150mm thk CHB w/ 10mm∅ Vertical
bars sp. @ 800mm O.C. 10mm∅
100mm thk CHB w/ 10mm∅ Vertical
Horizontal bars every 3 layers SLAB ON GRADE 3000 Psi ( 20.70 Mpa) 20mm 100mm
bars sp. @ 800mm O.C. 10mm∅ 2. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS
SUSPENDED SLAB ------------------------------------------------------------ 20mm
700
Horizontal bars every 3 layers SLAB ON GRADE -------------------------------------------------------------- 40mm
BEAMS STIRRUPS-------------------------------------------------------------- 40mm
FFL COLUMN TIES----------------------------------------------------------------- 40mm
POURED DIRECTLY AGAINST EARTH ----------------------------------------75mm
CONC. SLAB FFL FFL 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 33 FOR DIAMETER 12mm & SMALLER BARS AND
GRADE 40 FOR DIAMETER 16mm AND LARGER BARS
CONC. SLAB CONC. SLAB 4. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE WITH TABLE 1
2100
(TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL
NGL BE STAGGERED WHENEVER POSSIBLE.
500
5. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN DAYS IMMEDIATELY AFTER PORING BY THE USE
OF WET BURLAP, FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS.
6. STRIPPING OF FORMS AND SHORES.
500
D-1 D-2 FOUNDATION-----------------------------------------------------24 HRS
COLUMNS/ WALLS ----------------------------------------------3 DAYS
ROLL-UP DOOR ON 2700 X 2100 PVC FLUSH DOOR ON 50 X 100
SUSPENDED SLABS -------------------------------------------14 DAYS
STEEL DOOR JAMB
LEVER TYPE S.S. KEYED LOCK SET
DOOR JAMB
HINGES: 5 SETS S.S. BUTT HINGES
TOP BARS 2-16mmØ BEAMS/ GIRDERS -----------------------------------------------14 DAYS
REQ'D. 2 SETS LEVER TYPE S.S. KEYED LOCK SET
REQ'D. 3 SETS
MID BARS 2-16mmØ 10mm STIRRUPS sp. @ 1-50mm,
350
5-75mm, 7-100mm REST @ 200mm 12mm∅ Main bars spaced @ 300 mm O.C.
200
BOT BARS 2-16mmØ up to Center w/ 3-10mm∅ Longitudinal bars
75mm thk Gravel bed (G1)
1 DOOR'S & WINDOW'S SCHEDULE
200
500
S-1 SCALE NTS
WALL ON FTB WALL ON WF
2 WALL FOOTING & FTB DETAILS
S-1 SCALE NTS
SHORTER SPAN
S/4 S/2 S/4
COL.STRIP MIDDLE STRIP COL.STRIP
TOP BARS @ COL. STRIP
10mm∅ DSB alternate strainght
& Cut bars spaced @ 150mm O.C.
L/4
L/4
BOT BARS @ MIDDLE STRIP
FFL 10mm DSB alternate straight
CONC. SLAB & bent-up bars spaced @
50mm thk Gravel Bedding(G1) 150mm O.C.
500
700
NGL
TOP BARS @ MIDDLE STRIP
LONGER SPAN
L/2
L/2
L
10mm∅ DSB alternate straight
& bent-up bars spaced @
150mm O.C.
FTB
Temp./Shrinkage Bars @
1500
COL. STRIP 10mm DSB
1200
spaced @ 300mm O.C.
300
75
L/4
L/4
400
7-16mm∅ DSB 11-16mmØ
300
1200
BOTHWAYS
75
100mm thk Gravel Bedding
SECTION (Apple Size) TOP BARS @ COL. STRIP
10mm∅ DSB alternate straight
COLUMN FOOTING
& Cut bars spaced @ 150mm O.C.
C1/F1 PLAN
3 COLUMN FOOTING DETAILS
S-1 SCALE NTS
S/4 S/2 S/4
4 TWO WAY SLAB DETAILS [ S-1 ]
S-1 SCALE NTS
CERTIFIED BY: PROJECT TITLE/ LOCATION: APPROVED BY: SHEET CONTENT SHEET NO.
PRC NO.
TIN S-1
______________________________ PTR AS BUILT PLAN OF 8-8 LAUNDRY SHOP ______________________________ AS SHOWN 3 5
CIVIL ENGINEER BRGY. PINYA, LABO, CAMARINES NORTE
DATE OWNER
PLACE
