10.5 mls mollejon road, benque viejo del ......1 front elevation drawn by date checked by date...
TRANSCRIPT
A02
Proposed BUILDING
ARCHITECTURAL drawings
ARCHITECTURAL & DIMENSIONED FLOOR PLAN
A00 COVER
A03
A04
A06 ROOF PLAN & ROOF DETAILS
STRUCTURAL drawings
S01
FOUNDATION, WATER TANK COLUMN & FLOOR REINF. PLAN
WATER TANK BEAM & GROUND FLOOR COLUMN & REINF. PLAN
S02
MECHANICAL drawings
M01 ELECTRICAL LEGEND & NOTES
ELECTRICAL LIGHTING & POWER PLANM02
M03
A05
FOUNDATION, BEAM & COLUMN DETAILS
S03
WATER TANK SECTIONS
S04
10.5 MLS MOLLEJON ROAD,BENQUE VIEJO DEL CARMEN TOWN,
CAYO DISTRICT, BELIZE C.A.
BETTER IN BELIZE, ECO- COMMUNITY
PLUMBING LEGEND & NOTES
M04 PLUMBING SUPPLY & DRAINAGE PLAN
M05
M06
SEPTIC TANK DETAILS
SOAK-AWAY DETAILS
A01 APPROX. SITE LOCATION & SITE PLAN
BUILDING ELEVATIONS 1,2 &3
BUILDING ELEVATION 4 & SECTION 'A-A'
BUILDING SECTION 'B-B', DOOR & WINDOW SCHEDULE
S05
STRUCTURAL GENERAL NOTES & DETAILS
S06 FOOTING & COLUMN CONNECTION SECTIONS
S07 WALL, SILL, LINTEL & BEAM DETAILS
1
FRONT ELEVATION
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
architectural FLOOR PLAN
SCALE: 3/16" = 1'-0"
01
A02
dimensioned FLOOR PLAN
SCALE: 3/16" = 1'-0"
02
A02
OPEN AREA20'-0" X 29'-2"
2
RIG
HT
ELE
VA
TIO
N
3
REAR ELEVATION
STORE ROOM9'-1" X 9'-10"
BATHROOM9'-5" X 9'-10"
4
LE
FT
ELE
VA
TIO
N
D1 D1
W1
02
SECT. A
A04
01
SE
CT
. B
A05
02
SECT. A
A04
01
SE
CT
. B
A05
10'-10
"9
'-2
"10
"9
'-2
"10
"8
'-4
"10
"
40
'
10" 8'-9" 10" 8'-9" 10"
20'
5'-7" 3' 2'-10" 3' 5'-7"
20'
4'-2
"2
'-6
"4
'-2
"9
'-2
"10
"9
'-2
"10
"8
'-4
"10
"
10"
6" 9'-1" 6" 9'-5" 6"
6"
9'-10
"6
"2
9'-2
"
18'-4" 10"
LEGEND
6" THK. BLOCK WALLS
TOTAL FLOOR AREAS
BUILDING AREAS = 800 SQ. FT.
WATER CISTERN = 416 SQ. FT.
TOTAL FLOOR AREAS = 1216 SQ. FT.
10"X10" R.C. COLUMNS
ARCHITECTURAL& DIMENSIONEDFLOOR PLAN
A02
WATER TANK9'-1"WX38'-10"LX4'-8"DEEP
APPROX. CAPACITY 12,300 GALLONS
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
1 2 3
9'-7" 9'-7"
19'-2"
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
TOP OF RING BEAM
LEVEL +9'-0"
TOP OF RIDGE BEAM
LEVEL +12'-10"
4"
9'
3'-10
"
12'-10
"
front building elevation -1
SCALE: 3/16" = 1'-0"
01
A03
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
TOP OF RING BEAM
LEVEL +9'-0"
TOP OF RIDGE BEAM
LEVEL +12'-10"
4"
9'
3'-10
"
12'-10
"
A B C
10' 10'
39'-2"
D E
10' 9'-2"
123
9'-7"9'-7"
19'-2"
rear building elevation -3
SCALE: 3/16" = 1'-0"
02
A03
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
TOP OF RING BEAM
LEVEL +9'-0"
TOP OF RIDGE BEAM
LEVEL +12'-10"
4"
9'
3'-10
"
12'-10
"
right building elevation -2
SCALE: 3/16" = 1'-0"
03
A03
BUILDINGELEVATIONS
A03
4
12
PITCH4
12
PITCH
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
TOP OF RING BEAM
LEVEL +9'-0"
TOP OF RIDGE BEAM
LEVEL +12'-10"
4"
9'
3'-10
"
12'-10
"
ABC
10'10'
39'-2"
DE
10'9'-2"
LEFt building elevation -4
SCALE: 3/16" = 1'-0"
01
A04
1 2 3
9'-7" 9'-7"
19'-2"
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
TOP OF RING BEAM
LEVEL +9'-0"
TOP OF RIDGE BEAM
LEVEL +12'-10"
4"
9'
3'-10
"
12'-10
"
4'-8
"
5" THK. R.C. GROUND FLOOR
SLAB. SEE GROUND FLOOR
REINFORCEMENT PLAN.
WATER TANK9'-1"WX38'-10"LX4'-8"DEEP
APPROX. CAPACITY 12,300 GALLONS6" THK. R.C. TANK FLOOR
SLAB. SEE TANK FLOOR
REINFORCEMENT PLAN.
building section - 'a-a'
SCALE: 3/16" = 1'-0"
02
A04
01
S06
SEE
8" THK. TANK
BLOCKWALL
8"X8" R.C.
INTERMEDIATE BEAM
BATHROOM9'-5" X 9'-10"
STORE ROOM9'-1" X 9'-10"
10"X14" R.C. TANK
BEAM. TB-1
10"X14" R.C. ROOF BEAM,
SEE ROOF FRAMING PLAN
6" THK. BLOCKWORK REINF.
W/ NO.3 BARS @ 32" C/C.
COREFILLED W/ 3500PSI
CONC. MIX (TYPICAL)
4
12
PITCH
02
A06
SEE
6" THK. EXTERIOR
BLOCKWALL
03
A06
SEE
26G. GALVALUM ROOFING
2'(OVERHANG)
1"X3" WD PURLINS @ 32" C/C
2"X6" EXPOSED RAFTERS
@ 32" C/C
4"X6" R.C. TIE BEAM REINF.
W/ 2 NO.3 BARS & NO.2
TIES @ 8" C/C. (TYPICAL)
TANK FLOOR
LEVEL -5'-10"
5'-10
"
BUILDINGELEVATION &SECTION 'A-A'
A04
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
building section - 'b-b'
SCALE: 3/16" = 1'-0"
01
A05
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
TOP OF RING BEAM
LEVEL +9'-0"
TOP OF RIDGE BEAM
LEVEL +12'-10"
4"
9'
3'-10
"
12'-10
"
ABC
10'10'
39'-2"
DE
10'9'-2"
6"X12" R.C. LINTEL REINF.
W/ 4 NO.4 BARS & NO.3
TIES @ 8" C/C. (TYPICAL)
DOOR STORE ROOM9'-1" X 9'-10"
WATER TANK
OUTLINE
5" THK. R.C. GROUND FLOOR
SLAB. SEE GROUND FLOOR
REINFORCEMENT PLAN.
01
S06
SEE 02
S06
SEE
01
S06
SEE
2"X8" RIDGE BOARD METAL RIDGE COVER
4"X6" R.C. TIE BEAM REINF.
W/ 2 NO.3 BARS & NO.2
TIES @ 8" C/C. (TYPICAL)
1"X10" FASCIA BOARD
2'(OVERHANG)
6" THK. BLOCKWORK REINF.
