be, you have been grieved by various trials, 7 that the genuineness of your faith, being much more precious than gold that perishes, though it is tested by fire, may be found to praise, honor, and glory at the revelation of Jesus Christ Calatrava, Santiago (1951– ): ● JNIPUFQ©2015 ● Page 82 ● STRUCTURES AND MATERIALS DATE STRUCTURE LOCATION STRUCTURES AND MATERIALS STYLE ARCHITECT DATE STRUCTURE LOCATION c. 7000 BC c. 6500 BC c. 2600 BC c. 2000 BC ARCHITECT western Turkey Mohenjo Daro, Indus Valley Civilization Indian Architecture Sumerian Ancient Near Eastern Architecture Neo-Babylonian AD 211 Baths of Caracalla, Rome Ancient Roman AD 425 Galla Placidia Mausoleum, Ravenna Early Christian Architecture AD 546 San Vitale, Ravenna Byzantine 1200s Great Mosque of Djenne, Mali Islamic Architecture 1450s Taos Pueblo New Mexico Native American Architecture 1891 Wainwright Building, 1903 Amsterdam Stock Exchange 1906–1909 Frederick C. Robie House, 1911 Fagus Shoe Factory, Renaissance Architecture Brunelleschi, Filippo (c. 1377– 1446): c. 2665 BC Funerary Complex of Djoser, Saqqara Ancient Egyptian Architecture 1295–1186 BC Great Temple of Amun, Karnak Ancient Egyptian Architecture c. 518–460 BC Palace of Darius at Persepolis, Iran Ancient Near Eastern Architecture 447–438 BC Parthenon, Acropolis, Athens Ancient Greek Architecture c. 425 BC Temple of Athena Nike, Acropolis, Athens Ancient Greek Architecture 1560s, Villa Rotonda, Vicenza Renaissance Architecture Palladio, Andrea (1508–1580): 1650s, Saint Peter’s piazza, Rome Baroque Architecture Bernini, Gian Lorenzo (1598– 1680): 1755–1792, Church of SainteGenevieve, Paris Neo-Classical Architecture Soufflot, JacquesGermain (1713– 1780): 1803–1820s, United States Capitol, Washington, D.C. Neo-Classical Architecture Latrobe, Benjamin (1764–1820): Sullivan, Louis (1856–1924): Arch Berlage, Hendrick Petrus (1856–1934): c. 3100 BC Skara Brae, village, Orkney Islands, Scotland Prehistoric Architecture Chicago Wright, Frank Lloyd (1867–1959): 1250 BC Lion Gate, Mycenae, Greece Ancient Aegean Architecture Alfeld an der Leine, Germany Gropius,Walter (1883–1969) and Adolf Meyer: late 100s BC Pont du Gard, Nimes, France Ancient Roman Architecture AD 100s Market of Trajan, Rome Ancient Roman Architecture AD 211 Baths of Caracalla, Rome Ancient Roman Architecture AD 310 Basilica of Maxentius and Constantine, Rome Ancient Roman Architecture Prehistoric Architecture late 600s Santa Maria de Quintanilla de las Vinas, Burgos, Spain Early Medieval Architecture Prehistoric 785, Great Mosque at Spain Islamic St. Louis 1947–1949 Baker House, MIT, Boston Aalto, Alvar (1898– 1976): 1963 Guild House Philadelphia Venturi, Robert (1925– ): Stone c. 3100 BC Skara Brae, village, 3100–1500 BC Stonehenge, England Prehistoric Architecture Stonehenge, England Column Ancient Near Eastern Architecture Ishtar Gate, Florence Cathedral dome 3100–1500 BC Ancient Near Eastern Architecture Catal Huyuk, Ziggurats, Post-and-Lintel Ancient Near Eastern Architecture Jericho c. 575 BC 1420s STYLE Architecture Brick Orkney Islands, Scotland ● JNIPUFQ©2015 ● Page 83 ● STRUCTURES AND MATERIALS DATE STRUCTURE LOCATION Cordoba STRUCTURES AND MATERIALS STYLE ARCHITECT Architecture DATE 2000, Pantheon, Rome 1930s, Kaufmann House, Mill Run, Pennsylvania Wright, Frank Lloyd (1867–1959): 1903, Apartment at 25 bis Rue Franklin, Paris Perret, Auguste (1874–1954): 1931, Stadio Artemia Franchi, Florence; Nervi, Pier Luigi (1891–1979): 1959, Palazzetto dello Sport, Rome 1958, Xochimilco Restaurant, Mexico City Candela, Felix (1910–1997): 1973, Sydney Opera House, Sydney Utzon, Jorn (1918– ): 2000 Millennium Dome London Rogers, Richard (1933– ) and Buro Happold: Gaudí, Antoni (1852–1926): Concrete 1937, , Golden Gate Bridge San Francisco Strauss, Joseph (1870–1938): 1960s, St. Louis Gateway Arch, Missouri Saarinen, Eero (1910–1961): AD 118–125 Acropolis, Pantheon, Athens Rome Ancient Roman Architecture ARCHITECT Rogers, Richard (1933– ): AD 118–125 Barcelona mid-400s BC STYLE London Cathedral of Sagrada Familia, Ancient Greek Architecture LOCATION Millennium Dome, 1884, Marble STRUCTURE Ancient Roman Architecture 1200s Abbey at Montecassino, Italy Romanesque Architecture 1632–1648 Taj Mahal, Agra Indian Architecture “Marble House,” Newport, Rhode Island Beaux-Arts Architecture Rome Ancient Roman Architecture Wood Pantheon, AD 711 Buddhist Shrine, Horyu-ji, Japan Renaissance Architecture 1125–1150 Borgund Stave Church, Sogn, Norway 1368–1644 Forbidden City Complex, Beijing 1779, Severn River Bridge, Coalbrookdale, England Darby, Abraham III (1750–1791): 1851, Crystal Palace, London Exhibition Paxton, Joseph (1801–1865): Labrouste, Henri (1801–1875): 1888–1892, Hunt, Richard Morris (1827–1895): Dome AD 118–125 1505–1650s Saint Peter’s Church, Rome 2002, Oklahoma State Capitol Oklahoma City 1420s, Florence Cathedral dome Renaissance Architecture Brunelleschi, Filippo (c. 1377– 1446): Cast Iron 1560s, Villa Rotonda, Vicenza Renaissance Architecture Palladio, Andrea (1508–1580): 1720s, Chiswick House, West London Neo-Classical Architecture Boyle, Richard (1695–1753): 1840s, Reading Room, Bibliotheque Sainte-Genevieve, Paris 1770s, Monticello, Charlottesville, Virginia Neo-Classical Architecture Jefferson, Thomas (1743–1826): 1860s Opera Paris 1889 Eiffel Tower Paris Eiffel, Gustav (1832– 1923): Latrobe, Benjamin Henry (1764–1820): 1880s Marshall Field Warehouse, Chicago Richardson, Henry Hobson (1838– 1886): Glass 1851, Crystal Palace, London Exhibition Paxton, Joseph (1801–1865): 1938, Architect’s House, Lincoln, Gropius,Walter Neo-Classical Architecture 1803, United States Capitol, Washington, D.C. begun 1959, Palazzetto dello Sport, Rome Nervi, Pier Luigi (1891–1979): 1945, Dymaxion House, Henry Ford Museum, Dearborn, Michigan; Fuller, Richard Buckminster (1895– 1983): 1960s, Geodesic Dome, Expo ’67, Montreal ● JNIPUFQ©2015 ● Page 84 ● Beaux-Arts Architecture Garnier, Charles (1825–1898): STRUCTURES AND MATERIALS DATE 1949, STRUCTURE Glass House, LOCATION STRUCTURES AND MATERIALS STYLE ARCHITECT Massachusetts (1883–1969): New Canaan, Connecticut Johnson, Philip (1906–2005): Steel 1860s–1880s, Brooklyn Bridge, New York Roebling, John Augustus (1806– 1869) and Washington Augustus Roebling (1837–1926): 1902, Flatiron Building, New York Burnham, Daniel (1846–1912): 1967, Geodesic Dome, Expo ’67, Montreal Fuller, Richard Buckminster (1895– 1983): 1990s, Guggenheim Museum, Bilbao, Spain Gehry, Frank (1929– ): Leiter II Building, Chicago; 1996, Petronas Twin Towers 1986, Hongkong and Shanghai Bank, Hong Kong Foster, Norman (1935– ): 1931, Empire State Building, New York Shreve, Lamb and Harmon: 2009, Burj Dubai, United Arab Emirates Skidmore, Owings & Merrill: New York Pelli, Cesar (1926– ): GREEK 4 METHODS OF WALLING SURFACE FINISHES Polygonal Mycenae Masonry constructed w/ stones having polygonal faces. Curvilinear 7 Century Rectangular 5TH Century 1880s, Chicago 1891, Wainwright Building, St. Louis; Sullivan, Louis (1856–1924): 1899, Carson Pirie Scott Department Store, Chicago early 1900s, Woolworth Building, New York Gilbert, Cass (1859– 1934): 1952–1956, , Price Tower Bartlesville, Oklahoma Wright, Frank Lloyd (1867–1959): 1930, , Chrysler Building New York Alen, William van (1883–1954): New York World Trade Center Jenney, William Le Baron (1832–1907): Richardson, Henry Hobson (1838– 1886): Seagram Building Yamasaki, Minoru (1912–1986): 1973 Masonry made-up of huge stone blocks laid mortar Marshall Field Warehouse, 1950s ARCHITECT 1969): Tirynus Chicago Philadelphia STYLE Cyclopean Manhattan Building, Philadelphia Savings Fund Society Building, LOCATION DESCRIPTION 1891, 1931, STRUCTURE PERIOD Skyscraper 1891, DATE Howe, George (1886–1955) and William Lescaze (1896–1969): METHOD TH Block of stone cut into rectangular shapes. 1 CORINTHIANS 1:27-29 NEW KING JAMES VERSION (NKJV) 27 But God has chosen the foolish things of the world to put to shame the wise, and God has chosen the weak things of the world to put to shame the things which are mighty; 28 and the base things of the world and the things which are despised God has chosen, and the things which are not, to bring to nothing the things that are, 29 that no flesh should glory in His presence. Johnson, Philip (1906–2005) and Ludwig Mies van der Rohe(1886– ● JNIPUFQ©2015 ● Page 85 ● INTERCOLUMNIATION STYLE ARRANGEMENT OF GREEK TEMPLES DIST ILLUSTRATION PYCONSTYLE (Tight-Columned) 1.50  SYSTYLE (Close-Columned) 2.00  EUSTYLE (Well-Columned) 2.25  3.00  4.00  DIASTYLE (Broad-Columned) ARAEOSTYLE (Light-Columned) ROMAN CONCRETE WALLS Opus Quadratum  Made up of rectangular blocks of stone with or w/ out mortar joints but frequently secured with dowels and cramps.  Masonry of squared stones in regular ashlar course Opus Incertum  Made up of small stones laid in a loose pattern roughly assembling the polygonal work.  