top of page

PROJECT PROFILE

PLUMBING DRAINAGE SYSTEM DESIGN – PROPOSED TWO-STOREY RESIDENTIAL BUILDING, KRABI, THAILAND

THIS PROJECT INCLUDED THE DESIGN OF A COMPLETE SANITARY AND WASTE WATER DRAINAGE SYSTEM FOR A PROPOSED TWO-STOREY RESIDENTIAL BUILDING DEVELOPMENT IN KRABI, THAILAND. THE SCOPE COVERED INTERNAL SOIL, WASTE, AND VENT PIPING NETWORKS, STACK ROUTING LAYOUTS, FLOOR TRAP AND CLEANOUT ARRANGEMENTS, BATHROOM DETAIL CONNECTIONS, AND DISCHARGE TO THE SEPTIC TANK SYSTEM.

THE DRAINAGE SYSTEM WAS DEVELOPED IN ACCORDANCE WITH APPLICABLE THAI PLUMBING PRACTICES AND RELEVANT INTERNATIONAL STANDARDS (IPC / UPC WHERE REQUIRED), INCLUDING PIPE SLOPE PROVISION FOR SELF-CLEANSING FLOW, PROPER VENTILATION OF STACKS, MINIMUM PIPE SIZE SELECTION FOR SANITARY FIXTURES, AND ACCESSIBILITY THROUGH CLEANOUT LOCATIONS. THE DESIGN ENSURED SAFE AND EFFICIENT DISCHARGE OF WASTE WATER, ODOUR CONTROL, AND RELIABLE OPERATION SUITABLE FOR LOW-RISE RESIDENTIAL BUILDING APPLICATIONS.

PLUMBING DRAINAGE SYSTEM DESIGN – PROPOSED RESIDENTIAL / COMMERCIAL BUILDING, NEXCITY PROJECT, GOA, INDIA

THIS PROJECT INCLUDED THE DESIGN OF A COMPLETE SANITARY AND WASTE WATER DRAINAGE SYSTEM FOR A MULTI-STOREY RESIDENTIAL / COMMERCIAL BUILDING DEVELOPMENT AT NEXCITY, GOA. THE SCOPE COVERED INTERNAL SOIL, WASTE, AND VENT PIPING NETWORKS, STACK SIZING, FIXTURE CONNECTION LAYOUTS, FLOOR TRAP AND CLEANOUT ARRANGEMENTS, AND CONNECTIONS TO THE EXTERNAL DRAINAGE SYSTEM.

THE DRAINAGE SYSTEM WAS DEVELOPED IN ACCORDANCE WITH NBC 2016 REQUIREMENTS, INCLUDING PIPE SIZING BASED ON FIXTURE UNIT LOADS, PROPER VENTILATION OF STACKS, ADEQUATE SLOPE PROVISION, AND ACCESSIBILITY THROUGH CLEANOUT LOCATIONS. THE DESIGN ENSURED SAFE AND EFFICIENT DISCHARGE OF WASTE WATER, ODOUR CONTROL, AND RELIABLE OPERATION SUITABLE FOR MULTI-STOREY BUILDING APPLICATIONS.

PLUMBING WATER SUPPLY SYSTEM DESIGN – PROPOSED RESIDENTIAL / COMMERCIAL BUILDING, NEXCITY PROJECT, GOA, INDIA

THIS PROJECT INCLUDED THE DESIGN OF A COMPLETE DOMESTIC WATER SUPPLY DISTRIBUTION SYSTEM FOR A MULTI-STOREY RESIDENTIAL / COMMERCIAL BUILDING DEVELOPMENT AT NEXCITY, GOA. THE SCOPE COVERED INTERNAL COLD WATER DISTRIBUTION NETWORKS, RISER SIZING, FIXTURE CONNECTION LAYOUTS, PIPE ROUTING ARRANGEMENTS, AND CONNECTIONS TO OVERHEAD STORAGE AND PUMPING SYSTEMS.

THE WATER SUPPLY SYSTEM WAS DEVELOPED IN ACCORDANCE WITH NBC 2016 REQUIREMENTS FOR BUILDING WATER SUPPLY, INCLUDING PIPE SIZING BASED ON FIXTURE DEMAND, ADEQUATE PRESSURE DISTRIBUTION ACROSS FLOORS, ISOLATION VALVE PROVISION, AND SAFE STORAGE AND DELIVERY OF POTABLE WATER. THE DESIGN ENSURED RELIABLE SYSTEM PERFORMANCE AND COMPLIANCE WITH STANDARD PLUMBING ENGINEERING PRACTICES FOR MULTI-STOREY BUILDINGS.