W/ NO.3 BARS @ 32" C/C.
COREFILLED W/ 3500PSI
CONC. MIX (TYPICAL)
10"X14" R.C. ROOF BEAM,
SEE ROOF FRAMING PLAN
2'-8" 2'-8" 2'-8"
2"X6" EXPOSED
RAFTERS @ 32" C/C
10"X14" R.C. ROOF BEAM,
SEE ROOF FRAMING PLAN
10"X10" R.C.
COLUMN. C-1
10"X10" R.C.
COLUMN. C-1
2'(OVERHANG)
FFLD2
3'
6'-10
"
2'-6
"4
'-2
"
6'-8
"
2'-6"
W1
6'-10"3'-0" 2
QTYHW
DOOR
CODE
DOOR SCHEDULE
DOOR SIZESPECIFICATIONS
D1
QTYHW
WIND.
CODE
WINDOW SCHEDULE
WIND. SIZESPECIFICATIONS
W1 2'-6" 12'-6"
ALUMINUM LOUVERED WINDOWS, WHITE
ALUMINUM FRAME, MECHANICALLY
OPERATED.
GENERAL DOOR & WINDOW NOTES:
CONTRACTOR SHALL VERIFY ALL DOOR/WINDOW OPENINGS PRIOR TO PURCHASE/MANUFACTURE DOORS/WINDOWS.
ALL DOOR SIZES SPECIFIED INCLUDES DOOR PANEL WITH FRAME.
DOOR PANELS: UNLESS OTHERWISE STATED, ALL WOODEN DOORS SHALL BE DARK HARDWOOD, SAND,
SEALED AND VARNISHED.
DOOR FRAMES: UNLESS OTHERWISE STATED, ALL DOOR FRAMES SHALL BE 1 3/4" X WALL THICKNESS
DRESSED HARDWOOD FINISHEDTO MATCH DOOR PANELS AND SECURE TO WALL WITH 1/2" DIA. STAINLESS
STEEL ANCHOR BOLTS W/ WASHERS (3 EACH ON VERTICAL FRAMES & 2 ON HORIZONTAL FRAME).
EXTERIOR SINGLE SWING, SINGLE LEAF WOOD DOOR.
HARDWARE: 1 1/2 PAIRS BUTT HINGES, STORE ROOM
LOCKSET (ALL STAINLESS STEEL).
DOOR & WINDOW SCHEDULE
SCALE: 3/8" = 1'-0"
02
A05
BUILDING SECTION'B-B', DOOR &WINDOW SCHEDULE
A05
TANK FLOOR
LEVEL -5'-10"
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z EROOF PLAN
SCALE: 3/16" = 1'-0"
01
A06
2' 20' 2'(OVERHANG) (BUILDING DIMENSION) (OVERHANG)
2'
40
'2
'(O
VE
RH
AN
G)
(BU
ILD
ING
DIM
EN
SIO
N)
(OV
ER
HA
NG
)
44
'(R
OO
F D
IME
NS
ION
)
24'(ROOF DIMENSION)
10"X14" R.C. ROOF BEAM,
SEE ROOF BEAM RB
2"X8" RIDGE BOARD
2'-8
"2
'-8
"2
'-8
"2"X6" EXPOSED
RAFTERS @ 32" C/C
1"X10" FASCIA
BOARD
ROOF PLAN &ROOF DETAILS
A0610"X14" R.C. ROOF BEAM,
SEE ROOF BEAM RB
1/4" TH.X2"X18" LONG SPLIT-END STEEL
STRAP EMBEDDED INTO R.C. RING BEAM AND
SECURED TO RAFTER WITH
TWO NO. 1/2"X3" GALVANIZED IRON BOLTS.
TOP OF RING BEAM
LEVEL +9'-0"
4
12
PITCH
6" THK. BLOCKWORK REINF.
W/ NO.3 BARS @ 32" C/C.
COREFILLED W/ 3500PSI
CONC. MIX (TYPICAL)
2'
(OVERHANG)
1"X3" PURLINS @ 32" C/C
26G. GALVALUM ROOFING
1" THK. BOARD
1"X10" FASCIA BOARD
6"P.V.C. GUTTER
10"X14" R.C. ROOF BEAM,
SEE ROOF BEAM RB FOR
REINF.
2"X6" EXPOSED
RAFTERS @ 32" C/C
2'-8"
TYPICAL EAVE DETAIL
SCALE: 1/2" = 1'-0"
02
A06
TYPICAL RIDGE DETAIL
SCALE: 1/2" = 1'-0"
03
A06
TOP OF RIDGE BEAM
LEVEL +12'-10"
2'
26G. GALVALUM ROOFING
METAL RIDGE COVER
1"X3" PURLINS @ 32" C/C
2"X6" WD COLLAR
2"X6" EXPOSED
RAFTERS @ 32" C/C
COLLAR SECURED TO RAFTER
WITH 2 NO. 1/2"X5" GALVANIZED
IRON BOLTS. NUT & WASHER
COLLAR SECURED TO RAFTER
WITH 2 NO. 1/2"X5" GALVANIZED
IRON BOLTS. NUT & WASHER
2"X8" RIDGE BOARD
4
12
PITCH
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E4
2
TYPICAL TIES & STIRRUPS DETAIL
CLASS B TYP. U.N.O.
SEE SECTIONS AND
DETAILS FOR CLASS
TYPE LAPS
CLASS A MAY BE USED WHERE
LAPS ARE WELL STAGGERED &
NO MORE THAN 50% OF THE BARS
ARE SPLICED AT ONE LOCATION.
SHOP OFFSET LAP1
6 MIN.
FOOTNOTES:
1. TOP BAR: HORIZONTAL REINFORCING WITH MORE THAN 12" OF CONCRETE
BELOW BAR.
2. BOTTOM BAR: ALL VERTICAL, ALL HORIZONTAL WALL REINFORCING, AND
HORIZONTAL REINFORCING WITH LESS THAN 12" OF CONCRETE BELOW BAR.
3. ALL LAP SPLICES SHALL BE CLASS "B" SPLICE EXCEPT THAT CLASS "A"
SPLICES MAY BE USED WHEN ONE HALF OR LESS OF THE TOTAL
REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH.
4. MINIMUM CLEAR SPACES OF BARS SHALL BE NOT LESS THAN 3 BAR DIAMETER.
NON-CONTACT LAP
WIRE CONTACT LAP
MINIMUM 1" CVR.
THK. SPANBottom
REINFORCEMENT
TopSize
LINTEL SCHEDULE
Binders
REINF. CONC. LINTEL SCHEDULE
REINFORCEMENT
1. ALL 3/8" DIAMETER REINFORCEMENT STEEL SHALL CONFORM TO A.S.T.M. A-615,
GRADE 60. ALL LARGER DIAMETER REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO
A.S.T.M. A-615, GRADE 60.
2. ALL REINFORCING STEEL SHALL BE TIED AND SUPPORTED IN SUCH A MANNER AS TO ENSURE
THAT THEY MAINTAIN THERE PROPER COVERAGE DURING THE PLACING OF CONCRETE.
3. MINIMUM COMPRESSION LAP SPLICES SHALL BE 30X BAR DIAMETER. UNLESS NOTED OTHERWISE
ON DRAWINGS. MINIMUM DOWEL EMBEDMENT SHALL BE 22X BAR DIAMETER. UNLESS NOTED
CONCRETE
1. ALL CEMENT SHALL CONFIRM TO A.S.T.M. C-150, TYPE IP. UNLESS NOTED OTHERWISE.
2. WATER USED IN MIXING CONCRETE SHALL BE CLEAN, POTABLE AND FREE FROM INJUROUS
AMOUNT OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIAL AND OTHER SUBSTANCES
DELETERIOUS TO CONCRETE OR REINFORCEMENT.
