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 3 S 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 3 S EXTERIOR SPAN INTERIOR SPAN @ SUPPORT @ MID-SPAN SCALE TYPICAL CONVENTIONAL BEAM DETAIL NOT DRAWN TO SCALE 3 3 S MID SPAN TOP BARS RIGHT SUPPORT TOP BARS MIDDLE BARS ( AS SPECIFIED ) RIGHT SUPPORT BOTTOM BARS MID 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 3 S SCALE TYPICAL FOOTING TIE BEAM ( FTB ) DETAIL NOT DRAWN TO SCALE 5 3 S 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: R E I F P R O T E C T I O N F O U A E R U B S A V E L I V E S A N D P R O R E R T I E S C O U R A G E S E R V I C E H O N O R P H I L I P P I N E S 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
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