STANDARD DETAILS
GENERALCONCRETE SLABA. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTSOF THE FOLLOWING BUILDING CODES:REINFORCEMENT AS TABULATED SHALL BE PROVIDED UNLESS OTHERWISESPECIFIED IN THE PLAN.1. ALL REINFORCEMENT SHALL BE 0.019 CLEAR MINIMUM FROM TOPAND BOTTOM OF SLAB.1. ACI 318 - 112. AISC 20133. NSCP 20th EDITIONSTRUCTURAL STEELCONCRETE HOLLOW BLOCKC. FOR ALL OTHER REQUIREMENTS, REFER TO ARCHITECTURAL, SANITARY,ELECTRICAL AND MECHANICAL WORKING DRAWINGS.L41. FOOTINGS ARE DESIGNED TO REST ON SOIL WITH BEARINGCAPACITY OF 188 KPaL4L4L43. MINIMUM CONCRETE PROTECTION FOR REINFORCE SHALL BE 0.076 CLEARFOR CONCRETE DEPOSITED AGAINST THE GROUND AND 0.051 CLEARFOR CONCRETE DEPOSITED AGAINST THE FRAMEWORK.24 DIA.(0.30 MIN)L5L5L5L50.10mm (MIN) COMPACTEDGRAVEL BASEL5NATURAL GRADE LEVEL ORCOMPACTED SOIL LAYERCANTILIVERL3L2CONCRETE MIXES & PLACINGSSLAB CONSTRUCTION JOINT6. PROVIDE EXTRA REINFORCEMENT AT CORNER SLAB(TWO ADJACENT DISCONTINEOUS) AS SHOWN BELOW.2. ALL CONCRETE MUST BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCEWITH ACI STANDARD.5-10MMØ BARS @ 0.208MO.C. BOTTOM BARS3. STRIPPING OF FORMS AND SHORES SHALL BE AS FOLLOWS:1 DAY3 DAY21 DAY17 DAY12mmØ TIES@ 0.102mO.C. (MAX.)WALL INTERSECTION24 DIA.(0.30 MIN)3-10mmØEXTRA TIES5. MINIMUM CONCRETE PROTECTION OF REINFORCING BARS OR SHAPESSHALL BE A SHOWN:WALL CONSTRUCTION JOINT(FOR BEAMS)PROVIDE EXTRA BARS(NOT SHOWN) PARALLELTO SIDE OF EQUALAREA OF INTERRUPTEDSLAB REINFORCEMENTLESS AREA TRIMMERBARS24 DIA.(0.30 MIN)h HEIGHT BETWEEN FLOOR0.76MIN. 1-16MMØ TOP &BOT. FOR SLABS0.012M THICK AND OVERHOCK SLAB REIN'T.OVER TRIMMER BARCOLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETECAST MONOLITHICALLY WITH THE CORE OF MIN. THICKNESS OF 0.0127m ANDNOT LESS THAN 12 TIMES MAX. SIZE OF COARSE AGGREGATE WHERE COLUMNSCHANGE IN SIZE. VERTICAL REINFORCEMENT SHALL BE OFFSET AT A SLOPE OFNOT MORE THAN 0.025. AN EXTRA 12mmØ AT 0.076mm O.C. SHALL BEPROVIDE THROUGHOUT THE OFFSET REGION.MILD STEEL REINFORCEMENTWALL REINFORCEMENTWALL CORNERS24 DIA.(0.30 MIN)1. ALL MILLD STEEL REINFORCEMENT SHALL CONFORM TO ASTMA-15-62-2TAND DEFORMATION TO A-305-56T LATEST REVISION.2-16MMØ @EACH CORNER24 DIA.(0.30 MIN)24 DAI.(0.30 MIN)12mmØ TIES@ 0.102mO.C. (MAX.)0.25mm CLEARDISTANCE37.7mm CLR.DISTANCE (MIN.)(MINIMUM)24 DIA.