A B C D E

A B C D E A B C D E
1.00
8.00 2.00
2.00 1.00 2.00 3.00 8.00 M 9.00 M
2.00 3.00 3.00 2.00 1.00 2.00 3.00 1.00
2.00

2.00
WF

1.00

1.00
HALF TRUSS 5

HALF TRUSS 4

RAFTER 2
C2F2
WF-1
C1F1
WF-1
C1F1
B-1 B-1 B-1
50 X 100 C PURLINS
1 C1F1 1 1 RB-1
@ 0.60 M ON CENTER

HALF TRUSS 3
RAFTER 2

4.50
2.80

2.80

2.80

2.80

2.80

2.80
ROOF BEAM LINE
FIREWALL

FIREWALL
WF-1

WF-1

WF-1
S-1

B-2

B-2

B-1

6
S-1 S-1

SS
SS

VA

U
TR
U
10 MM Ø RSB

LL
TR
WF-1 SPACED @ 400 MM

EY
EY
B-1

EY
ON CENTER

LL
TR
LL
ELEV: + 0.40 M WF-1

VA
U
B-2 B-2

VA
2 2 2 RB-1

SS
C1F1 C1F1 C1F1

0.70
TRUSS 2

GIRT TRUSS 1
WF-1

WF-1

11.50 M

11.50 M
9.50 M

9.5 M
3.70

3.70

3.70

3.70

3.70
ELEV: + 0.35 M
9.50

9.50
WF-1

RB-1
B-1

B-2

B-1
S-1 S-1

3.00
WF-1
WF-1

TRUSS 1
15.00 M

15.00 M

5.20
WF-1
10 MM Ø RSB

RB-1
SPACED @ 400 MM
ON CENTER

5.50
ELEV: + 0.40 M
WF-1 B-2 B-2

3
3 3 3

SS
C1F1 C1F1 C1F1

2
U

SS
TR
HALF TRUSS 2
WF-1

U
1.50

1.50
ELEV:

EY

TR
B-1
1

LL
+ 0.35 M
WF-1

EY
SS

VA

LL

VA
WF-1 U
TR

VA
B-1
3.00

3.00

3.00

3.00
HALF TRUSS 1

LL
B-2

B-1
WF-1

EY
WF-1 S-1 S-1 E
LL

TR
1.000.501.00
RB-1
WF-1

VA

U
SS
1.50

B-1

1
RAFTER 1 RAFTER 1
WF-1 B-1 B-1

RAFTER 1

RAFTER 1
4 4 4

1.50
RB-1

1.00
C1F1 C1F1 C1F1 2.00 3.00
2.00 1.00 5.00
3.50

3.50

8.00 M 1.00 2.00 3.00 1.00

1.00 1.00 7.00
9.00 M

1.00 2.00 3.00

2.00 6.00
10.00
2.00
2 ROOF BEAM FRAMING PLAN 3 ROOF FRAMING PLAN
S 1 SCALE 1:100 MTS S 1 SCALE 1:100 MTS

1 FOUNDATION PLAN
S 1 SCALE 1:100 MTS

REPUBLIC ACT 9266 PRESIDENTIAL DECREE No, 49

ARCHITECTURE LAW OF THE

"PROTECTION OF INTELLECTUAL PROPERTY"
NOVEMBER 14, 1972 SCORE: DESIGNER: PROJECT TITLE: INSTRUCTOR: SHEET CONTENT: REMARK: SHEET NO.
ARCUBE COMPANY PHILIPPINES Works of art, architecture, models and
Article 2 Section 25 (4) drawings are creative work and considered
as part of the intellectual property of the
author duly protected under p.d. 49
STUD NO. 20740667 FOUNDATION PLAN
LAGMAN, PIA ROCHELLE R
AR-302
Drawings and specifications & other
contract documents duly signed,
stamped or sealed, as instruments
REPUBLIC ACT 8263
"INTELLECTUAL PROPERTY LAW" NAME: LAGMAN, PIA ROCHELLE R.
MIDTERM PLATE ROOF BEAM FRAMING PLAN
pialagman809@gmail.com
of service are the intellectual
property of the ARCHITECT. it shall
be unlawful for any person w/o the
Section 186
Work of Architecture. - Copyright in a work of
architecture shall include the right to control DATE: 30/09/2022 (STRUCTURAL PLANS) AR. DAISYRY PLACIDO CALMA ROOF FRAMING PLAN
09184680498 written consent of the ARCHITECT to the erection of any building which
reproduces the whole or a substantial part of
duplicate or copy the said the work either in its original form or in any
documents. form recognizably derived from the original: PLATE NO. N/A
 SLAB SCHEDULE
STRUCTURAL NOTES SLAB
THK TYPE
BOTTOM REINFORMENT TOP REINFORCEMENT
DISTRIBUTION REMARK
NUMBERS SHORT SPAN LONG SPAN SS CONT. LS CONT.