3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL MEET THE REQUIREMENTS FOR A.S.T.M. C-33
UNLESS OTHERWISE SPECIFIED. THE NOMINAL SIZE OF AGGREGATES USED SHALL NOT EXCEED
1/5 OF THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, 1/3 THE DEPTH OF SLABS
OR 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS WITHIN MEMBERS.
4. THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE f'c, SHALL BE AS FOLLOWS:
CURING OF CONCRETE
CONCRETE SLAB -----
BEAMS & GIRDERS ---
COLUMNS --------
FOUNDATION ------
3500 PSI
3000 PSI
3500 PSI
3500 PSI
1. BEGINNING IMMEDIATELY AFTER PLACEMENT, CONCRETE SHALL BE PROTECTED
FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPRETURES, FOR A
MINIMUM OF 7 DAYS. THIS MAY BE ACHIEVED BY ANY OF THE FOLLOWING
a) BY CONTINUOUS SPRINKLING
b) APPLICATION OF ABSORPTIVE MATS OF FABRIC KEPT CONTINUOUSLY WET.
c) APPLICATION OF SAND KEPT CONTINUOUSLY WET.
f 'c - SPECIFIED 28 DAYS COMPRESSIVE STRENGTH 0F CONCRETE, PSI.
DIA. BARS AT 32" O.C AND 3/8" DIA HORIZONTAL BARS AT 48" O.C. GROUT CELLS (SEE KEY NOTES)
2. EXTERIOR WALLS SHALL BE 8" THK. BLK. WITH VERTICAL REINFORCEMENT 3/8"
MASONRY
1REINF. CONC. LINTEL SCHEDULE
GIRDERS.
FRAME COLUMNS AND
IN LIEU OF 6d AT ALL
*1. PROVIDE 10d EXTENSIONS
TIE NOTES
#6: D = 4-1/2"
#5: D = 2-1/2"
#4: D = 2"
#3: D = 1-1/2"
TIES AND STIRRUPS ONLY
MIN.
2-1/2"4d
D
DETAILING
DIMENSION
D = 10d F0R #14-#18
D = 8d FOR #9-#11
D = 6d FOR #3-#8
DIMENSION
DETAILING
D
12d
D
MIN.
2 1/2"*6d
*6d M
IN.
D
STANDARD HOOK DETAILS
COLUMN AND BEAM TIE BEAM AND GIRDER STIRRUP
2 1/
2"
OTHERWISE.
DIA. BARS AT 32" O.C. GROUT SOLID ALL CELLS (SEE KEY NOTES).
1. FOUNDATION WALLS SHALL BE 8" THK. BLK. WITH VERTICAL REINFORCEMENT 3/8"
3'-9" 3'-2" 2'-9" 2'-4" 1'-10"TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
TOP
BOTTOM
1
2
1
2
1
2
1
2
1
2
1
25000
4000
3000
5000
4000
3000
CLA
SS
BC
LA
SS
AT
EN
SIO
N
SP
LIC
ES
f'c p
si
BAR SIZE
GRADE 60
2'-11" 2'-5" 2'-1" 1'-9" 1'-5"
3'-3" 2'-9" 2'-4" 2'-3" 1'-7"
2'-6" 2'-3" 1'-10" 1'-9" 1'-3"
2'-11" 2'-5" 2'-3" 2'-0" 1'-5"
2'-3" 1'-11" 1'-8" 1'-6" 1'-1"
4'-1" 4'-1" 3'-6" 2'-11" 2'-4"
3'-9" 3'-2" 2'-9" 2'-4" 1'-10"
4'-3" 3'-7" 3'-1" 2'-6" 2'-1"
3'-3" 2'-9" 2'-4" 2'-0" 1'-7"
3'-10" 2'-1" 2'-9" 2'-3" 1'-10"
2'-11" 2'-5" 2'-1" 1'-9" 1'-5"
#4#5#6#7#8
TYPICAL SPLICE SCHEDULE
REINFORCING BAR SPLICE LENGTH
f 'c = 1500 psi
4. SPECIFIED COMPRESSIVE STRENGTH OF MASONRY AT THE AGE OF 28 DAYS
CERTIFYING THE COMPRESSIVE STRENGTH OF MASONRY BLOCKS
5. MANUFACTURER OF MASONRY UNITS SHALL SUBMIT TO THE ENGINEER A CERTIFICATE
W/ 3/8" DIA. VERT'L. REBARS AT 32" O.C AND 3/8" DIA HORIZONTAL BARS
3. INTERIOR MASONRY WALLS SHALL BE 4" OR 6" THK. BLK. AS SHOWN ON PLAN
AT 48" O.C. GROUT CELLS (SEE KEY NOTES).
4. ALL REINFORCEMENT, AT THE TIME OF PLACEMENT OF CONCRETE SHALL BE FREE OF MUD, OIL,
OR OTHER MATERIALS WHICH MAY AFFECT OR REDUCE BONDING OF CONCRETE.
5. MINIMUM COVERAGE OF CONCRETE SHALL BE AS FOLLOWS:
CONCRETE DEPOSITED AGAINST THE GROUND_________________________3 in.
CONCRETE COLUMNS _________________________2 in.
CONCRETE BEAMS _________________________1.5 in.
DESIGN LOADS
1. FLOOR LIVE LOAD___________ 50 PSF (UNFACTORED)
ROOF LIVE LOAD __________ 20 PSF (UNFACTORED)
5. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN CONCRETE
INSTITUTE 318-02
SEE TYPICAL DOOR & WINDOW OPENING DETAILS ON SHEET S-08.
6. A MINIMUM OF 1/2" DIA. REBAR SHALL BE PLACED AT OPENINGS IN WALL
METHODS:
UNLESS NOTED OTHERWISE ON DRAWINGS.
EVALUATION OF CONCRETE
1. THE CONTRACTOR SHALL ALLOW IN HIS RATES FOR CURING AND TESTING OF CONCRETE
SPECIMENS FOR THE FOLLWING ITEMS:
A. FOUNDATION
B. CONCRETE SLAB
C. CONCRETE COLUMNS
D. CONCRETE BEAMS
2. A MINIMUM OF FOUR SPECIMENS SHALL BE CURED AND TESTED BY AN INDEPENDENT
MATERIAL TESTING LABORATORY.
3. TWO SPECIMEN SHALL BE TESTED AT SEVEN DAYS, AND TWO AT 28 DAYS.
MATERIAL TESTING LABORATORY.
5. THE REQUIRED AVERAGE STRENGTH SHALL EXCEED f'c AS FOLLOWS:
f 'c = 3000 psi __________________________ 4000 psi
f 'c = 3500 psi __________________________ 4500 psi
SHOULD ANY INDIVIDUAL STRENGTH TEST RESULT FALLS BELOW THE SPECIFIED f'c
BY MORE THAN 500 PSI, WILL BE CAUSE FOR REJECTION OF CONCRETE AT
THE CONTRACTORS EXPENSE.
4. A STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF TWO
CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE.
TEST RESULT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER FOR APPROVAL.
WIND LOADS __________ 150 mph. (ASCE-02)
BUILDING CODES:
INTERNATIONAL BUILDING CODE 2003 (IBC-2003)
ASCE- 2002
up to 4' 0" 6"x8"6" & 8" 2-1/2"∅n/a
4-0 to 8' 0" 6"x8" 2-3/8"∅2-3/8"∅ 3/8" ∅ 8"c/c
3/8" ∅ 8"c/c
6" & 8"
STRUCTURAL GENERAL NOTES & DETAILS
SCALE: N.T.S.