Masonry formed of small rough stones set irregularly in mortar, sometimes traversed by beds of bricks or tiles Opus Recticulatum  Fine joints were in diagonal lines like the meshes of a net.  Backed by a concrete core, formed of small pyramidal stones with their points embedded in the wall, their exposed square bases, set diagonally, forming a net-like pattern Opus Testaceum  Triangular bricks (plan) specially made for facing the walls. Opus Mixtum  Consisted of bands of “tufa” introduced at intervals in the ordinary brick facing or alteration of rectangular blocks with small squared stone blocks. Formed from mix of wall surfaces Opus Sectile  Any mosaic of regularly cut material  A form of opus sectile having geometric pattern formed with few colors such as black and white, or dark green and red 1 column Henostyle 4 columns Tetrastyle 7 columns Heptastyle 10 columns Decastyle Opus Alexandinum 2 columns Distyle 5 columns Pentastyle 8 columns Octastyle 12 columns Dodecastyle  A mosaic of tessera arranged in waving lines resembling the form or tracks of a worm 3 columns Tristyle 6 columns Hexastyle 9 columns Enneastyle Opus Vermiculatum TWO WAYS OF DESCRIBING TEMPLES: (rectangular) a) According to the number of columns on the entrance front. b) By the arrangement of the exterior columns of the temple in relation to naos as below: ● JNIPUFQ©2015 ● Page 86 ● EGYPTIAN STRUCTURES (simplicity, monumentality, solidity or massiveness)/ (post & lintel; columnar or trabeated) STRUCTURE DESCRIPTION Mastaba Flat top or tapered solid temple Pyramids 4 sides facing the cardinal points; Tomb of Pharaohs; built by 100 men in 100 years Rock-Cut Tombs or Rock-Hewn Tombs Tombs of Nobility; Tombs hewn out of native rock, presenting only an architectural front with dark interior chambers Mortuary Temple Built in honor of Pharaohs; Temples for offerings and worship of deceased person, usually a deified king Cult Temple Temple devoted to the worship of divinity; Built for the worship of gods Obelisks Tall, monumental, sour-sided stone shaft tapering to a pyramidal tip; Mostly covered with hieroglyphs; Originally erected as cult symbol to the sun god, Heliopolis Height is usually 9-10 times the size of the base Sphinx A mystical monster with a body of a lion and head of a man (androsphinx), head of a hawk (heirasphinx); head of a ram (criosphinx) Pylon Massive sloping towers fronted by an obelisk known as gateways STRUCTURE LOCATION ARCHITECT/BUILDER DESCRIPTION Mastaba of Thi Sakkara Thi Well preserved and has been restored. Thi held the position of Royal Architect and manager of pyramids Step Pyramid of Zoser or Djoser Saqqara Imhotep Oldest surviving masonry building structure in the world; 62m high Meidum Sneferu 92m high, First ground pyramid to have above ground burial chamber; originally a 7-step pyramid Bent Pyramid of Sneferu Dahshur (First – Meydum) Sneferu 105m high; First pyramid to use limestone casting 54 degrees on the lower portion and shifts to 42 degrees halfway to make the pyramid light and prevent it from collapsing Red Pyramid of Sneferu (Shining Northern Pyramid) Dahshur Sneferu 104m high; made from reddish limestone used to build most of its core Great Pyramid at Giza (Pyramid of Khufu or Cheops) Giza Khufu Height: 146.64m (Now 137.20m); Base: 230.25m 2 times the area of St. Peter’s Basilica in Rome Pyramid of Khafra or Chephren Giza Khafra Height: 143.50m (Now 136.40m); Base: 215.50m Pyramid of Menkaure or Mykerinos Giza Menkaure Kharnak Rameses III (Original) Taharqo (Modifed) Ptolemy III Euergetes (Gateway) Nectanebo I (Hypostyle Hall) East Bank of the Nile River Amenhotep III (Built) / Tutankhamun & Hormheb (Completed) Rameses II (Added) The temple has been in almost continuous use as a place of worship right up to the present day. During the Christian era, the temple’s hypostyle hall was converted into a Christian church, and the remains of another Coptic church can be seen to the west. Then for thousands of years, the temple was buried beneath the streets and houses of Luxor. Eventually the mosque of Sufi Shaykh Yusuf Abu al-Hajjaj was built over it. This mosque was carefully preserved when the temple was uncovered and forms an integral part of the site today. Kharnak, Thebes Thutmosis II (Chapels) / Seti I / Ramesses II The grandest of all Egyptian temples, was not built upon one complete plan but owes its size, disposition and magnificence to the work of many Kings, built from the XIIth Dynasty to the Ptolemaic period . Great Temple of Abu-Simbel Nubia Amenemhat I / Rameses I to IV It is one of the rock- hewn temples at this place commanded by the indefatigable Rameses II. An entrance forecourt leads to the imposing façade, 36 m ( 119 ft. ) wide and 32 m (105 ft.) high formed as pylon, immediately in front of which are four rock-cut seated colossal statues of Rameses, over 20 m (65 ft.) high. Temple of Queen Hatshepsut Mt. Deir-El-Bahri West Bank of the Nile Senenmut Meidum Pyramid of Sneferu Temple of Khonsu Temple of Luxor Temple of Amon, Karnak Mammisi Temple Nectanebo II Height: 65.50m (Now 61.00m); Base: 103.40m An example of an almost complete New Kingdom temple Peristyle Court bordered with 28 columns Taharqo added a porch of 4 rows of 5 papyrus-shaped columns in front of the temple’s pylon One of the “incomparable monuments of ancient Egypt” The temple was the site of the massacre of 62 people, mostly tourists, by Islamist extremists that took place on 17 November 1997 “Birth House”; Became the prototype of the Greek Doric Temples ● JNIPUFQ©2015 ● Page 87 ● GREEK STRUCTURES [(1) simplicity & harmony, (2) purity of lines, (3) perfection of proportions, (4) refinement of details] AGEAN STRUCTURE LOCATION STYLE DESCRIPTION Minoan Palace First Excavation, 1878, Minos Kalokairinos (West Magazines) March 1900 to 1931, Sir Arthur Evans (whole of Knossos) Palace of Minos, Knossos Heraklion, Crete Aegean Lion Gate (Palace of Argamemnon) Mycenae Conglomerate Ashlar Treasury of Atreus (Tomb of Argamemnon) Panagitsa Hill, Mycenae Tholos (beehive-corbelled domed stone vault) LOCATION ARCHITECT MASTER SCULPTOR Athens Ictinus & Kallikrates Phidias Agrigentum Libon of Elis Bassae Iktinos Doric, Ionic, Corinthian, Peripteral, Hexastyle Athens (Acropolis) Kallikrates Ionic, Amphi-Prostyle, Tetrastyle Athens Menisicles Phidias Ionic, Apteral, Irregular Plan, No side colonnades Ephesus Deinocrates Under the time of Alexander the Great. Scopas Hellenestic temple, Ionic, Dipteral, Octastyle The Choragic Monument of Lysicrates Athens Lysicrates (choregos) The Olympion Athens Cossutius Tower of the Winds (Horologion of Andronikos Kyrrhestes) Athens The Lion Gate is main entrance to citadel of Mycenae, located in NW wall of the fortress. Gateway: 3.10 m. high and 2.95 m. wide at base. Lintel: 4.50 m long, 1.98 m. wide and 0.80 m. thick at center. Largest and the best preserved of the nine tholos tombs in Mycenae. The most architecturally advanced structure buit by the Mycenean Civilization It brings new concepts, such as corbelled vaults held together by a single keystone, and it was the firt structure built without using columns or any support like that. HELLENIC STRUCTURE The Parthenon 447 BC to 432 BC The Temple of Zeus Olympus 460 BC Temple of Apollo Epicurius Temple of Nike Apteros The Erectheion 421BC to 406 BC The Temple of Arthemis BUILDER STYLE Doric, Peripteral, Octastyle Rebuider: Cossutius (Roman Architect) Doric, Pseudo-Peripteral, Heptastlye Corinthian Antiochus Epiphanes Corinthian, Dipteral, Octastyle Andronicus of Cyrrhus Octagonal Structure DESCRIPTION Dedicated to the goddess Athena, largest Greek Temple. 2nd largest Doric Greek temple Uses “Atlantes “, carved male figure. 104 Columns Dedicated to Apollo Epikourios Dedicated to the “wingless victory“ Forms the imposing entrance to the Acropolis. Uses “caryatid porch “(South Porch) Uses “Egg & tongue “or “Egg & Dart “ornament. One of the seven wonders of the world, Center of Pan – Ionic festival of the Asiatic Colonies. A type of monument erected to support a Tripod, as a prize for athletic exercises or musical competitions in Greek festival. Known as the Horologium of Andronikos Cyrhestes, Clepsydra or water-clock internally, sundial externally. Where famous Choragic competitions took place during the Panathenaic festivals, prototype of all Greek temples. The Theater Of Dionysus Athens Considered to be the prototype of all Greek theaters & accommodating almost 18,000 spectators. The Theater of Epidaurus Propylaea of Athens Epidaurus Polykleitus the Younger Athens (Acropolis) Mnesicles Most beautiful & preserved Greek Temple. Pericles ● JNIPUFQ©2015 ● Page 88 ● forms the imposing entrance to Acropolis ROMAN STRUCTURES [(1) vastness & magnificence, (2) ostentation & ornateness] TYPE FORUM STRUCTURE / EXAMPLES LOCATION Forum Romanum in the small valley between the Palatine and Capitoline Hills Temple of Fortuna Virilis (Temio di Portuno) Forum Boarium, Rome Temple of Mars Ultor Forum of Augustus, Rome Temple of Diana Aventine Hill, Nimes Temple of Vespasian Rome, Italy Temple of Jupiter Spalato Temple of Saturn (Templum Saturni or Aedes Saturnus) Forum Romanum, Rome, Italy An ancient building in Rome, Italy, the main temple dedicated to the god Portunus in the city. It is in the Ionic order with pronaos portico The focal point of Roman military strategy. Corinthian order. 