(0.30 MIN)0.10m (MIN) COMPACTEDGRAVEL FILL2. DEVELOPMENT LENGHT FOR ALL BARS SHALL BE A MINIMUM OF 40-BAR ØUNLESS OTHERWISE SPECIFIED FOR REINFORCING BARS 12 ; 233.0MpaFOR REINFORCING BARS 12 ; 280.0MpaNOTE FOR DOWELSPROVIDE DOWELS OF SAME SIZE ANDSPACING AS HORIZONTAL OR BENTHORIZONTAL BARS.3. ALL BARS SHALL BE WELDABLE.CONSTRUCTION NOTES AND STANDARD DETAILSPROJECT TITLE :0.038X0.063m KEY5mmX150mm CORR. TYPE PVC WATERSTOP760.767. PROVIDE SUPPLEMENTARY REINFORCEMENT AT SMALL UNFRAMEDOPENINGS IN FLOOR SLABS AS SHOWN BELOW.TRIMMER MAYBEOMITTED WHEREOPENING IS FRAMEDBY BEAM25MM BARSEPARATOR24 DIA.(0.30 MIN)0.05X0.10m KEY6. UNLESS OTHERWISE NOTED IN PLAN OR IN SPECIFICATIONS, CAMBER ALL BEAMSAND GIRDERS AT LEAST 6.2MM FOR EVERY 3.00M SPAN EXCEPT CANTILIVERSFOR WHICH THE CAMBERS SHALL BE AS NOTED IN PLANS OR AS ORDEREDBY THE DESIGNER, BUT IN NO CASE LESS THAN 16.7MM OF EVERY 3.00MOF FREE SPAN.SEE NOTEFOR DOWELSd MAX.5-10MMØ BARS @ 0.914MLONG @ 0.208M.O.C.4. IF BE REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FOR THEBARS TO THE FURTHER FACE OF THE WALL SHALL NOT BE LESS THAN0.051 EMBEDMENT LENGHT SHALL BE 40Ø FOR COMPRESSION BARS.0.038X0.063m KEY0.05X0.10m KEYCONCRETE COLUMN12mmØ TIES@ 0.102mO.C. (MAX.)24 DIA.(0.30 MIN)5. UNLESS OTHERWISE NOTED, ALL BEDDED SLAB BE REINFORCED WITH10MMØ BAR AT 0.25MOC E.W. AT CENTER OF SLAB. CONSTRUCTION JOINTFOR SLAB SHALL NOT BE MORE THAN 3.00M APART.40.00 MPa40.00 MPa40.00 MPa40.00 MPa17.50 MPa25 DIA.(0.30 MIN)24 DIA.(0.30 MIN)FOOTINGS & FOOTING TIE BEAMSCOLUMNSBEAMS, SLABS, CONCRETE TOPPINGSREINFORCE CONCRETE STAIRSBEDDED SLABS, CATCH BASINS & SIDEWALK25 DIA.(0.30 MIN)4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THETENSION FACE AND SHALL NOT BE LESS THAN 0.025 BT.24 DAI.(0.30 MIN)1. UNLESS OTHERWISE SPECIFIED, THE MIN. 28 DAYS CYLINDER COMPRESSIVESTRENGHT ARE AS FOLLOWS.0.914MM O.C.37.7MM CLR.DISTANCE FORBEAMS & GIRDERS0.0093UNLESS OTHERWISE INDICATED IN THE PLANS, WALL REINFORCEMENT SHALLBE FOLLOWED ACCORDING TO THE FOLLOWING SCHEDULE.TL5L1FOUNDATIONSCOLUMNSBEAMS & GIRDERSLABS24 DIA.(0.30 MIN)CONCRETE WALLSL40.30MIN2. NO FOOTING SHALL REST ON FILL.L4STANDARD DETAILSSLAB REINFORCEMENT3. UNLESS OTHERWISE DETAILED IN CONDITIONING SLAB HAVING SAMEREINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING SHALLBE BEND, EXTENDED OR CUT AS FOLLOWS.FOOTINGS2. WELDING SHALL CONFORM TO AWS STANDARDS.3. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THEENGINEER AND THE OWNER PRIOR TO FABRICATION.2. FOR TWO - WAY SLAB ALONG THE LONGER SPAN SHALL BE PLACED BELOWTHOSE ALONG THE LONGER SPAN AT CENTER AND OVER THE LONGER SPANBARS NEAR THE SUPPORT UNLESS OTHERWISE INDICATED OR SHOWNIN DETAILS THE SPACING OF THE BARS AT THE COLUMN STRIPS CANBE APPROXIMATELY 1 13 OF THE MIDDLE STRIP IN NO CASE GREATERTHAN 2 13 TIMES THE SLAB THICKNESS.B. ALL DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSESUNLESS OTHERWISE INDICATED.1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTMA - 36Fy 252.0Mpa16mmØ BEND 0.30 MIN.PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTACTING CHIEF, INFRASTRUCTURE DIVISIONCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION:PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONSHEET NO.S-1
0015 16 17 18 19 20 C5C5 C1EFTBC1FTBC1FTBC1FTBC1C1FTBC1FTBC1FTBC1 C1FTBC5C1C5F1C5 C3IC1FTBC1FTBC1FTBC1C1FTBC1FTBC1FTBC3 F2FOUNDATION PLANSCALEPROJECT TITLE :1:100MPREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTACTING CHIEF, INFRASTRUCTURE DIVISIONCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONSHEET NO.S-2
GRADEBEAMFTBFTBCOMBINED FOOTINGFTBFTBFTBVERIFYVERIFYNATURALGRADE LINE2.70 M.2.70GRADE BEAM.90.900.FTBCOLUMNFOOTING3425MM @ 150MM O.CTOP & BOTTOM BOTHWAYSVARIABLECOMBINED FOOTINGFTBFTBFTBFTBFTBBAR SCHEDULE LONGITUDINAL - SECTIONOF COMBINED FOOTING DETAILTYPICAL COMBINED FOOTING DETAILSCALESCALE1:30M1:30M25MM @ 160MM O.CTOP & BOTTOM B.W1.45COLUMN(3RD STEP)FOOTING TIE BEAM( 2ND STEP )325MM @ 150MM O.CCROSS SECTION OF MAT FOOTING (MF)COLUMN FOOTING( 1ST STEP )2NOT TO SCALE1VERIFY25MM @ 150MM O.CTOP & BOTTOM B.WBAR SCHEDULE CROSS - SECTIONOF COMBINED FOOTING DETAILCROSS SECTION OF COMBINED FOOTINGSCALE1:30MSTEPS IN CONCRETE CASTINGOF FOOTING UP TO COLUMNSCALE1:30MNOT TO SCALEPROJECT TITLE :PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:APPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYFERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICECHIEF, PLANS & DESIGN SECTIONACTING CHIEF, INFRASTRUCTURE DIVISIONSHEET NO.S-3
SCHEDULE OF FOOTINGSMARK2134512.012.00 0.96 2.04 1.4663.547THICKNESSLEFT OVERHANGRIGHT OVERHANGSIZE (MM)T (M)(M)(M)(LXW)F O O T I N GR EI NF O R C E M E N TMAIN STEEL TOPMAIN STEEL BOTTOMSECONDARY STEEL TOPSECONDARY STEEL BOTCF11.352.02.036.00 X 7.0025mmØ@145mm C/C32mmØ@175mm C/C25mmØ@ 160mm C/C25mmØ@ 160mm C/CCF21.352.02.036.00X 7.0025mmØ@ 130mm C/C25mmØ@ 100mm C/C25mmØ@ 160mm C/C25mmØ@ 160mm C/CCF31.452.02.036.00X 7.0025mmØ@ 125mm C/C25mmØ@ 100mm C/C25mmØ@ 160mm C/C25mmØ@ 160mm C/CCF41.602.02.036.00 X 10.0025mmØ@ 75mm C/C25mmØ@ 80mm C/C25mmØ@ 160mm C/C25mmØ@ 160mm C/CF10.90--4.70 x 4.7020mmØ@ 