01
s01
STRUCTURALGENERAL NOTES& DETAILS
S01
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
C-1 C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1
C-1
C-1
C-1
C-1
C-1
C-1
LEGEND
10"X10" R.C. COLUMNS TO
GROUND FLOOR LEVEL
10"X10" R.C. COLUMNS
TO ROOF BEAM LEVEL
1 2 3
9'-7" 9'-7"
19'-2"
A
B
C
D
E
10'
10'
9'-2
"PD-1 PD-1 PD-1
10'
39
'-2
"
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
PD-1
WATER TANK9'-1"WX38'-10"LX4'-8"DEEP
APPROX. CAPACITY 12,300 GALLONS
01
S06
01
S06
02
S06
01
S05
01
S05
10"X10" R.C. COLUMN.
SEE DETAIL C-1 FOR
REINF. DETAILS
SELECTED SUITABLE FILL
MATERIAL COMPACTED IN
LAYERS OF 6"MIN.
24"X12" THK. R.C. STRIP
FOOTING REINF. W/ 4 #4
BARS (LONGWAYS) & #4
BARS (ACROSS) @ 10" C/C.
(TYPICAL)
8" THK. FOUND. BLOCK
WALL REINF. W/ #3 DIA.
VERTICAL MAIN BARS
@ 32" C/C
12"TH.X42"X42" R.C. PAD
FOUND.; (SEE PD-1 PLAN
DETAIL FOR REINF. INFO...)
foundation plan
SCALE: 3/16" = 1'-0"
01
S02
8" THK. BLOCK WALL REINF. W/
#4 DIA. VERTICAL MAIN BARS @
16" C/C. COREFILL W/ 3000 PSI
CONC. MIX (TO HAVE 1" THK.
CEMENT PLASTER ON BOTH
SIDES)
1 2 3
9'-7" 9'-7"
19'-2"
A
B
C
D
E
10'
10'
9'-2
"10
'
39
'-2
"
C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1
#3 ∅ BARS @ 6"C/C
#3
DIA
. B
AR
S @
6"C
/C
WATER TANK column & REINF. plan
SCALE: 3/16" = 1'-0"
02
S02
6" THK. R.C. TANK FLOOR
SLAB. (PERIMETER)
10'-5"
10"X10" R.C. COLUMN.
SEE DETAIL C-1 FOR
REINF. DETAILS
FOUNDATION, WATERTANK COLUMN &FLOOR REINF. PLAN
S0202
S05
02
S05
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
1 2 3
9'-7" 9'-7"
19'-2"
A
B
C
D
E
10'
10'
9'-2
"10
'
39
'-2
"
WATER TANK9'-1"WX38'-10"LX4'-8"DEEP
APPROX. CAPACITY 12,300 GALLONS
TB1 - 10"X14" BEAM
TB
1 -
10"X
14"
BE
AM
TB
1 -
10"X
14"
BE
AM
TB1 - 10"X14" BEAM
10"X14" R.C. TANK
BEAM. TB1
5" THK. R.C.
GROUND FLOOR
SLAB OUTLINE
WATER TANK BEAM PLAN
SCALE: 3/16" = 1'-0"
01
S03
10'-5"
40
'
10"
38
'-4
"10
"
10"8'-9"10"9'-7"
20'
40
'
1 2 3
9'-7" 9'-7"
19'-2"
A
B
C
D
E
10'
10'
9'-2
"10
'
39
'-2
"
10"X14" R.C. TANK
BEAM. TB1
OUTLINE BELOW
5" THK. R.C.
GROUND FLOOR
SLAB OUTLINE
GROUND FLOOR COLUMN & REINF. PLAN
SCALE: 3/16" = 1'-0"
02
S03
20'
40
'
#3 ∅ BARS @ 8"C/C
#3
DIA
. B
AR
S @
8"C
/C
C-1 C-1
C-1
C-1
C-1 C-1
C-1 C-1
C-1
C-1
C-1
C-1
C-1
LEGEND
10"X10" R.C. COLUMNS TO
GROUND FLOOR LEVEL
10"X10" R.C. COLUMNS
TO ROOF BEAM LEVEL
WATER TANK BEAM& GROUND FLOORCOLUMN & REINF.PLAN
S03
6"
1'-8
" M
IN.
SP
LIC
E L
EN
GT
HV
AR
IES
5" R.C. FLOOR SLAB W/
#3∅ MAIN BARS @ 10" C/C
R.C. COLUMN; #4∅ MAIN BAR W/
#3∅ BINDERS @ 6" C/C.
#3∅ BINDERS
@ 6" C/C
R.C. BEAM; #5∅ MAIN BAR W/
#3∅ BINDERS @ 6" C/C
#3∅ MAIN BAR @ 8" C/C B.W.
TOP & BOTTOM BAR (TB & BB)
#3∅ BINDERS @
6" C/C
R.C. COLUMN; #4∅ MAIN BAR
W/ #3∅ BINDERS @ 6" C/C
6"6
"6
"6
"6
"6
"
11 2"
10"
112
"
3PC #4 ∅ BARS
#3 ∅ BINDERS
@ 6" C/C
3PC #4 ∅ BARS
r.c. column detail c-1
SECTION SCALE: 1 1/4" = 1'-0"
02
S04
10"
3'-6"
3'-6
"
5P
CS
.s#
5∅
MA
IN B
AR
EV
EN
LY
SP
AC
ED
5PCS.s#5∅ MAIN BAR
EVENLY SPACED
3" 3"
3"
3"
1'-4" 10" 1'-4"
1'-4
"10
"1'-4
"
PAD FOOTING PD-1
PLAN VIEW SCALE: 3/4" = 1'-0"
01
S04
PD-1
C-1
04
S04
CO
LU
MN
HE
IGH
T, (
H)
H/4
H/4
H/2
COLUMN
CONNECTION
NATURAL GRADE
LEVEL -0'-4"
3'
1'2
'-1"
3"
10"
TOP FOUND.
LEVEL -2'-5"
10"X10" R.C. COLUMN C-1
REINF. W/ 6 #4 MAIN BARS
& #3 STIRRUPS @ 6" C/C
1'-1" 1'-1"
36"WX36"WX12"THK.
PAD FOOTING REINF. W/
5 #5 BARS B/W. PD-1
3"
PAD FOOTING PD-1
SECTION SCALE: 3/4" = 1'-0"
04
S04
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
FOUNDATION, BEAM& COLUMN DETAILS
S048
"
8"
11 2"
2PC #4 ∅ BARS
#3∅ STIRRUPS@
8" C/C
2PC #4 ∅ BARS
112
"
11 2"
1'-2
"
112
"
2PC #5
DIA. BARS
#3 DIA. BINDERS
@ 8" C/C
2PC #5
DIA. BARS
r.c. TANK BEAM -TB1 10"X14"
SECTION SCALE: 1 1/4" = 1'-0"
03
S04
10"
11 2"
1'-2
"
112
"
2PC #5
DIA. BARS
#3 DIA. BINDERS
@ 8" C/C
2PC #5
DIA. BARS
r.c. ROOF BEAM -RB 10"X14"
SECTION SCALE: 1 1/4" = 1'-0"
05
S04
10"
column CONNECTION detail
SCALE: N.T.S.
07
S04
TANK INTERMEDIATE
BEAM DETAIL
SCALE: 2" = 1'-0"
06
S04
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
ABC
10'10'
39'-2"
DE
10'9'-2"
5" THK. R.C. GROUND
FLOOR TANK SLAB
24"X24" CONC.
