c.y. 2021 project detailed engineering design plan for …
TRANSCRIPT
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS & HIGHWAYS
REGION IV-AQUEZON 2ND DISTRICT ENGINEERING OFFICE
SUBMITTED:
CHIEF, PLANNING AND DESIGN SECTIONDATE:
FAUSTINO MARK ANTHONY S. DE LA CRUZ
RECOMMENDED:
ASSISTANT DISTRICT ENGINEERDATE:
MA. CHYMBELIN D. IBAL
APPROVED:
DISTRICT ENGINEERDATE:
ROGELIO S. CRESPO
LUCENA CITY
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/
FACILITIES, CONSTRUCTION OF MULTI-PURPOSE BUILDING(BARANGAY HALL) BARANGAY ISABANG, LUCENA CITY, QUEZON
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
TABLE OF CONTENTS
T I T L E P A G E
G-1 COVER PAGE
A R C H I T E C T U R A L
A-1 PERSPECTIVETABLE OF CONTENTSSUMMARY OF QUANTITIESSITE DEVELOPMENT PLANLOCATION & VICINITY MAP
GROUND FLOOR PLANSECOND FLOOR PLANROOF PLANGROUND FLOOR REFLECTED CEILING PLANSECOND FLOOR REFLECTED CEILING PLANFRONT & RIGHT SIDE ELEVATIONREAR & LEFT SIDE ELEVATIONRAMP PLAN & SECTION DETAILTYPICAL TOILET DETAILSIGNAGE DETAIL
A-2
LAND USE & ZONING
LINE & GRADE
ARCHITECTURAL
STRUCTURAL
SANITARY
ELECTRICAL
MECHANICAL
REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
OFFICE OF THE BUILDING OFFICIAL
DISTRICT / CITY / MUNICIPALITY
A-3 SCHEDULE OF DOORS & WINDOWSSTAIR DETAIL & WINDOWSILL DETAILCANOPY DETAIL & RAILING 1 & 2 DETAILTYPICAL ARCHITRAVE & KEYSTONE DETAILDETAIL OF MOLDING 1, 2 & 3CROSS SECTIONLONGITUDINAL SECTION
A-4 FIELD OFFICE DETAIL
S T R U C T U R A L
A-5 PROJECT BILL BOARD DETAIL
SCALE LOCATION MAP2
A-1 NTS
SCALE VICINITY MAP3
A-1 NTS
SCALE SITE DEVELOPMENT PLAN1
A-1 1:500 MTS
E-1 ELECTRICAL NOTESELECTRICAL LEGENDS & SYMBOLSPECIFICATIONELECTRICAL RISER DIAGRAMSINGLE LINE DIAGRAMLOAD SCHEDULEGROUND FLOOR LIGHTING LAYOUTSECOND FLOOR LIGHTING LAYOUTGROUND FLOOR POWER LAYOUTSECOND FLOOR POWER LAYOUT
SUMMARY OF QUANTITIES
S-1 GENERAL CONSTRUCTION NOTES
S-2 GENERAL CONSTRUCTION NOTES
S-3 FOUNDATION PLANSECOND FLOOR FRAMING PLANROOF FRAMING PLAN
E L E C T R I C A L
P-1 PLUMBING NOTES & LEGENDSGROUND FLOOR SEWER LINE LAYOUTSECOND FLOOR SEWER LINE LAYOUTSEWER LINE ISOMETRIC DIAGRAMGROUND FLOOR WATER LINE LAYOUTSECOND FLOOR WATER LINE LAYOUTWATER LINE ISOMETRIC DIAGRAMSEPTIC TANK DETAIL
P L U M B I N G
P-2 CATCH BASIN DETAILGROUND FLOOR DRAINAGE LAYOUTSECOND FLOOR DRAINAGE LAYOUTROOF DRAINAGE LINE LAYOUTDRAINAGE LINE ISOMETRIC DIAGRAM
S-4 RC FOOTING SCHEDULETYPICAL FOOTING DETAIL, DETAIL OF BEAMSCHEDULE OF BEAMS, COLUMN & RC SLABWALL FOOTING DETAIL
S-6 DETAIL ELEVATION OF TRUSS 1REFERENCE WELD DETAIL
S-7 SPOT DETAIL OF TRUSSDETAIL OF TRUSS ANCHORAGE & PURLINCONNECTION DETAILS
S-5 ENDWALL DETAILSTAIR DETAIL, ROOFING FIXERJ-BOLT SPACINGROOF PANEL SIDE LAP DETAILISOMETRIC VIEW OF CONNECTION OF ROOFING TO PURLINS
P E R S P E C T I V E
2
2
A
7
PERSPECTIVESITE DEVELOPMENT PLANLOCATION MAPVICINITY MAPSUMMARY OF QUATITIESTABLE OF QUANTITIES
N
W
S
E
N
W
S
E
PROJECT SITE
A-6 SANITATION TENT PLAN
PROJECT SITE
A B C
1
2
3
4
C
1
300mm X 300UNGLAZED
FLOOR TILE FIN.
7
1
300mm X 300GLAZED WALLTILE FIN.
W3
A B CA' B' 1234 ABC A'B' 1 2 3 4
A' B'
250mm HIGH, 25mm THK CONCRETESIGNAGE LETTERINGFONT STYLE: TIMES NEW ROMAN
RAMPUP
W1
A'STAINLESS STEELGRAB RAIL
A A'
3
4
A'STAINLESS STEEL
GRAB RAIL
P L A N T B O X
STAINLESS STEELGRAB RAIL
A
B
A
SEE MOLDING-2DETAIL
SEE MOLDING-3DETAIL
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
C
STORAGE 2
A BA' B'
1
2
3
4
D
STAIRWELL
TOILET 2
SEE CANOPYDETAIL
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
1500
4500
2250
2250
B CA' B'
1
2
3
4
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
UTILITYROOM
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE
AREA
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
SERVICEDOOR
UTILITYROOM
UP
RAMPUP
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE AREA
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2STORAGE 2
OPENBELOW
A B CA' B'
1
2
3
4
A B CA' B'
1
2
3
4
D1
SLIDESLIDED3
D2
D3 D
3
D4
D5
D5
D6
W1
W3
W1
D1
W1
W1
W1
W1
W1
W3
W4
W2
W2
W1
W1
W1
W1
W1
W3
W3
W1
D5
D
FIBER CEMENT BOARD ON METALFURRING FRAME W/ PAINT FINISH
CEILING FINISH:
EXPOSED UNDERSLAB W/ PAINT FINISH
UP
400X400mm GLAZED FLOOR TILE FINISH(SIZE & COLOR FOR APPROVAL BY THE END USER)
PLAIN CEMENT FINISH(COLOR FOR APPROVAL BY THE END USER)
FLOOR FINISH:
5
150mm THK CHB EXTERIOR WALLW/ PLAIN CEMENT PLASTER PAINTED FINISH(COLOR FOR APPROVAL BY THE END USER)
WALL FINISH:
100mm THK CHB EXTERIOR WALLW/ PLAIN CEMENT PLASTER PAINTED FINISH(COLOR FOR APPROVAL BY THE END USER)
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
3
3
A
7
SCALE GROUND FLOOR PLAN1
A-2 SCALE SECOND FLOOR PLAN2
A-21:100 MTS 1:100 MTS SCALE ROOF PLAN3
A-2 1:100 MTS
SCALE FRONT ELEVATION6
A-2 1:100 MTS SCALE REAR ELEVATION8
A-2 1:100 MTS SCALE LEFT SIDE ELEVATION9
A-2 1:100 MTS
SCALE REFLECTED CEILING PLAN5
A-2 1:100 MTS
SECOND FLOOR
SCALE REFLECTED CEILING PLAN4
A-2 1:100 MTS
GROUND FLOOR
SCALE RIGHT SIDE ELEVATION7
A-2 1:100 MTS
SCALE TYPICAL TOILET DETAIL13
A-2 1:50 MTS
PLAN SECTION A
SCALE RAMP PLAN DETAIL10
A-2 1:50 MTS SCALE RAMP SECTION A12
A-2 1:50 MTSSCALE RAMP SECTION B11
A-2 1:50 MTS
SCALE SIGNAGE DETAIL14
A-2 1:30 MTS
SCHEDULE OF FINISHES:
GROUND FLOOR PLANSECOND FLOOR PLANROOF PLANGROUND & SECOND FLOOR REFLECTED CEILING PLANFRONT, RIGHT SIDE, REAR & LEFT SIDE ELEVATIONRAMP PLAN & SECTION DETAIL, TYPICAL TOILET DETAILSIGNAGE DETAIL
W1
W1
D1
DOUBLE-LEAF MULTI ACTION SWING WOODEN
PANEL DOOR W/ 6mm THK. TEMPERED GLASS
(2 SETS)
D2
DOUBLE MULTI ACTION SLIDING GLASS DOOR W/ 12mm THK.