127 Ionic Columns Cherisphron Corithian Order, Hexastyle and prostyle Titus and Domitian The most important temple in Ancient Rome, located on the Capitoline Hill. Tarquinis Superbus Hadrian Maison–Carrée (Square House) Nimes, France 82 feet (25 metres) long by 40 feet (12 metres) wide and is one of the most beautiful monuments built in Gaul by the Romans. It houses a collection of Roman sculpture and Classical fragments. The Maison Carrée is an elevated, rectangular, hexastyle, pseudo-peripteral Roman temple of the Corinthian order. Agrippa (Builder) Temple of Vesta Rome, Italy Temple of Venus Baalbek, Lebanon The Pantheon Rome, Italy Trajan’s Basilica Rome, Italy Basilica of Constantine Forum Romanum, Rome, Italy Also known as Basilica of Maxentius or Basilica Nova Baths of Caracalla (Terme di Caracalla) Rome, Italy Second Largest, 1,600 bathers Thermae of Diocletian Baths of Titus GENERAL Used as Hippodrome; Site of Triumphal Processions; venue for public speeches, criminal trials and gladiatorial matches, and the nucleus of commercial affairs Rome BASILICAS THERMAE “Thermae” meant properly arm springs or baths of warm water It was for centuries the center of Roman public life: the site of triumphal processions and elections; the venue for public speeches, criminal trials, and gladiatorial matches; and the nucleus of commercial affairs. Ancient Rome's largest religious structure was built at the end of the Forum Romanum, near the Colosseum. Designed by Emperor Hadrian in 135 AD, this temple measured an impressive 100 meters by 145 meters. The building contained two cellae (sanctuaries) with statues of the goddesses, each located at one side of the temple. Temple of Venus CIRCULAR & POLYGONAL TEMPLES ARCHITECT The site of the first gladiatorial contest at Rome Forum Boarium RECTANGULAR TEMPLES DESCRIPTION Rome, Italy Rome, Italy Used Pseudo – Peripteral ( half col. Attached to the naos wall, raised in a “ podium”, oriented towards the south. Roman temples were turned to all parts of the compass, their orientation governed by their relationship to other buildings, especially as many temples were often placed facing onto civic spaces such as the forum. The most sacred shrine & source of Roman life & power. The Temple of Venus has six columns that probably once supported a dome. It is carved everywhere with niches, sculptures (now lost) and other elegant decorations. derived from the temples of the Greeks & the Etruscans w/c became the prototype of the Christian baptistery. Most famous & perfect preservation of all ancient buildings in Rome. It was now converted into a Christian church named Sta. Maria Rotonda. Apollodorus of Damascus Largest, Grandest with 3,000 bathers Mural Designs by Famullus (or Fabullus) ● JNIPUFQ©2015 ● Page 89 ● Maxentius, Constantine I halls of justice or Assembly hall Septimius Severus Commissioned by Maximian Titus Large Imperial Baths Tepidarium warm room Calidarium hot room, or with hot water bath Frigidarium cooling room Sudatorium moist steam bath Laconium dry sweating room (sauna) Apodyteria dressing room ROMAN STRUCTURES [(1) vastness & magnificence, (2) ostentation & ornateness] TYPE STRUCTURE / EXAMPLES LOCATION DESCRIPTION ARCHITECT (Thermae Titi) Thermae of Grippa BALNEUM Hadrian’s Villa Summer Bath Theater of Marcellus Rome, Italy Tivoli, Italy One of the most striking and best preserved parts of the Villa are a pool and an artificial grotto which were named Canopus and Serapeum, respectively. Canopus was an Egyptian city where a temple (Serapeum) was dedicated to the god Serapis. However, the architecture is Greek influenced (typical in Roman architecture of the High and Late Empire) as seen in the Corinthian columns and the copies of famous Greek statues that surround the pool. Rome, Italy The largest and most important theatre in Rome. The largest and most important theatre in Rome. The theatre had a capacity of between 15,000 to 20,500 spectators and its semicircular travertine façade originally had two tiers, each composed of 41 arches. The lower tier had Doric columns, the second tier Ionic and the top attic probably carried Corinthian pilasters. THEATERS / ODEION for physical exercise Unctuaria place for oils & perfumes Spaeresteriu m game room private bath in Roman palaces & houses containing 1. Tepidarium 2. Calidarium 3. Frigidarium Open-air theatre built from level ground, richly decorated outer facade with a colonnade gallery and vaulted entrances for the public. Roman theaters were built up by means of concrete vaulting, supporting tiers of seats; it was restricted to a semicircle. One of the finest remains of the Roman Empire and, as such, has been designated a UNESCO World Heritage site. It is, in fact, the best preserved theatre in the whole of Europe. Theater Orange GENERAL Palaestra The elliptical building is immense, measuring 188m by 156m and reaching a height of more than 48 meters (159 ft). The magnificent structure was clad in marble and 160 larger-than-life statues graced the arches on the upper floors. AMPHITHEATERS / COLOSSEUM The Colosseum could accommodate some 55,000 spectators who entered the building through no less than 80 entrances. Above the ground are four stories, the upper story contained seating for lower classes and women. The Colosseum (Flavian’s Amphitheatre) Commenced by Vespasian & completed by Domitian. Circular, semi-circular or elliptical auditorium in which a central arena Is surrounded by rising tiers of seats. Circus is a roof-less enclosure for chariot or horse racing and for gladiator shows and usually In oblong shape The lowest story was preserved for prominent citizens. Below the ground were rooms with mechanical devices and cages containing wild animals. The cages could be hoisted, enabling the animals to appear in the middle of the arena. The Circus Maximus was a massive arena accommodating 250,000 spectators and providing various games, horse and chariot races Circus Maximus TRIUMPHAL ARCHES TOWN GATEWAYS Recovery of the eagle standards (Aquila) that had been lost to Germanic tribes by Varus in 9. Arch of Tiberius Orange, France Arch of Titus Rome, Italy Capture of Jerusalem Arch of Septimius Severus Rome, Italy Victories against the Parthians Arch of Constantine Rome, Italy Triumphs over Maxentius Porta Nigra Treves Part of the city walls and is one of the best preserved of such gateways. The structure, 115 ft. wide and 95 ft. high at its highest part, has a double ● JNIPUFQ©2015 ● Page 90 ● Function is to commemorate imperial victories with reliefs, inscriptions and statues As a protective wall & commemorative monument. As a ornamental portals to forum or market places. ROMAN STRUCTURES [(1) vastness & magnificence, (2) ostentation & ornateness] TYPE STRUCTURE / EXAMPLES LOCATION PILLARS OF VICTORY OR MONUMENTAL COLUMNS PALACES DESCRIPTION archway defended by portcullises and leading to an unroofed court which could be defended against besiegers. The facade has storeys of roughly executed and unfinished Tuscan Orders. AND ARCHWAYS Port S. Andre Autun An unusual gateway with four archways—two for carriages and two for foot-passengers—surmounted by an arcaded gallery, decorated by Ionic pilasters, connecting the ramparts on either side. There is another gateway in Autun, similar in design except that the pilasters to the arcaded gallery are Corinthian. Trajan’s Column Rome It is a Roman Doric Column, entirely of marble, w/ a total ht. of 115 ft. 7 inches & a shaft 12 in. Diameter w/ a spiral staircase. Rostral Columns Rome Frequently erected in the time of the Emperors to celebrate naval victories, and took their name from the rostra ,or rows of captured ships. Palace of Diocletian Spalato largest palace & often called “ a city in a house” covered a total of 8 acres, almost the size of Escorial, Spain. Golden House of Nero (Domus Aurea) Rome This palace contained 300 rooms and featured stuccoed ceilings set with semi-precious stones and layers of ivory and gold leaf. There was even a rotating ceiling. Was demolished and the Roman Colosseum was built on this site. ARCHITECT GENERAL Arch built at main street intersection w/c were collonaded. Gateways were sometimes added either at the ends or in the centre of bridges as at the Roman bridge, Alcantara, which has a portal over the central pier. A column built in honor of a naval triumph, ornamented with the rostra or prows of ship Use to house the Emperors. Ostium Center of family apartments. The type of house occupied by the upper classes and some wealthy