230mm C/C20mmØ@ 160mm C/C20mmØ@ 230mm C/C20mmØ@ 160mm C/CF20.90--6.75 X 6.7520mmØ@ 230mm C/C20mmØ@ 190mm C/C20mmØ@ 230mm C/C20mmØ@ 190mm C/CMF1.602.02.0(SEE DETAIL)25mmØ@ 110mm C/C32mmØ@ 110mm C/C25mmØ@200mm C/C25mmØ@ 200mm C/C2.005.78C15.00ABC11.00C52.911.45 2.10LL3.542.06 1.38C1C514.8111.45C5C5C5C1C5C5C3C3C3C13.5012.89C5 03.53FC5C3 C5C5MFC5C1C3C1C1C1C5C1C15.78EC5 C14.58DC539.15CC3TYPICAL MAT FOUNDATION PLAN6.60NOT TO SCALEMAT AND ISOLATED FOOTING LAYOUTNOT TO SCALEPROJECT TITLE :PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTACTING CHIEF, INFRASTRUCTURE DIVISIONCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONSHEET NO.S-4
2GB2C1S1C1S1C1GB1S1GB1S1GB1B1C1 C5C5G1GBC5C1GB1C5C3 C3LS1GBKS1GB1C5GB1 C51GB1GB1S1C5B1B1C5 1C1S1C1GB1GB1 C5JMGB1GB1GI1B1GHC5 00C5GB2GBGB1GB110.0015 16 17 18 19 20 C3GROUND FLOOR FRAMING PLANSCALEPROJECT TITLE :1:100MPREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONACTING CHIEF, INFRASTRUCTURE DIVISIONSHEET NO.S-5
B1C2B3S1C2B2S1B1B3B3S1C2C2B1C2B1B1C2B1C2B1C2 C6B1B2S1B7C4 3B2C2B1S1S1B3C6S1B2C2B3B2S1C6 KNS1B110.00B4B4B4C6JMC2B1C6 .0010.0015 16 17 18 19 20 36B25B34B23B421B3B5B5C4C4C4TYPICAL FROM 2ND TO 4TH FLOOR FRAMING PLAN1:100MSCALEPROJECT TITLE :PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONACTING CHIEF, INFRASTRUCTURE DIVISIONSHEET NO.S-6
21345678910.0010.0012111010.0010.001.301315 16 17 18 19 20 1C2C2B1C2B1C4CSCS 2B1CSB2S1CB1C2B3S1CB2B4B2C4CB1B5B7B3S1C6B4B3C6C4 B2S1C2B1B3B1B3S1S1B2C2S1B4B3B4B3B3C6C2 1B1B3B2S1C2 CSB2S1B3B2B3B3B2C2B1CS C2C6B2B4S1CS B1B4B4S1C2C6C6 C2KNCSC6B3JMS1CS B1B4B4S1C2C6B4C6CS B1C2B1C6 C2B4B3HLB3C6FI0.31B4DGS1C2CES1C2B6CS B1B4BCSB2B6CSB2ACS B1B3C2B6CSB5B3B5B5C4C4C4ROOFDECK FRAMING PLAN1:100MSCALEPROJECT TITLE :PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTACTING CHIEF, INFRASTRUCTURE DIVISIONCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONSHEET NO.S-7
SCHEDULE OF COLUMNBEAMDEPTHAh7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION50ROOFDECK FLOOR LVL.0.800.80ASPHALT TOPPINGAh700MM28-32MMØ VERT. BARS, 7 SETS12MMØ CLOSED TIES SPACED @ 1@0.056@0.10, REST @ 0.150M O.CCANTILEVER SLABFOURTH FLOOR LVL.24-32MMØ VERT. BARS, 7 SETS12MMØ CLOSED TIES SPACED @1@0.05, 4@0.15 REST @ .20M O.CCANTILEVER BEAM7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTIONBhMBEAMDEPTH50SECOND FLOORTOROOFDECK3.50AM0.7000.85RAMP BE0.7000.30.10C2COLUMNC3AhTHIRD FLOOR LVL.BEAMDEPTH500.60FOUNDATIONTOSECOND FLOORTYPICAL EXPANSION JOINT7 SETS OF EXTRA