10.5 mls mollejon road, benque viejo del ......1 front elevation drawn by date checked by date...

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


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

AutoCAD SHX Text

DO NOT SCALE THIS DRAWING.

Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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.


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

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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.



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.



1"X10" FASCIA BOARD

2'(OVERHANG)


W/ NO.3 BARS @ 32" C/C.


CONC. MIX (TYPICAL)



2'-8" 2'-8" 2'-8"

2"X6" EXPOSED

RAFTERS @ 32" C/C



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"

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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)


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


W/ NO.3 BARS @ 32" C/C.


CONC. MIX (TYPICAL)

2'

(OVERHANG)

1"X3" PURLINS @ 32" C/C


1" THK. BOARD

1"X10" FASCIA BOARD

6"P.V.C. GUTTER


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'


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

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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


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



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

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

"



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


TO ROOF BEAM LEVEL

WATER TANK BEAM& GROUND FLOORCOLUMN & REINF.PLAN

S03

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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"


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"


05

S04

10"

column CONNECTION detail

SCALE: N.T.S.

07

S04

TANK INTERMEDIATE

BEAM DETAIL

SCALE: 2" = 1'-0"

06

S04

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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...)


1% SLOPE

10"

5'-6

"4

"

4" DIA. P.V.C.

OVERFLOW PIPE



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

"



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

"



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



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.




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

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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"





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"





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

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


T

R U C T U R A

L

B E L I Z E

ELECTRICALLEGEND & NOTES

M01

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


T

R U C T U R A

L

B E L I Z E

M03

PT PRESSURE TANK

AutoCAD SHX Text


Drawn by Date

Checked by Date

Drawing Name

Drawing Scale

Sheet No.

Job Title

Client

Project Number

Stamps & Seals

Proposed Residence


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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



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

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

AutoCAD SHX Text


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


BETTER IN BELIZE




As Shown

051_18




REGIS

T ERED


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

AutoCAD SHX Text


10.5 mls mollejon road, benque viejo del ......1 front elevation drawn by date checked by date...

Documents