freedmen during the Republican and Imperial eras. ROMAN HOUSES DOMUS (Private House) VILLA The rooms of the Pompeian domus were often painted in one of four styles:  the first style imitated ashlar masonry,  the second style represented public architecture,  the third style focused on mystical creatures, and  The fourth style combined the architecture and mythical creatures of the second and third styles. a luxurious country house with surrounding terraces and gardens, colonnades, palasestae theaters, & thermae. ● JNIPUFQ©2015 ● Page 91 ● Small opening Vestibulum Main entrance hall Fauces Corridor from main door to atrium Tabernae Shops on outside, facing the street Atrium Large central hall (most important part) Compluvium Square roof opening in which rainwater could come, draining inwards from the slanted tiled roof Impluvium a drain pool, a shallow rectangular sunken portion of the Atrium to gather rainwater, which drained into an underground cistern Tablinum Living room / study or office for the dominus Triclinium Dining room with recliners Alae Open rooms on each side of the atrium Cubiculum Bedroom Cullina Kitchen Posticum Servants’ entrance Peristylium Small garden Piscina Fish pond Exedra Large communal dining room or a lounge Lararium A small shrine to the household gods Villa Urbana a country seat that could easily be reached from Rome (or another city) for a night or two ROMAN STRUCTURES [(1) vastness & magnificence, (2) ostentation & ornateness] TYPE STRUCTURE / EXAMPLES LOCATION DESCRIPTION ARCHITECT GENERAL (Country House) Villa Rustica Many storeyed tenements also called “Workmen’s Dwelling”. A kind of apartment building that housed most of the urban citizen population of ancient Rome, including ordinary people of lower- or middleclass status (the plebs) INSULA (Apartment Block) AQUEDUCTS Pont Du Gard (Gard Bridge) Nimes The bridge is part of the Nîmes aqueduct, a 50 km-long (31 mi) structure built by the Romans to carry water from a spring at Uzès to theRoman colony of Nemausus (Nîmes). Pons Sublicius Rome The earliest known bridge of ancient Rome, made entirely of wood An economically and strategically important bridge in the era of the Roman Empire and was the site of the famousBattle of Milvian Bridge. BRIDGES OR PONS Pons Mulvius Rome In 2000s, the bridge began attracting couples, who use a lamppost on the bridge to attach love padlocks as a token of love. Bridge of Augustus Channel for supplying Water Often underground but treated architecturally on high arches when crossing valleys or low ground Ancus Marcius Gaius Claudius Nero Rimini Made to compliment the lavish Baroque facade Maderno designed for St. Peter's Basilica. The Maderno fountain was built on the site of an earlier fountain from 1490, and used the same lower basin. The Bernini fountain was added a half-century later. Carlo Maderno (1614) and Gian Lorenzo Bernini (1677) A masterpiece of Baroque sculpture, representing Triton, half-man and half-fish, blowing his horn to calm the waters, following a text by the Roman poet Ovid in the Metamorphoses. Gian Lorenzo Bernini Piazza Navona A grand theater of water – it has three fountains, built in a line on the site of the Stadium of Domitian. The fountains at either end are by Giacomo della Porta; the Neptune fountain to the north, (1572) shows the God of the Sea sparing, an octopus, is surrounded by tritons, sea horses and mermaids. At the southern end is La Fontana del Moro, a figure either of an African (a Moor) or of Neptune wrestling with a dolphin. In the center is the Fontana dei Quattro Fiumi, (The Fountain of the Four Rivers) (1648–51), a highly theatrical fountain by Bernini, with statues representing rivers from the four continents; the Nile, Danube, Plate River and Ganges. Over the whole structure is a 54-foot (16 m) Egyptian obelisque, crowned by a cross with the emblem of the Pamphili family, representing Pope Innocent X, whose family palace was on the piazza. Giacomo della Porta & Gian Lorenzo Bernini Trevi Fountain The largest and most spectacular of Rome's fountains, designed to glorify the three different Popes who created it. It was built beginning in 1730 at the terminus of the reconstructed Acqua Vergine aqueduct, on the site of Renaissance fountain. It was the work of architect Nicola Salvi and the successive project of Pope Clement XII, Pope Benedict XIV and Pope, whose emblems and inscriptions are carried on the attic story, entablature and central niche. The central figure is Oceanus, the personification of all the seas and oceans, in an oystershell chariot, surrounded by Tritons and Sea Nymphs. Leon Battista Alberti. Fountains of St. Peter's Square Triton Fountain FOUNTAINS the farm-house estate permanently occupied by the servants who had charge generally of the estate Piazza Barberini ● JNIPUFQ©2015 ● Page 92 ● Simple, solid & practical construction designed to resist the rush of water. THE KEY HOUSING AGENCIES AGENCY HUDCC Housing and Urban Development Coordinating Council (EO90) NHA National Housing Authority HGC Home Guaranty Corporation (formerly HIGC) HLURB Housing and Land Use Regulatory Board (formerly Human Settlement Regulatory Commission) NHMFC National Home Mortgage Finance Corporation HDMF Home Development Mutual Fund SHFC Social Housing Finance Corporation (EO273) URBAN LAND USE MAP COLORS FUNCTION CATEGORY  An office mandated to coordinate and supervise the government’s housing agencies. It is also tasked in monitoring the performance of the housing sector, and involved in policy formations. The highest policy-making and coordinating office on shelter programs.  The National Housing Authority is the sole government agency engaged in direct shelter production focused on providing housing assistance to the lowest 30% of urban income-earners through slum upgrading, squatter relocation, development of sites and services, and construction of core housing units.  Undertakes programs for the improvement of blighted urban areas and provides technical assistance for private developers undertaking low-cost housing projects.  HGC mobilizes all necessary resources to broaden the capital base for the effective delivery of housing and other related services, primarily for the low-income earners through a viable system of credit insurance, mortgage guarantee, and securities.  HLURB is the sole regulatory for housing and land development.  Ensures rational land use for the equitable distribution and enjoyment of development benefits.  Charged with encouraging greater private sector participation in low-cost housing through liberalization of development standards, simplification of regulations, and decentralization of approvals for permits and licenses.  Extends comprehensive and productive planning assistance to provinces, cities, and municipalities toward the formulation of Comprehensive Land Use Plans (CLUPs).  A national government agency tasked as the planning, regulatory and quasi-judicial body for land use development and real estate and housing regulation. These roles are done via a triad of strategies namely, policy development, planning and regulation.  NHMFC is the major government home mortgage institution.  Initial main function is to a viable home mortgage market, utilizing long-term funds principally provided by the Social Security System, the Government Service Insurance System, and the Home Development mutual Fund to purchase mortgages originated by both public and private institutions that are within government-approved guidelines.  Charged with the development of a system that will attract private institutional funds into long-term housing mortgages.  HDMF focuses on the administration of a nationwide provident fund for the government’s housing program, and formulates other investment strategies relative to housing as well as improve its collection efficiency.  (more commonly known as the Pag-Ibig Fund)  The lead agency to undertake social housing programs that will cater to the formal and informal sectors in the low-income bracket and shall take charge of developing and administering social housing program schemes, particularly the Community Mortgage Program (CMP) and the Amortization Support and Developmental Financing Programs of the Abot-Kaya Pabahay Fund (AKPF) RESIDENTIAL By dwelling type COMMERCIAL Wholesale, Retail (Gen. Merchandise), Services (Auto Repair, Hotels, etc.) INDUSTRIAL Manufacturing, Fabricating, Assembly, Industries, etc. INSTITUTIONAL Schools, Church, Protective Services, Government Buildings, etc. PARKS/PLAYGROUNDS Golf Courses, Race Tracks, Country Club, etc. INFRASTRUCTURE/ UTILITIES Railroad, Land Transport, Water Transport, Air Transport, etc. BUILT-UP AREAS Cluster of at least 10 structures or if activity occupies sizable land COLOR YELLOW RED VIOLET BLUE GREEN GRAY YELLOW AGRICULTURE Cropland, Riceland, etc. LIGHT GREEN AGRO-INDUSTRIAL Piggery, Poultry LIGHT VIOLET FOREST Production Forest, Wildlife, Watershed, National Parks DARK GREEN MINING/QUARRYING BROWN GRASSLAND/PASTURE OLIVE GREEN SWAMPLAND/MARSHES AQUA OTHER LAND USE Cemeteries, Dumpsite, Landfill, Reclamation, Idle Vacant Lots, etc. ● JNIPUFQ©2015 ● Page 93 ● APPROPRIATE COLORS FIVE POINTS OF MODERN ARCHITECTURE IMAGE OF A CITY ELEMENTS OF HUMAN SETTLEMENT By Le Corbusier (Charles Edouard Jeanneret) by Kevin Lynch by Constantinos Apostolou (CA) Dioxadis POINTS DESCRIPTION Pilotis Reinforced concrete stilts that lifted the bulk of the structure off the ground Free Facade Non-supporting walls that could be designed as the architect wished Open Floor Plan The floor space was free to configure into rooms without concern for supporting walls. Ribbon Windows (Uninterrupted Views) Long strips of ribbon windows that allow unencumbered views of the large surrounding yard Roof Garden To compensate for the green area consumed by the building and replacing it on the roof A collective image – map or impressions – map of a city, a collective picture of what people extract from the physical reality of a city. There are five basic elements which people use to construct their mental image of a city: Pathways, Districts, Edges, Landmarks and Nodes. These five elements of urban form are sufficient to make a useful visual survey of the form of a city. They are the skeletal elements of city form. ELEMENT DESCRIPTION PATHWAYS Major and minor routes of circulation to move about, the city has a network of major routes and a neighborhood network of minor routes; a building has several main routes which people use to get to it or from it. An urban highway network is a network of pathways for a whole city. A ramp rising from ground level to the third floor roof terrace allows for an architectural promenade through the structure. The white tubular railing recalls the industrial "ocean-liner" aesthetic that Le Corbusier much admired. The driveway around the ground floor, with its semicircular path, measures the exact turning radius of a 1927 Citroën automobile. URBAN DESIGN Focuses on the physical improvement of the public environment URBAN PLANNING Focuses on the management of private development through established planning methods and programs ELEMENTS OF URBAN DESIGN BUILDINGS The most pronounced elements of Urban Design. They shape and articulate space by forming the street wall of the city PUBLIC SPACE Living rooms of the city. Makes high quality life in the city. Forms the stage and backdrop to the drama of life. Plazas, squares & neighborhood parks. STREETS TRANSPORTATION DISTRICTS EDGES LANDMARKS Connections between cities and places. Designed by their physical dimension and character, size, scale and the character of the buildings that line them. Ranges from grand avenues, intimate pedestrian streets. Connects the parts of the cities and help shape them. Balance between transportation systems is what helps define the quality and character of cities. They include road, rail, bicycle and pedestrian networks. TYPE NATURE NODES A city is composed of component neighborhoods or districts; its center, uptown, midtowns, its in-town residential areas, train yards, factory areas, suburbs, college campuses, etc. Sometimes they are considerably mixed in character and do not have distinct limits like the midtown in Manhattan. DESCRIPTION the natural physical environment An individual, Homo Sapiens – biological needs (oxygen, nutrition), sensation and perception (five senses), emotional needs (satisfaction, security, sense of belonging), moral values. MAN SOCIETY SHELLS NETWORKS a group of individuals sharing the same culture, values, norms, mores, and traditions buildings, the built component – housing, hospitals, schools, town halls, commercial establishments, recreational facilities, industrial buildings, etc. links within the settlement and with other settlements, transportation systems, communication systems, water supply systems, power and electrical systems, etc. HIERARCHY OF SETTLEMENTS The termination of a district is its edge. Some districts have no distinct edges at all but gradually taper off and blend into another district. When two districts are joined at an edge they form a seam. A narrow park may be a joining seam for two urban neighborhoods. HAMLET a neighborhood, a small village The prominent visual features of the city; some are very large and are seen at great distances; some are very small and can only be seen up close (street clock, a fountain, or a small statue in a park). Landmarks help in orienting people in the city and help identify an area. CITY an urban area A center of activity; distinguished from a landmark by virtue of its active function; it is a distinct hub of activity. Times Square in New York City is both a landmark and a node. ● JNIPUFQ©2015 ● Page 94 ● COMMUNITY a town METROPOLIS the capital or chief city of a country or region; a very large and busy city CONURBATION A composition of cities, metropolises, urban areas. MEGALOPOLIS Merging of two or more metropolises with a population of 10 million or more, a 20th century phenomenon. DEGREE OF INCLINATION SLOPE SLOPE AND LAND USE DESCRIPTION SLOPE 0 - 3% Broad to level to nearly level or flat 3 - 5% Gently sloping with land sloping in one general direction 5 - 8% Gently undulating and rolling; land sloping in more than one general direction 8 - 15% Moderately undulating and gently rolling land sloping in more than one direction 15 - 18% Steeply undulating and rolling land sloping in many directions >18% Very steeply sloping and rolling land in many directions Permitted Angle of Slope TYPE OF LAND USE Streets and Drives MINIMUM 1% 1:100 5% 1:20 1% 1:100 8% 1:12 5% 1:20 14% 1:07 4% 1:25 1% 1:100 Minor Footpaths 14% 1:07 5% 1:20 Terrace (Paved) 2% 1:50 1% 1:100 Lawns 5% 1:20 1% 1:100 Mown Grass Banks 33% 1:03 Planted Slopes 50% 1:02 5% 1:20 Parking Areas Main Footpaths (Bitumen) Main Ramp on Footpath (Short) Enrance Area Ramps for Vehicles 8% 1:12 MAXIMUM DESCRIPTION < 1% Do not drain well < 4% Usable for all kinds of activities Suitable for movement and informal activities 4% to 10% 1:12 PEDESTRIAN RAMPS 17% Approaches the limit that an ordinary loaded vehicle can climb for any sstained period 20% to 25% Normal limit of climb for pedestrians without resorting to stairs May require terracing or cribbling > 50% # ║ # ═ ═ # ║ # Beside the Building Palm Tree Acacia 1:06 Shallow Roots Sitting Areas 1% 1:100 4% 1:25 Hilltop 50% 1:02 2% 1:50 Coastal Area Lawn NE – NW, SE – SW – Eggcrate Composite of the Vertical and Horizontal Coconut Tree 15% Grassed Playlots N & S – Horizontal Segmental shaped shading mask  Overhangs, Canopy, Light Shelf, Lovers, Shutters & Awnings Relatively Safe 1:25 Pedestrian Northeast (NE) Monsson Winter Monsoon Appears in October Attains maximum strength in January Gradually weakens in March Disappears in April HABAGAT (HA-SW-MO)       Southwest (SW) Monsoon Summer Monsoon Apears early May Maximum flows during August Disappears gradually in October Persists from November to December AIR MOVEMENT WITHIN BUILDINGS WINDWARD  Positive pressure (+)  Air enters through openings located in the positive pressure zone and lower level openings  The direction upwind from the point of refernce LEEWARD  Negative pressure (-)  Air exits through openings located at the negative pressure zon and at higher level openings  The direction downwind (or downward) from the point of reference E & W – Vertical Sectoral shaped shading mask  Fins & Lovers 4% ENTRANCE RAMPS AMIHAN (A-NE-NA)       SOLAR CONTROL DEVICES Playgrounds Paved Playlots MONSOON: LARGE SCALE SEASONAL CURRENTS Can be actively used only for hill sports or free play >10% OTHER DESIGN FACTORS (Examples) 8% MONSOONS IN THE PHILIPPINES Heavy Forested Area Protruding Eaves / Balcony Roof Deck Steep Gable Roof 1% 1:100 4% 1:25 100% Ventilation Jalousie 50% 1:02 4% 1:25 For Tropical Awning 1% 1:100 25% 1:04 95% Ventilation Louvers with 150mm blades ● JNIPUFQ©2015 ● Page 95 ● WIND SHADOWS Well-Foliage Tree A Row of Closely Spaced Tree Approximately 2 times the Height of the tree (2H) Row is 4 times the Height of the tree (4H) can have a wind shadow of 3 times it’s height (3H) Row is 8 times the Height of the tree (8H) can have a wind shadow of 6 times it’s height (6H) CITY CLASSIFICATION Major Theories In URBAN SPATIAL STRUCTURE OF CITIES The Local Government Code of 1991 (Republic Act No. 7160) classifies all cities into one of three categories:  HIGHLY URBANIZED INDEPENDENT CITIES INDEPENDENT COMPONENT CITIES COMPONENT CITIES Cities with a minimum population of two hundred thousand (200,000) inhabitants, as certified by the National Statistics Office, and with the latest annual income of at least five hundred million pesos (₱500,000,000) based on 2008 constant prices, as certified by the city treasurer.  There are currently 35 highly urbanized cities in the Philippines, 16 of which are located in Metro Manila.  