SCALE:NTS

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE BUILDING OFFICIAL

GEN. SANTOS CITY

LAND USE & ZONING

LINE & GRADE

PERSPECTIVE BLG"B"
ARCHITECTURAL
PERSPECTIVE BLG"A" SCALE
SCALE NTS NTS

1
00

STRUCTURAL
30

RO
AD
189
71
S6
6° 4
1'E

Here
A
Blg

2
ed

W
N 8'
s

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50 430
Pro

S 7

W E 3

ac
y PLUMBING

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m

os
ar

R
Ph
S LINE BEARING DISTANCE
el
l

g
'W

Sh

ru
0

d
18.98 M
49
41

1-2 S 66° 41'E

ry
cu
43

°
35

er
2-3 S 50° 28'W 7.43 M

dw m
N

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ar tu
W 025

ar
H atu
' 3-4 S 46° 37'W 20.25 M
37 2

M
° S 47° 30'W 19.82 M
46 4-5
S N 65°47'W 8.9 M
5-6
12
25
0 6-1 S 35°49'W 43.41 M ELECTRICAL
4
B"
g"
Bl
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os
op

0
82
Pr

0 'W 19 MECHANICAL
6 °3
47
N6
S
5°4
89 7'W
03

SITE DEVELOPMENT PLAN VISINITY MAP

SCALE NTS SCALE NTS

ELECTRONICS
PROJECT : OWNER : SHEET CONTENTS: SHEET NO.
PRC. NO.: 0150777

VALIDITY: OCT. 12, 2026 AS-BUILT, 1 STOREY RENTAL SPACE WITH STORAGE SHED
EDITO P. SEVILLA PERSPECTIVE
CIVIL ENGINEER
PTR. NO.: 099518557

DATE:
LOCATION : MICHELLE MAE P. SEVILLA
SITE DEVELOPMENT PLAN
VICINITY MAP
A-1
SAN PEDRO ST.BRGY LAGAO
PLACE: GEN. SANTOS CITY GEN. SANTOS CITY
 4-16MM Ø REBARS With 10 MM Ø
Ties Spa. 4@ 0.10m.O.C Rest 0.30 4-16MM Ø REBARS With 10 MM Ø
@0.20m O.C

0.30
Ties Spa. 4@ 0.10m.O.C Rest
@0.20m O.C
0.30
STEEL REINFORCEMENT: GRADE 60, fy = 414 MPa
150mm thk Wall W/
0.30 CONCRETE STRENGTH: fc' = 21 MPa

10mmØ Horizontal and

Vertical DRB

SCHEDULE OF COLUMNS
C1
NATURAL GRADE LINE
NATURAL GRADE LINE
NGL
EARTH SECTION
EARTH SECTION

SECTION 300 X 300

VERT. BARS 4 - 16 mm Ø GRADE 60

0.45
2 SET 10mm Ø GRADE 40
1100

COLUMN TIES
Ties Spa. 4@ 0.10m.O.C Rest @0.20m O.C

1100
1600

2-10mmØ and long bars

1600
C2 10mmmØ stirrups Spaca
100 400

100 400
0.15 @0.30m o.c.
1000 8-20 MM Ø BED BARS SPACING
O.C BOTHWAYS 1000 SECTION 300 X 300
300 VERT. BARS 4 - 16mm Ø GRADE 60
300 1 SET 10mm Ø GRADE 40
COLUMN TIES
8-20 MM Ø BED BARS SPACING Ties Spa. 4@ 0.10m.O.C Rest @0.20m O.C
300
O.C BOTHWAYS

1000
300
1000

C2,F2 DETAILS
1000X1000X300 MM CONCRETE FOOTING 16-20MMØ C1,F1 DETAILS
WALL FOOTING DETAILS (BLDG 'A')
SCALE 1:100
MATTING BEDBARS ON CENTER BOTHWAYS 1000X1000X300 MM CONCRETE FOOTING 16-20MMØ
MATTING BEDBARS ON CENTER BOTHWAYS