TINTED TEMPERED GLASS & 6mm THK. TINTED FIXED
GLASS ON POWDER COATED ALUMINUM FRAME
(1 SET)
D3
SINGLE-LEAF MULTI ACTION SWING GLASS
DOOR W/ 6mm THK. TEMPERED GLASS ON
POWDER COATED ALUMINUM FRAME (3 SETS)
D4
SINGLE-LEAF SWING MARINE
PLYWOOD FLUSH DOOR
(1 SET)
D5
SINGLE-LEAF SWING MARINE
PLYWOOD FLUSH DOOR
(4 SETS)
DOWN
OPENBELOW
CB'
INFORMATION /WAITING AREA
2
3
50mmØ G.I. PIPE HANDRAILS
50mmØ G.I. PIPE NEWEL POST
25mmØ G.I. PIPE INT. HANDRAILS
2 3
W3
SLIDE SLIDE
POWDER COATED ON ALUM. FRAME
AWNING TYPE GLASS WINDOW
W/ 6mm THK. BROWN GLASS
(1 SETS)
UTILITYROOMPANTRY
BARANGAYCOMMITTEE
AREA
OFFICE OF THEBRGY. CHAIRMAN HALLWAY
POWDER COATED ON ALUM. FRAME
CASEMENT AND FIXED TYPE GLASS
WINDOW W/ 6mm THK. BROWN GLASS
(15 SETS)
W1
W2
POWDER COATED ON ALUM. FRAME
CASEMENT AND FIXED TYPE GLASS
WINDOW W/ 6mm THK. BROWN GLASS
(2 SETS)
POWDER COATED ON ALUM. FRAME
AWNING TYPE GLASS WINDOW
W/ 6mm THK. BROWN GLASS
(4 SETS)
W4
UTILITY ROOM
W2
W1
W1
TOILET 1
TOILET 2
HALLWAY
1234
A B CA' B'
S E E T R U S S D E T A I L
SEE MOLDING-1DETAIL
C
SEE SPOT DETAIL
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
SCALE LONGITUDINAL SECTION14
A-3 1:100 MTS
SCALE CROSS SECTION13
A-3 1:100 MTS
SCALE SCHEDULE OF DOORS1
A-3 1:30 MTS
SCALE SCHEDULE OF WINDOWS2
A-3 1:30 MTS
SCALE STAIR DETAIL3
A-3 1:50 MTS
PLAN SECTION A
SCALE KEYSTONE9
A-3 1:10 MTS
TYPICAL DETAIL OF
FRONT VIEW SIDE VIEW
SCALE WINDOWSILL DETAIL4
A-3 1:10 MTS
SCALE ARCHITRAVE DETAIL6
A-3 1:25 MTS
TYPICAL
SCALE RAILING-1 DETAIL7
A-3 1:25 MTS
SCALE MOLDING-312
A-3 1:10 MTS
DETAIL OF
SCALE MOLDING-211
A-3 1:10 MTS
DETAIL OF
SCALE MOLDING-110
A-3 1:15 MTS
DETAIL OF
SCALE RAILING-2 DETAIL8
A-3 1:25 MTS
SCALE CANOPY DETAIL5
A-3 1:25 MTS
SCALE SPOT DETAIL15
A-3 1:15 MTS
SCHEDULE OF DOORS & WINDOWSSTAIR DETAIL, WINDOWSILL DETAILCANOPY DETAIL, TYPICAL ARCHITRAVE DETAILRAILING 1 & 2 DETAILTYPICAL DETAIL OF KEYSTONEDETAIL OF MOLDING 1, 2 & 3CROSS & LONGITUDINAL SECTION
4
4
A
7
D6
SINGLE-LEAF SWING MARINE
PLYWOOD FLUSH DOOR
(1 SET)
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
D1
W1
W2
W1
LEGEND & SYMBOLS:
PANEL BOARD (LPP)
ONE-GANG SWITCHSa
Sab TWO-GANG SWITCH
KILOWATT-HOUR METER
SERVICE ENTRANCE
CIRCUIT HOMERUN
CONVENIENCE OUTLET
CEILING LIGHT OUTLET
1-40 WATTS,
Sabc THREE-GANG SWITCH
S2W TWO WAY SWITCH
CONDUIT (FELXIBLE PVC)
CONDUIT (uPVC)
1.
2.
HEREIN.
4.
5.
6.
THE CONTRACTOR.
7.
8.
3.
ALL PIPE SIZES ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE PROVISIONS OF THE PHILIPPINE PLUMBING CODE, THE NATIONAL BUILDING
COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS.
APPROVAL OF THE ARCHITECT OR ENGINEER.REQUIRED FOR PROPER EXECUTION ON OTHER TRADES SHALL BE WITH PRIOR
ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 0.5% MINIMUM UNLESS
ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS. ANY RELOCATIONS
PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION DEPTHS AND INVERT ELEVATIONS OF ALL EXISTING PIPES AND STRUCTURES VERIFIED BY
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY FOUND
CODE, AND THE RULES AND REGULATIONS OF THE LOCAL GOVERNMENT.
CONNECTING POINT.
OTHERWISE SPECIFIED.
SIZES OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE AND COORDINATE THE WORKS WITH THE SEWER EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE
FAUCETF
FLOAT VALVE
LAVATORYFLOOR DRAIN
WCFV
LAV
AD/CBFD
WATER CLOSET
AREA DRAIN/CATCH BASIN
VPDP
SP/WP
CWL
FCCVGV
VS
VSTRVAC
FCO
SSVENT STACKVENT ABOVE CEILINGVENT STACK THRU ROOF
SOIL PIPE/ WASTE PIPE
FLEXIBLE CONNECTOR
VENT PIPEDRAIN PIPE
SOIL STACK
CHECK VALVEGATE VALVECOLD WATER LINE
FLOOR CLEANOUT
GENERAL NOTES:
TUB DRAINTBKITCHEN SINKKSDOWN SPOUTDS
M WATER METER
POLYVINYL CHLORIDEPVCCATCH BASINCB
SCALE FLOOR PLAN1
A-4 1:75MTS
SCALE FRONT ELEVATION3
A-4 1:150MTS SCALE RIGHT SIDE ELEVATION4
A-4 1:150MTS SCALE REAR ELEVATION5
A-4 1:150MTS SCALE LEFT SIDE ELEVATION6
A-4 1:150MTS
SCALE ROOF PLAN2
1:150MTS
SCALE SCHEDULE OF DOOR & WINDOWS9
A-4 1:100MTS
SCALE SEC. DET. OF WINDOW8
A-4 1:150MTS SCALE
DETAIL OF RAFTER TRUSS (5-SETS)7A-4 1:50MTS
SCALE FOUNDATION PLAN10
A-4 1:150MTS
SCALE ROOF FRAMING PLAN11
A-4 1:150MTS
SECTION
SCALE DET. SEC. OF WALL FTG. (WF)12
A-4 1:50MTS
SCALE 15A-4 NTS
SCALE ELECTRICAL LAYOUT14
A-4 1:150MTS
SCALE DET. OF PEDESTAL FOOTING (PF)
A-4 1:50MTS
A-4
FLOURESCENT LAMP
CO CLEANOUT
P E R S P E C T I V E
W2
W1
D-1 W-1 W-2
SIZE OF CONDUCTORS ANDCONDUITS
POWER SUPPLY : 230V, 60Hz, SINGLE PHASE, LINE TO LINE SERVICE
NO. OF OUTLET
LOAD SCHEDULE PANELBOARD LPP
LOLOAD DESCRIPTIONCKT NO. AMPERES
COVA
SCOSWVOLTS PROTECTION
a b
20W20W
Sab
LPP
D1
W1
PLAN
13
FIELD OFFICE DETAIL
5
5
A
7
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
SCALE DPWH STANDARD PROJECT BILL BOARD1
A-5 NTS
SCALE BILLBOARD ORIENTATION2
A-5 NTS SCALE TYPICAL FARM ELEVATION3
A-5 NTS SCALE FRONT ELEVATION4
A-5 NTS
OPTION 1
SCALE FRONT ELEVATION5
A-5 NTS
OPTION 2
PROJECT BILL BOARD DETAIL
6
6
A
7
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
SANITATION TENT PLAN
7
7
A
7
SCALE PERSPECTIVE
NTS1
A-6
G E N E R A L C O N S T R U C T I O N N O T E SGENERAL NOTES
THE FOLLOWING SHALL GOVERN THE DESIGN FABRICATION AND CONSTRUCTION OF THE PROJECT.