A. GENERAL C. MASONRY AND CONCRETE BLOCKS S-1 115 2-WAY #10 @ 180 #10 @ 180 #10 @ 180 #10 @ 180 #10 @ 180

1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL TYPICAL DRAWINGS UNLESS 1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS HAVE A UNIT WEIGHT
OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET NOT TO EXCEED 80 PCF FOR LOAD BEARING TYPE CONCRETE BLOCKS, A
SPECIAL CONDITIONS. MINIMUM COMPRESSIVE STRENGTH OF 6.90 MPA, SHALL BE DEVELOPED. FOOTING SCHEDULE
2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL 2. PROVIDE 1-O/16 VERTICAL BARS AT CORNERS, INTERSECTIONS, END OF WALLS, FOOTING SIZE MM DEPTH OF REINFORCEMENTS
STEEL, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED AND EACH SIDE OF OPENINGS. FOOTING THICKNESS EXCAVATION TRANSVERSE-DIRECTION LONGITUDINAL-DIRECTION REMARKS
FOR ENGINEERS APPROVAL BEFORE FABRICATION. MARK A B H D TOP BOTTOM TOP BOTTOM
3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 MM) ON EACH SIDE OF
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN, CHECK MASONRY WALL OPENING. 16Ø BARS 16 PCS -
WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CIRCUITS, PIPE SLEEVES. F1 1000 L 300 MM 1200 MM -- --
@ 200 MM O.C 16Ø BARS
ETC. TO BE EMBEDDED IN CONCRETE. 4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS

4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGS 5. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BR DIAMETERS WHERE
AND BRACINGS OF THE STRUCTURE FOR ALL LOAD S THAT MAYBE IMPOSED DURING SPLICED DOWELS FROM CONCRETE FOOTINGS OR SLABS SHALL BE EXTENDED
CONSTRUCTION INTO THE BLOCK WALL A MINIMUM OF 30 BAR DIAMETERS, AND DOWELS TO
MATCH VERTICAL REINFORCEMENT OF WALL.
BEAM SCHEDULE
B. CONCRETE AND REINFORCEMENT 6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY
BEAM SIZE REINFORCEMENTS
FILLED WITH CONCRETE GROUT (REFER TO SPECIFICATIONS.) TYPE OF WIDTH HEIGHT BAR SIZE AT SUPPORT AT MIDSPAN TORSION/
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING STIRRUPS
CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318). BEAM B H DIAMETER TOP B. BOTTOM B. TOP B. BOTTOM B. MIDDLE
D. FOUNDATION (MM) (MM) CONT. EXTRA CONT. EXTRA CONT. EXTRA CONT. EXTRA BARS
2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF
SPACING OF Ø10MM
TWENTY EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE AGGREGATE AND 1. FOUNDATION FOOTING ON BORED PILE OR MICROPILE, INCLUDE PILECAP DESIGNS STIRRUPS
SLUMPS AS FOLLOWS. AND CONSTRUCTION SHALL BE DONE BY A REPUTABLE FOUNDATION CONTRACTOR, B-1 200 400 16 12 -- 12 -- 12 -- 12 -- --
(1 @ 0.05 M, 5 @ 0.10M, 5 @
AS APPROVED BY THE STRUCTURAL ENGINEER 0.15M, REST @ 0.20M O.C.)
LOCATION 28 DAYS STRENGTH MAX SIZE AGGREGATE MAX SLUMP
SPACING OF Ø10MM
CURBS & SLAB 3000 PSI (210KG/CM^2) 1 IN (25 MM) 4 IN (100 MM) E. STEEL B-2 150 400 16 6 -- 6 -- 6 -- 6 -- --
STIRRUPS
(1 @ 0.05 M, 5 @ 0.10M, 5 @
ON GRADE
0.15M, REST @ 0.20M O.C.)

