MINIMUM WEB BARS AND
TYPE OF STIRRUPS
TYPICAL GIRDER DETAILS FASTENING BARS
1 WEB BARS DETAIL 2 STIRRUPS DETAIL
- SCALE 1:NTS - SCALE 1:NTS
ROOF GIRDER LEVEL
GIRDER DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
LABEL
WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
(mm) (mm) *START, 1 @ 50*
TOP BOT TOP BOT TOP BOT
RG01 250 500 16 3 3 3 3 3 3 1-16Ø E.F. 12 14 @ 75 [A], REST @ 200 [A] TO F.E.
RG02 250 500 16 4 3 3 3 4 3 1-16Ø E.F. 12 15 @ 100 [A], REST @ 200 [A] TO C.L.
TYPICAL BEAM DETAILS RG03 250 500 16 5 3 3 4 5 3 1-16Ø E.F. 12 12 @ 100 [A], REST @ 200 [A] TO C.L.
ROOF BEAM LEVEL
GIRDER DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
LABEL
WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
(mm) (mm) *START, 1 @ 50*
TOP BOT TOP BOT TOP BOT
RB01 250 400 16 3 3 3 3 3 3 1-16Ø E.F. 12 8 @ 100 [A], REST @ 150 [A] TO C.L.
RB02 250 500 16 3 3 3 3 3 3 1-16Ø E.F. 12 10 @ 100 [A], REST @ 200 [A] TO C.L.
THIRD FLOOR GIRDER LEVEL
GIRDER DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
LABEL
WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
(mm) (mm) *START, 1 @ 50*
TOP BOT TOP BOT TOP BOT
3G01 250 500 16 3 3 3 3 3 3 1-16Ø E.F. 12 14 @ 75 [A], REST @ 200 [A] TO F.E.
3GO2 250 500 16 6 4 3 3 6 3 1-16Ø E.F. 12 15 @ 100 [A], REST @ 200 [A] TO C.L.
3G03 250 500 16 8 5 3 4 8 5 1-16Ø E.F. 12 12 @ 100 [A], REST @ 175 [A] TO C.L.
TYPICAL BEAM SECTION THIRD FLOOR BEAM LEVEL
BEAM DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
PLAN DETAILS LABEL
WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
(mm) (mm) *START, 1 @ 50*
TOP BOT TOP BOT TOP BOT
3B01 250 400 16 3 3 3 3 3 3 1-16Ø E.F. 12 8 @ 100 [A], REST @ 150 [A] TO C.L.
3B02 250 500 16 3 3 3 3 3 3 1-16Ø E.F. 12 10 @ 100 [A], REST @ 200 [A] TO C.L.
SECOND FLOOR GIRDER LEVEL
GIRDER DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
LABEL
EXTRA BOT. BARS AT WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
CONT. BOT. BARS AT (mm) (mm) *START, 1 @ 50*
SHORT SPAN ALONG RIB TOP BOT TOP BOT TOP BOT
EXTRA BOT. BARS
SHORT SPAN 2G01 250 500 16 3 3 3 3 3 3 1-16Ø E.F. 12 14 @ 75 [A], REST @ 200 [A] TO F.E.
CONT. BOT. BARS AT
LONG SPAN
2G02 250 500 16 7 5 3 3 7 4 1-16Ø E.F. 12 15 @ 100 [A], REST @ 200 [A] TO C.L.
2G03 250 500 16 10 7 4 5 10 7 1-16Ø E.F. 12 REST @ 100 [A] TO C.L.
SECOND FLOOR BEAM LEVEL
BEAM DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
LABEL
WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
SECTION DETAILS (mm) (mm) *START, 1 @ 50*
TOP BOT TOP BOT TOP BOT
2B01 250 400 16 3 3 3 3 3 3 1-16Ø E.F. 12 8 @ 100 [A], REST @ 150 [A] TO C.L.
2B02 250 500 16 3 3 3 3 3 3 1-16Ø E.F. 12 10 @ 100 [A], REST @ 200 [A] TO C.L.
GROUND FLOOR GIRDER LEVEL
GIRDER DIMENSION LONGITUDINAL REINFORCEMENT WEB BARS
LABEL
WIDTH DEPTH Ø I-END MID J-END Ø SPACING (mm)
(mm) (mm) *START, 1 @ 50*
TOP BOT TOP BOT TOP BOT
GG01 250 500 16 5 4 3 3 5 4 1-16Ø E.F. 12 14 @ 100 [A], REST @ 200 [A] TO C.L.
GG02 250 500 16 7 6 3 4 7 6 1-16Ø E.F. 12 12 @ 100 [A], REST @ 200 [A] TO C.L.
3 BEAM AND GIRDER SCHEDULE
- SCALE 1:NTS
CIVIL ENGINEER: PRC NO. PTR NO. PROJECT TITLE SHEET CONTENTS:
0141500 285-2330
PROPOSED THREE(3) - STOREY WITH DECK CONSTRUCTION NOTES
ENGR. LESTER JOHN J. LEQUIN TIN NO. ISSUED AT: DATE ISSUED: RESIDENTIAL HOUSE OWNER: S4
405-333-753 PASIG CITY MARCH 09, 2017 LOCATION: LOT 39 BLK 5, SAN JUAN, TAYTAY, RIZAL ERWIN OCANA