A. DEAD LOAD
1.0 STANDARDS AND REFERENCES
1.1 NATIONAL STRUCTURAL CODE OF THE \ PHILIPPINES (N.S.C.P 2015) VOL. 1, SEVENTH EDITION.
2.0 DESIGN CRITERIA
CONCRETE 23.56 kN/mSTEEL 76.93 kN/m150 CHB WALL 3.11 kPa100 CHB WALL 2.98 kPa
B. LIVE LOADROOF DECK 1.90 kPa OFFICE 2.40 kPa TOILETS 1.90 kPa CORRIDORS ABOVE, STAIRS 3.80 kPa CORRIDORS ON GROUND 4.80 kPa
C. WIND LOAD BUILDING CATEGORY = 1 (ESSENTIAL FACILITIES)
P = qh [(GCpf)-(GCpi)] (DESIGN WIND PRESSURE)
WHERE: qh = VELOCITY PRESSURE (kPa) GCpf = EXTERNAL PRESSURE COFFECIENT GCpf = INTERNAL PRESSURE COFFECIENT
D. SEISMIC LOAD
V =
Vmax =
Cvl WRT
DESIGN BASE SHEAR)
2.50CaIRT
Vmin = 0.80 ZNvIR
Vmin = 0.11 CalW
ZONE 4)
W =\ TOTAL DEAD LOADT = NATURAL PERIOD = Ct (h)WHERE: C\ = NUMERICAL COEFFICIENT h = BUILDING HEIGHTI = IMPORTANCE FACTOR = 1.00 R =NUMERICAL FACTOR = 8.50SEISMIC COEFFICIENT Cv = 0.44 Nv
Ca = 0.64 NvNEAR SOURCE FACTOR (5 km) Nv = 1.0
Na = 1.0Z = SEISMIC ZONE = 0.40 (ZONE 4)S = SOIL TYPE = D
2.2 DESIGN STRESSESA. CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS:
a. FOOTINGS, COLUMNS, BEAMS AND SLABS
B. REINFORCING STEEL BARSa. FOR BARS 16mm AND GREATER (INTERMEDIATE GRADE DEFORMED BAR)b. FOR BARS LESS THAN 16mm (STRUCTURAL GRADE DEFORMED BAR)
C. STRUCTURAL STEEL ASTM-A36FOR TRUSSES, BRACINGS , & STRUTS
D. MASONRY UNIT (CHB)NON -LOADING BEARING CHB WALLS
E. WELDS F. STRUCTURAL BOLTS ASTM- A307 a. Ft = 96.60 mPa (14, 000 psi)
b. Fv= 69.00 mPa (10, 000 psi) 3.0 IN THE INTERPRETATION OF THE DRAWING, INDICATED DIMENSIONS SHALL GOVERN. DISTANCES AND SIZES SHALL NOT BE SCALED FOR CONSTRUCTIONS PURPOSES
4.0 IN REFERENCES TO OTHER DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR DEPRESSIONS IN FLOORSLABS, OPENINGS IN THE WALLS AND SLABS, INTERIOR PARTITIONS, LOCATIONS OF DRAINS ETC.
5.0 IN CASE OF DISCREPANCIES AS TO THE LAYOUT, DIMENSIONS AND ELEVATIONS BETWEEN THE STRUCTURAL PLANS AND ARCHITECTURAL DRAWINGS, THE CONTRACTORS SHALL NOTIFY BOTH THE STRUCTURAL ENGINEER AND ARCHITECTS.
6.0 ALL CONCRETE WORKS AND CONCRETE REINFORCEMENTS SHALL BE DONE IN ACCORDANCE WITH THE ACI.318-14M BUILDING CODE REQUIREMENT AND ALL STRUCTURAL STEEL WORKS ACCORDING WITH THE AISC-05 IN SOFAR AS THEY DO NOT CONFLICT WITH THE LOCAL BUILDING CODE REQUIREMENT.
7.0 ACI REFERS TO AMERICAN CONCRETE INSTITUTE, AISC REFERS TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND ASTM REFERS TO AMERICAN SOCIETY FOR TESTING MATERIALS.
8.0 CONSTURCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
9.0 SHOP DRAWING WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEELS, MISCELLANEOUSIRON, PRE-CAST CONCRETE, ETC. SHALL BE SUBMITTED FOR ENGINEERS APPROVAL BEFORE FABRICATION.
10. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEUOS CURBS, SILLS ,STOOLS EQUIPMENT ANDMECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL ,ELECTRICAL AND MECHANICAL DRAWINGS.
11. ALL RESULTS OF THE MATERIAL TESTING FOR CONCRETE, REINFORCING BARS & STRUCTURAL STEEL MUST BE NOTED &\ APPROVED BY THE MATERIALS ENGINEER/STRUCTURAL DESIGNER.
NOTES ON CONCRETE MIXES & PLACING1. ALL CONCRETE SHALL DEVELOP A\ MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT (28) DAYS W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMP AS FOLLOWS.
LOCATION
ALL OTHERS, INCLUDING
SUSPENDED SLABSCOLUMNS BEAMSSLAB ON FILL
28 DAYS STRENGTH
4000 PSI (27.6 MPa)
4000 PSI (27.6 MPa)4000 PSI (27.6 MPa)2500 PSI (17.5 MPa)
MAX. SIZE OFAGGREGATE MAX SLUMP
20 mm
20 mm20 mm20 mm
100mm
100mm100mm100mm
2. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.SUSPENDED SLABS SLAB ON GRADE 40mmWALLS ABOVE THE GRADEBEAM STIRRUPS AND COLUMN TIESWHERE CONCRETE IS EXPOSED TOEARTH BUT POURED AGAINST FORMSWHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST EARTH
20mm
25mm
40mm
50mm
75mm
3. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSISITON WITHOUT SEGREGATION. RE-HANDLINGOR PLACING SHALL BE DONE PREFERABLY WITH BUGGIES , BUCKETS OR WHEELBARROWS, NO CHUTES WILL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM HOPPERS TO BUIGGIES,WHEELBARROWS OR BUCKETS IN WHICH CASE THEY SHALL NOT \ EXCEED SIX (6) METERSIN AGGREGATE LENGTH.
4. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS UNLESSAUTHORIZED IN WRITING DESIGNER AND ONLY FOR UNUSUAL CONDITIONS WHERE VIBRATIONSARE EXTREMELY DIFFICULT TO ACCOMPLISH.
5. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY POSITIONED & SECUREDIN PLACE PRIOR TO PLACING OF CONCRETE.
6. ALL CONCRETE SHALL BE KEPT MOST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE O\ WET BURLAP, FOG SPRAYING, CURING COMPOUNDS OR OTHERAPPROVED METHODS.
7. STRIPPING OF FORMS AND SHORES:FOUNDATIONSUSPENDED SLAB EXCEPT WHENADDITIONAL LOADS ARE IMPOSEDWALLS
BEAMSCOLUMNS
24 HOURS
8 \ DAYS
21 DAYS14 DAYS 21 DAYS
8. THE CONTRACTOR SHALL SUBMIT THE SCHEDULE OF POURING AND THE LOCATION OF THE CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER AT LEAST (4) DAYS PRIOR TO THE POURING FOR APPROVAL.
9. THE CONTRACTOR SHALL FURNISH AND MAITAIN ADEQUATE FORMS AND SHORINGS UNTIL THE CONCRETE MEMBERS HAVE ATTAINED THEIR WORKING CONDITION AND STRENGTH.
NOTES ON FOOTINGS1. FOOTINGS ARE DESIGNED FOR AN ALLOWANCE SOIL BEARING PRESSURE OF 96 KPa (2000psf).
CONTRACTOR SHALL REPORT TO THE ENGINEER, IN WRITING ,THE ACTUAL SOIL CONDITIONS UNCOVERED AND CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE.
2. FOOTING SHALL REST AT LEAST 1500mm BELOW NATURAL GRADE LINE UNLESS \ OTHERWISE INDICATED IN PLANS. NO FOOTING SHALL REST ON FILL
3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 75mm CLEAR FOR CONCRETE. 4. IN CASES WHERE THE SOIL CONDITION IS SUCH THAT THE MINIMUM ALLOWABLE SOIL PRESSURE
OF 96KPa (2000 psf) CAN NOT BE ATTAINED AT A\ PRACTICAL DEPTHS THE USE OF MICROPILES ,BORED PILES, OR DRIVEN PILES MAY BE ADOPTED IN LIEU OF STANDARD ISOLATED FOOTINGS.
NOTES ON REINFORCEMENT1. UNLESS OTHERWISE NOTED IN PLANS, THE YIELD \ STRENGTH OF REINFORCING BARS SHALL BE:
A. FOOTINGS , FOOTING BEAMS AND GIRDERS B. COLUMNS AND SHEAR WALLS C. BEAMS AND GIRDER D. NON-LOAD BEARING WALL PARTITIONS ,BEDDED SLABS , FLOOR & ROOF SLABS,
PARAPETS ,CATCH BASIN,SIDE WALK2. ALL REINFORCING BARS SIZE 10mm OR LARGER SHALL BE DEFORMED IN ACCORDANCE WITH THE ASTM A-706
BARS SMALLER THAN 10mm MAY BE PLAIN.3. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE w/ (TABLE B
TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWNON DRAWINGS , SPLICES SHALL BESTAGGERED WHENEVER POSSIBLE.
NOTES ON CONCRETE SLABS 1. ALL SLAB REINFORCEMENTS SHALL BE 20mm CLEAR MINIMUM FROM BOTTOM AND FROM THE TOP OF SLAB.2. UNLESS OTHERWISE SHOWN, REINFORCEMENT IN CONTINUOUS ELEVETED SLAB SHALL BE CUT AS FOLLOWS:
L1L1/4 L1/4 L2/4
3. IF SLABS AR E REINFORCED BOTHWAYS BARS ALONG THE SHORTER SPAN SHALL BE PLACED BELOW THOSE ALONE THE LONG SPAN AT THE CENTER AND OVER THE LONGER SPAN FORREINFORCING BARS NEAR THE SUPPORTS. THE SPACING OF THE BARS AT THE COLUMN STRIPS
4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION AND
SHALL NOT BE MORE THAN ONE AND A\ HALF ( ) SLAB THICKNESS.