FOUNDATION 3000 PSI (210KG/CM^2) 3

IN (19 MM) 4 IN (100 MM) 1. ALL STRUCTURAL STEEL WORKS SHALL BE IN ACCORDANCE WITH ALSO SPECIFICATIONS
4
FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
3 BUILDING.
ALL OTHERS 3000 PSI (210KG/CM^2) IN (19 MM) 4 IN (100 MM)
4 0.20 1.00 1.00
INCLUDING BEAMS
2. ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ASTM A-36 AND ALL
SUSPENDED SLABS,
BOLTS SHALL CONFORM TO ASTM A-325.
WALLS AND COLUMNS
0.20 0.20
3. THE CONTRACTOR SHALL SUBMIT SHOP/FABRICATION DRAWINGS OF ALL

0.30
3. ALL REINFORCING BARS SHALL CONFORM TO A615 GRADE 33 FOR DIA. 12
STRUCTURAL STEEL FRAMING TO INCLUDE MATERIAL SCHEDULES, ERECTION
AND SMALLER BARS AND GRADE 40 FOR DIA 16 AND LARGER BARS. COLUMN HOOPS
SCHEMES, AND DETAIL OF CONNECTIONS AND SPLICES FOR REVIEW AND APPROVAL
ARE ALL GRADE 40 BARS.
OF THE ENGINEER PRIOR TO ERECTION.
4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL TO STANDARDS PRACTICE
4. ALL STRUCTURAL WELDING SHALL CONFORM TO E 70XX.
DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO, UNLESS
OTHERWISE SHOWN OR NOTED
5. ALL STRUCTURAL STEEL SURFACE SHALL BE APPLIED WITH A SHOP COAT OF ZINC

0.30

0.30
1.00

1.00
CHROMATE PRIMER PAINT AFTER FABRICATION AND PRIOR TO ERECTION AND A 6-16 MM Ø VERTICAL BARS 6-16 MM Ø VERTICAL BARS
5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS:
3 SECOND COAT OF THE SAME PAINT AFTER WELDING AND OR ERECTION. W/ 10 MM Ø CLOSED TIES W/ 10 MM Ø CLOSED TIES
SUSPENDED SLABS 4 IN (19 MM)
1 @ 50, 10 @ 100, REST 1 @ 50, 10 @ 100, REST
SLAB ON GRADE 1 41 IN (38 MM) 6. THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS SHOWN IN THESE DRAWINGS
WALLS ABOVE GRADE 1 IN (25 MM)
@200 MM O.C. @200 MM O.C.
AT JOBSITE PRIOR TO THE PREPARATION OF SHOP DRAWINGS.
BEAM STIRRUPS AND COLUMN TIES 1
1 2 IN (38 MM) 6-16 MM Ø FTG BARS 6-16 MM Ø FTG BARS
NOTES:
WHERE CONCRETE IS EXPOSED TO EARTH 2 IN (50 MM) SET BOTHWAYS SET BOTHWAYS
BUT POURED AGAINST FORMS 1. YIELD STRESS OF HOOPS = 60KSI
WHERE CONCRETE IS DEPOSITED 3 IN (75 MM)