MANHOLE COVER
#3 DIA. BARS @ 8" C/C
4" RADIUS CURVED
CORNER ALL AROUND
4" RADIUS CURVED
CORNER ALL AROUND
4'-8
"M
AX
. W
AT
ER
LE
VE
L
2" DIA. WATER
INLET PIPES
2" DIA. WATER
INLET PIPES
10"X14" R.C. TANK
BEAM. TB-1
8"X8" INTERMEDIATE
WATER TANK BEAM.
WATER TANK SECTION
SCALE: 3/16" = 1'-0"
01
S05
TANK FLOOR
LEVEL -5'-10"
1 LAYER POLYTHENE
#4 SHEET UNDER SLAB2" DIA. P.V.C. DRAIN PIPE TO HAVE
GATE VALVE & CONNECTION
FIXTURE FOR WATER PUMP
5'-10
"
12"TH.X42"X42" R.C. PAD FOUND.
OUTLINE; (SEE PD-1 PLAN
DETAIL FOR REINF. INFO...)
#3 DIA. BARS @ 8" C/C
1% SLOPE
10"
5'-6
"4
"
4" DIA. P.V.C.
OVERFLOW PIPE
#3 DIA. BARS @ 6" C/C
#3 DIA. BARS @ 6" C/C
6" THK. R.C. FLOOR
SLAB REINF. W/ #3 DIA.
BARS @ 6" C/C. B/W.
6"
10"X14" R.C. TANK
BEAM. TB-1
2' 2'
2'2'
1 2 3
19'-2" 19'-2"
38'-4"
NATURAL GRADE
LEVEL -0'-4"
FINISH FLOOR
LEVEL 0'-0"
4'-8
"
WATER TANK9'-1"WX38'-10"LX4'-8"DEEP
APPROX. CAPACITY 12,300 GALLONS
8"X8" R.C.
INTERMEDIATE BEAM
10"X14" R.C. TANK
BEAM. TB-1
TANK FLOOR
LEVEL -5'-10"
WATER TANK SECTION
SCALE: 3/8" = 1'-0"
02
S05
5" THK. R.C. GROUND
FLOOR TANK SLAB
5'-6
"4
"
5'-10
"
#3 DIA. BARS @ 8" C/C
#3 DIA. BARS @ 8" C/C
10"X14" R.C. TANK
BEAM. TB-1
1 LAYER POLYTHENE
#4 SHEET UNDER SLAB
1 LAYER POLYTHENE
#4 SHEET UNDER SLAB
8"
10"
4" RADIUS CURVED
CORNER ALL AROUND
#3 DIA. BARS @ 6" C/C
#3 DIA. BARS @ 6" C/C
8" THK. BLOCK WALL REINF. W/
#4 DIA. VERTICAL MAIN BARS @
16" C/C. COREFILL W/ 3000 PSI
CONC. MIX (TO HAVE 1" THK.
CEMENT PLASTER ON BOTH
SIDES)
MA
X. W
AT
ER
LE
VE
L
6" THK. R.C. FLOOR
SLAB REINF. W/ #3 DIA.
BARS @ 6" C/C. B/W.
#4 DIA. BARS @ 8" C/C
#4 DIA. BARS @ 8" C/C
24"X12" THK. R.C. STRIP
FOOTING REINF. W/ 4 #4 BARS
(LONGWAYS) & #4 BARS
(ACROSS) @ 10" C/C. (TYPICAL)
01
S06
SEE
#4 DIA. VERTICAL
MAIN BARS @ 16" C/C.
WATER TANKSECTIONS
S05
18"
6"
6"
6"
18"
R.C. COLUMN; #4∅ MAIN BAR
W/ #3∅ BINDERS @ 6" C/C
MAIN BARS CRANKED INWARD
AS TO CONNECT W/ BEAM
REINFORCEMENT.
R.C. BEAM; #5∅MAIN BAR #3∅
BINDERS @ 6" C/C
R.C. BEAM; 4PC #5∅MAIN BAR #3∅BINDERS @ 6" C/C
COLUMNS REINFORCEMENT
CRANKED OUTWARD ONTO
BEAM W/ MIN. 18" SPLICE
#3∅ BINDERS
@ 6" C/C
#3∅ BINDERS @ 6" C/C
ADJACENT BEAM
OUTLINE
6"6"6"#3∅ VERT. BAR
R.C.
COLUMNS
#3∅ TIES
@ 24" C/C
#3∅ VERT. BAR
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
GROUND FLOOR
LEVEL 0'-0"
NATURAL GRADE
LEVEL -1'-4"
4"
2'-1"
1'
#3 VERTICAL BARS
@ 32" C/C.
8" FOUNDATION
BLOCKWALL
10"X10" R.C. STUB
COLUMN C-1
#3 TOP & BOTTOM BARS
@ 8" C/C.
5" THK. R.C. FLOOR SLAB
10"X10" R.C.
COLUMN C-16" THK. BLOCK WALL
#3 VERTICAL BARS
@ 32" C/C.
6"
24"X12" THK. R.C. STRIP
FOOTING REINF. W/ 4 #4 BARS
(LONGWAYS) & #4 BARS
(ACROSS) @ 10" C/C. (TYPICAL)
3'-1"
3" 3"
SECTION DETAIL - STRIP
FOOTING (PERIMETER)
SCALE: 3/4" = 1'-0"
01
S06
WEAK 2" THK.
CONC. BLINDING
UNDISTURBED
SOIL
1'-6"
1 LAYER 0.004 MM POLYTHENE
SHEETING ON WELL SELECTED
& COMPACTED FILL
PEA GRAVEL FILL
ABOVE FOOTING
1/2" THK. C&S PLASTERING
ON BOTH SIDES
GROUND FLOOR
LEVEL 0'-0"
NATURAL GRADE
LEVEL -1'-4"
1'-4
"
1'-1
"1'
#3 VERTICAL BARS
@ 32" C/C.
8" FOUNDATION
BLOCKWALL
#3 TOP & BOTTOM BARS
@ 8" C/C.
5" THK. R.C. FLOOR SLAB6" THK. BLOCK WALL
#3 VERTICAL BARS
@ 32" C/C.
6"
24"X12" THK. R.C. STRIP
FOOTING REINF. W/ 4 #4 BARS
(LONGWAYS) & #4 BARS
(ACROSS) @ 10" C/C. (TYPICAL)
2'-1"
3" 3"
SECTION DETAIL - STRIP
FOOTING (intermediate)
SCALE: 3/4" = 1'-0"
02
S06
WEAK 2" THK.
CONC. BLINDING
UNDISTURBED
SOIL
1'-6"
1 LAYER 0.004 MM POLYTHENE
SHEETING ON WELL SELECTED
& COMPACTED FILL
PEA GRAVEL FILL
ABOVE FOOTING
3"
2 #4 DIA.VERTICAL BAR
W/ #3 DIA.TIES @ 24"
2 #4 DIA. VERTICAL BAR
W/ #3 DIA. TIES @ 24"
R.C.
COLUMNS
WAll & column detail
SCALE: N.T.S.
03
S06
BLOCK/ column
WALL CORNER detail
SCALE: N.T.S.
04
S06
column END detail
SCALE: N.T.S.
05
S06
6"6"6"
FOOTING & COLUMNCONNECTIONDETAILS
S06
NOTE:
THESE DIAGRAM ARE SCHEMATIC. THEY ARE NOT INTENDED
TO SHOW THE NUMBER OF BLOCK ROWS FOR THE WALL. FOR
TOTAL HEIGHT OF WALLS PLEASE REFER TO ARCHITECTURAL
SECTIONS.
1 # 3 REBAR @ 48"
CENTERED ON WALL
THICKNESS. ENDS
EMBEDDED 6" MIN.