AUTOMATIC SPRINKLER SYSTEM DESIGN – ORDINARY HAZARD STORAGE WAREHOUSE

THIS PROJECT INCLUDED THE DESIGN OF AN NFPA 13–COMPLIANT AUTOMATIC WET PIPE SPRINKLER SYSTEM FOR A SINGLE-STORY STORAGE WAREHOUSE CLASSIFIED UNDER ORDINARY HAZARD OCCUPANCY. THE SCOPE COVERED SPRINKLER LAYOUT DEVELOPMENT, PIPE ROUTING, SYSTEM ZONING (SINGLE ZONE), RISER CONFIGURATION, SUPPORT DETAILS, AND HYDRAULIC CALCULATIONS BASED ON THE DENSITY/AREA METHOD.

THE DESIGN PACKAGE INCLUDED OVERALL LAYOUT DRAWINGS, FLOOR SPRINKLER PLANS, ISOMETRIC DIAGRAMS, SECTIONAL COORDINATION DETAILS, PIPE SUPPORT DETAILS, RISER ASSEMBLY DETAILS, TEST HEADER CONFIGURATION, AND HYDRAULIC CALCULATION DIAGRAMS. THE SYSTEM WAS DEVELOPED WITHOUT A FIRE HYDRANT NETWORK AND DESIGNED TO ENSURE ADEQUATE WATER DISTRIBUTION, CODE-COMPLIANT SPRINKLER SPACING, AND RELIABLE FIRE SUPPRESSION PERFORMANCE IN ACCORDANCE WITH NFPA 13 REQUIREMENTS FOR ORDINARY HAZARD STORAGE APPLICATIONS.

FIRE PROTECTION SYSTEM DESIGN – PROPOSED CONSTRUCTION OF RESIDENTIAL / COMMERCIAL BUILDING, GOA, INDIA

THIS PROJECT INCLUDED THE DESIGN OF A COMPLETE FIRE PROTECTION SYSTEM FOR A PROPOSED RESIDENTIAL / COMMERCIAL BUILDING IN GOA. THE SCOPE COVERED AUTOMATIC SPRINKLER SYSTEM LAYOUTS, HYDRANT SYSTEM NETWORKS, RISER CONFIGURATION, PIPE ROUTING ARRANGEMENTS, VALVE STATIONS, AND FIRE WATER STORAGE AND DISTRIBUTION REQUIREMENTS.

THE FIRE PROTECTION SYSTEM WAS DEVELOPED IN ACCORDANCE WITH NBC 2016 AND IS 15105:2021 REQUIREMENTS, INCLUDING SPRINKLER SYSTEM DESIGN CRITERIA, PIPE SIZING BASED ON HAZARD CLASSIFICATION, HYDRAULIC CONSIDERATIONS, AND PROVISION OF FIRE FIGHTING INSTALLATIONS FOR LIFE SAFETY COMPLIANCE. THE DESIGN ENSURED RELIABLE FIRE WATER DISTRIBUTION AND COMPLIANCE WITH STANDARD FIRE PROTECTION ENGINEERING PRACTICES FOR MIXED OCCUPANCY BUILDINGS.

FIRE PROTECTION SYSTEM DESIGN – AFFF FOAM-WATER DELUGE SYSTEM FOR CORROSION CONTROL HANGAR FACILITY

THIS PROJECT INCLUDED THE DESIGN OF AN AUTOMATIC AQUEOUS FILM FORMING FOAM (AFFF) FOAM-WATER DELUGE FIRE SUPPRESSION SYSTEM FOR A CORROSION CONTROL HANGAR FACILITY INTENDED FOR AIRCRAFT MAINTENANCE OPERATIONS. THE DESIGN COVERED FOAM-WATER DISCHARGE SYSTEM LAYOUT, OVERHEAD DELUGE NOZZLE ARRANGEMENT, FOAM PROPORTIONING EQUIPMENT SELECTION, AND SYSTEM ZONING IN ACCORDANCE WITH NFPA 11, NFPA 16, AND APPLICABLE UFC AND USACE FIRE PROTECTION CRITERIA.

THE SCOPE INCLUDED FOAM STORAGE TANK SIZING, PROPORTIONER CONFIGURATION, DELUGE VALVE ASSEMBLIES, DISCHARGE DENSITY CRITERIA, AND HYDRAULIC DESIGN BASIS TO ENSURE RAPID FIRE SUPPRESSION FOR AIRCRAFT SERVICING AREAS SUBJECT TO FLAMMABLE LIQUID HAZARDS. THE SYSTEM WAS DEVELOPED TO PROVIDE RELIABLE SURFACE FIRE CONTROL, VAPOR SUPPRESSION, AND SAFE OPERATION DURING AIRCRAFT CORROSION CONTROL AND MAINTENANCE ACTIVITIES.