6.
DIRECTLY AGAINST EARTH

SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTENDED IN

2. D = USE MAXIMUM COLUMN DIMENSION,
1
6CLEAR HEIGHT OR 18'' (450 MM)
WHICHEVER IS GREATER.
1 C1F1 PLAN 2 C2F2 PLAN
IN ACCORDANCE WITH TABLE 1 (TABLE OF LAP SPLICE AND ANCHORAGE (LENGTH)
UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED
3. NUMBER OF HOOP TIES THE SAME AS PER
COLUMN TIES SCHEDULE.
S 2 SCALE 1:20MTS S 2 SCALE 1:20MTS
WHENEVER POSSIBLE.
4. ALL CONCRETE REINFORCEMENT DETAIL
7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY POSITIONED SHOULD BE DONE IN ACCORDANCE WITH NAT. GRADE LINE NAT. GRADE LINE
ACI DETAILING MANUAL 1980 PUB SP-66 REF. ELEV. = -0.00 M REF. ELEV. = -0.00 M
AND SECURED IN PLACE PRIOR TO PLACING OF CONCRETE

8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, TABLE OF LAP SPLICE AND
GRAVEL FILL GRAVEL FILL
ANCHORAGE LENGTH

MINIMUM OF 1.20 M

MINIMUM OF 1.20 M
STOOLS, EQUIPMENTS, AND MECHANICAL BASES THAT ARE REQUIRED BY THE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. LAP SPLICE LENGTH
TYPE "A" TYPE "B"
9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7)
# 10 0.40 0.30 0.60 COMPACTED FILL
CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP,
FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS. # 12 0.45 0.35 0.60 COMPACTED FILL
6-16 MM Ø VERTICAL BARS 6-16 MM Ø VERTICAL BARS
# 16 0.61 0.40 0.60
10. STRIPPING OF FORMS AND SHORES: W/ 10 MM Ø CLOSED TIES W/ 10 MM Ø CLOSED TIES
# 20 0.71 0.56 0.60 1 @ 50, 10 @ 100, REST 1 @ 50, 10 @ 100, REST

0.30

0.30
FOUNDATION 24 HRS # 25 1.10 0.90 0.66 @200 MM O.C. @200 MM O.C.
# 25 1.40 0.20 0.66
SUSPENDED SLAP EXCEPT WHEN 8 DAYS
6-16 MM Ø FTG BARS 6-16 MM Ø FTG BARS
ADDITIONAL LOADS ARE IMPOSED # 32 1.90 1.40 1.12
SET BOTHWAYS SET BOTHWAYS
# 36 2.41 1.64 1.43
WALLS 18 HRS
NOTES:

BEAMS 14 DAYS 1. TYPE "A" BUNDLED BARS

TYPE "B" INDIVIDUAL BARS/
3 C1F1 PLAN 4 C2F2 PLAN
2. NOT MORE THAN 33% OF THE BARS SHALL S 2 SCALE 1:20MTS S 2 SCALE 1:20MTS
BE SPLICES WITHIN THE REQUIRED LAP
LENGTH.