INTO COLUMN
12"
16"
8"
16"
NOTE:
- CORE WITH REINFORCEMENT TO BE FILLED WITH 3500 PSI
CONCRETE
- ALL CONCRETE MASONRY UNITS SHALL HAVE AT LEAST 700 PSI
(GROSS) MIN. COMPRESSIVE STRENGTH AT 28 DAYS.
WINDOW & DOOR
LINTELS ARE TO HAVE
MIN. SUPPORT OF 16"
16"
8"
1 # 3 REBAR @ 48"
CENTERED ON WALL
THICKNESS. ENDS
EMBEDDED 6" MIN.
INTO COLUMN
WINDOW & DOOR
LINTELS ARE TO HAVE
MIN. SUPPORT OF 16"
12"
RC BEAM
RC LINTEL1
1
1 # 4 REBAR1 # 4 REBAR
DOOR
OPENING
GROUND SLAB
HOOK UNDER SLAB
REINFORCEMENT
1 # 3 REBAR @ 32" C/C
CORE FILL WHERE BARS
OCCUR WITH CONC F'C =
2000 PSI NOT CEMENT
SAND MIX
RC BEAM
1 # 3 REBAR @ 32" C/C
CORE FILL WHERE BARS
OCCUR WITH CONC F'C =
2000 PSI NOT CEMENT
SAND MIX
GROUND SLAB
HOOK UNDER SLAB
REINFORCEMENT
CONC. SILL1
1
WINDOW
OPENING
1 # 4 REBAR
RC LINTEL 1
1
1 # 4 REBAR
12" 12"
2 #3 REBAR CORE FILL WHERE
BARS OCCUR W/ CONC F'C= 3500
PSI NOT CEMENT SAND MIX
2 #3 REBAR CORE FILL WHERE
BARS OCCUR W/ CONC F'C= 3500
PSI NOT CEMENT SAND MIX
12" 12"
8"
8"
2 #4 DIA. REBAR (TOP BARS)
#3 DIA. TIES @ 8" C/C
2 #4 DIA. REBAR (BOTTOM BARS)
8"
8"
2 #4∅ REBAR (TOP BARS)
#3 DIA.TIES @ 8" C/C
2 #4 DIA.REBAR
(BOTTOM BARS)
L/4L/2L/4
TYPICAL FOR ALL CONCRETE BEAMS
BINDER SPACING OF 6" C/C. BINDER SPACING OF 8" C/C.
2" FROM FACE OF
COLUMN RINGS STARTS
BINDER SPACING OF 6" C/C.
SECTION CUT - 2SECTION CUT - 1 SECTION CUT - 1
2" FROM FACE OF
COLUMN RINGS STARTS
WALL, SILL, LINTEL& BEAM DETAILS
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
TYPICAL DOOR OPENING
SCALE: N.T.S.
01
S07
TYPICAL WINDOW OPENING
SCALE: N.T.S.
02
S07
LINTEL & SILL SECTIONS
SCALE: N.T.S.
03
S07
TYPICAL BEAM SECTION
SCALE: N.T.S.
04
S07
S07
4"
6"
2"
44
"
44
"
16"
24"
72
"
SWITCH
F.L.
OUTLET KITCHEN
KITCHEN
PANEL
BOX
DOOR
BATHROOM
C GFCI GFCI
TYPICAL DETAIL OF OUTLETS & SWITCHES
OUTLET, T.V. &
TELEPHONE
NOTE: ALL SWITCHES AND OUTLETS TO BE AT LEAST 4" AWAY FROM DOOR OR WINDOWS OPENING
16"
GENERAL ELECTRICAL NOTES
1.) ALL WORKS SHALL BE DONE IN ACCORDANCE WITH LOCAL APPLICABLE CODE.
2.) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES
REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH
APPLICABLE CODE.
3.) APPROVAL SHALL BE OBTAINED FROM STRUCTURAL ENGINEER PRIOR TO CUTTING OR
DRILLING ANY STRUCTURAL SUPPORT MEMBER.
4.) WIRE SIZES SHALL BE #12 THHN / THWN UNLESS OTHERWISE NOTED ON PLANS. CONDUCTOR
#6 OR LARGER SHALL BE THWN.
5.) ALL CONDUCTORS TO BE COPPER UNLESS OTHERWISE NOTED
6.) ALL CONDUCTORS SHALL BE RUN IN CONDUIT. (NON-METALLIC TYPE) NMC CABLE IS
PERMITTED AS AN OPTION. IF PVC SCHEDULE 40 IS USED FOR UNDERGROUND FEEDERS
ONLY, AN EQUIPMENT GROUND CONDUCTOR MUST BE INSTALLED AND CONDUIT SIZE
INCREASE AS REQUIRED. THE USE OF NMC IS PERMITTED FOR ALL OTHER WIRING.
7.) ALL NON POWER RELATED WIRING CAN BE RUN IN CEILING PLENUM WITHOUT CONDUIT
8.) FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED.
9.) ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE CEILING
SYSTEM MANUFACTURER RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS.
10.) THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE.
THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING
SYSTEM.
11.) ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED.
12.) ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES
13.) EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD.
14.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER.
15.) ALL RACEWAY ROUTED, INSULATED CONDUCTORS SYSTEMS SHALL BE COLOR CODED AS
FOLLOWS:
240/120V SYSTEM
PHASE 'A' BLACK
PHASE 'B' RED
PHASE 'C' BLUE
NEUTRAL WHITE
GROUND GREEN
16.) ALL ROUGH IN DIMENSIONS ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED.
17.) ALL CONDUCTOR SPLICES IN EXTERIOR LOCATED PULL BOXES EXPOSED TO THE WEATHER
TO BE WEATHER SEALED.
18.) CONTRACTOR IS ALLOWED TO REARRANGE THE DISTRIBUTION OF THE ELECTRICAL LOADS
CONNECTED TO THE BRANCH CIRCUITS IN THE FIELD, AS LONG AS LOAD IS BALANCED &
INDEPENDENT CIRCUIT LOADING IS IN COMPLIANCE WITH LOCAL CODE.
19.) DISTRIBUTION PANELS SHALL BE NEMA1 WITH PUSH-ON BREAKERS COMPLETE WITH
SEPARATE NEUTRAL AND GROUND BARS AS IS EXISTING.
20) TELEPHONE WIRING SHOULD BE 2 RUNS OF CAT 5 NETWORK CABLING.
CONNECTS SWITCH TO FIXTURE
CONNECTS FIXTURE TO FIXTURE
CONNECTS OUTLETS OF SAME CIRCUIT
120 V FLUSH 3- PIN OUTLET 16" OFF
FINISHED GROUND LEVEL.
COUNTER TOP OUTLET 42" ABOVE
FINISHED GROUND LEVEL
CABLE TELEVISION TERMINAL POINT
ETHERNET TERMINAL POINT .
TELEPHONE TERMINAL POINT .
GFCI FLUSH OUTLET WITH WEATHER
PROOF COVER PLATES.
240 V FLUSH OUTLET 42" OFF FINISHED
GROUND LEVEL.
E
T
C
GROUND FAULT CIRCUIT INTERRUPTER
4" RECESS LIGHTING
6" HANGING CEILING LIGHT FIXTURE
INTERNAL WALL HUNG LIGHT
FIXTURE ( SCONCE )
EXTERNAL WALL HUNG LIGHT
FIXTURE
MOTION SENSOR SPOT LIGHT WITH
PHOTO CELL LIGHT SWITCH
SINGLE POLE LIGHT SWITCH
3WAY LIGHT SWITCH
4WAY LIGHT SWITCH
FLUORESCENT CEILING LIGHT FIXTURE
EMERGENCY EXIT LIGHTED SIGN
DISTRIBUTION PANEL (RECESSED)
ADDRESSABLE SMOKE DETECTOR
120 V FLUSH 3- PIN OUTLET @
FINISHED FLOOR LEVEL.