1:200
COLUMN AND FOOTING PLAN'(BLDG 'A')
SCALE

4-16MM Ø REBARS With 10 MM Ø

Ties Spa. 4@ 0.10m.O.C Rest
@0.20m O.C 0.30 4-16MM Ø REBARS With 10 MM Ø STEEL REINFORCEMENT: GRADE 60, fy = 414 MPa
4-16MM Ø REBARS With 10 MM Ø Ties Spa. 4@ 0.10m.O.C Rest 0.30 CONCRETE STRENGTH: fc' = 21 MPa
0.30 Ties Spa. 4@ 0.10m.O.C Rest 0.30 @0.20m O.C
@0.20m O.C
0.30
0.30
HP 8"x36

SCHEDULE OF COLUMNS
C1

250MM X 250MM 8MM THK SOLE

PLATE
SECTION 300 X 300
NATURAL GRADE LINE
0.40

NATURAL GRADE LINE VERT. BARS 4 - 16 mm Ø GRADE 60

4 - 15MM X 250 ANCHOR BOLT 2 SET 10mm Ø GRADE 40
EARTH SECTION EARTH SECTION FINISHED FLOOR LINE WITH NUTS AND WASHERS COLUMN TIES
Ties Spa. 4@ 0.10m.O.C Rest @0.20m O.C
FINISHED GRADE LINE
NATURAL GRADE LINE

EARTH SECTION
1100
1100

500
1600

C2
1600

1000

bf
tf
100 400
100 400

100 400

SECTION 300 X 300

d
VERT. BARS 4 - 16mm Ø GRADE 60
1 SET 10mm Ø GRADE 40
tf COLUMN TIES
Ties Spa. 4@ 0.10m.O.C Rest @0.20m O.C
tw
1.0000 8-20 MM Ø BED BARS SPACING 1000 8=25MM Ø BED BARS SPACING 1000 8-20 MM Ø BED BARS SPACING
0.3000 O.C BOTHWAYS O.C BOTHWAYS O.C BOTHWAYS
300 300

0.3000 300 300

P1
1.0000 1000 1000

STRUCTURAL STEEL DETAIL

SECTION 300 X 300
F2,C2 DETAILS F1,C1 DETAILS F1,P2DETAILS VERT. BARS 4 - 16mm Ø GRADE 60
1 SET 10mm Ø GRADE 40
COLUMN TIES
1000X1000X300 MM CONCRETE FOOTING 16-20MMØ 1000X1000X300 MM CONCRETE FOOTING 16-20MMØ 1000X1000X300 MM CONCRETE FOOTING 16-20MMØ Ties Spa. 4@ 0.10m.O.C Rest @0.20m O.C
MATTING BEDBARS ON CENTER BOTHWAYS MATTING BEDBARS ON CENTER BOTHWAYS MATTING BEDBARS ON CENTER BOTHWAYS

COLUMN AND FOOTING PLAN'(BLDG 'B')

SCALE 1:200

PROJECT TITLE: CLIENT: SHEET NAME: SHEET NO.

EDITO P. SEVILLA COLUMN AND FOOTING PLAN (BLG A AND B)

S-1
WALL FOOTING (BLG B)
ENGINEER STRUCTURAL STEEL DETAIL
AS-BUILT, 1 STOREY RENTAL SPACE WITH MICHELLE MAE P. SEVILLA
VALIDITY:
STORAGE SHED DRAWN BY: DATE:
OCTO STAR CONSTRUCTION PTR NO: DATE:
CHECK BY: PROJECT NO:
PLACE: GEN. SANTOS CITY TIN NO: SAN PEDRO ST.BRGY LAGAO GENERAL SANTOS CITY
 1 2 3 4 1 2 3 4

A
A

3988
3988

5990
5990
8000
8000 4000 4000
4000 4000 B
B

2152
2152
C
C

14321
14321

4000

4000
4000

4000
TRUSS TRUSS TRUSS

11000
11000

D
D

4000

4000
4000

4000

E
E

4000 4000
4000 4000
8000
8000

ROOF FRAMING PLAN(BLDG 'A')

ROOF PLAN (BLDG 'A') SCALE 1:100
SCALE 1:100

PROJECT TITLE: CLIENT: SHEET NAME: SHEET NO.