REPUBLIC ACT 9266 PRESIDENTIAL DECREE No, 49

ARCHITECTURE LAW OF THE

"PROTECTION OF INTELLECTUAL PROPERTY"
NOVEMBER 14, 1972 SCORE: DESIGNER: PROJECT TITLE: INSTRUCTOR: SHEET CONTENT: REMARK: SHEET NO.
ARCUBE COMPANY PHILIPPINES Works of art, architecture, models and
Article 2 Section 25 (4) drawings are creative work and considered
as part of the intellectual property of the
author duly protected under p.d. 49
STUD NO. 20740667 STRUCTURAL NOTES
LAGMAN, PIA ROCHELLE R
AR-302
Drawings and specifications & other
contract documents duly signed,
stamped or sealed, as instruments
REPUBLIC ACT 8263
"INTELLECTUAL PROPERTY LAW" NAME: LAGMAN, PIA ROCHELLE R.
MIDTERM PLATE TABULATIONS
pialagman809@gmail.com
of service are the intellectual
property of the ARCHITECT. it shall
be unlawful for any person w/o the
Section 186
Work of Architecture. - Copyright in a work of
architecture shall include the right to control DATE: 30/09/2022 (STRUCTURAL PLANS) AR. DAISYRY PLACIDO CALMA COLUMN DETAILS
09184680498 written consent of the ARCHITECT to the erection of any building which
reproduces the whole or a substantial part of
duplicate or copy the said the work either in its original form or in any
documents. form recognizably derived from the original: PLATE NO. N/A FOOTING DETAILS
 2-20MMØ BOTTOM 2-20MMØ BOTTOM 0.20 0.20
3-20MMØ TOP 3-20MMØ TOP
2-20MMØ EX. TOP 2-20MMØ EX. TOP
10MMØ @ 8"C/C STIRRUPS
A2 B2 10MMØ @ 8"C/C STIRRUPS
A2 B2
120.0000

3-20MM Ø TOP 120.0000

2-20MMØ EX. TOP 2-20MM Ø TOP

0.40
0.40
10MMØ @ 8"C/C STIRRUPS 10MMØ @ 11"C/C STIRRUPS
2-20MMØ BOTTOM 2-20MMØ EX. BOTTOM
3-20MMØ BOTTOM
3-20MMØ BOTTOM 3-20MMØ BOTTOM
L/4 A2 2-20MMØ EX. BOTTOM L/4 B2 L/4 A2 2-20MMØ EX. BOTTOM L/4 B2
SECTION A2-A2 SECTION B2-B2
L/4 L/4 L/4 L/4

2-20MMØ TOP 2-20MMØ TOP

10MMØ @ 11"C/C STIRRUPS 10MMØ @ 11"C/C STIRRUPS

1 TYPICAL BEAM DETAILS

S 2-2 SCALE 1:20MTS

DOWN INTO EDGE BEAM EXTENDED

CARS MIN. OF 1200 (4'-0'') INTO BARS
SEE CONSTRUCTION NOTES 4-@12@1800 LONO
FOR MASONRY WALL TOP BARS BEND
REINFORCEMENTS (TYPICAL) 0.20M x 0.40M ROOF BEAM MAIN TOP BARS
FIN. FLR. LVL.
0.60 (MIN.) VARIES

MAIN BOT. BARS

8/4 8/4

0.
L/4
L/4

NAT. GRD. LVL.

60
DOWEL BARS TO MATCH
CHB VERT. VARS

60
0.
3/4 3/4
0.25

3 - Ø 10 BOT. BARS
L/4 L/4

60
0.
Ø 10 BOT. BARS @ 300 OC.

0.30

2 WF-1 DETAIL 3 TYPICAL 2-WAY SLAB DETAIL

S 2-2 SCALE 1:20MTS S 2-2 SCALE 1:20MTS

30 BAR DIA (MIN) 30 BAR DIA (MIN)

MAIN REINFORCEMENTS TO BE
TYPICAL CORNER SLAB DETAILS
VERIFY DEPRESS

CONTINUOUS (TOP & BOT. BASRS

4
B = FOR BEAM

S SCALE 1:20MTS
D/3

2-2
D/3

D
D/3

MAIN REINFORCEMENTS TO BE
WHERE JOINT IS AT POINT OF CONTINUOUS (TOP & BOT. BASRS
STRESS PROVIDE SHEAR RODS

D/3D/3
WITH ENGINEERS APPROVAL

D/3

D
10 x 1000 LONG @ 300 O.C
TYPICAL DETAIL FOR BEAM TYPICAL BEAM CONSTRUCTION
5 OR SLAB CHANGE SOFFIT 6 JOINT DETAILS TYPICAL BEAM CONSTRUCTION
S 2-2 SCALE 1:20MTS S 2-2 SCALE 1:20MTS 7 JOINT DETAILS
S 2-2 SCALE 1:20MTS