PHOTO CELL LIGHT SWITCH
VANITY WALL HUNG LIGHT FIXTURES
REFLECTING ON CEILING
DOUBLE POLE LIGHT SWITCH
VANITY TRACK LIGHTS
DECORATIVE CEILING FAN
COMPLETE W/ LIGHTS
LOW PROFILE WRAPAROUND
FLUORESCENT LAMP, 2 LAMP, 2X20
PREMIUM TROFFER 2SP SERIES, 24"X24"
2X40 TUBE FLUORESCENT, 1 LAMP, 120V
1X20 TUBE FLUORESCENT, 1 LAMP, 120V
PUSH BUTTON SWITCH ( DOOR BELL )
CHANDELIER LIGHT FIXTURE
CLASS A FIRE EXTINGUISHER (28 LBS.)
EXTRACTOR FAN / EXHAUST FAN
2$
3$
4$
C
F
wpWP
240V
GFCI
PC
R
H
S
A
LOW PROFILE WRAPAROUND
FLUORESCENT LAMP, 2 LAMP, 2X40
ELECTRICAL LEGEND
DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL
120 V FLUSH 3- PIN OUTLET @ CEILING
LEVEL FOR GARAGE DOOR MECHANISM.G
WIRES:
C
12-K
A/C
L
$U120 V FLUSH 3- PIN OUTLET UNDER BUILDING
CONDENSING SPLIT UNIT
EVAPORATOR SPLIT UNIT
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
ELECTRICALLEGEND & NOTES
M01
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
ELECTRICAL LIGHTING plan
SCALE: 3/16" = 1'-0"
01
M02
TOTAL FLOOR AREAS
BUILDING AREAS = 800 SQ. FT.
WATER CISTERN = 416 SQ. FT.
TOTAL FLOOR AREAS = 1216 SQ. FT.
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
CONNECTS SWITCH TO FIXTURE
CONNECTS FIXTURE TO FIXTURE
CONNECTS OUTLETS
OF SAME CIRCUIT
WIRES:
ELECTRICAL POWER plan
SCALE: 3/16" = 1'-0"
02
M02
ELECTRICALLIGHTING &POWER PLAN
M02
$ $$
GFCI
wpWP
17"
36
"
24
.5"
22
"
17"
4"4"
3/4" ∅ PVC
COLD WATER
INLET
2" ∅ PVC
DRAINAGE PIPE
3/4" ∅ CPVC HOT
WATER INLET
3/4"∅ PVC COLD
WATER INLET
2"∅ PVC
DRAINAGE PIPE
3/4" Ø CPVC HOT
WATER INLET
FINISHED
WALL
3/4" DIA. PVC
WATER INLET
4" Ø PVC
PIPE
FFL
6"
8"
FINISHED
WALL
20
.5"
4"
4"
17.5
"
FFL
WASH HAND BASINSUPPLY & DRAINAGE INSTALLATION N.T.S.
FFL
KITCHEN SINKSUPPLY & DRAINAGE INSTALLATION N.T.S.
WATER CLOSET W/ TANKSUPPLY & DRAINAGE INSTALLATION
SCALE: N.T.S.
DRAINAGE PIPE
CENTER LINE
12.5"
FFL8"
SIDE VIEW
FRONT VIEWPLAN VIEW
PLAN VIEW
VALVE
FAUCET
FRONT VIEW
32
"
FRONT VIEW
4"
1'-4"2'-0" 2'-4"1'-3"
2'8
"
4'-0
"
1'-5
"
4"4"
1'-8
"
8"
2'
1'-3
7'-0
"
3'-9
"
7'
ELEVATION
POSITION OF BATHROOM FIXTURES
3'-0"
1'-7
1'-3"
6"
6"
1/2" ∅ PVC
WATER
INLETCURTAIN
ROD
HOT AND COLD
VALVES
TOILET
PAPER
HOLDER
TOWEL
ROD
THE DIMENSIONS SHOWN ABOVE BETWEEN FIXTURES ARE MINIMUM
PIPE CONNECTIONS GOING
UP TO UPPER FLOOR
H
P
ON DEMAND WATER HEATER
ELECTRONIC WATER PUMP
3/4"∅ COLD WATER PIPE
(34"∅CW), FROM WATER
SYSTEM TO ALL FIXTURES
GATE VALVE
FIXTURE CONNECTION TO PIPE
WATER METER
34"∅CW
C.O.
ELBOW: 90°° FLANGE JOINT
ELBOW: 90° DOUBLE
FLANGE JOINT
ELBOW: 135° FLANGE JOINT
ELBOW: 135° DOUBLE
FLANGE JOINT
ELBOW: 135° DOUBLE FLANGE
JOINT WITH CLEAN-OUT ACCESS
DESCRIPTIONSYMBOL
PLUMBING LEGEND
1/2"∅ HOT WATER PIPE (1 2"∅HW),
FROM HEATER TO FIXTURES
THAT REQUIRE HOT WATER
12"∅HW
SHUT OFF VALVE
CHECK VALVE
GENERAL PLUMBING NOTES
1.- MAIN POTABLE WATER PIPE TO BE 3
4"∅ PVC SCH 40
PIPE.
2.- POTABLE WATER PIPE THAT LEADS TO
ACCESSORIES TO BE 3 4"∅Ø PVC SCH 40 PIPE.
3.- HOT WATER PIPE TO BE 1 2"∅ UPVC SCH 40 PIPE (IF
REQUIRED)
4.- DISCHARGE PIPES FROM WATER CLOSETS KNOWN AS
SOLID
WASTE PIPES TO BE 4"∅ SCH 40
5.- DISCHARGE PIPES FROM LAVATORIES KNOWN AS
LIQUID
WASTE PIPES TO BE 2"∅ SCH 40
6.- ALL FITTING FOR LINES TO BE INCLUDED. VENT
PIPES TO BE 2"∅ AND TO INCLUDE A MAIN VENT
STOCK OF 2"∅.
7.- CHANGES IN DIRECTION OF SOIL/WASTE LINES TO BE
AT 135°.
8.- ALL FIXTURES SHALL HAVE A 1/2"∅ ANGLE VALVE.
9.) ALL DRAINAGE PIPES CHANGE IN DIRECTION TO BE
FITTED WITH A 135° ELBOW, EITHER SINGLE OR
DOUBLE FLANGE JOINT.
10.) CHANGE IN DIRECTIONS SHOULD BE FITTED WITH A
CLEAN OUT POINT THAT COULD BE EASILY
ACCESSED & SEALED AFTER USE.
11.) DRAINAGE SLOPE IS CALCULATED BASED ON
MAGUIRE'S RULE OF THUMB, WHICH GIVES A FALL
ACCORDING TO RATE OF FLOW (VELOCITY),
DEPENDING ON THE DIAMETER OF THE PIPE. THE
VELOCITY REQUIRED SHOULD BE AT LEAST 0.75 m/s
(2.46 ft/s), TO ENSURE SELF CLEANSING WITH A
DRAINAGE CAPACITY OF CLEAR FLOW CONDITION.
DRAINAGE SLOPE FOR DRAINAGE PIPES
4"∅ SW PIPE: USE A SLOPE OF 1 IN 40
2"∅ LW PIPE: USE A SLOPE OF 1 IN 20
12.) ONLY VENT PIPES CHANGE IN DIRECTION COULD BE
FITTED WITH A 90° ELBOW, EITHER SINGLE OR
DOUBLE FLANGE JOINT.