Cities of this type are independent of the province, and as such their charters ban residents from voting for provincial elective officials. Cities with a minimum population of 150,000 and annual income of at least 350 million pesos (₱350,000,000) based on 2008 constant prices, as certified by the City Treasurer.  There are five such cities: Cotabato, Dagupan, Naga, Ormoc and Santiago.  Cities which do not meet the preceding requirements are deemed part of the province in which they are geographically located. If a component city is located along the boundaries of two or more provinces, it shall be considered part of the province of which it used to be a municipality. STRUCTURE AUTHOR DESCRIPTION E. W. Burgess The city grows in a radial expansion from the center to form a series of concentric zones or circles such as in Chicago. As the city grows, each ring invades and overtakes the next ring out – a process called Invasion/ Succession (thus, Concentric Theory is sometimes referred to as Invasion/ Succession Theory”). SECTOR THEORY Homer Hoyt High-density residential, commercial, and industrial uses radiate out from the central business district (CBD) in “sectors” that follow major transportation routes. More expensive housing also radiates out from the CBD – Towards large open spaces and higher ground. Less expensive housing takes whatever land is left over. MULTIPLE NUCLEI THEORY (Polycentric) Chauncy Harris and Edward Ullman “The Nature of Cities” Cities tend to grow around not one but several distinct nuclei. Certain land uses group together to take advantage of unique facilities (e.g. universities), specializations, codependencies, or externalities. This theory is often applied to cities with more than one CBD INVERSE CONCENTRIC ZONE THEORY Friedrich Engels The preceding three theories apply primarily to cities of MDCs, particularly American. Many cities in the LDCs follow somewhat different patterns – this is a reversal of the concentric zone pattern. CENTRAL PLACE THEORY (i.e. Polders of Netherlamds; the Fens of East Anglia, UK) Walter Christaller (Developed) Paul Peterson (Advanced in “City Limits0) CONCENTRIC ZONE THEORY (Monocentric) CREATION OF LOCAL GOVERNMENT UNITS (LGU) LGU PROVINCE CITY MUNICIPALITY BARANGAY AREA (Square Kilometers) 2,000 100 50 NONE POPULATION 250,000 INCOME ₱20M for the last two (2) consecutive years based on 1991 constant prices LEGISLATIVE BODIES (create, merge, abolish, or alter boundaries of LGU) Congress 150,000 ₱100M for the last two (2) consecutive years based on 2000 constant prices Congress 25,000 ₱2.5M for the last two (2) consecutive years based on 1991 constant prices Congress ARMM Regional Assembly 5,000 (Metro Manila and Highly Urbanized Cities) 2,000 (rest of the country) NONE Congress / ARMM Regional Assembly Sangguniang Panlalawigan (Bayan) / Panglunsod GRID / GRIDIRON MODEL / HIPPODAMIAN PLAN (i.e. The City of Priene) ● JNIPUFQ©2015 ● Page 96 ● It explains the reasons behind the distribution patterns, size, and number of cities and towns Tested in Southern Germany and came to the conclusion that people gather together in cities to share goods and ideas. The center of the city contains the agora (market place), theaters, and temples. Public rooms surround the city’s public arena. Hippodamus of Miletus The plan can be laid out uniformly over any kind of terrain since it is based on angles and measurements MAJOR PLANNING THEORIES THEORY (1) SYNOPTIC RATIONALISM (2) INCREMENTALISM MAJOR PLANNING THEORIES DESCRIPTION In philosophy in general, rationalism is the foundation and embodiment of the scientific method. It serves the same role in planning theory. The rationalist model of the planning process generally contains the following steps. • Goals and objectives are set. • Policy alternatives are identified. • The policy alternatives are evaluated – vis-à-vis effectiveness (in attaining the goals and objectives), efficiency, and constraints – using scientific conceptual models and evaluation techniques (e.g., cost benefit analysis). • The selected policy alternative is implemented. This theory – which was espoused by Charles Lindbloom in The Science of Muddling Through – is a practical response to rationalism. Planning is seen as less of a scientific technique and more of a mixture of intuition and experience. Major policy changes are best made in little increments over long periods of time. Incrementalism very accurately describes what actually occurs in most planning offices on a daily basis. THEORY THEORY (6) UTOPIANISM Utopianism believes that planning is most effective when it proposes sweeping changes that capture the public imagination. Daniel Burnham’s Plan of Chicago, Frank Lloyd Wright’s Broadacre City, and Le Corbusier’s La Ville Contemporaine are often cited as utopian works. (7) METHODISM Methodism addresses situations in which the planning techniques that should be used are known, but the ends that should be achieved by these techniques are not. Such a situation would be making a population projection just to have it handy when it is needed. Methodism views planning techniques as ends into themselves. URBAN ECOLOGICAL PROCESSES INVASION (3) TRANSACTIVE PLANNING Like incrementalism, transactivism does not view planning purely as a scientific technique. Transactivism espouses planning as a decentralized function based on face-to-face contacts, interpersonal dialogues, and mutual learning. Transactivism is roughly behavioralist-style planning. (4) ADVOCACY PLANNING Advocacism abandons the objective, non-political view of planning contained in rationalism. Planners become like lawyers: they advocate and defend the interests of a particular client or group (which is preferably economically disadvantaged and/or politically unorganized or underrepresented). • Paul Davidoff was an early champion of advocacy planning. He argued that there is no one public interest for planners to serve, and thus, that planners have no choice but to become non-objective advocates for specific interests and groups. • Saul Alinsky developed an advocacist vision of planning that is centered around so-called “organizations.” Alinsky’s organizations develop where people feel powerless. These organizations then hire planners (which Alinsky largely sees as political organizers) to identify problems, develop an awareness of these problems, and generate action. • Alan Altshuler also argued for abandoning the objective, non-political view of planning. He felt that to be effective, planners must become actively involved in the political process. (5) RADICAL PLANNING In a sense, radicalism takes transactivism to its logical extreme. Radicalism hates hierarchical bureaucracies, centralized planning, and domineering professional planners. It argues that planning is most effective when it is performed by non-professional neighborhood planning committees that empower common citizens to experiment with solving their own problems. The ideal outcomes of this process are collective actions that promote self-reliance. Much of the radical planning literature that I have personally read is based on Marxist interpretations and theories.  The entrance of a new population and / or facilities in an already occupied area.  A term referring to the process by which social groups or activities which are better adapted to a given environment than are its existing inhabitants or activities enter and eventually dominate it. CENTRALIZATION  An increase in population at a certain geographic center BLOCK-BOOSTING  “Forcing” the old population out of the area because of social or racial differences GENTRIFICATION  Improving the physical set-up and consequently affecting the market for previously rundown areas.  The process of renewal and rebuilding accompanying the influx of middle-class or affluent people into deteriorating areas that often displaces poorer residents.  