REPUBLIC ACT 9266 PRESIDENTIAL DECREE No, 49

ARCHITECTURE LAW OF THE

"PROTECTION OF INTELLECTUAL PROPERTY"
NOVEMBER 14, 1972 SCORE: DESIGNER: PROJECT TITLE: INSTRUCTOR: SHEET CONTENT: REMARK: SHEET NO.
ARCUBE COMPANY PHILIPPINES Works of art, architecture, models and
Article 2 Section 25 (4) drawings are creative work and considered
as part of the intellectual property of the
author duly protected under p.d. 49
STUD NO. 20740667 BEAM DETAILS
LAGMAN, PIA ROCHELLE R
AR-302
Drawings and specifications & other
contract documents duly signed,
stamped or sealed, as instruments
REPUBLIC ACT 8263
"INTELLECTUAL PROPERTY LAW" NAME: LAGMAN, PIA ROCHELLE R.
MIDTERM PLATE WF-1 DETAILS
pialagman809@gmail.com
of service are the intellectual
property of the ARCHITECT. it shall
be unlawful for any person w/o the
Section 186
Work of Architecture. - Copyright in a work of
architecture shall include the right to control DATE: 30/09/2022 (STRUCTURAL PLANS) AR. DAISYRY PLACIDO CALMA SLAB DETAILS
09184680498 written consent of the ARCHITECT to the erection of any building which
reproduces the whole or a substantial part of
duplicate or copy the said the work either in its original form or in any
documents. form recognizably derived from the original: PLATE NO. N/A TRUSS DETAILS
 1-2" x 2" x 41" ANGLE KING POST
BARS FOR BOTTOM CHORD

1-2" x 2" x 41" ANGLE

BARS FOR TOP CHORD
3
1-2" x 16 " ANGLE
BARS FOR WEB

1.2 MM THK. x 2" X 4"

C-PURLINS

0.20M x 0.40M ROOF BEAM

25° 25°

VARIES 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 VARIES

1 TYPICALTRUSS DETAILS
S 2-3 SCALE 1:20 MTS

1-2" x 2" x 41" ANGLE

BARS FOR BOTTOM CHORD

1-2" x 2" x 41" ANGLE

BARS FOR TOP CHORD
3
1-2" x 16 " ANGLE
BARS FOR WEB

1.2 MM THK. x 2" X 4"

C-PURLINS

0.20M x 0.40M ROOF BEAM

25°

VARIES 1.00 1.00 1.00 1.00 1.00 1.00

2 TYPICAL HALF TRUSS DETAILS

S 2-3 SCALE 1:20 MTS

REPUBLIC ACT 9266 PRESIDENTIAL DECREE No, 49

ARCHITECTURE LAW OF THE

"PROTECTION OF INTELLECTUAL PROPERTY"
NOVEMBER 14, 1972 SCORE: DESIGNER: PROJECT TITLE: INSTRUCTOR: SHEET CONTENT: REMARK: SHEET NO.
ARCUBE COMPANY PHILIPPINES Works of art, architecture, models and
Article 2 Section 25 (4) drawings are creative work and considered
as part of the intellectual property of the
author duly protected under p.d. 49
STUD NO. 20740667 TRUSS DETAILS
LAGMAN, PIA ROCHELLE R
AR-302
Drawings and specifications & other
contract documents duly signed,
stamped or sealed, as instruments
REPUBLIC ACT 8263
"INTELLECTUAL PROPERTY LAW" NAME: LAGMAN, PIA ROCHELLE R.
MIDTERM PLATE
pialagman809@gmail.com
of service are the intellectual
property of the ARCHITECT. it shall
be unlawful for any person w/o the
Section 186
Work of Architecture. - Copyright in a work of
architecture shall include the right to control DATE: 30/09/2022 (STRUCTURAL PLANS) AR. DAISYRY PLACIDO CALMA
09184680498 written consent of the ARCHITECT to the erection of any building which
reproduces the whole or a substantial part of
duplicate or copy the said the work either in its original form or in any
documents. form recognizably derived from the original: PLATE NO. N/A