​PLUMBING DRAINAGE SYSTEM DESIGN – SINGLE FAMILY VILLA RECONSTRUCTION & EXTENSION, GOA, INDIA

THIS PROJECT INCLUDED THE DESIGN AND PREPARATION OF A COMPLETE PLUMBING DRAINAGE SYSTEM FOR A PROPOSED RECONSTRUCTION AND EXTENSION OF A SINGLE-FAMILY VILLA IN MORMUGAO TALUKA, GOA. THE SCOPE COVERED INTERNAL SOIL, WASTE, AND VENT PIPE NETWORKS, FLOOR-WISE DRAINAGE LAYOUTS, ROOF DRAINAGE SYSTEMS, AND CONNECTIONS TO SEPTIC TANK AND SOAK PIT INFRASTRUCTURE.

THE DESIGN PACKAGE INCLUDED SCHEMATIC RISER DIAGRAMS, TOILET AND KITCHEN ISOMETRIC DETAILS, INSPECTION CHAMBERS, CLEANOUT ARRANGEMENTS, AND STANDARD INSTALLATION DETAILS, ENSURING COMPLIANCE WITH NBC GUIDELINES AND GOOD PLUMBING ENGINEERING PRACTICES.
THE SYSTEM WAS DEVELOPED IN ACCORDANCE WITH NBC 2016 REQUIREMENTS.

PLUMBING WATER SUPPLY SYSTEM DESIGN – SINGLE FAMILY VILLA RECONSTRUCTION & EXTENSION, GOA, INDIA

THIS PROJECT INCLUDED THE DESIGN OF A COMPLETE DOMESTIC WATER SUPPLY SYSTEM FOR A PROPOSED SINGLE-FAMILY VILLA RECONSTRUCTION AND EXTENSION IN GOA. THE SCOPE COVERED INTERNAL COLD WATER DISTRIBUTION NETWORKS, FIXTURE CONNECTIONS, PIPE ROUTING LAYOUTS, VALVE ARRANGEMENTS, AND CONNECTION TO OVERHEAD STORAGE AND PUMPING SYSTEMS.

THE WATER SUPPLY SYSTEM WAS DEVELOPED IN ACCORDANCE WITH NBC 2016 REQUIREMENTS FOR BUILDING WATER SUPPLY, INCLUDING PIPE SIZING BASED ON FIXTURE DEMAND, ADEQUATE PRESSURE DISTRIBUTION, ISOLATION VALVE PROVISION, AND SAFE STORAGE AND DELIVERY OF POTABLE WATER TO ALL SANITARY FIXTURES. THE DESIGN ENSURED RELIABLE OPERATION, MAINTAINABILITY, AND COMPLIANCE WITH STANDARD PLUMBING ENGINEERING PRACTICES FOR RESIDENTIAL BUILDINGS.