DNPIPE CONNECTION GOING
DOWN TO LOWER FLOOR
4"∅ P.V.C. SOLID WASTE
PIPE (4"∅SW), FROM W.C.
TO SEPTIC TANK
2"∅ P.V.C. LIQUID WASTE PIPE
(2"∅LW), FROM ALL FIXTURES
TO SOAK-AWAY
2"∅ P.V.C. VENT PIPE (2"∅ V.T.)
FROM ALL FIXTURES TO MAIN
STOCK THROUGH CEILING
2"∅VT
2"∅LW
4"∅SW
DESCRIPTIONSYMBOL
MAIN VENT
UP
PLUMBINGLEGEND & NOTES
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
M03
PT PRESSURE TANK
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
1 2 3
A
B
C
D
E
9'-7" 9'-7"
19'-2"
10'
10'
10'
9'-2
"
39
'-2
"
PLUMBING SUPPLY plan
SCALE: 3/16" = 1'-0"
01
M04
PLUMBING DRAINAGE plan
SCALE: 3/16" = 1'-0"
02
M04
PLUMBING SUPPLY& DRAINAGE PLAN
M04
34"∅
CW
P
PT
WATER TANK9'-1"WX38'-10"LX4'-8"DEEP
APPROX. CAPACITY 12,300 GALLONS
34"∅CW
WATER
FAUCET
34"∅
CW
2"∅
LW
TO
SO
AK
-AW
AY
C.O.
C.O.
4"∅
SW
4"
∅SW
TO
SE
PT
IC T
AN
K
NUMBER OF
BEDROOMS
MAXIMUM
NO. OF
PERSONS
SERVED
NOMINAL LIQUID
CAPACITY OF TANK RECOMENDED INSIDE DIMENSIONS
LENGHT WIDTH LIQUID DEPTH TOTAL HEIGHT
NUMBER PERSONS US GALLONS (APPROX) FT IN FT IN FT IN FT IN
5 2600 7 02 6
SPECIFICATIONS:
1. INLET PIPE MUST DIP 12" BELOW LIQUID
LEVEL IN TANK.
2. TANK MUST BE AIR AND WATER TIGHT.
3. INVERT LEVEL OF OUTLET PIPE MUST BE 2"
MINIMUM BELOW TOP OF BAFFLE WALL.
6"
12"
Min
.
4'-0
"1'-2
"
5"
34 L
.D.
L.D
.
4"
T.H
.
EQUAL EQUAL EQUAL
10"
4"
5'-2
"
6" 6" 13 L 1
3L 13 L 6" 6"
6" 6" L 6" 6"
6"
1'-2
"
LIQUID
LEVEL
4"∅ INLET PIPE
FROM WATER
CLOSET ONLY
4"∅ OUTLET PIPE
TO SOAK-AWAY /
LEACH-FIELD.
6" R.C. TANK BASE
SLAB, REINFORCED
WITH #3∅ BARS @ 8"
C/C BOTH WAYS
LIQUID
LEVEL
SCUM
4"∅ INLET PIPE
FROM WATER
CLOSET ONLY4"∅ OUTLET PIPE
TO SOAK-AWAY /
LEACH-FIELD.
#3∅ WALL RE-BARS @ 24"
C/C, WITH ALL BLOCK
CORES FILLED SOLID
6" R.C. BLOCK WALL,
WITH 1 2" PLASTER TO
BOTH FACES & ALL
CORES FILLED SOLID
4" R.C. BLOCK
WALL, WITH 1 2"
PLASTER TO
BOTH FACES &
ALL CORES
FILLED SOLID
#3∅ WALL RE-BARS @
24" C/C, WITH ALL
BLOCK CORES
FILLED SOLID
4"∅ HOLE
4" R.C. BAFFLE
BLOCK WALL
APPROVED
SEALANT.
RADIUS-3"
1'
CRANK WALL
REBARS MIN. 12"
EMBED ALL FIRST ROW OF
BLOCKS (BLOCK COURSE),
INTO BASE SLAB
12"X18" R.C.
TANK COVER
(MANHOLE)
#3∅ WALL RE-BARS @ 24"
C/C, WITH ALL BLOCK
CORES FILLED SOLID
6" R.C. BLOCK WALL,
WITH 1 2" PLASTER TO
BOTH FACES & ALL
CORES FILLED SOLID
APPROVED
SEALANT.
RADIUS-3"
4" R.C. TANK COVER
SLAB, REINFORCED
WITH #3∅ BARS @ 10"
C/C. BOTH WAYS
CRANK WALL
REBARS MIN. 12"
1'
6" EQUAL EQUAL EQUAL 6"
6" L 6"
4" 4"
L + 12"
12"X18" R.C.
TANK COVER
(MANHOLE)
12"X18" R.C.
TANK COVER
(MANHOLE)
12"X18" R.C.
TANK COVER
(MANHOLE)
6"
W
W +
12
"
6"
4"∅ INLET PIPE
FROM WATER
CLOSET ONLY
4"∅ OUTLET PIPE
TO SOAK-AWAY /
LEACH-FIELD.
3 0 4 0
SEPTIC TANKDETAILS
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
septic tank detail
DIMENSIONED SECTION SCALE: N.T.S.
01
M05
M05
septic tank detail
LABELED SECTION SCALE: N.T.S.
02
M05
septic tank detail
LABELED PLAN VIEW SCALE: N.T.S.
03
M05
2' M
IN.
TO
LO
WE
ST
WA
TE
R T
AB
LE
MASS CONCRETE
BASE
4'-10
" 5'-2
"
4" CONCRETE
BLOCK WALL
4"∅ INLET PIPE FROM
SEPTIC TANK
NATURAL GRADE
LEVEL
LOWEST WATER
TABLE LEVEL
LOWEST LEVEL OF SOAK
AWAY, 2' ABOVE LOWEST
WATER TABLE LEVEL
4" 3'-0" 4"
COARSE
LAYER
FINES
LAYER
18"X18" R.C.
TANK COVER
(MANHOLE)
4" R.C. COVER SLAB,
REINFORCED WITH
#3∅ BARS @ 10" C/C
BOTH WAYS
GRAVEL RANGING FROM 1 2"∅TO 6"∅, PLACE FINE ROCK ON
TOP LAYER & COARSE ROCKS
AT BOTTOM LAYER
3'-8"
4"3'-0"4"
3'-8"
4"
3'-0
"4
"
3'-8
"
18"X18" R.C.
TANK COVER
(MANHOLE)
4"∅ INLET PIPE FROM
SEPTIC TANK
4" CONCRETE
BLOCK WALL
SOAK-AWAYDETAILS
Drawn by Date
Checked by Date
Drawing Name
Drawing Scale
Sheet No.
Job Title
Client
Project Number
Stamps & Seals
Proposed Residence
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
BETTER IN BELIZE
10.5 mls. Mollejon Road,Better in Belize, Cayo District,Belize, C.A.
NOTES:nThe Contractor shall verify all measurements and report any inconsistencies before commencement.n DO NOT SCALE THIS DRAWING.
Rev Description By Date
As Shown
051_18
E. Canto Tech. Nov., 2018
WARNING: No part of this document shall be reproduced,released or distributed without the express written permissionof the Designer. Unauthorized reproduction, release, distributionor alteration may result in civil penalty or other action bythe designer.
SIMEON HERRERA129-2004
REGIS
T ERED
P ROF E S S I ONALENGINEERS
T
R U C T U R A
L
B E L I Z E
M06
SOAK-AWAY detail
SECTION THRU SCALE: N.T.S.
01
M06
SOAK-AWAY detail
PLAN VIEW SCALE: N.T.S.
02
M06