SHALL NOT BE LESS THAN 0.0025 X\ GROSS-SECTIONAL AREA (Ag) OF THE SLAB. SEE SCHEDULE BELOW)
SCHEDULE OF MINIMUM SLAB REINFORCEMENT
100 mm125 mm150 mm
200 mm175 mm
10 mm ø @ 250 mm EACH WAY
MINIMUM TEMPERATURE BARS
5. UNLESS OTHERWISE NOTED IN THE PLANS ALL BEDDED SLABS SHALL BE REINFORCED WITH 10 mm øAT 250mm O.C. EACH WAY TO CENTER OF SLAB AND CONSTRUCTION JOINTS FOR SAME SHALL NOT BE LESS THAN 3.65 METER APART.
6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB ( TWO ADJACENT DISCONTINUOES EDGES)AS SHOWN BELOW.
7. CONCRETE SLAB REINFORCEMENT BE PROPERLY SUPPORTED WITH 10mm STEEL CHAIROR APPROVED EQUIVALENT SPACED AT 1.0 METER ON CENTER BOTHWAYS.
1 12
4- ø12 @ 1800 LONG TOP BARS BENDBARS MIN. OF 1,200 (4'-0") INTO BARS.
4- ø12 BOTT BARS
DOWN INTO EDGE BEAM. EXTENDED
600
600
600
TYPICAL CORNER SLAB DETAIL
MID-DEPTH OF SLAB ø12x1000 LONG AT
1- ø12 TOP &BOTT. BARS
AT EACH CORNER
38mm CLEAR
400
SLABOPENING
OMIT TRIMMER BARS WHERE
TYPICAL SLAB
OPENING IS FRAMED BY BEAM
BARS UP TO BEAM SUPPORTIN TWO WAY SLAB EXTEND
NOTES ON COLUMNS1. PROVIDE EXTRA SETS OF TIES AT 100 O.C. FOR TIED COLUMN REINFORCEMENT ABOVE
AND BELOW BEAM-COLUMN CONNECTIONS FOR A DISTANCE FROM FACE OF CONNECTION EQUAL TO GREATER OF THE OVERALL THICKNESS OF COLUMN, 1/6 THE CLEAR HEIGHT OF
OPENING DET.
2.MONOLITHICALLY WIT HTHE CORE WITH A\ MINIMUM THICKNESS OF 40mm AND NOT LESS THAN 40 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE IN MILLIMETERS.
COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE CAST
SLOPE MONOLITHICALLY WITH THE CORE WITH MINIMUM THICKNESS OF 40mm AND NOT LESS THAN 40 TIMES THE MAXIMUM SIZE COARSE AGGREGATE IN MILLIMETERS
WHERE COLUMNS CHANGE IN SIZE ,VERTICAL REINFORCEMENT SHALL BE OFFSET AT A3.
REINFORCEMENT SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN HEIGHT, AND THE SPLICE LENGTH SHALL BE LESS THAN 40 BAR DIAMETERS. WELDING OR APPROVED
UNLESS OTHERWISE INDICATED IN THE PLANS, LAP SPLICES FOR VERTICAL COLUMN4.
MECHANICAL DEVICES MAY BE USED PROVIDED THAT NOT MORE THAN ALTERNATE BARS ARE WELDED OR MECHANICALLY SPLICED AT ANY LEVEL AND THE VERTICAL DISTANCES BETWEEN THESE WELDS OR SPLICES OF ADJACENT BARS IS NOT LESS THAN 600mm.
CROSS-TIE
H
H10d min.
350m
m. M
AX.
DJO
INT
REIN
F.
ShDC
ON
F. R
EIN
F.
CO
NF.
REI
NF.
SIDES OF THE COLUMN. ALL OTHER
THERE ARE BEAMS HAVING WIDTH OF
CONDITIONS USE HOOPS @ "Sh" CENTERS.
FOR COL. BAR SPLICES SEE TABLE
JOINT HOOP SPACE @ "2Sh" WHEN
WIDTH &\ DEPTHS NOT LESS THANAT LEAST ONE-HALF THE COLUMN
BEAM THAT FRAME INTO FOUR THREE QUARTERS OF THE DEEPEST
NOTE:
D Sh
CO
NF.
REI
NF.
CO
NF.
REI
NF.
DJO
INT
REIN
F.
TYPICAL COLUMN ELEV. SHOWINGDOWELS AND TIES SPACING
ALL CONCRETE REINF. DETAIL SHOULDBE DONE IN ACCORDANCE WITH ACIDETAILING MANUAL (LATEST EDITION)
COLUMN REINFORCEMENTOF MIN. LAP SPLICE LENGTH OF
PER
SCHE
DUL
EC
OLU
MN
TIE
S A
S
LAP SPLICE LENGTH:
SHALL BE 600mm.TWO ADJACENT BARS SPLICES
ALTERNATE BARS SHOULD BEAT ANY LEVEL NO MORE THAN
SPLICED. MIN. DISTANCE BET.
0.25L
REQ'D. BOTT. BARS @ SUPPORTTOP BARS @ SUPPORT (CONT.)
0.22L
0.165L SPLICE BOTTOM BARS
EXTRA TOP BARS@ SUPPORT
AT MID SPAN
L
CO
NF.
REI
NF.
TIE
S LA
T. T
IES
JT. R
EIN
F.H (C
LEA
R HE
IGHT
OF
CO
L.)
HALF
OF
"H"
WITH
IN C
ENTE
R
TYP. DETAIL OF COL. LAP SPLICE& EXT. GIRDER TO COL. CONNECT.
NOTES ON BEAMS AND GIRDERS 1. UNLESS, OTHERWISE NOTED IN PLANS , CAMBER ALL BEAMS AND GIRDER AT
LEAST 6 mm ø FOR EVERY 4.50 M OF SPAN, EXCEPT CANTILEVERS FOR WHICHTHE CAMBER SHALL BE AS NOTED IN PLANS OR AS ORDERED BY THE ENGINEER BUT IN NO CASE LESS THAN 20 mm FOR EVERY 3.0 M\ OF FREE SPAN.
2. TYPICAL BARS BENDING AND CUTTING DETAILS FOR BEAMS SHALL BE AS
BENT BAR
TOP BAR
BOTTOM BAR
L2 3L2 3
L2
L1 13 L1 3
L1
L2 5 L2 5L1 5 L1 5
2-12mmø SIDE BARS WEB BARS TOP BARS
BOTTOM BARS
FIGURE B-1
fy = 414 MPa ( 60,000 psi )fy = 414 MPa ( 60,000 psi )fy = 414 MPa ( 60,000 psi )
fy = 275 MPa ( 40,000 psi )
33
2.1 LOADINGS
W
W
WHERE:
b. SLAB ON FILLf'c = 20.7 MPa (3,000 psi)f'c =17.5 MPa (2,500 psi)
fy = 414 MPa (60,000 psi)fy = 275 MPa (40,000 psi)
fy = 248 MPa (36,000 psi)
fm' = 3.45 MPa (500 psi)E 60XX ELECTRODE
COLUMN OR 450mm.
SHOWN IN FIG. B-1
L2
C. SLAB f'c = 20.7 MPa (3,000 psi)
EXPOSURE CAT.
WIND VELOCITY
(URBAN OR SUBURBAN AREAS WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS)
V=250 KPH
B
10 mm ø @ 250 mm EACH WAY
10 mm ø @ 250 mm EACH WAY
10 mm ø @ 250 mm EACH WAY10 mm ø @ 250 mm EACH WAY
400
1 1 1
1111
GENERAL CONSTRUCTION NOTES
8
1
S
7
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
9
2
S
7
GENERAL CONSTRUCTION NOTES
EMBEDMENT LAPPED
fc`= 20.7MPa(3000psi) fc`= 27.6 MPa (4000psi)
400
300
300
300
300
300
300
300
300
550800
550 350
600
400
(DEFORMED MM)BAR SIZES
Ø10
1300 850950
NOTES:1. TOP PLAIN BARS, MULTIPLY VALUE BY 22. NOT MORE THAN 33% OF THE BARS SHALL BE
SPLICED WITHIN THE REQUIRED LAP LENGTH
750 1000 650
EMBEDMENT LAPPED
400
300
300
750
500
1100
850
EMBEDMENT LAPPED
fc`= 20.7MPa(3000psi) fc`= 27.6 MPa (4000psi)
400
300
300
325
250
350
225
275
550625
500 475
550
450
(DEFORMED MM)BAR SIZES
775 700700
NOTES:
3. VALUES GIVEN ABOVE CAN ALSO BE USED FOR COLUMNS
2. NOT MORE THAN 33% OF THE BARS SHALL BESPLICED WITHIN THE REQUIRED LAP LENGTH
625 675 625
EMBEDMENT LAPPED
400
300
300
625
500
775
675
3. IF THE BEAM REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FROM THE BAR TO THE FARTHER FACE OF THE WALL IS NOT LESS THAN 25mm. EMBEDMENT LENGTH SHALL BE SHOWN IN A TABLE 'A' FOR TENSION BARS AND TABLE 'B' FOR COMPRESSION BARS UNLESS UNLESS SPECIFIED IN PLAN. TOP BARS AND SHALL NOT BE SPLICED WITHIN THE COLUMN OR TWO STIRRUPS SHALL BE PROVED AT ALL SPLICES.
4. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS, USED 25mm BAR SEPARATORS SPACED AT 1.0M ONON CENTER ON NO CASE SHALL THERE BE THAN TWO (2) SEPARATORS BETWEEN LAYERS OF BARS
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS OR STEEL SHAPES SHALL BE AS SHOWN IN FIGURE B-2UNLESS ELSEWHERE.
MAIN REINFORCEMENT
t
t OR
1\/4
D SLEEVES FOR UTILITYPIPES MAX. 1\/5 D
PROVIDE 33- ø10 EXTRA STIRR
TYP. DET. FOR SLEEVESTHRU CONCRETE BEAM
EACH SIDE OF SLEEVES
D
6. WHEN A\ BEAM CROSSES A GIRDER , REST BEAM ON TOP OF GIRDER BARS, BEAM REINFORCING BARS SHALL BE SYMMETRICAL ABOUT THE CENTER LINE WHENEVER POSSIBLE.
7. GENERALLY, NO SPLICES SHALL BE PERMITTED AT POINTS WHERE CRITICAL BENDING STRESSES OCCUR, SPLICESWHERE SO PERMITTED SHALL BE INDICATED IN TABLE 'A' AND 'B'. WELDED SPLICES SHALL DEVELOP IN TENSION ATLEAST 125% OF THE SPLICED YIELD STRENGTH OF THE BAR NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTIONIS ALLOWED TO BE SPLICED THEREIN.
NOTES ON CONCRETE HOLLOW BLOCKS WALLS 1. UNLESS OTHERWISE SHOWN IN PLANS ALL CONCRETE HOLLOW BLOCKS AND CERAMIC BLOCKS SHALL BE REINFORCED
WITH MASTIC FILLER
AS SHOWN IN THE SCHEDULE OF CONCRETE HOLLOW BLOCKS AND CERAMIC BLOCK REINFORCEMENT.2. PROVIDE 150 mm x 300 mm STIFFERNER COLUMN REINFORCED WITH 4-12mm WITH 10 mm ø TIES AT 150mm ON CENTER
WHERE CONCRETE HOLLOW BLOCK TERMINATES AND AT EVERY 3.0M LENGTH OF CONCRETE HOLLOW BLOCKWALLS UNLESS NOTED IN STRUCTURAL PLANS.
NOTES ON CONCRETE HOLLOW BLOCKS WALLS REINFORCEMENTS
HORIZONTAL LAPPED
REINFORCEMENT NOTESBLOCK THICKNESS
75 mm
125 mm
150mm
200 mm
10mm ø EVERY 3RD LEVEL 10mm ø 500 mm O.C
A. MINIMUM LAPS AT SPLICE= 0.25 M
B. PROVIDE RIGHT ANGLED REINFORCEMENTAT CORNERS 0.92 m LONG
C. WHERE CHB OR CER. BLK WALL DOWELS
1- ø16 VERT. BARS
WITH THE SAME SIZE AS VER. OR HOR. REINFORCEMENT SHALL BE \ PROVIDED
1.50 M
1.20 M
1.80 M
CLEARSPAN
L
TOTALLENGTHL+0.40M
MIN.fc'
MPa
HEIGHT OFLINTEL
mm
1.90 M
1.60 M
2.20 M
2.90 M
2.50 M
3.10 M
2.40 M
2.10 M
2.70 M
3.30 M
3.00 M
3.60 M
3.70 M
3.40 M
4.00 M
200
200
200
250
250
250
300
300
300
14.0
17.0
20.0
R E I N F O R C E M E N T
BOTTOM TOP
1- ø10
1- ø10
1- ø10
1- ø12
1- ø12
1- ø12
1- ø16
1- ø16
1- ø16
1- ø20
1- ø10
1- ø12
STIRRUPS
ø6mm @ 200 mm
LINTELS IN BLOCK WALLS
12 THK. EXPANSION JOINT)
1- ø16 VERT. BARS
SEE CONSTRUCTION NOTES.
FOR SIZE AND SPACINGOF HOR. &\ VERT. BARS
CHB WALL
FOR SIZE AND SPACING
CHB WALL
OF HOR. & VERT. BARSSEE CONSTRUCTION NOTES.
CORNER WALL OPENING OR END WALL
FOR SIZE AND SPACING
INTERSECTION WALL
400
DO
WEL
)
R.C. COLUMN OR WALLCHB WALL
CHB HOR. BARS
WITH MASTIC FILLER
DOWEL BARS TO MATCH
12 THK. EXPANSION JOINT
ø10 STIRRUPS
( EXPANSION JOINT)
1- ø16 VERT BARS
WITH MASTIC FILLER
FIN. FLR. LVL.
SEE CONSTRUCTION NOTES.
INTERSECTINGR.C. COLUMN OR WALL
400DOWEL
OF HOR. &\ VERT. BARS
400
DO
WEL
TYPICAL CONNECTION DETAIL OF MASONRY WALL
@ 150 O.C.
(MIN)200
DOWEL BARS TO
200(MIN)
CHB WALL
1- ø16 VERTBARS TYPICAL
WITH CONCRETE GROUT.2. FOR REINFORCEMENTS SEE
SEE CONSTRUCTION NOTES
TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING
ELEVATION
OPENING
@ 300 O.C.
200
DO
WEL
)40
0
SECTION
2- ø12 BOTT BARS
2- ø12 TOP BARS
CHB VERT. BARSDOWEL BARS TO MATCH
SEE CONSTRUCTION NOTESOF HOR. & VERT. BARSFOR SIZE AND SPACING
FLR. SLAB OR BEAM MATCH VERT. BARS
BARS SHALL BE FILLED
1. ALL JOINTS AND CELLS CONTAINING REINFORCING
FOR FLOOR SLAB ONLY
CONSTRUCTION NOTES.
1- ø16 CONT. HOR. BARS
FOR MASONRY WALL REIN-
PARTITION REINFORCEMENTS
FORCEMENTS (TYPICAL)
TYP. SECTION OF MASONRY
FIN. FLR. LVL.
CHB VERT. BARS
ø10 BOTT. BARS
400
CHB VERTICAL BARS
3- ø10 BOTT. BARS
ø10 BOTT. BARS @300 O.C
DOWEL BARS TO MATCHNAT. GRD. LVL.
250
600
(MIN
.)
400
VAR
IES
DOWEL TO MATCH
250
DO
WEL
6- ø10 BARS (AS SHOWN)
CHB VERT. BARS
250
(TYP.)
(TYP.)
300
300
FIN. FLR. LVL.
DO
WEL
DOWEL TO MATCH
400
SLAB OCCURSWHERE DEPRESSED
400
FIN. FLR. LVL.
6- ø10 BARS (AS SHOWN)
TYPICAL CHB FOOTING DETAILS ( WHERE APPLICABLE )
ø10 BOTT. BARS @300 O.C
VER
IFY
DEP
RES
SIO
N
min.30 BAR DIA.
min.30 BAR DIA.
30 BAR DIA. (min.)2t=FOR SLABD=FOR BEAM
D=F
OR
BEA
Mt=
FOR
SLA
B
OR SLAB CHANGE SOFFITTYPICAL DETAIL FOR BEAM
NOTES ON CONCRETE WALLS 1. ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL
WALLTHICKNESS HORIZONTAL VERTICAL REMARKS
VERTICALSECTION
REINFORCEMENT
100mm125mm150mm
ø10mm @250mm O.C
ø12 mm @ 250mm O.C ø 10mm @250mm O.C ø10mm @250mm O.C
ø10mm @300mm O.C
ø12mm @300mm O.C
AT CENTERS VERTICALHORIZONTAL BARS
BARS STAGGED OUT HOR. BARS
VER. BARS
550
4- ø16 VERT. BARS
550
550 4- ø16 VERT. BARS
550
OF R.C. WALL AT CORNERSTYPICAL CONNECTION DETAIL
NOTES ON WELDS1. USE E60xx ELECTRODES FOR ALL MEMBERS WELDED. 2. WELDS SHALL DEVELOP THE FULL STRENGTH OF MEMBERS JOINED UNLESS
OTHERWISE SHOWN OR DETAILED IN THE DRAWINGS.
NOTES ON STRUCTURAL STEEL1. STRUCTURAL STEEL TO BE USED FOR FABRICATION AND ERECTION OF THIS
STRUCTURE SHALL COMPLY WITH ALL THE PERTINENT PROVISION OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
2. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS OTHERWISE INDICATED.