FIRE PROTECTION AND PLUMBING SYSTEM DESIGN – CORROSION CONTROL & MAINTENANCE HANGARS, AL JABER AIR BASE, KUWAIT
DEVELOPED THE COMPLETE FIRE PROTECTION AND PLUMBING SYSTEM DESIGN FOR CORROSION CONTROL AND MAINTENANCE HANGARS AT AL JABER AIR BASE UNDER U.S. ARMY CORPS OF ENGINEERS (USACE) INFRASTRUCTURE PROGRAM REQUIREMENTS. DESIGNED UNDERGROUND FIRE WATER NETWORKS INCLUDING SITE-WIDE HYDRANT SYSTEM, FIRE PUMP HOUSE, AND STORAGE TANK CONNECTIONS IN COMPLIANCE WITH NFPA 13, UFC 4-211-01, AND UFC 4-211-02 STANDARDS. PERFORMED HYDRAULIC CALCULATIONS USING HASS AND ELITE SOFTWARE FOR AUTOMATIC SPRINKLER SYSTEMS, FIRE HOSE REELS, AND INTERNAL/EXTERNAL HYDRANT NETWORKS INCLUDING COMBINED ANALYSIS WITH AFFF FOAM SUPPRESSION SYSTEMS FOR AIRCRAFT FIRE PROTECTION APPLICATIONS. RE-ENGINEERED OVERHEAD SPRINKLER AND FOAM DISTRIBUTION SYSTEMS TO ACHIEVE REQUIRED DISCHARGE PRESSURE (40–45 PSI) AND FOAM DELIVERY TIME (≤30 SECONDS) IN ACCORDANCE WITH UFC DESIGN CRITERIA. PREPARED SHOP DRAWINGS, MEP COORDINATION LAYOUTS, AND SEISMIC BRACING CALCULATIONS FOR FIRE PROTECTION PIPEWORK AS PER NFPA 13 REQUIREMENTS. SUPPORTED SITE INSTALLATION, TESTING, AND COMMISSIONING ACTIVITIES WITH U.S. FIRE PROTECTION ENGINEERS (FPE) ENSURING FULL COMPLIANCE WITH DoD, UFC, AND NFPA STANDARDS FOR MISSION-CRITICAL AVIATION FACILITY OPERATIONS.
SEISMIC BRACING DESIGN & CALCULATIONS (USACE)
THIS PROJECT INCLUDED THE DESIGN AND CALCULATION OF NFPA 13–COMPLIANT SEISMIC BRACING FOR SUSPENDED FIRE PROTECTION PIPING SYSTEMS SERVING F/A-18 SUPER HORNET MAINTENANCE INFRASTRUCTURE. THE SCOPE COVERED CABLE-TYPE LATERAL AND LONGITUDINAL BRACING LAYOUTS, LOAD DETERMINATION FOR WATER-FILLED LARGE-DIAMETER PIPING, SUPPORT SELECTION, AND INSTALLATION DETAIL DEVELOPMENT BASED ON STRUCTURAL CLEARANCE CONDITIONS. THE DESIGN ENSURED COMPLIANCE WITH NFPA SEISMIC RESTRAINT REQUIREMENTS WHILE MAINTAINING COORDINATION WITH STRUCTURAL SUPPORT SYSTEMS AND SPRINKLER NETWORK CONFIGURATION.
AUTOMATIC SPRINKLER SYSTEM DESIGN & HYDRAULIC CALCULATIONS – 775 VAUGHAN ROAD, TORONTO, CANADA
DEVELOPED A COMPLETE AUTOMATIC WET-PIPE SPRINKLER SYSTEM FOR A 41-STOREY RESIDENTIAL HIGH-RISE BUILDING, INCLUDING PARKING GARAGE DRY SYSTEMS AND COMBINED STANDPIPE/SPRINKLER RISERS. PERFORMED HYDRAULIC CALCULATIONS USING HASS SOFTWARE FOR SPRINKLER, STANDPIPE, AND DRY SYSTEMS, INCORPORATING FRICTION LOSSES, ELEVATION HEAD, AND HOSE ALLOWANCES. VERIFIED AVAILABLE CITY WATER SUPPLY WITH A 12% SAFETY MARGIN AND SELECTED A 750 GPM FIRE PUMP WITH PRESSURE-REDUCING VALVES TO MEET NFPA 13, NFPA 14, OBC, AND TORONTO FIRE SERVICES REQUIREMENTS.
AUTOMATIC SPRINKLER SYSTEM DESIGN & HYDRAULIC CALCULATIONS – 315 SPADINA AVENUE, TORONTO, CANADA