TIESAT S: 24-25MMØ VERT. BARS, 7 SETS12MMØ CLOSED TIES SPACED @1@0.05, 4@0.10 REST @ .20M O.CNOT TO SCALE3.507 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTIONAhELEVATION2ND FLOOR LVL.1C5NOT TO SCALE6 (OFFSET MAXIMUM)500.70BEAMDEPTHTIES: 20-25MMØ VERT. BARS, 7 SETS12MMØ CLOSED TIES SPACED @1@0.05, 4@0.10 REST @ .250M O.C50SECOND FLOORTOROOFDECK1.2Ld0.500.50AhEXPANSION JOINT (SEE DETAIL)4.20FOUNDATIONTOSECOND FLOORTIES: 24 -25MMØ VERT. BARS,12MMØ SPIRAL SPACED @ 1@0.056@0.05, 4@0.075M O.C5 SLOPE7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTIONC60.90FINISH GRADE LINEAhLEGENDS:0.60Bh1.32TRANSITIONMARAMP BE5 SLOPENOTE:1.50TRANSITION1. SEE SCHEDULE OF COLUMNSFOR NUMBER OF TIES PER SET.2. NOT MORE THAN 13 OFVERTICAL BARS SHALL BESPLICED AT ONE LOCATION.3. CONSTRUCTION JOINT OFCOLUMN SHALL BE LOCATEDAT MIDHEIGHT OF FLOOR.5 SLOPETYPICAL RAMP DETAILNOT TO SCALE50BEAMDEPTH0.1806 (OFFSET MAXIMUM)7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTIONAhGROUND LEVEL1GB50TIES: 20-25MMØ VERT. BARS,12MMØ SPIRAL SPACED @ 1@0.056@0.05, 4@0.075M O.CGROUND FLOOR LVL501.50TRANSITIONAh CONFINEMENT TIESBh REGULAR TIE SPACINGLd DEVELOPMENT LENGTHSECOND FLOORTOROOFDECK2.0 (MIN.)4.205 SLOPEBhC4TYPICAL SECOND LEVEL TO FOURTH LEVELAhFOUNDATIONTOSECOND FLOOR25mm X1.2m X 25m STEEL PLATEBh3.50C1FTBFTBFOOTINGTYPICAL COLUMN ELEVATIONNOT TO SCALEPROJECT TITLE :PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTACTING CHIEF, INFRASTRUCTURE DIVISIONCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONSHEET NO.S-8
R.C BEAM12MM CLOSED TIES@ 100MM O.CSCHEDULE OF BEAMSBEAM CROSSSECTIONWidthDepth0SUPPORTTOP BARSMIDSPANBOTTOM BARSSIDE BARSBEAM REBARSR.C BEAM8-12MM VERT.BARS (TOTAL)10BEAMMARKCOLUMNREBARSSTIRRUPSBOTTOM BARSTOP BARSFOOTING TIE BEAMFTB5007004-25mm 4-25mm 4-25mm 6-25mm 4-leg 12MM @ 0.05, 4@ 0.154-16mm rest @ 0.250M O.CR.C BEAM5-12MM VERT.BARS (TOTAL)EXTERIORCOLUMNSECOND & ROOFDECK FLOOR BEAMGB15007008-25mm 8-25mm 8-25mm 8-25mm GB25007004-32mm 4-32mm 4-32mm 4-32mm B15007006-32mm 6-32mm 6-32mm 6-32mm B25007007-32 mm 7-32mm 7-32mm 7-32mm B33004003-25mm 3-25mm 3-25mm 3-25mm B44007007-20mm 7-20mm 7-20mm 7-20mm B54007005-25mm 5-25mm 5-25mm 5-25mm B62007002-16mm 2-16mm 2-16mm 2-16mm B73005003-20mm 3-20mm 3-20mm 3-20mm CB14007005-25mm 2-25mm 5-25mm 2-25mm CB23004003-25mm 2-25mm 3-25mm 2-25mm 4-16mm 4-leg 12MM @ 0.05, 4@ 0.15rest @ 0.20M O.C4-16mm 4-leg 12MM @ 0.05, 4@ 0.15rest @ 0.20M O.C4-leg12MM @ 0.05, 4@ 0.154-16mm rest @ 0.20M