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TRANSCRIPT
S C H E D U L E O F S L A B S
C-1
S C H E D U L E O F C O L U M N S
S C H E D U L E O F F O O T I N G S
PC1
SCALE
ELEVATION OF TIED COLUMN
NOT DRAWN TO SCALE
6
3S
SHOWING TIE OR HOOP SPACINGS
NOTE:
"Y" - CLOSER SPACING
OF COLUMN TIES PER
SET AS SPECIFIED IN
THE COLUMN SCHEDULE
FLOOR LINE
SPLICING SHOULD BE LOCATED AT
MID-HEIGHT OF COLUMN OR
@ 1/3 OF COLUMN HEIGHT
3 SETS TIES
FLOOR LINE
FLOOR BEAM
FLOOR BEAM
3 SETS TIES
OFFICE FLOOR LINE
R.C BEAM
R.C GIRDER
STIRRUP
SECTION
SCALE
TYPICAL DETAIL SHOWING ADDITIONAL
STIRRUP AT THE INTERSECTION
OF BEAM AND GIRDER
NOT DRAWN TO SCALE
2
3S
EXTERIOR SPAN INTERIOR SPAN
@ SUPPORT@ MID-SPAN
SCALE
TYPICAL CONVENTIONAL BEAM DETAIL
NOT DRAWN TO SCALE
3
3S
MID SPAN TOP BARS
RIGHT SUPPORT TOP BARS
MIDDLE BARS
( AS SPECIFIED )
RIGHT SUPPORT BOTTOM BARSMID SPAN BOTTOM BARS
@ SUPPORT
@ END
ALL TOP BARS @ SUPPORT EXTENDED CONTINUOSLY
TO CANTILEVERED END.
( UNLESS OTHERWISE SPECIFIED ON BEAM SCHEDULE )
BOTTOM BARS AT SUPPORT
MIDDLE BAR ( AS SPECIFIED )
D'= DEPTH OF INTERSECTING
PERPENDICULAR EDGE OF BEAM.
SCALE
TYPICAL CANTILEVER BEAM DETAIL
NOT DRAWN TO SCALE
4
3S
SCALE
TYPICAL FOOTING TIE BEAM ( FTB ) DETAIL
NOT DRAWN TO SCALE
5
3S
LEFT SUPPORT
TOP BARS
MID-SPAN
TOP BARS
RIGHT SUPPORT
TOP BARS
LEFT SUPPORT
BOTTOM BARS
RIGHT SUPPORT
BOTTOM BARS
MID-SPAN
BOTTOM BARS
MIDDLE BARS
( AS SPECIFIED )
@ SUPPORT@ MID-SPAN
1. SCHEDULE OF FOOTINGS, COLUMN,
SLAB, BEAMS
2. TYPICAL DETAIL SHOWING ADDITIONAL
STIRRUP AT THE INTERSECTION OF BEAM
AND GIRDER
3. TYPICAL CONVENTIONAL BEAM DETAIL
4. TYPICAL CANTILEVER DETAIL
5. TYPICAL FOOTING TIE BEAM (FTB) DETAIL
6. ELEVATION OF TIED COLUMN
S-3
16
NATURAL GROUND LINE
0.0 ROAD
CENTER LINE
PROJECT TITLE: SHEET NO.:SHEET CONTENTS:APPROVED BY:CONCURRED BY: VERIFIED BY:
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COURA GE
SERV I C E
HO N ORPHILIPPINES
FIRE CODE
PREPARED BY: CERTIFIED CORRECT BY:
RENATO BADONG MARCIAL
Admin Staff, Engineering & Maintenance Section,
BFP Regional Office R-8
SSUPT (DSC) BFP
REGIONAL DIRECTOR
Provincial Fire Marshal
BFP Regional Office R-8
Acting Chief, Logistics Division
BFP Regional Office R-8
Municipal Fire Marshal, OIC
BFP Regional Office R-8
FO1 Judelyn C Ylagan
SINSP ERWIN U LIMBAUAN, CE
LOCATION: REGION WIDE ( R-8 )
PROPOSED TYPICAL FIRE STATION
OF BUREAU OF FIRE PROTECTION
PRC No. 0153740
S C H E D U L E O F B E A M S
31
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PARALLEL TO SHORT SPAN
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FS1
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( MM )
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120
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FS2
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120
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CONVENTIONAL
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MARK
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THICKNESS
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TOP BARS AT SUPPORT
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12 %%C @ 100mm O.C.
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12 %%C @ 100mm O.C.
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BOTTOM BARS AT MID-SPAN
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10 %%C @ 200mm O.C.
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R E I N F O R C E M E N T ( MM )
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TOP BARS AT SUPPORT
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10 %%C @ 200mm O.C.
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BOTTOM BARS AT MID-SPAN
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12 %%C @ 150mm O.C.