DESIGNED AN NFPA AND OBC-COMPLIANT WET AND DRY SPRINKLER SYSTEM FOR A 13-STOREY MIXED-USE RESIDENTIAL BUILDING WITH UNDERGROUND PARKING. THE SCOPE INCLUDED HYDRAULIC CALCULATIONS, COMBINED SPRINKLER AND STANDPIPE RISER CONFIGURATION, PARKING GARAGE DRY SYSTEM DESIGN, AND FIRE PUMP SELECTION. THE DESIGN ALSO INCLUDED SUPERVISED VALVE ZONING, FLOW SWITCH ARRANGEMENTS, AND MULTI-LEVEL RISER DISTRIBUTION TO ENSURE CODE-COMPLIANT FIRE PROTECTION COVERAGE THROUGHOUT THE BUILDING WITH FULL MEP COORDINATION AND AHJ APPROVAL SUPPORT.
SEISMIC BRACING DESIGN – PEEL POLICE FACILITY, CANADA
PERFORMED NFPA 13–COMPLIANT SEISMIC BRACING DESIGN AND CALCULATIONS FOR WINDOW SPRINKLER SYSTEM PIPING AT THE PEEL POLICE FACILITY, CANADA. THE SCOPE INCLUDED LONGITUDINAL BRACE ANALYSIS, FASTENER SELECTION, LOAD VERIFICATION, AND BRANCH LINE RESTRAINT DETAILS IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. DEVELOPED DETAILED INSTALLATION DRAWINGS INCLUDING 4-WAY RISER BRACING ARRANGEMENTS AND BRANCH LINE RESTRAINT CONFIGURATIONS TO ENSURE STRUCTURAL STABILITY AND CODE-COMPLIANT SEISMIC PERFORMANCE OF THE SPRINKLER SYSTEM.
SEISMIC BRACING DESIGN & CALCULATIONS – MANUFACTURING AREA, WRIGLEY INDIA PVT. LTD., BADDI, HIMACHAL PRADESH, INDIA
PERFORMED FM GLOBAL DATA SHEET 2-8 COMPLIANT SEISMIC BRACING DESIGN AND CALCULATIONS FOR SPRINKLER SYSTEM PIPING IN THE MANUFACTURING AREA AT WRIGLEY INDIA PVT. LTD., BADDI. SCOPE INCLUDED LONGITUDINAL AND LATERAL SWAY BRACING LAYOUT, ZONE OF INFLUENCE (ZOI) ANALYSIS, SEISMIC LOAD CALCULATIONS (H = G × Wp), FASTENER SELECTION USING HILTI STUD ANCHORS, AND DEVELOPMENT OF INSTALLATION DETAILS FOR RISER FOUR-WAY BRACING AND BRANCH LINE RESTRAINTS TO ENSURE STRUCTURAL STABILITY DURING EARTHQUAKE CONDITIONS.
DRY SPRINKLER SYSTEM DESIGN & HYDRAULIC CALCULATIONS – FIRE STATION BUILDING 209, CANADA
PERFORMED NFPA 13–COMPLIANT HYDRAULIC CALCULATIONS FOR AN ATTIC DRY SPRINKLER SYSTEM SERVING FIRE STATION BUILDING 209, CANADA. THE DESIGN INCLUDED REMOTE AREA ANALYSIS BASED ON ORDINARY HAZARD GROUP-1 CRITERIA WITH A DESIGN DENSITY OF 0.15 GPM/SQ.FT OVER A 1950 SQ.FT AREA COVERING 15 SPRINKLERS. CALCULATIONS INCORPORATED ELEVATION LOSSES, PIPE FRICTION, AND WATER SUPPLY VERIFICATION TO CONFIRM SYSTEM PERFORMANCE AND CODE COMPLIANCE.
FIRE FIGHTING SYSTEM DESIGN – AWASH PETROLEUM DEPOT UPGRADE, ETHIOPIA
DEVELOPED THE TENDER-STAGE FIRE PROTECTION SYSTEM DESIGN FOR THE AWASH PETROLEUM DEPOT IN COMPLIANCE WITH NFPA 10, NFPA 24, OISD-117, TAC MANUALS, AND UL/FM MATERIAL STANDARDS. SCOPE INCLUDED DIESEL-DRIVEN FIRE WATER PUMP AND JOCKEY PUMP SIZING, FOAM PUMPING STATION DESIGN, AND 16" HYDRANT RING MAIN LAYOUT WITH RESIDUAL PRESSURE ≥7 KG/CM². DELIVERED PUMP HOUSE AND CONTROL ROOM LAYOUTS, FOAM PROPORTIONING SYSTEM DESIGN, AND INTEGRATION WITH FIRE WATER STORAGE AND DISTRIBUTION NETWORK.
HYDRAULIC CALCULATIONS – FIRE SPRINKLER & HYDRANT SYSTEM, DLYFT INDIA LLP
PERFORMED HYDRAULIC CALCULATIONS FOR ORDINARY HAZARD GROUP 1 SPRINKLER AND HYDRANT SYSTEMS FOR A PROPOSED BUILDING IN ROHTAK, HARYANA. SCOPE INCLUDED IDENTIFICATION OF THE MOST REMOTE AREAS, FLOW AND FRICTION LOSS ANALYSIS USING HASS SOFTWARE, AND INCORPORATION OF HOSE STREAM ALLOWANCES. SIZED A 1,000 GPM MAIN FIRE PUMP AND 100 GPM JOCKEY PUMP TO MAINTAIN NFPA-COMPLIANT FLOW, PRESSURE, AND DURATION REQUIREMENTS. PREPARED HYDRAULIC GRAPHS AND CALCULATION SHEETS FOR SYSTEM VERIFICATION AND DESIGN DOCUMENTATION.