EDITO P. SEVILLA
S-5
ROOF PLAN AND ROOF FRAMING BLG 'A')
ENGINEER
AS-BUILT, 1 STOREY RENTAL SPACE WITH MICHELLE MAE P. SEVILLA
VALIDITY:
STORAGE SHED DRAWN BY: DATE:
OCTO STAR CONSTRUCTION PTR NO: DATE:
CHECK BY: PROJECT NO:
PLACE:GEN. SANTOS CITY TIN NO: SAN PEDRO ST.BRGY LAGAO GENERAL SANTOS CITY
 CONSTRUCTION NOTES
C. NOTES ON REINFORCING STEEL BARS
GENERAL NOTES: TABLE -4 LENGTH OF LAP COMPRESSION SPLICES (mm)
1. ALL REINFORCING STEEL BARS SHALL BE NEW BILLET, HOT ROLLED, WELDABLE, DEFORMED BARS BAR SIZE (mm) f’c = 28 MPa(4000 psi) f’c 35 MPa(5000 psi) f’c = 21 MPa(3000 psi)
1. IN THE INTERPRETATION OF THESE DTAWING INDICATE DIMENTIONS SHALL GOVERN AND CONFORMING TO THE SPECIFICATIONS OF PNS 49: 2001 (ASTM 615) WHOSE GRADE IS SHOWN ON 16 320 320 320
DISTANCES OR SIZES SHALL NOT BE SCALED FOR COSNTRUCTION PURPOSES. TABLE 1. 20 600 600 600
2. THE CONTRACTOR SHALL COORDINATE WITH THE AR, ME , SE , EE AND OTHER UTILITIES AND 25 750 750 750
TABLE - 1 28 820 820 820
EQUIPMENT PLANS FOR THE EXACT SIZE, NUMBER AND LOCATIONS OF ALL SLEEVES OR OPENING
GRADE BAR DIAMETER 32 950 950 950
THRU FLOOR SLABS AND WALL AND ALSO DIMENTIONS.
GRADE 40 (FY= 280 10 MM TO 20 MM 38 1000 1050 1050
MPA)
3. ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE AC-318-08
BULDING CODE, AND ALL STRUCTURAL STEEL. WORK SHELL BE DONE IN ACCORDANCE WITH AISC 5. CLEAR CONCRETE COVER FOR REINFORCING BAR SHALL BE AS FOLLOWS:
SPECIFICATIONS (LATEST EDITION) IN SO FAR AS THEY DO NOT CONFLICT WITH THE LOCAL BUILDING 1. ) CONCRETE CAST AGAIST EARTH 75mm
2. DEFORMED REINFORCING BARS SHALL BE AS FOLLOWS: 2. ) CONCRETE EXPOSED TO EARTH
CODE REQUIREMENTS
20 mm TO 36MM BARS 50mm
2.1 THE MINIMUM YIELD STRENGTH OF WELDABLE BARS 540 MPA (FOR GRADE 414) 16 mm BARS AND SMALLER 40mm
4ALL SLABS, BEAMS GIRDERS AND OTHER STRUCTURAL ELEMENTS WITCH ARE NOT INDICATED
2.2 THE TENSILE STRENGTH SHALL NOT BE LESS THAN 1.25TIMES THE ACTUAL YELD STRENGTH 3 ) CN=ONCRETE NOT EXPOSED TO EARTH OR WAETHER
DETIALED DESIGNATED OR INADVERTENTLY COMITTED BUT ARE NECESSESARY TO BE COORDINATED
SLAB, WALLS JOINTS 20mm
WITH THE ARCHITECTURAL AND OTHER ALLIED ENGINEERING PLANS ANS WELL AS TO COMPLETE THE
3.ALL CONCRETE REINFORCEMENT SHALL BE DETALED, FABRICATED, LABELED, SUPPORTED AND BEAMS AND COLUMNS 40mm
STRUCTURAL WORKS IN ACCORDANCE WITH THE INTENT OF THE LAW AND SPECICIFATION SHALL BE
SPACED IN FORMS, SECURED IN THE REQUIRED LOCATION IN ACCORDANCE WITH THE PROCEDURES
BROUGHT UP DU- RING PRE - BOS /MEEITNG/ NEGOSATIONS.. IT IS UNDERSTOD THATH THE
AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE BUILDING CODE AND THE MANUAL D. NOTES AND FOUNDATION