O.C4-16mm 4-leg 12MM @ 0.05, 4@ 0.15rest @ 0.150M O.C2-leg12MM @ 0.05, 4@ 0.154-16mm rest @ 0.250M O.C4-16mm 4-leg 12MM @ 0.05, 4@ 0.15rest @ 0.250M O.C4-16mm 4-leg 12MM @ 0.05, 4@ 0.15rest @ 0.250M O.C2-10mm 2-leg 10MM @ 0.05, 4@ 0.15rest @ 0.200M O.C2-16mm 2-leg 12MM @ 0.05, 4@ 0.15rest @ 0.250M O.C2-16mm 4-leg 12MM @ 0.05, 4@ 0.15rest @ 0.250M O.C2-16mm 2-leg 12MM @ 0.05, 4@ 0.15rest @ 0.250M O.CLINE OF BEAMEXTERIORCOLUMNLINE OF BEAMR.C BEAM12MM CLOSED TIES@ 100MM O.CEDGES OF COLUMNREBARSBEAMS REBARSFOR BEAM WIDTH LESS THANCOLUMN DIMENSIONTYPICAL INTERIOR BEAM TOCOLUMN JOINT DETAILNOT TO SCALER.C BEAMBEAMS REBARS12-12MM VERT.BARS (TOTAL)SHORT SPAN (MM)(SPACING)SLAB THKMARK (MM)BAR(dia)BOTTOMBARS12MM CLOSEDTIESCONFINEMENT TIES @COLUMN TO BEAM JOINTLINE OF BEAMS100SCHEDULE OF SLAB (GROUND FLOOR TO ROOFDECK LEVEL)COLUMN REBARS12MM CLOSEDTIES @ 100MM O. CR.C BEAMLONG SPAN (mm)(SPACING)R.C BEAMREMARKSTOP BARSBOTTOMBARSTOP BARS100100100100CS18012MM 200100200100INTERIORCOLUMNm12MM 00 18045.S1EDGES OFCOLUMN12MM VERT. BARS(TYPICAL)FOR BEAM WIDTH LESS THANCOLUMN DIMENSIONTYPICAL INTERIOR BEAM TOCOLUMN JOINT DETAILTYPICAL BEAM TO COLUMN JOINTELEVATION DETAILNOT TO SCALENOT TO SCALEPROJECT TITLE :PREPARED BY:CHECKED BY:SUBMITTED BY:RECOMMEND APPROVAL:FERDINAND S MAGALLANESHONORIO R AGNILAMANUEL G FABROSABELARDO C MATILLANOANTONIO A TAYLAN, JRPOLICE CHIEF INSPECTORPOLICE SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE SENIOR SUPERINTENDENTPOLICE CHIEF SUPERINTENDENTCHIEF OF STAFF, ENGINEERING SERVICEDEPUTY DIRECTOR, ENGINEERING SERVICEDIRECTOR, ENGINEERING SERVICEAPPROVED BY:CONSTRUCTION OF MULTI-LEVEL PARKINGLOCATION: PNP GRANDSTAND, CAMP CRAME, QUEZON CITYCHIEF, PLANS & DESIGN SECTIONACTING CHIEF, INFRASTRUCTURE DIVISIONSHEET NO.S-9
31456123456PEDESTRIAN LANECAR RAMPC63.30WALKSPIRAL RAMPBEAM2003RD FLR FFLB-47-20MM SIDESEE DETAILC6WALKSPIRAL RAMP4TH FLR FFL4-16MM SIDEBARSC6RAMP DETAILSPIRAL RAMPBEAM2ND FLR FFLNOT TO CK FFLS25.00J7-20MM TOPBARSB4B4IB3B3H@ 400 BOTHWAYSB4C612MM RSBC6B3B4FGC6B4E@ 250 O.C BOTHVERT. & HOR.SIDEB7DB3C6B4CSEE DETAIL12MM RSBB4TYPICAL 2ND TO ROOFDECKRAMP FRAMING PL
bar schedule longitudinal - section. 25mm @ 150mm o.c top & bottom b.w. of combined footing detail. scale 1:30m. bar schedule cross - section. 3 2. column footing ( 1st step ) footing tie beam ( 2nd step ) column. of footing up to column. scale 1:30m. steps in concrete casting. 25mm @ 150mm o.c. ftb ftb ftb ftb ftb. ftb ftb ftb ftb ftb .