HYDRAULIC CALCULATIONS – WATER SPRINKLER SYSTEM (TELFORD 30 OFFSHORE VESSEL)
DEVELOPED AND VERIFIED HYDRAULIC CALCULATIONS FOR THE WET-PIPE SPRINKLER SYSTEM OF THE TELFORD 30 DP3 PIPELAY/CONSTRUCTION/ACCOMMODATION VESSEL IN ACCORDANCE WITH ABS CLASS AND TYCO SPECIFICATIONS. MODELED THE C-DECK REMOTE AREA, PERFORMED HEAD LOSS AND PRESSURE CHECKS ACROSS DN25–DN80 DISTRIBUTION, AND PREPARED ISOMETRIC AND DECK PLANS FOR ALL PROTECTED DECKS. SIZED A 100 M³/H MAIN PUMP AND JOCKEY PUMP AND SPECIFIED MARINE-GRADE FIRE PROTECTION COMPONENTS.
FIRE SUPPRESSION SYSTEM DESIGN AND HYDRAULIC CALCULATIONS – AFCEE FACILITY UPGRADE PROJECT (USA)
DEVELOPED THE COMPLETE WET PIPE FIRE SUPPRESSION SYSTEM DESIGN AND PERFORMED HYDRAULIC CALCULATIONS FOR TCF ROOM, SWITCH ROOM, UPS ROOM, AND WAREHOUSE AREAS IN COMPLIANCE WITH UFC 3-600-01, NFPA 13, NFPA 20, AND NFPA 72 REQUIREMENTS. PERFORMED REMOTE AREA ANALYSIS AT 8.0 MM/MIN DENSITY OVER 230 M² DESIGN AREA AND SIZED A 750 GPM DIESEL FIRE PUMP WITH 10 GPM JOCKEY PUMP. PREPARED SPRINKLER DISTRIBUTION ISOMETRICS, RISER DETAILS, FIRE PUMP HOUSE LAYOUT, FIRE WATER STORAGE TANK DESIGN (174 M³), AND TEST HEADER ARRANGEMENTS FOR SYSTEM PERFORMANCE VERIFICATION.
FIRE FIGHTING SYSTEM DESIGN – NBTC EQUIPMENT DIVISION NEW YARD, KUWAIT
DEVELOPED THE COMPLETE FIRE FIGHTING SYSTEM DESIGN FOR THE NEW NBTC EQUIPMENT DIVISION YARD INCLUDING UNDERGROUND FIRE WATER NETWORK, FIRE PUMP HOUSE, AND SITE-WIDE DISTRIBUTION SYSTEM SERVING WORKSHOPS, OPEN STORAGE YARDS, AND ADMINISTRATIVE BUILDINGS IN COMPLIANCE WITH NFPA 13, NFPA 20, AND KUWAIT FIRE FORCE (KFF) REQUIREMENTS. PERFORMED HYDRAULIC CALCULATIONS FOR SPRINKLER, HYDRANT, AND LANDING VALVE NETWORKS TO VERIFY PIPE SIZING, FLOW DEMAND, AND PRESSURE ADEQUACY UNDER DESIGN CONDITIONS. DESIGNED FIRE PUMP HOUSE WITH 1000 GPM DIESEL FIRE PUMP, 1000 GPM ELECTRIC FIRE PUMP, AND 100 GPM JOCKEY PUMP WITH ASSOCIATED CONTROLLERS, DAY TANKS, AND TEST HEADER ARRANGEMENTS. PREPARED LAYOUTS FOR DN200 UNDERGROUND DI FIRE WATER MAINS WITH HYDRANTS, LANDING VALVES, FIRE HOSE CABINETS, BREACHING INLET CONNECTIONS, AND AUTOMATIC SPRINKLER SYSTEM (K-8.0 UPRIGHT). COMPLETED GRP FIRE WATER STORAGE TANK DESIGN WITH APPROX. 227 M³ CAPACITY AND SUPPORTED FABRICATION DRAWINGS, KFF APPROVAL SUBMISSIONS, AND SITE INSTALLATION COORDINATION THROUGH TESTING AND COMMISSIONING STAGE.
FIRE FIGHTING SYSTEM DESIGN – NBTC HEAD OFFICE, KUWAIT