CONTRUCTOR HAS PROVIDED AND INCLUDED ALL THESE ITEM I THEIR BD.
OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, AC-315. 1. FOOTING ARE DESIGN FOR AN ALLOWABLE SOll. BEARING PRESSURE OF 2089 PSF (100 KPa) AT A
MINIMUM DEPTH OF 0.7 T 1.2 METERS FROM THE NATURAL GRADE LINE CONTRUCTOR SHALL
4. ALL THE REINFORCING BAR SHALL BE CLEANED THOROUGHLY OF ALL LOOSE RUST, SOIL OR OTHER REPORT INWRITING TO THE STRUCTURAL ENGINEER ON THE ACTUAL SOIL. CONDITIONS UNCOVERED
B. NOTES ON CONCRETE MIXES AND PLACING
MATERIAL MMEDIATELY PRIOR TO PLACING CONCRETE. AND CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE.
5. THE REQUIRED LENGTH OF LAP FOR TENSION SPLICES IS BASED ON THE DEVELOPMENT LEGHT ID, 2. NO FOOTING SHALL REST ON FILL FOOTING FOR CHB WALLS AND OTHER MINOR STRUCTURES
1. UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN THE SPECIFICATIONS THE MINIMUM
SHOWN IN THE TABLE 3 FOR RC BEAMS AND GIRDERS, RESPECFULLY AND ON THE FOLLOWING SHALL BE EMBEDDED AT LEAST 600mm FROM THE NATURAL GRADE LEVEL.
20-DAYS CYLINDER COMPRESSIVE STRENGTH OF CONCRETE G SHALL BE AS FOLLOWS:
CLASSIFICATIONS: 3. PROVIDE TEMPORARY REMOVAL OF WATER FROM ANY SOURCE DURING CONSTRUCTION
1.1 FOUNDATION 21 Mpa ( 3000 psi) DEWATERING SHALL BE CAREFULLY AND PROPERLY PERFORMED TO AVOID DISTURBING THE
TENSION SPLICES SPLICE LENGTH FOUNDATIONS AND SLAB BEARING SURFACES.
21 MPa (3000 psi) CLASSIFICATION 4. CONTRACTOR SHALL DESIGN, INSTALL NDMONITOR EXCAVATIONS RETENTION SYSTEMS AS
1.2 RETAING WALL
CLASS A 1.0 L.d REQUIRED FOR PROTECTION IF ADJACENT PROPERTIES AND PROVIDE ALL MEASURESAND
1.3PEDESTALS, COLUMNS AND RC WALLS 21 MPa (3000 psi) CLASS B 1.3 L.d PRECAUTION NECESSARY TO MINIMIZE SETTLEMENT AND PREVENT DAMAGE TO ADJACENT EXISTING
21 MPa (3000 psi) TABLE-2 DEVELOPMENT LENGTH L,d IN TENSION OR NEW CONSTRUCTION.
1.3.1FOUNDATION TO ROOF BEAM
1.4 FLOOR SLABS, BEAMS & GIRDERS 21 MPa (3000 psi) BAR SIZE f’c-= 28.0 MPa (4000 psi) f’c = 34.5 MPa (5000 psi) f’c = 21 MPa (3000 psi) 5. PREPARE CONDITIONS OF CONCRETE SUPPLY AND PLACEMENT OF THE COMPLETE FOUNDATION
(mm) TOP BAR OTHER BAR TOP BAR OTHER BAR TOP BAR OTHER BAR FOR THE FULL THICKNESS AS A CONTINUOUS MONOLITHIC CASTING.
1.5 PARAPET WALLS AND OTHER STRUCTURAL ELEMENTS 21 MPa (3000 psi) 16 390 300 390 300 350 275 6. DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL GROUND FLOOE SLABS HAVE BEEN PLACED
20 600 500 550 450 540 425 AND THE CONCRETE HAS ATTAINED THE REQUIRED STRENGHT.
1.6 PARTITIONS, CURTAIN WALLS, 25 1010 780 910 700 800 650 7. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL ELEVATOR DETAILS REFER TO