The buying and renovating of houses and stores in deteriorated urban neighborhoods by wealthier individuals, which in effect improves property values but also can displace lowincome families and small businesses. ● JNIPUFQ©2015 ● Page 97 ● PSALM 139:16 NEW KING JAMES VERSION (NKJV) Your eyes saw my substance, being yet unformed. And in Your book they all were written, The days fashioned for me, When as yet there were none of them The SEERS : Pioneer Thinkers in Urban Planning from 1880 - 1945 HISTORY OF PLANNING THEORIES & PRACTICES THE ANGLO AMERICAN TRADITION Garden City of Tomorrow EBENEZER HOWARD (1850-1928) RAYMOND UNWIN (1863-1940) BARRY PARKER (1867-1947) Three Magnets Letchworth (1920) First Garden City; N. Hertfordshire Wythenshawe (1930) FRANK LLOYD WRIGHT (1869-1959) New York Regional Plan (1920) One milestones of the 20th Century The Neighborhood Unit TONY GARNIER GARDEN CITIES CITY BEAUTIFUL MOVEMENT Radburn, New Jersey Town Planning and Traffic Greater London Plan (1944) Human Ecology Cities In Evolution (1915) Lewis Mumford The Culture of Cities Became almost the Bible of regional planning movement NEW CAPITALS Suburban Decentralization Broadacre City A home in an acre of land Mile High Tower 100,000 people Robert Owens Tony Garnier Ebenezer Howard Very Influential Pamphlet (1912) THE EUROPEAN TRADITION ARTURO SORIA Y MATA INDUSTRIAL REVOLUTION Golders Green, NW London Third Garden City; City of Manchester Father of City Planning City of Miletus - First Planned City Vienna – First University Town Town, Country, Town & Country Towns divided in to wards of 5,000 Nothing Gained by Overcrowding SIR LESLIE PATRICK ABERCROMBIE (1879) PATRICK GEDDES (1854-1932) Hippodamus of Miletus The Neighborhood Unit The Hampstead Garden Suburb (1905) CLARENCE PERRY (1872-1944) CLARENCE STEIN (1882-1975) H. ALKER STRIP (1883-1954) Most Influential Raymond Unwin & Barry Parker Reform Movement Ideal City, New Lanark Une Cite Industrielle Garden City (Conceptualization) Letchworth (First Developed Garden City) Louis de Soisson Welwyn (Second Garden City) Daniel Burnham Father of American City Planning Chicago, Cleveland, San Francisco, Manila & Baguio Lucio Costa (Planner) Oscar Niemeyer (Architect) Brasilia, Brazil Albert Myer (Original Planner) Le Corbusier (Took Over) Chandigarh, India Super Blocks 800 x 1200 Walter Griffin (Planner) Canberra, Australia City Beautiful Movement Sir Edward Lutyens (Planner) New Delhi, India Low Garden City Type Density The Cities of Tomorrow CITY TOWERS Le Corbusier Unite d’ Habitation, Marseilles, France Le Contemporaine Linear City Broadacres (1 Family in very acre of land) Cite Industrielle (industrial City) Frank Lloyd Wright EARNST MAY Unite d’ Habitation (1946-1952) CHARLE EDOUARD JEANNERET (LE CORBUSIER) (1877-1965) Mile High Tower Trabantenstadte (Satellite Towns) Marseilles, France Arturo Soria y Mata Linear City RADICAL IDEAS Chandigarf (1950-1957) Capital City of Punjab Paolo Soleri City of Tomorrow (1922) Kiyonuro Kikutake Arcology Floating City Two important books The Radiant City Clarence Perry & Clarence Stein ● JNIPUFQ©2015 ● Page 98 ● Neighborhood Unit HISTORY OF SETTLEMENTS ERA ANCIENT TIMES HISTORY OF SETTLEMENTS CITIES DESCRIPTION ERA The PLOW and rectilinear farming Circular and Radiocentric Planning Decline of Roman Power For herding and eventually for defense Feudalism Neolithic Cities Jericho 7000 – 9000 BC Catal Hoyuk Khirokitia Early settlement in Israel (9000 BC) 3 Hectares; 3,000 people MEDIEVAL AGES Early Settlement in Turkey (7000 BC) 13 hectares; 10,000 people Eridu Damascus Babylon Oldest continually inhabited city THE RENAISSANCE & BAROQUE PERIOD Thebes and Memphis Tel-El-Amarna Monumental Architecture 1900 BC 800 BC BC to AD Mohenjo-Daro & Harrapa Grew from military fortifications Typical Egyptian City Display of Power Arts & Architecture Became a major element in Town Planning & Urban Design Geometrical Form Cities Vienna Medieval Organic City Administrative & Religious Centers with 40,000 inhabitants; advanced civilization Anyang Medieval Bastide Largest city of the Yellow River Beijing Ming Dynasty (1368-1644) Zapotecs, Mextecs, Aztecs Mesoamerican Cities built Teotijuacan & Dzibilchatun Largest Cities Acropolis Sparta & Athens SETTLEMENTS IN AMERICA Most Famous New and Old Cities Miletus (by Hippodamus) 3 Sections: Artisan, Farmers, Military Roman Classical Cities The English Renaissance Charleston, Annapolis, Williamsburg The Largest Cities (100,000 – 150,000) Neopolis and Paleopolis Agora The Spanish “Laws of the Indies” Town Savannah spread to Aegean Region Public Market Place THE INDUSTRIAL REVOLUTION Greek forms with different scale City of Culture & Arts; First University Town Landscape architecture showcased palaces and gardens Taken after the “buog” (Military Town) and “fauborg” (Citizen’s Town) of Medieval Age taken from the French bastide (eventually referred to as “new towns”) King Philip II’s city guidelines that produced 3 types: Pueblo (Civil), Presidio (Military), Mission (Religious) The European Planned City By James Oglethorpe The world’s largest officially recognized historical district Col. Francis Nicholson The Speculators Town Developments were driven by speculations Philadelphia By William Penn, built between Delaware & School Kill The Machine Age Change from Manpower to Assembly Lines Reform Movements & Specialists New Lanark Mills, Manchester, England 400 BC Republican Forum Owenite Communities Imperial Forum Une Cite Industrielle ● JNIPUFQ©2015 ● Page 99 ● Population Concentrations created by world trade and travel 15TH Century France Yellow River Valley of China Greek Classical Cities 700 BC Coastal Port Towns Versailles, France Indus Valley (Present Day Pakistan) 2500 BC Signified the rise of the church Karlsruhe, Germany Cities along the Nile Valley 3000 BC Affected urban design of most towns Sienna and Constantinople Florence, Paris, Venice Oldest City Largest city with 80,000 inhabitants DESCRIPTION Outposts were left all over Europe where growth revolved Mercantilist Cities Early settlement in Cyprus (5000 BC) First documented settlements with streets Cities in the Fertile Crescent 2000 – 4000 BC CITIES 2 School of thought 800 – 1200 persons New Harmony, Indiana by Owens Jr. Brook Farm, Massachusettes, by New England Pl. Icarus, Red River, Texas by Cabet By tony Garnier NEIGHBORHOOD STRUCTURE AND ELEMENTS ● JNIPUFQ©2015 ● Page 100 ● STREET PATTER TYPES Criteria For RESPONSIVE ENVIRONMENTS by Ian Bentley, et. al  Relates to the way that a design affects where people can go and cannot go within a city district PERMEABILITY  Urban designer must consider this first because it involves pedestrian and vehicle circulation within the city district as a whole  The range of users that a place provides VARIETY LEGIBILITY ROBUSTNESS VISUAL APPROPRIATENESS RICHNESS PERSONALIZATION ● JNIPUFQ©2015 ● Page 101 ●  i.e. housing, shopping, employment, recreation and so forth  Relates to the ease with which people can understand the spatial layout of a place  Describes building and outdoor spaces the design of which does not limit users to a single fixed use but, rather, supports many different purposes and activities  The way in which the design physically can make people aware of the choices the place provides  Involves ways to increase the choice of sense experience that users can enjoy (experiences of touch, sound, light, taste, and so forth)  Refers to design that encourage people to put their own mark on the places where they live and work FRONTAGE TYPES WIND EXPOSURE CATEGORY ● JNIPUFQ©2015 ● Page 102 ● EXPOSURE DESCRIPTION A Large city centers with at least 50 percent of the buildings having a height in excess of 70 feet (21 336 mm). Use of this exposure category shall be limited to those areas for which terrain representative of Exposure A prevails in the upwind direction for a distance of at least 0.5 mile (0.8 km) or 10 times the height of the building or other structure, whichever is greater. Possible channeling effects or increased velocity pressures due to the building or structure being located in the wake of adjacent buildings shall be taken into account. B Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another type exposure. C Open terrain with scattered obstructions, including surface undulations or other irregularities, having heights generally less than 30 feet (9144 mm) extending more than 1,500 feet (457 m) from the building site in any quadrant. This exposure shall also apply to any building located within Exposure B type terrain where the building is directly adjacent to open areas of Exposure C type terrain in any quadrant for a distance of more than 600 feet (183 m). This category includes flat open country, grasslands and shorelines in hurricane prone regions. D Flat, unobstructed areas exposed to wind flowing over open water (excluding shorelines in hurricane prone regions) for a distance of at least 1 mile (1.61 km). Shorelines in Exposure D include inland waterways, the Great Lakes, and coastal areas of California, Oregon, Washington and Alaska. This exposure shall apply only to those buildings and other structures exposed to the wind coming from over the water. Exposure D extends inland from the shoreline a distance of 1500 feet (457 m) or 10 times the height of the building or structure, whichever is greater. BURNING CHARACTERISTICS OF FIBERS EARTHQUAKE MAGNITUDES The way a fabric burns depends partly on its fiber content. The Table below describes typical burning characteristics of fibers, ranking them from the most to least hazardous. MODIFIED MERCALLI SCALE NATURAL CELLULOSIC FIBERS Cotton/Linen Burn with a yellow flame, light smoke, and have glowing embers. Cellulosic fibers do not melt or draw away from flames. MANUFACTURED CELLULOSIC FIBERS Can burn quickly when ignited, but they behave somewhat differently as they burn. Rayon / Lyocell Acetate Burn similarly to cotton and linen, except they may shrink up and become tighter. Burns with a rapid flame and melts when burning. May melt and pull away from small flames without igniting. Melted area may drip off clothing carrying flames with it. When flames have died out, the hot, molten plastic residue is difficult to remove. SYNTHETICS May catch fire quickly or shrink from the flame initially, but ultimately, they will sputter, flame, and melt to the skin or the flaming melt will drop to the floor. Acrylic Nylon Polyester Spandex Lastol Olefin Fabrics that are a blend of two or more fibers do not burn in the same way as either fiber. Sometimes, blends are more dangerous than either fiber. For example, fabrics of 50 percent cotton and 50 percent polyester tend to burn longer than a similar fabric of either cotton or polyester. The way a fabric is made (knit, weave, lace, etc.) affects how it burns.  