DEVELOPED THE COMPLETE FIRE FIGHTING SYSTEM DESIGN FOR THE NBTC HEAD OFFICE FACILITY INCLUDING AUTOMATIC SPRINKLER SYSTEM, FIRE HOSE REEL NETWORK, FIRE HYDRANT SYSTEM, AND BUILDING FIRE WATER DISTRIBUTION PIPEWORK IN COMPLIANCE WITH NFPA 13, NFPA 14, AND KUWAIT FIRE FORCE (KFF) REQUIREMENTS. PERFORMED HYDRAULIC CALCULATIONS FOR SPRINKLER AND HYDRANT NETWORKS TO VERIFY PIPE SIZING, FLOW DEMAND, AND PRESSURE ADEQUACY UNDER DESIGN CONDITIONS. PREPARED DETAILED SHOP DRAWINGS FOR FIRE FIGHTING PIPE ROUTING, SUPPORT DETAILS, VALVE ARRANGEMENTS, AND EQUIPMENT CONNECTIONS FOR AUTHORITY SUBMISSIONS AND SITE EXECUTION. COORDINATED KFF APPROVAL SUBMISSIONS INCLUDING TECHNICAL REVISIONS AND ENGINEERING CLARIFICATIONS. SUPPORTED PIPE FABRICATION ACTIVITIES AND SUPERVISED SITE INSTALLATION, TESTING, AND COMMISSIONING OF FIRE FIGHTING SYSTEMS ENSURING FULL COMPLIANCE WITH NFPA STANDARDS AND CLIENT REQUIREMENTS THROUGH FINAL HANDOVER STAGE.
​IG-541 FIRE SUPPRESSION AND PLUMBING SYSTEM IMPLEMENTATION – 72MW & 20MW MAIN INTAKE SUBSTATIONS, NORTH KUWAIT (KOC)
IMPLEMENTED COMPLETE PLUMBING AND IG-541 CLEAN AGENT FIRE SUPPRESSION SYSTEMS FOR 72MW (11KV) MAIN INTAKE SUBSTATION AT SABRIYA-F AND 20MW (11KV) MAIN INTAKE SUBSTATION AT GC-23 AS PART OF KUWAIT OIL COMPANY (KOC) INFRASTRUCTURE DEVELOPMENT PROJECTS SUPPORTING ELECTRICAL DISTRIBUTION NETWORK RELIABILITY IN NORTH KUWAIT OILFIELDS. EXECUTED INTERNAL AND EXTERNAL WATER SUPPLY NETWORKS, DRAINAGE AND SEWAGE SYSTEMS, SANITARY FIXTURES INSTALLATION, AND IG-541 GAS SUPPRESSION PIPEWORK FOR PROTECTION OF HIGH-VOLTAGE EQUIPMENT ROOMS, CONTROL BUILDINGS, AND CRITICAL ELECTRICAL FACILITIES IN COMPLIANCE WITH KOC SPECIFICATIONS AND NFPA STANDARDS. REVIEWED CONTRACT DRAWINGS AND TECHNICAL SPECIFICATIONS, PREPARED REQUESTS FOR MATERIAL APPROVAL (RAM), AND DEVELOPED METHOD STATEMENTS FOR FIRE SUPPRESSION SPOOL FABRICATION FOLLOWING APPROVED WELDING PROCEDURE SPECIFICATIONS (WPS). COORDINATED WITH FIRE SUPPRESSION SUBCONTRACTORS DURING WORKSHOP FABRICATION, SUPERVISED SITE INSTALLATION ACTIVITIES, AND WITNESSED FACTORY ACCEPTANCE TESTS (FAT) FOR IG-541 SUPPRESSION EQUIPMENT. SUPPORTED QA/QC INSPECTIONS, TESTING, AND FINAL HANDOVER DOCUMENTATION ENSURING FULL COMPLIANCE WITH KOC REQUIREMENTS AND NFPA CODES FOR MISSION-CRITICAL SUBSTATION FIRE PROTECTION SYSTEMS.
FIRE PROTECTION SYSTEM DESIGN – APS-500 VEHICLE STORAGE WAREHOUSES, CAMP ARIFJAN, KUWAIT
SUPPORTED FIRE PROTECTION SYSTEM DESIGN AND AUTHORITY APPROVAL ACTIVITIES FOR APS-500 VEHICLE STORAGE WAREHOUSES AT CAMP ARIFJAN UNDER U.S. DEPARTMENT OF DEFENSE (DoD) AND U.S. ARMY CORPS OF ENGINEERS (USACE) REQUIREMENTS, WORKING IN COORDINATION WITH ALHABSHI CONSULTANTS (ACO) AS THE PROJECT MEP DESIGN CONSULTANT. REVIEWED DESIGNER OF RECORD (DoR) FIRE PROTECTION DRAWINGS AND IDENTIFIED OCCUPANCY CLASSIFICATION DISCREPANCIES, RECLASSIFYING THE FACILITY FROM EXTRA HAZARD TO ORDINARY HAZARD GROUP 2 IN ACCORDANCE WITH NFPA 13 AND UFC 3-600-01 REQUIREMENTS. PERFORMED HYDRAULIC CALCULATIONS USING ELITE SOFTWARE BASED ON 0.20 GPM/FT² DENSITY OVER 2500 FT² DESIGN AREA WITH 250 GPM HOSE STREAM DEMAND TO VERIFY PIPE SIZING, FLOW DISTRIBUTION, AND PRESSURE REQUIREMENTS. PREPARED AND VERIFIED SEISMIC BRACING CALCULATIONS FOR MAIN DISTRIBUTION MAINS AND BRANCH LINES AS PER NFPA 13 (2019). COORDINATED WITH ACO AND USACE ENGINEERING TEAMS DURING DESIGN DEVELOPMENT, TECHNICAL REVIEW, AND APPROVAL STAGES, AND SUPPORTED SITE INSTALLATION VERIFICATION, HYDROSTATIC TESTING, AND FINAL ACCEPTANCE ACTIVITIES ENSURING FULL COMPLIANCE WITH UFC AND NFPA STANDARDS FOR MISSION-CRITICAL MILITARY WAREHOUSE FACILITIES.