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ALT. BENT-UP @ L/4
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12 %%C @ 150mm O.C.
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PARALLEL TO LONG SPAN
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REMARKS
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TWO-WAY
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ONE-WAY
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EXCAV'N, D (mm)
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LENGTH
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2000
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DIMENSION ( mm)
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THICKNESS ( mm )
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450
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MARK
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F-1
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T2
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T1
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2000
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WIDTH
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DEPTH OF
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1500 +
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(PARALLEL TO LONG )
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BAR "L"
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12 - 16 mm%%C
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BAR "S"
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(PARALLEL TO SHORT )
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STEEL REINFORCEMENT (mm)
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REMARKS
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fy = 275 MPa
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fc = 24 MPa
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fy = 275 MPa
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fc = 24 MPa
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fy = 275 MPa
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fc = 24 MPa
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-
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400
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12 - 16 mm%%C
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BFP_TYP. FIRE STN.
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CANOPY
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100
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10 %%C @ 150mm O.C.
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10 %%C @ 200mm O.C.
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10 %%C @ 200mm O.C.
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10 %%C @ 150mm O.C.
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ONE-WAY
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12 %%C @ 100mm O.C.
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12 %%C @ 150mm O.C.
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ALT. BENT-UP @ L/4
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NOTES : 1. ALL COLUMN TIES PER SET SHOULD BE SPACED, 3 @ 0.05 M, 5 @ 0.10 M, ALL COLUMN TIES PER SET SHOULD BE SPACED, 3 @ 0.05 M, 5 @ 0.10 M, 7 @ 0.15M & REST AT 0.20 M.O.C ( UNLESS SPECIFIED OTHERWISE ) 2. NO PIPES SHALL BE EMBEDED INSIDE ANY COLUMN. NO PIPES SHALL BE EMBEDED INSIDE ANY COLUMN. 3. ALL PLANTED COLUMNS MUST BE SUPPORTED BY BEAMS OR GIRDERS.ALL PLANTED COLUMNS MUST BE SUPPORTED BY BEAMS OR GIRDERS.
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SIZE: 400 X 400 400 X 400 VERT BARS : 12 - 20mm 12 - 20mm TIES : 10mm BAR - 2 SETS10mm BAR - 2 SETS
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FOUNDATION TO ROOF DECK / ROOF BEAM
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ROOF DECK TO UPPER DECK
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NOTES : 1. NO FOOTING SHOULD REST ON BACKFILLED MATERIALS. NO FOOTING SHOULD REST ON BACKFILLED MATERIALS. 2. IN CASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING CAN'T BE ASCERTAINED, THE IN CASE THE SOIL CONDITION AT THE FOUNDING LEVEL OF THE FOOTING CAN'T BE ASCERTAINED, THE CONTRACTOR MUST CONSULT A SOIL EXPERT OR A GEOTHECNICAL ENGINEER AND EXPLORE THE SURFACE CONDITION.SOIL BEARING PRESSURE OF THE AREA IS ASSUMED TO BE 119.70 kPa (2 500 PSF.) 3. FOUNDING LEVEL OF FOOTING LOCATED AT THE CISTERN AREA MAY BE ADJUSTED TO ACCOMODATE FOUNDING LEVEL OF FOOTING LOCATED AT THE CISTERN AREA MAY BE ADJUSTED TO ACCOMODATE THE DEPTH REQUIREMENT OF THE CISTERN.
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SIZE: 300 X 300 300 X 300 VERT BARS : 8 - 20mm 8 - 20mm TIES : 10mm BAR - 2 SETS10mm BAR - 2 SETS
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SIZE: 250 X 250 250 X 250 VERT BARS : 4 - 20mm 4 - 20mm TIES : 10mm BAR - 1 SET10mm BAR - 1 SET
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BFP_TYP. FIRE STN.
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NOTES : 1. IN TWO- WAYS SLABS, THE BARS ALONG THE SHORT SPAN BE AT THE LOWER LAYER FOR BOTTOM BARS, AND AT THE UPPER LAYER FOR TOP BARS SO THAT IN TWO- WAYS SLABS, THE BARS ALONG THE SHORT SPAN BE AT THE LOWER LAYER FOR BOTTOM BARS, AND AT THE UPPER LAYER FOR TOP BARS SO THAT THE BARS ALONG THE SHORTER SPAN SHALL HAVE THE BIGGER EFFECTIVE DEPTH, UNLESS OTHERWISE DETAILED OR NOTED DUE TO THE CONTINUITY OF BARS FROM ADJOINING SPAN. 2. IF THE TOP BARS REINFORCEMENT OVER A COMMON SUPPORT OF TWO ADJACENT SPAN ARE DIFFERENT, THE SMALLER SPACING SHALL BE FOLLOWED OR IF THE TOP BARS REINFORCEMENT OVER A COMMON SUPPORT OF TWO ADJACENT SPAN ARE DIFFERENT, THE SMALLER SPACING SHALL BE FOLLOWED OR ADAPTED ON BOTH SLAB PANELS AT THE COMMON SUPPORT. 3. BARS SHALL BE SPLICED ONLY WHERE INDICATED ON DETAILS OR AS APPROVED BY THE STRUCTURAL ENGINEER. STRAIGHT CONTINUOUS BARS IN SLAB MAY BE BARS SHALL BE SPLICED ONLY WHERE INDICATED ON DETAILS OR AS APPROVED BY THE STRUCTURAL ENGINEER. STRAIGHT CONTINUOUS BARS IN SLAB MAY BE SPLICED ( LAPPED OR WELDED ) AT SUPPORT FOR BOTTOM BARS AND AT MID SPAN FOR TOP BARS.
