GENERAL NOTES AND SPECIFICATIONS: MATERIAL …

1 2500050005000500050005000250005000500050 00500014000700070005000 FEDCBA321 FEDCBA321 SANITARY SEWAGE LAYOUTS C A L EM1 : 200 WATERLINE LAYOUTS C A L EM1 : 200 SECTIONSEPTIC TANK DETAILSS C A L E1:20 MTS3001001000150 INLETCOMPARTMENTSECONDARYCOMPARTMENTCOMP ARTMENTTERTIARY255151 AIR SPACE300 AIR SPACEAIR SPACEWATER LEVELWATER LEVELWATER LEVEL20012002001600180020090020090020020 04400155051 PLANP-110910 JMGCFQ/JCC2016 PROJECT SCOPE:Total Sheet No.:Sheet No.:LOCATION :PROJECT NAME :MATI AIRPORT DEVELOPMENT PROJECT ( 2015)/Sheet Content:Revisions:Engineer IV, Project Development ServiceApproved by:JULIUS C.

2 CARLOSC hecked by:REPUBLIC OF THE PHILIPPINESDEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONSPROJECT DEVELOPMENT SERVICEUNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,ORTIGAS AVENUE, MANDALUYONG CITY 1555 The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be BY:CHECKED BY:DATE DRAWN:DATE PRINTED:DATE APPROVED:SCALE :AS SHOWNMATI, DAVAO ORIENTAL2016 Prepared by:2016 REHABILITATION OF EXISTING TERMINAL BUILDING1 WATERLINE LAYOUTS C A L E1:50 MTSISOMETRICSANITARY SEWAGE LAYOUTS C A L E1:50 MTSISOMETRICGENERAL NOTES AND SPECIFICATIONS: 1.

3 IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW EVERY PIPEFITTING, VALVE AND APPURTENANCE. ALL SUCH ITEMS WHETHER SPECIFICALLY MENTIONED OR NOT, OR INDICATED ON THE DRAWINGSSHALL BE FURNISHED AND INSTALLED IF NECESSARY TO COMPLETE THESYSTEM TO THE SATISFACTION OF THE ALL PLUMBING WORKS SHALL BE INSTALLED IN ACCORDANCE WITH THEPROVISION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES, THEREQUIREMENTS OF THE LOCAL PLUMBING INSPECTION OFFICE, PERTINENTPROVISIONS OF THE UNIFORM BUILDING CODE AND THE NATIONAL BUILDING CODE OF THE COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS ANDSPECIFICATION.

4 THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANYDESCREPANCY FOUND ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY RELOCATIONS REQUIRED FOR PROPER EXECUTION OF OTHER TRADESHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES ANDSTRUCTURES AS VERIFIED BY THE ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESSOTHERWISE SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCEWITH MANUFACTURER'S CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT THE SITE,COORDINATE THE WORKS WITH THE SEWER LINE EFFLUENT DISPOSALPOINT AND WATER LINE SERVICE CONNECTING POINT, UNLESS SPECIFICATIONS.

5 COLD WATER LINE SHALL BE POLYPROPYLENE RANDOM (PPR) TYPE 3 PIPE, "WAVIN EKOPLLASTIK" BRAND OR APPROVED PIPES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 1000, "NELTEX", "ATLANTA" BRAND OR APPROVED FITTING SHALL BE SOLVENT CEMENT JOINT TO ASTM LINESSHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 1000,"NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL. FITTINGS SHALL BE SOLVENT CEMENT JOINT TO ASTM LINES/DOWNSPOUT SHALL BE POLYVINYL CHLORIDE (PVC) SERIES 1000, "ATLANTA" BRAND OR APPROVED EQUAL. FITTING SHALL BE62/9(17 &(0(17 -2,17 72 $670 ' PP $%29( MATERIAL SHALL BE CONCRETE DRAIN PIPE (CDP) TONGUE@ GROOVE, MORTAR JOINTS, REINFORCED)25 PP /$5*(5 AHU/FCU LINES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 600 II, "NELTEX", "ATLANTA" BRAND OR APPROVED SHALL BE SOLVENT CEMENT JOINT TO ASTM VALVES "GREAT VOLUME"," CRANE", "KITS", OR APPROVED VALVES "GREAT VOLUME","CRANE", "KITS", OR APPROVED METER "ARAD", "ASAHI" BRAND OR APPROVED LEGEND.))))

