2ND FFL 17 2ND FLOOR SLAB

16 12
15

14

13 11 12MMØ SPACE AS SHOWN

12

11
12MMØ @ 100MM ON CENTER
2.60

10 10
TYPICAL
S
9
0.30 ZOCALLO DETAIL
3.40

0.25
8 12MMØ @ 100MM ON CENTER 3 6 NTS
7
12MMØ NOSING BAR
10 mm Ø @ 100MM O.C
6
BOTHWAYS
5

STAIR THREAD DETAIL

0.10

LANDING 4 10MMØ @100MM O.C. S

0.03

72
0.
2 6 SCALE 1 : 10 M

0.30
0.80

LANDING BEAM W/ 2-12MMØ

0.77

TOP BARS 2-12MMØ BOT.

GROUND FFL GROUND SLAB BARS AND 10MMØ STIRRUPS
SPACED @ 100MM ON
B
CENTER B

WALL ON COLUMN

S STAIR DETAIL
SCALE 1 : 30 M
1 6 STIRRUPS
STIRRUPS
CONCRETE FACE
CONTRACTOR TO
ENSURE
A A CORRECT STARTER BARS
ARE CAST INTO
CONCRETE
ELEMENTS AS
NECESSARY.
SCHEDULE OF LINTELS U.N.O.
CLEAR SPAN LINTEL SIZE REINFORCEMENT
WIDTH HORIZONTAL BARS
WIDTH (B) DEPTH (H) A B STIRRUPS

>2500 SAME CHB THICKNESS 200 2-Ø12 2-Ø12 Ø8-125

CMU WALL REBARS

>2500 <4500 SAME CHB THICKNESS 300 2-Ø16 2-Ø16 Ø8-175

CMU WALL >4500 <6500 200 400 2-Ø20 2-Ø16 Ø8-200

NOTES :

2-Ø16 EXTRA
VERT. BARS S TYP. STANDARD LINTEL BEAM DETAILS
NTS
4 6
CMU VERT. REINF.
(SEE SCHED. OF REINF.)

POLYURETHANE POLYURETHANE
CMU WALL ELASTIC SEALANT BACKING ROD
OR APPROVED EQUAL
(NON-COMBUSTIBLE)

POLYURETHANE
BACKING ROD BOTTOM OF
2-Ø16 EXTRA CONCRETE SLAB / BEAM
ADDITIONAL VERT. BARS
R.C. COLUMN PVC PIPE SLEEVE
Ø10-400 O.C. POLYURETHANE
OR WALL BEAM SOFFIT
CMU WALL ELASTIC SEALANT POLYURETHANE
OR APPROVED EQUAL ELASTIC SEALANT
CMU VERT. REINF.
(NON COMBUSTIBLE) OR APPROVED EQUAL
(SEE SCHED. OF REINF.)
POLYURETHANE ELASTIC CMU WALL CMU WALL (NON-COMBUSTIBLE)
SEALANT
OR APPROVED EQUAL

CMU VERT. REINF. CMU VERT. REINF. CMU VERT. REINF.

(SEE SCHED. OF REINF.) (SEE SCHED. OF REINF.) (SEE SCHED. OF REINF.)

1-Ø16 EXTRA POLYURETHANE

VERT. BARS BACKING ROD
POLYURETHANE
BACKING ROD

WALL REINFORCEMENT WALL SUPPORT AT BOTTOM WALL SUPPORT AT

S WALL REINFORCEMENT AT CORNER S AT R.C COLUMN WALL S CORNER OF SLAB / BEAM S BOTTOM OF SLAB / BEAM
NTS
5 6 NTS 6 6 7 6 NTS
8 6 NTS

FROM THE OFFICE OF ARCHITECT ENGINEER R.A. 9266. 33 Architecture Act of 2004 PROJECT TITLE OWNER DRAWN BY: NO. REVISIONS DATE. SHEET CONTENTS SHEET NO. S
Drawing and specification duly signed, stamped, or sealed as A PROPOSED 2 STOREY

6
instrument of service are the property and documents of the RESIDENTIAL BUILDING MS. JEANETH RAMIREZ AURELIO SUMEGUIN JR.
architect, whether the object for which they are made is
PRC NO. PRC NO. executed or not. It shall be unlawful for any person, without the
written consent of the architect or author of the said
LOCATION: ADDRESS: CHECKED BY:
PTR NO. PTR NO. documents to duplicate for use in the repetition and for other
BLK 14 LOT 3 PHASE 1 TIERRA
TIN NO. DATE. TIN NO. projects or builders whether executed partly or in whole. GEN. TRIAS CAVITE
NEVADA SAN FRANCISCO GEN.
IAPOA NO. PLACE. DATE/PLACE. TRIAS CAVITE 4107