Heavy close structures ignite Burns similarly to acetate, except that it burns with a very heavy dense black smoke. It drips excessively. Burn slowly and melt when burning. May melt and pull away from small flames without igniting. Melted area may drip off clothing carrying flames with it but not to the extent of acetate and acrylic.  PROTEIN FIBERS Difficult to ignite. They may self-extinguish, but this varies depending on the closeness of the weave or knit (fabric density) and other finish treatments. Wool Silk  Burn slowly and are difficult to ignite. May self extinguish FLAME RESISTANT FABRICS Difficult to ignite; burn slowly and go out when the source of the flame is removed. Modacrylic Saran Aramid Novoloid Vinyon Burn very slowly with melting. May melt and pull away from small flames without igniting. Self extinguishes.  with difficulty and burn more slowly than light, thin, or open fabrics. In general, summer weight clothing is more likely to catch fire than winter weight fabrics. However, heavy weight fabrics burn longer when ignited, because there is more flammable material present. Fabrics with more of the fiber surface area exposed to air have more oxygen available to support burning and therefore burn more easily. Thus, thin, gauzy fabrics, lace, or brushed fabrics can be very flammable. Fabrics with a napped or brushed surface of fine fibers can catch fire easily because of the greater amount of fiber surface exposed to oxygen in the air. Char but do not burn ● JNIPUFQ©2015 ● Page 103 ● I Felt by almost no one. II Felt by very few people. III Tremor noticed by many, but they often do not realize it is an earthquake. IV Felt indoors by many. Feels like a truck has struck the building. V Felt by nearly everyone; many people awakened. Swaying trees and poles may be observed. VI Felt by all; many people run outdoors. Furniture moved; slight damage occurs. VII Everyone run outdoors. Poorly built structures considerably damaged; slight damage elsewhere. VIII Specially designed structures damaged slightly, others collapse. IX All buildings considerably damaged, many shift off foundation. Noticeable cracks in ground. X Many structures destroyed. Ground is badly cracked. XI Almost all structure fall. Bridges wrecked. Very wide cracks in ground. XII Total Destruction, waves seen on ground. The Modified Mercalli Scale is somewhat subjective, because the apparent intensity of an earthquake depends on how far away from its center the observer is located. Rating intensities from I to XII, it describes and rates earthquakes in terms of human reactions and observations. RICHTER SCALE 2.5 Generally not felt, but recorded on seismometers. 3.5 Felt by many people. 4.5 Some local damage may occur. 6.0 A destructive earthquake. 7.0 A major earthquake. 8.0 AND UP Great earthquakes. The Richter Scale measures the motion of the ground 100 km (60 mi) from the earthquake’s epicenter, or the location on the earth’s surface directly above where the earthquake occurred. The rating scale is logarithmic; each increase of 1 on the scale represents a tenfold increase in the motion of the ground. METRO MANILA MAP OF THE PHILIPPINES CITY/ MUNICIPALITY POPULATION as of 2010 AREA (sq. km.) DENSITY (per sq. km.) INCORPORATED (City) Manila 1,652,171 38.55 42,858 1571 Caloocan 1,489,040 55.80 26,685 1962 Las Piñas 552,573 32.69 16,903 1997 Makati 529,039 21.57 24,527 1995 Malabon 353,337 15.71 22,491 2001 Mandaluyong 328,699 21.26 15,461 1994 Marikina 424,150 21.52 19,710 1996 Muntinlupa 459,941 39.75 11,571 1995 Navotas 249,131 10.77 23,132 2007 Parañaque 588,126 47.69 12,332 1998 Pasay 392,869 13.97 28,122 1947 Pasig 669,773 31.00 21,606 1995 Pateros 64,147 2.25 28,510 Municipality Quezon City 2,761,720 166.20 16,619 1939 San Juan 121,430 5.95 20,408 2007 Taguig 644,473 53.67 12,008 2004 Valenzuela 575,356 47.02 12,236 1998 WIND LOADS ZONE SPEED I (NE) 250 kph II (NW) 200 kph III (SW) 125 kph ● JNIPUFQ©2015 ● Page 104 ● TEN MOST POPULOUS CITIES IN THE PHILIPPINES RANK CITY POPULATION (2010) DESCRIPTION 1 Quezon City 2,761,720 Former capital of the country (1948–1976). Largest city in Metro Manila in population and land area. Hosts the House of Representatives of the Philippines at the Batasang Pambansa Complex and the metropolis' largest source of water, the La Mesa Reservoir. 2 Manila 1,652,171 Capital of the country (from 1571-1948 and 1976–present). Historically centered on the walled city of Intramuros, by the mouth of the Pasig River. Host to the seat of the chief executive, the Malacañang Palace. By far the most densely populated city in the country. 3 Caloocan 1,489,040 Historic city where Andrés Bonifacio and the Katipunan held many of its meetings in secrecy. Much of its territory was ceded to form Quezon City, resulting in the formation of two noncontiguous sections under the city's jurisdiction. Caloocan is the third most densely populated city in the country, lying immediately north of the city of Manila. It serves as an industrial and residential area inside Metro Manila. 4 Davao City 1,449,296 The largest city in Mindanao. Davao City is also the largest city in the Philippines in terms of land area and is also known as "the City of Royalties" because of home of some of the prestigious kings and queens in flora and faunas like the durian and the Philippine. It is also the Eco Adventure Capital in the Philippines. The City Mayors Foundation ranks Davao as the 87th fastest growing city in the world and the only Philippine city to make it in top 100 in the year 2011 5 Cebu City 866,171 Popularly nicknamed as "The Queen City of the South". First capital of the country. Capital of the province of Cebu and regional center of Region VII. Most populous city in the Visayas. Core of Metro. Cebu City has been honored as the 8th Asian City of the Future owing to its expansive business districts, premier entertainment destinations, and its pristine waters which attracts tourists worldwide. The city is home to the most popular Sinulogfestival celebrated every January which attracts tourists and Filipinos alike. 6 Zamboanga City 807,129 Nicknamed "Ciudad de las Flores" and marketed by its city government as "Ciudad Latina de Asia" for its substantial Spanish-Derived Creole-speaking population called "Zamboangueño", the largest in the world. Former capital of the Moro Province and of the undivided province of Zamboanga. Former regional center of Zamboanga Peninsula. Former Republic (1899–1903) under the leadership of President General. 7 Antipolo 677,741 Nicknamed "City in the Sky" for its location on the hills immediately east of Metro Manila. Well-known pilgrimage and tourist center, being host to a Marian shrine and the Hinulugang Taktak National Park. Most populous city in Luzon outside of Metro Manila. 8 Pasig 669,773 Hosts most of the Ortigas Center. Part of the province of Rizal until 1975, when it was incorporated into Metro Manila. Formerly hosted the capitol and other government buildings of that province. 9 Taguig 644,473 Currently exercises fiscal jurisdiction over Fort Bonifacio. Was part of Rizal Province until 1975, when it was incorporated into Metro Manila. Lies on the western shores of Laguna de Bay. 10 Cagayan de Oro 602,088 Known as the "City of Golden Friendship" and famous for its whitewater rafting or kayaking adventures, that has been one of the tourism activities being promoted in the Cagayan. Regional center of Northern Mindanao. Provincial capital city of the province of Misamis Oriental. HABAKKUK 3:17-19 NEW KING JAMES VERSION (NKJV) A HYMN OF FAITH 17 Though the fig tree may not blossom, Nor fruit be on the vines; Though the labor of the olive may fail, And the fields yield no food; Though the flock may be cut off from the fold, And there be no herd in the stalls— 18 Yet I will rejoice in the Lord, I will joy in the God of my salvation. 19 The Lord God is my strength; He will make my feet like deer’s feet, And He will make me walk on my high hills. To the Chief Musician. With my stringed instruments. ● JNIPUFQ©2015 ● Page 105 ●