FIRE FIGHTING AND PLUMBING SYSTEM DESIGN, APPROVALS, AND EXECUTION SUPPORT – C4I KNPC FACILITY, KUWAIT
SUPPORTED DESIGN DEVELOPMENT, AUTHORITY APPROVALS, SHOP DRAWING PREPARATION, PROCUREMENT COORDINATION, INSTALLATION SUPERVISION, AND TESTING AND COMMISSIONING ACTIVITIES FOR COMPLETE FIRE FIGHTING AND PLUMBING SYSTEMS AT THE KNPC C4I FACILITY UNDER KUWAIT NATIONAL PETROLEUM COMPANY (KNPC) REQUIREMENTS. REVIEWED CONTRACT DRAWINGS, TECHNICAL SPECIFICATIONS, AND BOQ DOCUMENTS AND RAISED RFIs TO RESOLVE DESIGN DISCREPANCIES. PREPARED FIRE FIGHTING SHOP DRAWINGS INCLUDING SPRINKLER SYSTEMS, HYDRANT NETWORKS, HOSE REELS, VALVES, AND SPECIALTIES, ALONG WITH INTERNAL WATER SUPPLY AND DRAINAGE SYSTEM LAYOUTS. PERFORMED HYDRAULIC CALCULATIONS FOR FIRE PROTECTION SYSTEMS AND FLOW AND PRESSURE CALCULATIONS FOR PLUMBING NETWORKS TO VERIFY SYSTEM ADEQUACY IN COMPLIANCE WITH NFPA, KNPC, AND KFF REQUIREMENTS. MANAGED KUWAIT FIRE FORCE (KFF) SUBMISSIONS INCLUDING ONLINE APPROVAL PROCESS, TECHNICAL CLARIFICATIONS, AND FINAL AUTHORITY CERTIFICATION. COORDINATED MATERIAL SUBMITTALS (RAMS), SUPPLIER TECHNICAL EVALUATIONS, AND PROCUREMENT SUPPORT ACTIVITIES. SUPERVISED SITE INSTALLATION, HYDROSTATIC TESTING OF FIRE FIGHTING SYSTEMS, AND LEAK TESTING OF DRAINAGE NETWORKS, AND PARTICIPATED IN FINAL TESTING, COMMISSIONING, AS-BUILT DOCUMENTATION, AND O&M MANUAL PREPARATION ENSURING FULL COMPLIANCE WITH NFPA, KNPC, AND KFF STANDARDS.
FIRE FIGHTING AND PLUMBING SYSTEM DESIGN, COORDINATION, AND EXECUTION SUPPORT – FAWSEC CAMPUS RESIDENTIAL AND COMMERCIAL DEVELOPMENT, SABAH AL SALEM, KUWAIT
SUPPORTED DESIGN DEVELOPMENT, SHOP DRAWING PREPARATION, AUTHORITY APPROVALS, INSTALLATION SUPERVISION, AND TESTING AND COMMISSIONING OF COMPLETE FIRE FIGHTING AND PLUMBING SYSTEMS FOR A MULTI-TOWER RESIDENTIAL AND COMMERCIAL DEVELOPMENT AT FAWSEC CAMPUS UNDER FAWSEC EDUCATION SOCIETY REQUIREMENTS AND AGI ARCHITECTS CONSULTANCY SUPERVISION. PREPARED COMPOSITE AND FABRICATION SHOP DRAWINGS FOR COMBINED WET SPRINKLER AND STANDPIPE SYSTEMS SERVING AN 18-STORY TOWER AND FOUR MID-RISE BUILDINGS, INCLUDING FIRE HOSE CABINETS WITH LANDING VALVES AT EACH FLOOR AND EXTERNAL PILLAR HYDRANTS. PERFORMED HYDRAULIC CALCULATIONS FOR FIRE FIGHTING NETWORKS AND FLOW AND PRESSURE CALCULATIONS FOR WATER SUPPLY AND DRAINAGE SYSTEMS IN COMPLIANCE WITH NFPA AND KUWAIT FIRE FORCE (KFF) REQUIREMENTS. SUPPORTED FOAM SYSTEM IMPLEMENTATION FOR GENERATOR ROOM PROTECTION, MANAGED KFF SUBMISSIONS AND APPROVALS, AND SUPERVISED SITE INSTALLATION, TESTING, COMMISSIONING, AND CLOSEOUT DOCUMENTATION INCLUDING AS-BUILTS AND O&M MANUALS.
bottom of page