3. ALL WELDED CONNECTIONS SHALL DEVELOP THE FULL STRENGTH OF THE
4. UNLESS OTHERWISE SPECIFIED ALL WELDING RODS SHALL CONFORM WITH
5. ALL BOLTS USED UNLESS OTHERWISE SPECIFIED SHALL BE ASTM A 307 BOLTS.
NOTES ON EMBBED PIPES C. THAT PASS THRU BEAMS SHALL NOT
EXCEED 100mm IN DIAMETER OR 1/3 BEAM DETPH WHICHEVER IS LESS, UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
2. NO PIPES SHALL BE ALLOWED TO PASS THRU BEAMS VERTICALLY.3. NO PIPES SHALL BE EMBEDDED IN COLUMNS.
NOTES ON CONSTRUCTION JOINTS IN CONCRETE1. WHERE A CONSTRUCTION JOINT IS TO BE MADE, THE SURFACE OF CONCRETE
SHALL BE CLEANED AND ALL LAITANCE AND STANDING WATER REMOVED SHEAR KEY SHALL BE PROVIDE AT THE JOINT.
@ 300 O.C.
TO BE CONTINUOUS
ø10x1000 LONG
MAIN REINFORCEMENTS
t
40
SLAB
t/3t/3 t/3
CONTINUOUS (TOP & BOTT. BARS)MAIN REINFORCEMENTS TO BE
MIN.)50
MIN.)
STRESS, PROVIDE SHEAR RODSWITH ENGINEERS APPROVAL
D/3
D/3
D/3
30 ø BAR
CONSTRUCTION JOINT DET.TYPICAL SLAB & BEAM
BEAM
WHERE JOINTS IS AT POINT OF
30 ø BAR
NOTE:
BARS AT OPENING
WINDOWOPENING
38mm CLEAR
OPENINGDOOR
TYP. EXTERIOR WDW. & DOOR OPENING
ALL OPENINGS PLUS BARS (NOT
SEE ARCHITECTURAL &\ MECHANICAL
SHOWN) PARALLEL TO SIDE OF OPENING
PLANS FOR SLAB OPENING LOCATION.
EQUAL TO THE NUMBER OF TERMINATED
PROVIDE THESE ADDITIONAL BARS FOR
NOTES ON STIRUPS 1. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS
OTHERWISE PERMITTED BY THE STRUCTURAL ENGINEER.
2. AS SHOWN IN THE DESIGN DRAWINGS OR
3. TIES & CLOSE STIRRUPS MUST BE AT 135.
Dba
rD
bar
BAR SIZE
10 mm ø
DEFORMEDDIAMETER
mm D+2db L L
90 HOOK180 HOOK
60
75
95
115
150
240
300
75
100
125
150
200
300
335
125
150
175
200
230
350
450 600
550
450
300
200
150
250
MAIN BAR END HOOKSALL GRADES
10 mm ø 40
50
65
115
150
125
165
200
300 165
140
115
85 100
115
150
300
STIRRUP AND THE TIE HOOKSALL GRADES
D+2db L L
90 HOOK180 HOOKBAR SIZE DEFORMED
DIAMETERmm
335 230 405
LE
6dbD
LL1
L 135 DEG. HOOKS
90 DEG. HOOKS
180 DEG. HOOKS
4db OR 65mm
D+1
2db
L12
db
D
MAIN REINFORCEMENT
t
t OR
1\/4
D
SLEEVES FOR UTILITYPIPES MAX. 1\/5 D
PROVIDE 3- ø10 EXTRA STIRR
TYP. DET. FOR SLEEVESTHRU CONCRETE BEAM
EACH SIDE OF SLEEVES
D
PERMITTED BY THE STRUCTURAL ENGINEER.
TABLE OF LAP SPLICE & NCHORAGE LENGTH (mm)
TENSION BARSTABLE 'A'
TABLE OF LAP SPLICE & ANCHORAGE LENGTH (mm)COMPRESSION BARS
TABLE 'B'
1. TOP PLAIN BARS, MULTIPLY VALUE BY 2
FIG. B-2 FIG. B-3
REINFORCING CONCRETE LINTEL BEAMS INCONCRETE BLOCK WALLS
REINFORCEMENT UNLESS OTHERWISE INDICATED IN THE PLANS.
REINFORCING BARS SHALL HAVE 25mm CLEAR CONCRETE COVER FROM FACE OF WALL EXCEPT FORWALLS IN CONTACT WITH THE GROUND WHERE A MINIMUM OF 60mm SHALL BE PROVIDED AND FOREXPOSED FACES OF FORMED WALLS WHERE THE MINIMUM SHALL BE 50mm CLEAR.
2. CARRY VERTICAL BARS AT LEAST 60mm ABOVE FLOOR LEVEL TO PROVIDE FOR SPLICES WHEN NECESSARYSTOP AT 50mm BELOW TOP SLAB OR SOLID BAND WHERE THE WALL ENDS VERTICAL AND HORIZONTAL BARSSHALL BE SPLICED BY LAPPING A DISTANCE EQUAL TO 30 DIAMETERS AND WIRED SECURELY WITH 16 G.I. WIREPROVIDED THAT SPLICES IN ADJACENT BARS ARE STAGGERED AT LEAST 1.50M O.C.
3. UNLESS OTHERWISE NOTED IN THE PLANS, ALL OPENINGS IN WALLS 250mm OR THICKER SHALL BE REINFORCEDAROUND WITH 2-20mm ø BARS. FOR 225mm, 200 mm, 175mm, 150mm THICK WALLS, USE 2-16mm ø. FOR 125mm AND100mm THICK WALLS, USE 2-12m ø BARS. ALL WALLS SPANNING SHALL HAVE VERTICAL REINFORCEMENT BENT A U-FORM LIKE STIRRUPS AND SPACED ACCORDING TO THE SCHEDULE UNLESS OTHERWISE NOTED..
STEEL FOR BUILDING LATEST EDITION.
MEMBERS CONNECTED.
E60 ELECTRODES.
10mm ø EVERY 3RD LEVEL 10mm ø 500 mm O.C
10mm ø EVERY 3RD LEVEL 10mm ø 500 mm O.C
10mm ø EVERY 3RD LEVEL 10mm ø 500 mm O.C
1- ø10
1- ø101- ø10
1- ø12
1- ø121- ø12
ø6mm @ 200 mm
ø6mm @ 200 mm
ø6mm @ 200 mm
ø6mm @ 200 mm ø10mm @ 200 mm
ø10mm @ 200 mm ø10mm @ 200 mm ø10mm @ 200 mm
12 mm ø
16 mm ø
20 mm ø
25 mm ø
28 mm ø
32 mm ø
10 mm ø
10 mm ø
10 mm ø
10 mm ø
Ø12
Ø16
Ø20
Ø25
Ø28
Ø32
Ø10
Ø12
Ø16
Ø20
Ø25
Ø28
Ø32
G E N E R A L C O N S T R U C T I O N N O T E S
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
10
3
S
7
FOUNDATION PLANSECOND FLOOR FRAMING PLANROOF FRAMING PLAN
WF
-1
FTB-1
FTB-1
WF-1
FTB-1
FTB-1FTB-1 FTB-1
FTB-1
WF-1
FT
B-1
FT
B-1
WF
-1
FT
B-1
FT
B-1
FT
B-1
WF-1 WF-1
WF
-1
WF
-1
SLAB ON FILLt=100mm + FINISH W/10mmØ @300mm O.C.
EACHWAY TEMP. BARS
F-1, C-1 F-1, C-1 F-1, C-1
F-1, C-1 F-1, C-1 F-1, C-1
F-1, C-1 F-1, C-1 F-1, C-1
F-2, C-1 F-2, C-1
A A' B B' C
1
2
3
4
B-1
B-1
WF-1
B-1
B-1
B-1
B-1
B-1
B-3 B-3
B-1 B-1
B-1B-1
B-1B-1
B-2
B-2
B-2 B-2
S-1 S-1
S-1 S-1
S-1
S-1
S-1
S-1
B-1
B-1
B-1
A A' B B' C
1
2
3
4
SCALE FOUNDATION PLAN1
S-3 1:100 MTS SCALE SECOND FLOOR FRAMING PLAN2
S-3 1:100 MTS SCALE ROOF FRAMING PLAN3
S-3 1:100 MTS
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
F-1, C-1
RB
-1
RB-2
RB-1RB-1
RB-1 RB-1
RB-1RB-1 RB-1
RB
-1
RB
-1
RB
-1
RB
-2
TRUSS-1
RB-2/LRB-1
RB
-2R
B-2
RB-2/LRB-1
RB
-2R
B-2
RB-2/LRB-1
RB-2RB-2
RB-2
RB-2
TRUSS-1
TRUSS-1
12MMØ PLAIN BAR SAG RODSTAGGERED (WITH NUTS AND BOLTS)
16MMØ CROSS BRACINGWITH STD. TURNBUCKLE
PC-1 PC-1
PC-1PC-1 PC-2
RB
-2
RB
-2RB
-2
RB
-2
RB
-2
RB
-2
RB
-2
RB
-2
RB-2
RB-2 RB-2
PC-2
PC-1 PC-1PC-2
RB
-2
RB
-2
RB-2
A A' B B' C
1
2
3
4
1'
3'
4'
RB-2/LRB-1
2"x6"x1.5mm C-PURLIN [email protected] O.C. WITH 2"x2"x4.5mmANGLE CLEATS
R. C. S L A B S C H E D U L E
TOP BAR REINFORCEMENT
C-1
BOTTOM BAR REINFORCEMENT
4" CHB WITH 12mmØSPACED @ 0.6m VERTICALAND EVERY 3 CHB'S HORIZONTAL BAR
12mmØ SPACED @ 0.4m O.C.