BEDDED SLARS, SIDEWALKS, CURS, GUTTER & 21 MPa (3000 psi) 28 1270 980 870 870 1050 835 ARCHITECTURAL , MECHANICAL , PLUMBING AND OTHER TRADES FOR SUBSOIL DRAINAGE SYSTEM
MACHINERY ANCHORS AND OTHER EMBEDDED ITEMS, DEPRESSIONS, FINISHE, DOWELS FOR
1.7 LEAN CONCRETE 10.0 MPa (1500 psi) 6. TOP BARS ARE HORIZONTAL BARS ARE WITH AT LEAST 300mm OF CONCRETE CAST BELOW IT. MASONRY WALLS.
TABLE -3 DEVELOPMENT LEGHT l.d IN TENSION FOR R.C GIRDERS 8. SEE TYPICAL DETAILS OF LIMITING SLOPE OF ADJACENT.
OTHER STRUCTURAL ELEMENTS. (PRISMATIC AND NON- PRISMATIC )
BAR SIZE IN f’c = 28 MPa f’c = 35 MPa f’c = 21 MPa GENERAL NOTES:
2. THE MAXIMUMWATER-CEMENT RATIO SHALL BE 0.44 BY WEIGHT. USE TYPE & ADMIXTURE (RC (mm) 1. STRUTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATION, THE
TOP BOTTOM TOP BAR BOTTOM TOP BAR BOTTOM
CHEM OR EQUIMALENT) CONFORMING TO ASTM C404 TO ENSURE THAT CONCRETE WILL BE IN BARS(mm) BAR(mm) (mm) BAR (mm) (mm) BAR (mm) ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS.
PLASTIC AND WORKABLE FORM. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE WHICH SHALL
16ǿ 390 390 390 390 80 275
INCLUDE THE LOCATION AND DIMENSION OF THE OPENING GROOVES, REGLETS PIPES SLEEVES,
20ǿ 550 580 550 580 540 425
3. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION, RE-HANDLING OR CONDUITS EMEBEDDED OR ATTACHED ITEMS TO CONCRETE ETC. REFER TO ACHITECTURAL
25ǿ 1010 1010 910 910 500 650 MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS.
FLOWING. 28ǿ 1270 1270 1140 1140 1050 835
3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT NEW AND EXSISTING
32ǿ 1660 1550 1480 1480 1380 1250
4. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS UNLESS CONSTRUCTION. THIS SHALL INCLUDE BUT NOT BE LIMITED OTHERWISE SHOWN OR NOTED.
38ǿ 2570 2570 2300 2300 2200 2200 4. ALL DIMENSION SHALL TAKE PRECENCE OER SCALE SHOWN ON PLANS, SECTION AND DETAILS.
AUTHORIZED IN WRITING BY THE SRUCTURAL ENGINEER AND ONLY FOR USUAL CONDITIONS WHERE NOTE: FOR BUNDLE BARS (3 BUNDLE ) MUTLTIPLY ABOVE TABLE IN 1.3
VERATION IS EXTREMELY DIFFICULT TO ACCOMPLISH. 5. GENERAL NOTES AND TYPICAL DETAILS APPLY TO LL DRAWINGS OTHERWISE SHOWN OR NOTED.
7. THE REQUIRED LENGTH OF LAP FOR COMPRESSION SPLICES SHALL BE AS SHOWN IN THE TABLE 4.

PROJECT TITLE: CLIENT: SHEET NAME: SHEET NO.

EDITO P. SEVILLA CONSTRUCTION NOTES

ENGINEER

VALIDITY:
AS-BUILT, 1 STOREY RENTAL SPACE WITH MICHELLE MAE P. SEVILLA S-7
STORAGE SHED DRAWN BY: DATE:
OCTO STAR CONSTRUCTION PTR NO: DATE:
CHECK BY: PROJECT NO:
PLACE:GEN. SANTOS CITY TIN NO: SAN PEDRO ST.BRGY LAGAO GENERAL SANTOS CITY