T A B L E O F C O N T E N T S Description Page No. Criterion 1: Program Mission, Objectives and Outcomes Standard 1.1.1 Standard 1.1.2 (a&b) Standard 1.1.3 Standard 1.1.4 Standard 1.2 Standard 1.3 Standard 1.4 Criterion 2: Curriculum Design and Organization Standard 2.1 Standard 2.2 Standard 2.3 Standard 2.4 Standard 2.5 Standard 2.6
Paper Tray (250 sheets) Standard Standard Standard Manual Feeder Slot (1 sheet) Standard Standard Standard Output Tray (120 sheets) Standard Standard Standard AirPrint Standard Standard Not Applicable Google Cloud Print Standard Standard Not Applicable Network Printing S
Roof Juncture Details pages 8-9 Roof Valley Flashing Details pages 9-10 Roof Projection Flashing Details page 11 Roof Fastener Guidelines page 12 Ventilation Details pages 13-14 Specialty Roof Deck Details pages 15-16 Cold Roof System Details pages 17-18 High Humidity Area Details page 19 Coverage & Exposure Tables page 20 Care & Maintenance Overview pages 21-22 Specification Guidelines pages .
3M ESPE SEPTODONT PROCTER & GAMBLE ECOLAB SDI Visit pattersondental.com and register to order See page 15 for details See page 10 for details See page 21 for details See page 11 for details See page 5 for details See page 9 for details See page 3 for details 5-YEAR LIMITED WARRANTY* BUY 3 White & Brite Tooth See pages 12 to 14 Whitening Deluxe .
T A B L E O F C O N T E N T S Description Page No. Criterion 1: Program Mission, Objectives and Outcomes 4 Standard 1.1.1 4 Standard 1.1.2 (a&b) Standard 1.1.3 Standard 1.1.4 Standard 1.2 5 Standard 1.3 7 Standard 1.4 7 Criterion 2: Curriculum Design and Organization 10 Standard 2.1 11 Standard 2.2 11 Standard 2.3 12 Standard 2.4 12
Mar 25, 2020 · MTM, Direct Connect, Group Caller Id, Voicemail, LD Incl. Plan Details T&C Details 16b Unlimited Feature Phone - BYOD 10.24 Unlimited Unlimited BYOD devices Unlimited Talk and Text Plan Details T&C Details 17 Flat Rate Plan 0.00 .0618/min NA Non-Discounted Handsets Plan Details T&C Details 18 Nationwide 100 5.13 100 NA
Details . 9. Details - Account Details . This option provides the user to view important details of a selected Current or Savings account Select the account number from the drop-down list for which the details are to be displayed Click the Submit button. The system displays the Account Details scre
Tu -Rib Installation Guide. Table of Contents . Description Page JD Metals Requirements Fasteners Trim Vented Ridge & Hip/Ridge Details Rake Details High Side Eave Details Eave Details Endwall & Sidewall Details Transition & Gambrel Details . TUFF-RIB D-5 DOOR TRIM (10') D-10 DOOR TRIM (10')