3-12mmØ
R. C. FOOTING SCHEDULE
MARKREINFORCEMENTS
N.G.L
FOOTING DIMENSIONS REMARKS
F.T.B F.T.B
BEAM SCHEDULE
STEEL REINFORCEMENTBEAM
BEAMDIMENSIONS( in / mm )MARK
b hREBAR
( mm Ø )SUPPORT
TOP BOTTOM
MID SPAN
TOP BOTTOM
S T I R R U P SØ 10mm
UNLESS NOTED OTHERWISE
PC-1 PC-2
SCALE R.C. SLAB SCHEDULE4
S-4 NTS
SCALE SCHEDULE OF BEAMS3
S-4 NTS
SCALE DETAIL OF BEAM2
S-4 NTS
SCALE TYPICAL FOOTING DETAIL1
S-4 NTS
SECTIONPLAN
SCALE WALL FOOTING DETAIL5
S-4 NTS
COLUMN SCHEDULE
11
4
S
7
RC FOOTING SCHEDULETYPICAL FOOTING DETAILDETAIL OF BEAMCOLUMN SCHEDULESCHEDULE OF BEAMSRC SLAB SCHEDULEWALL FOOTING DETAIL
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
.
LC PURLIN
LC PURLINPANEL 1 PANEL 2
0.49 mm (BMT) LONGSPANPRE-PAINTED CORR. ROOFING(0.50 mm TCT) ROOFING
6mmØ J-BOLT SPACED AS SHOWN AT ALL PURLINS
12
5
S
7
ENDWALL DETAIL (GRID 6 & 5)ENDWALL DETAIL (GRID 7)STAIR DETAIL, ROOFING FIXERJ-BOLT SPACING, ROOF PANEL SIDE LAP DETAILISOMETRIC VIEW OF CONNECTION OF ROOFING TO PURLINS
SCALE END WALL DETAIL (GRID 1' & 3')1
S-5 1:40 MTS
SCALE STAIR DETAIL3
S-5 1:50 MTS
SCALE END WALL DETAIL (GRID 4')2
S-5 1:25MTS
SCALE ROOFING FIXER5
S-5 NTS SCALE J-BOLT SPACING6
S-5 1:10 MTS SCALE ROOF PANEL SIDE LAP DETAIL7
S-5 1:10 MTS SCALE CONNECTION OF ROOFING TO PURLINS8
S-5 NTS
ISOMETRIC VIEW OF
10 mmØ BAR
7-10mmØ ( EACH STEP )
2
7-16mmØ Main bar
12mmØ SPACED @ 0.20 O.C.Temperature Bars
S-5710 mmØ BAR
7-10 mmØ BAR each step
7-16 mmØ BAR MAIN BAR
12 mmØ BAR @ 0.20 O.C.Temperature Bars
SCALE DETAIL SECTION OF STAIR4
S-5 1:20 MTS
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
TOP OF ROOF BEAM
TOP OF PARAPET
APEX OF LRB-1CHB WALL
LRB-1LRB-1
PC-2 PC-1PC-1
RB-2
A A' B' C
LRB-1
PC-1
LRB-1
TOP OF LRB-1
TOP OF PARAPET
TOP OF ROOF BEAM
4" CHB WALLPLASTERED/PAINTED FINISH
RB-2 RB-2 RB-2 RB-2RB-2RB-2
4" CHB WALLPLASTERED/PAINTED FINISH
NOTES ON ROOF CONSTRUCTION :
1. IN ACTUAL FABRICATION OF STEEL TRUSSES, MEMBERS MEETING AT POINT SHALL HAVE THEIR GRAVITY AXIS INTERSECT AS NEARLY AS PRACTICABLE AT A COMMON POINT.2. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACINGS AND SHORING, AND
MAKE ACTUAL MEASUREMENTS IN THE FIELD PRIOR TO FABRICATION/INSTALLATION OFALL TRUSSES.
3. THE FABRICATOR/CONTRACTOR SHALL SUBMIT SHOP DETAILED DRAWINGS PRIOR TOFABRICATION OF TRUSSES FOR APPROVAL OF THE DIRECTOR, BUREAUS OF DESIGN.
1
S-6
13
6
S
7
DETAIL ELEVATION OF TRUSS 1REFERENCE WELD DETAIL
SCALE DETAIL ELEVATION OF TRUSS 11
S-6 1:20 MTS
SCALE REFERENCE WELD DETAIL2
S-6 1:10 MTS
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
TOP OF ROOF BEAM
2
S-7
4
S-7
APEX OF ROOFING
APEX OF TRUSS - 1
A A' B' C
3
S-7
300 x 300 x 16mm THK. STEEL BASE
RB-1
300 x 300 x 12mm THK. STEEL BASE
25mm THK. LEVELING GROUT
⅊, W/ 4 - 20mm Ø x 300mm LONG ANCHOR BOLTS; EACH SIDE
⅊, W/ 2 - 20mm Ø x 300mm LONG ANCHOR BOLTS; EACH SIDE
16mm Ø STEEL CROSS-BRACINGS, 10mm THICK STEEL ⅊,W/ 18mmØ HOLES; TYPICAL
T.C.
6mmTYP.
6mm
6mmFULL
WELD
FULL WELD
℄
16mm Ø CROSS-BRACINGS,W/ STANDARD TURN-BUCKLE
T.C.
6mmTYP.
6mm
6mmFULL
WELD
FULL WELD
10mm THICK STEEL ⅊,W/ 18mmØ HOLES; TYPICAL
LC PURLINS
4 - 6mm Ø x 40mm MACHINEBOLTS W/ STD. NUTS & WASHERS, SPACED AS SHOWN
R O O F I N G
T.C.
125 x 125 x 50 x 6mm STEEL ⅊ JOINTCONNECTOR, FULL WELD TO TOP CHORD
LC PURLINS
4 - 6mm Ø x 40mm MACHINE BOLTS W/ STD.NUTS & WASHERS, SPACED AS SHOWN
T.C.10mm Ø SAG RODS @
MID-POINT, STAGGERED
.
LC PURLINS
12mmØ SAGRODS W/STANDARD NUT & WASHER
FULL WELD
W/ STANDARD TURN-BUCKLE
14
7
S
7
SPOT DETAIL 1, 2, 3 & 4DETAIL OF TRUSS ANCHORAGEDETAIL OF PURLINDETAIL CONNECTION OF CROSS BRACINGDETAIL CONN. OF PURLIN TO TOP CHORDDETAIL CONN. OF PURLIN TO SAGROD
SCALE SPOT DETAIL 11
S-7 1:10 MTS
SCALE SPOT DETAIL 22
S-7 1:10 MTS SCALE SPOT DETAIL 33
S-7 1:10 MTS SCALE SPOT DETAIL 44
S-7 1:10 MTS
SCALE DETAIL OF TRUSS ANCHORAGE5
S-7 1:10 MTS
P L A N
E L E V A T I O N
SCALE DETAIL OF PURLIN SPLICE6
S-7 1:10 MTS SCALE DETAIL CONN. OF CROSS BRACING7
S-7 1:10 MTS
SCALE DETAIL CONN. OF PURLIN TO TOP CHORD8
S-7 1:10 MTS SCALE DETAIL CONN. OF PURLIN TO SAG ROD9
S-7 1:10 MTS
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
W.M.W.M.W.M.
T.C. T.C.
6mm THICK GUSSET PLATE
W.M.
W.M.
T.C.
6mm THICK GUSSET PLATE
T.C.
W.M.
B.C.B.C.
W.M. W.M.
W.M.
6mm THICK GUSSET PLATE6mm THICK GUSSET PLATE
SabSabc
S2W
SPECIFICATION· TYPE OF SERVICE SHALL BE 230V, 1Ø, 3W, 60HZ.
· METHODS OF WIRING SHALL BE IN RSC, AND TYPE OF CONDUCTOR SHALL BE TWCOPPER FOR BRANCH CIRCUIT AND THWN FOR SERVICE ENTRANCE.
· ALL MATERIALS AND EQUIPMENT SHALL BE EFFECTIVELY BONDED AND JOINDED.
· ELECTRICAL INSTALLATION SHALL BE DONE THE DIRECT SUPERVISION OF A DULYLICENSED ELECTRICAL ENGINEER MASTER ELECTRICIAN.
· ALL WORKS HERE UNDER SHALL COMPLY IN ACCORDANCE WITH THE LATESTPROVISION OF THE PEC, NBC, LOCAL ORDINANCE AND MERALCO REQUIREMENTS.