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BFP_TYP. FIRE STN.
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A : 10mm%%C BARS - 3 PCS SPCD AT 0.05, 4 PCS SPCD AT 0.10, 6 PCS SPCD AT 0.15, AND REST SPCD AT 0.20 M O.C. UP TO MID-SPAN
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B : 10mm%%C BARS - 2 PCS SPCD AT 0.05, 3 PCS SPCD AT 0.10, 5 PCS SPCD AT 0.15, AND REST SPCD AT 0.20 M O.C. UP TO MID-SPAN
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5 - 20%%C
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6 - 20%%C
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6 - 20%%C
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4 - 20%%C
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FB1
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FB2
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FB3
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FB4
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FB5
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FB6
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4.2
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4.30
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4.20
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5.00/ 5.20
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4.20
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3 - 20%%C
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4 - 20%%C
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4 - 20%%C
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2 - 20%%C
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12 - 20%%C
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6 - 16%%C
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4 - 20%%C
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STIRRUPS
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RB1
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RB2
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RB4
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CB1
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4.00
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3.60
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7.90
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5.00/ 5.20
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2.00
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6 - 20%%C
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4 - 16%%C
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8 - 20%%C
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BOTTOM
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MID - SPAN
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TOP
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BOTTOM
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TOP
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MARK
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( m )
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SPAN/LENGTH
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STEEL REINFORCEMENT ( mm )
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SUPPORT
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A
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2 - 12
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2 - 12
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2 - 12
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2 - 12
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2 - 12
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2 - 12
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A
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A
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A
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A
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B
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250 x 400
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250 x 400
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2 - 12
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2 - 12
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B
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B
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A
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A
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250 x 400
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REMARKS
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MIDDLE BAR
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( mm )
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STIRRUP
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SIZE
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( mm )
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BFP_TYP. FIRE STN.
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fy = 275 MPa
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fc = 24 MPa
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CB2
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1.20
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A
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300 x 450
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300 x 450
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250 x 400
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200 x 400
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250 x 450
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350 x 700
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250 x 450
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300 x 500
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250 x 450
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5 - 16%%C
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3 - 16%%C
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6 - 16%%C
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4 - 16%%C
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5 - 16%%C
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3 - 16%%C
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2 - 20%%C
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6 - 20%%C
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2 - 12
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2 - 12
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RB3
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3 - 20%%C
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7.90
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FTB1
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5 - 20%%C
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A
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2 - 12
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300 x 500
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3 - 16%%C
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4.20/5.00/5.20
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FTB2
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5 - 16%%C
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B
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2 - 12
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250 x 450
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3.85/4.20/4.30
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FTB3
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B
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2 - 12
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250 x 400
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3 - 16%%C
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WB1
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3.50
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2 - 16%%C
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2 - 12
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B
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200 x 350
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4 - 16%%C
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SB1
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3.50
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2 - 16%%C
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2 - 12
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B
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@ STAIR LANDING
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200 x 400
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3 - 16%%C
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5 - 16%%C
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5 - 20%%C
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3 - 20%%C
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5 - 20%%C
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6 - 20%%C
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6 - 20%%C
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4 - 20%%C
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3 - 20%%C
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4 - 20%%C
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4 - 20%%C
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2 - 20%%C
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12 - 20%%C
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6 - 16%%C
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4 - 20%%C
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6 - 20%%C
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4 - 16%%C
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8 - 20%%C
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5 - 16%%C
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3 - 16%%C
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6 - 16%%C
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4 - 16%%C
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5 - 16%%C
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3 - 16%%C
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2 - 20%%C
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6 - 20%%C
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3 - 20%%C
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5 - 20%%C
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3 - 16%%C
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5 - 16%%C
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3 - 16%%C
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2 - 16%%C
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4 - 16%%C
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2 - 16%%C
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3 - 16%%C
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5 - 16%%C
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5 - 20%%C
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3 - 20%%C
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4 - 16
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2 - 12
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B
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BFP_TYP. FIRE STN.
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3.85/4.05/4.20