6 MWCLAVFDCOKSCBGATE VALVECHECK VALVEWATER METERCOLD WATERLINEWASTE PIPESOIL PIPEVENT PIPECATCH BASINWATER CLOSETLAVATORYFLOOR DRAINCLEAN OUTKITCHEN SINKHOSE BIBBHBSHOWER VALVESVSTORM DRAIN PIPELTLAUNDRY TRAYFAUCETFSDSHOWER DRAINVENT PIPEVPWPWASTE PIPESPSOIL PIPEMVMAIN VENTVENT STACK THRU ROOFBTBATH TUBCWR COLD WATER RISERCWLCPCONDENSATE PIPEHRPHORIZONTALRAINWATER PIPINGDSDOWNSPOUTFBFOOT BATHVACVENT ABOVE CEILINGFCOFLOOR CLEANOUTUNDER FLOOR VENTUFVVSTR 9. ALL FIXTURES SHALL BE INDIVIDUALLY THE INVERT OF THE INLET PIPE OF A SEPTIC TANK SHALL BE AT A LEVELNOT LESS THAN (2") ABOVE THE INVERT OF THE OUTLET TO PREVENT CONTAMINATION OF UNDERGROUND WATER SOURCE NOSEPTIC TANK SHALL BE CONSTRUCTED LESS THAN ABOVE THEWATER TABLE ALL PIPE SIZE ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERSUNLESS OTHERWISE MINIMUM SEWAGE PIPE SIZE SHALL BE AS FOLLOWS:SOIL PIPE PP WASTE PIPE PP VENT PIPES PP DOWNSPOUT PP 14.

7 ALL PLUMBING INSTALLATION INCLUDED HEREIN SHALL BE UNDER THEDIRECT SUPERVISION OF A DULY REGISTERED AND LICENSED DRAIN25000500050005000500014000700070005 000500044004300 ABCDEFFOUNDATION PLANS C A L EM1 : 150 PROPOSED123 ROOF BEAM PLANS C A L EM1 : 150 PROPOSED1232500050005000500050005000 ABCDEFCOLUMN 1 DETAILS C A L EM1 : 10 BEAM 1 DETAILS C A L EM1 : 10 FOUNDATION PLANS C A L EM1 : 20 FOUNDATION SECTIONS C A L EM1 : 2003 / 10 Office of the DirectorDAHICAN AIRPORT DEVELOPMENT PROJECT ( 2015)REHABILITATION OF EXISTING TERMINAL BUILDINGS-The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be madePSRAFNARTMTOTNEOOCDNATRANOITPCINUAED SNOITMMThe Columbia Tower, Ortigas Ave.

8 , Mandaluyong City, Metro ManilaProject Development ServiceDEPARTMENT OF TRANSPORTATION AND COMMUNICATIONSR epublic of the Philippines* AS SHOWN *Approved by:DEO LEO N. MANALOJULIUS C. CARLOSC hecked / Submitted by:Engineer IV, Project Development ServicePrepared by:Director, Project Development Service10106 TRUSS 1 DETAILS C A L EM1 : 50 TRUSS 2 DETAILS C A L EM1 : 50 TRUSS 3 DETAILS C A L EM1 : 50 TRUSS 4 DETAILS C A L EM1 : 50 TRUSS 5 DETAILS C A L EM1 : 50 TRUSS 6 DETAILS C A L EM1 : 5003 / 10 Office of the DirectorDAHICAN AIRPORT DEVELOPMENT PROJECT ( 2015)REHABILITATION OF EXISTING TERMINAL BUILDINGS-The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be madePSRAFNARTMTOTNEOOCDNATRANOITPCINUAED SNOITMMThe Columbia Tower, Ortigas Ave.

9 , Mandaluyong City, Metro ManilaProject Development ServiceDEPARTMENT OF TRANSPORTATION AND COMMUNICATIONSR epublic of the Philippines* AS SHOWN *Approved by:DEO LEO N. MANALOJULIUS C. CARLOSC hecked / Submitted by:Engineer IV, Project Development ServicePrepared by:Director, Project Development Service20207 UNDER 600 UNDER 800 OPENING SIZEREINFORCING BAR FOR SLAB OPENINGVERTICAL & HORIZONTAL NOTE:03 / 10 Office of the DirectorDAHICAN AIRPORT DEVELOPMENT PROJECT ( 2015)REHABILITATION OF EXISTING TERMINAL BUILDINGS-The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be madePSRAFNARTMTOTNEOOCDNATRANOITPCINUAED SNOITMMThe Columbia Tower, Ortigas Ave.

10 , Mandaluyong City, Metro ManilaProject Development ServiceDEPARTMENT OF TRANSPORTATION AND COMMUNICATIONSR epublic of the Philippines* AS SHOWN *Approved by:DEO LEO N. MANALOJULIUS C. CARLOSC hecked / Submitted by:Engineer IV, Project Development ServicePrepared by:Director, Project Development Service30309