SIZE OF CONDUCTORS ANDCONDUITS
NO. OF OUTLET
LOLOAD DESCRIPTIONCKT NO. AMPERES
COVA
SCOSWVOLTS PROTECTION
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2STORAGE 2
OPENBELOW
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
SLIDESLIDE
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
SERVICEDOOR
UTILITYROOM
UP
RAMPUP
UP
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE AREA
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2STORAGE 2
OPENBELOW
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
SLIDESLIDE
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
SERVICEDOOR
UTILITYROOM
UP
RAMPUP
UP
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE AREA
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
1
KWHM
2
3 4
6
7 8
9 10
100 AT
30 AT30 AT
30 AT30 AT
60 AT60 AT
60 AT60 AT
SPARESPARE
RISER DIAGRAM
1:100 MTS
GROUND FLOOR LIGHTING LAYOUT1:100 MTS SCALE
SCALE ELECTRICAL RISER DIAGRAM
Ø
POWER RISER DIAGRAM
SCALE GROUND FLOOR POWER LAYOUT
1:100 MTS
LEGENDS & SYMBOLS:
ELECTRICAL NOTES:
SCALE SECOND FLOOR POWER LAYOUT
SCALE SEOND FLOOR LIGHTING LAYOUT
1:100 MTS
NTS SCALE SINGLE LINE DIAGRAM2
NTS
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
ELECTRICAL NOTES, SPECIFICATION, LEGENDS &SYMBOLSELECTRICAL RISER DIAGRAMSINGLE LINE DIAGRAMLOAD SCHEDULEGROUND & SECOND FLOOR POWER LAYOUTGROUND & SECOND FLOOR LIGHTING LAYOUT
15
1
E
1
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2STORAGE 2
OPENBELOW
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
SLIDESLIDE
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
SERVICEDOOR
UTILITYROOM
UP
RAMPUP
UP
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE AREA
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
UR
LAVWC
S
UR
LAVWC
S
COUR
TO SEWAGE CANAL
LCDC
LAV
CO
WC
OFFICE OF THE
BRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2
STORAGE 2
OPENBELOW
7000
4500
2500
1500
4500
9000
2250
2250
3500
1750
1750
SLIDE
SLIDE
C
B'B
A'
A1
2
34
OFFICE OF THE
SK CHAIRMANTOILET 1PANTRYSERVICE
DOORUTILITY
ROOMUP
RAMPUP
UP
STORAGE 1
INFORMATION /
WAITING AREA
BARANGAY
COMMITTEE AREA
7000
4500
2500
1500
4500
9000
2250
2250
3500
1750
1750C
B'B
A'
A1
2
34
CO UR
LAV
CO
WC
VSTR
100m
mØ
PVC
SS10
0mm
Ø PV
C VS
OFFICE OF THE
BRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2
STORAGE 2
OPENBELOW
7000
4500
2500
1500
4500
9000
2250
2250
3500
1750
1750
SLIDE
SLIDE
C
B'B
A'
A1
2
34
OFFICE OF THE
SK CHAIRMANTOILET 1PANTRYSERVICE
DOORUTILITY
ROOMUP
RAMPUP
UP
STORAGE 1
INFORMATION /
WAITING AREA
BARANGAY
COMMITTEE AREA
7000
4500
2500
1500
4500
9000
2250
2250
3500
1750
1750C
B'B
A'
A1
2
34
FROM WATER
SUPPLY
GV WM12mmØ uPVC BLUE PIPE
SUR
LAV
WC
UR
LAV
WC
GV
12m
mØ
uPVC
BLU
E PI
PE
FD
FD
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
PLUMBING NOTES:
PLUMBING LEGENDS:
SCALE SEWER LINE LAYOUT1
P-1 1:100 MTS
GROUND FLOOR
SCALE SEWER LINE LAYOUT2
P-1 1:100 MTS
SECOND FLOOR
SCALE SEWER LINE ISOMETRIC DIAGRAM3
P-1 NTS
SCALE WATER LINE LAYOUT4
P-1 1:100 MTS
GROUND FLOOR
SCALE WATER LINE LAYOUT5
P-1 1:100 MTS
SECOND FLOOR
SCALE WATER LINE ISOMETRIC DIAGRAM6
P-1 NTSSCALE SEPTIC TANK DETAIL7
P-1
SECTION
PLAN
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2STORAGE 2
OPENBELOW
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
SLIDESLIDE
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
SERVICEDOOR
UTILITYROOM
UP
RAMPUP
UP
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE AREA
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
CO
S
UR
COLAV
WC
UR
COLAV
WC
SS
CO
DC LC100mmØPVC SP
FD FD
PLUMBING NOTES & LEGENDSGROUND & SECOND FLOOR SEWER LINE LAYOUTSEWER LINE ISOMETRIC DIAGRAMGROUND & SECOND FLOOR WATER LINE LAYOUTWATER LINE ISOMETRIC DIAGRAMSEPTIC TANK DETAIL
1
P
2
16
100mmØPVC SP
100mmØPVC
100mmØPVC
OFFICE OF THEBRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2STORAGE 2
OPENBELOW
7000
4500
2500
1500
A
4500
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
SLIDESLIDE
OFFICE OF THESK CHAIRMAN
TOILET 1
PANTRY
SERVICEDOOR
UTILITYROOM
UP
RAMPUP
UP
STORAGE 1
INFORMATION /WAITING AREA
BARANGAYCOMMITTEE AREA
700045
00
2500
1500
A45
00
9000
2250 2250
3500 1750 1750
B CA' B'
1
2
3
4
7000
4500
1500
A
4500
9000
3500
B C
1
2
3
4
A' B'
3500
850
1600 1600
850
1070
015
00
RD
RD
RD
RD
RD
RD
RD
RD
CB
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
CBDS
CBDS
CB
CB
DS
DS
CBDS
CBDS
CB
OFFICE OF THE
BRGY. CHAIRMAN
SESSIONROOM
HALLWAY
DOWN
TOILET 2
STORAGE 2
OPENBELOW
7000
4500
2500
1500
4500
9000
2250
2250
3500
1750
1750
SLIDE
SLIDE
C
B'B
A'
A1
2
34
OFFICE OF THE
SK CHAIRMANTOILET 1PANTRYSERVICE
DOORUTILITY
ROOMUP
RAMPUP
UP
STORAGE 1
INFORMATION /
WAITING AREA
BARANGAY
COMMITTEE AREA
7000
4500
2500
1500
4500
9000
2250
2250
3500
1750
1750C
B'B
A'
A1
2
34
7000
4500
1500
4500
9000
3500
3500
850 1600
1600850
10700
1500
C
B'B
A'
A1
2
34
RD
CB
CB
CB
TAP TO NEAREST
DRAINAGE OUTLET
TAP TO NEAREST
DRAINAGE OUTLET
TAP TO NEAREST
DRAINAGE OUTLET
TAP TO NEAREST
DRAINAGE OUTLET
CB
CB
CB
CB
CB
RD
RD
RD
RD
RD
RD
RD
SET NO. SHEET NO.
17
PROJECT NAME AND LOCATION: SHEET CONTENTS:
LOCAL PROGRAM, LOCAL INFRASTRUCTURE PROGRAM,
REPUBLIC OF THE PHILIPPINES
REGION IV-A
QUEZON II DISTRICT ENGINEERING OFFICE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
LUCENA CITY
DRAFTED:
PREPARED:
CESAR ANTONIO P. JADERARCHITECT II
JIM PAUL K. ABRILENGINEER II
REVIEWED:
FAUSTINO MARK ANTHONY S. DE LA CRUZCHIEF, PLANNING AND DESIGN
SECTION
SUBMITTED: RECOMMENDED: APPROVED:
MA. CHYMBELIN D. IBALASSISTANT DISTRICT ENGINEER
CHARLOTTE KAYE A.CONSTANTINO
ENGINEER II
ROGELIO S. CRESPODISTRICT ENGINEER
DATE:DATE: DATE: DATE:
C.Y. 2021 PROJECTDETAILED ENGINEERING DESIGN PLAN FOR THE
BUILDINGS AND OTHER STRUCTURES, MULTIPURPOSE/FACILITIES,CONSTRUCTION OF MULTI-PURPOSE BUILDING ( BARANGAY HALL )
BARANGAY ISABANG, LUCENA CITY, QUEZON
SCALE DRAINAGE LAYOUT2
P-2 1:100 MTS
GROUND FLOOR
SCALE DRAINAGE LINE LAYOUT3
P-2 1:100 MTS
SECOND FLOOR
SCALE DRAINAGE LINE ISOMETRIC DIAGRAM5
P-1 NTSSCALE DRAINAGE LINE LAYOUT4
P-2 1:100 MTS
ROOF
SCALE CATCH BASIN DETAIL1
P-2 1:10 MTS
PLAN SECTION
CATCH BASIN DETAILGROUND FLOOR DRAINAGE LAYOUTSECOND FLOOR DRAINAGE LAYOUTROOF DRAINAGE LINE LAYOUTDRAINAGE LINE ISOMETRIC DIAGRAM
2
P
2
17