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CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
EXISTING SITE PLAN
CKL
KJH
14524
AUGUST 21, 2019
S1
EXISTING BURIED
CONDUIT (TO BE
VERIFIED WITH OWNER)
ISSUED FOR
CONSTRUCTION
Scale: 1/16" = 1'-0"
EXISTING SITE PLAN
IC
SLAB
FORT
GEORGE
FORT GEORGE HILL
GOLF
COURSE
TOWER
EXISTING
ENCLOSURE
AND SLAB
NTS
ZONE MAP
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
SITE
Scale: 1:2500
LOCATION PLAN
7 Jan 2020
7'-0" HIGH SECURITY FENCE
(SEE DRAWING S7)
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
PROPOSED SITE PLAN
CKL
KJH
14524
AUGUST 21, 2019
S2
ISSUED FOR
CONSTRUCTION
Scale: 1/16" = 1'-0"
PROPOSED SITE PLAN
IC
43
'-9
"
17'-3"
2
'
-
0
"
20'-1"
SLAB
FORT
GEORGE
FORT GEORGE HILL
GOLF
COURSE
TOWER
NEW 6'-0" WIDE GATE
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
NEW ENCLOSURE
AROUND EXISTING
COMMUNICATIONS
BUILDING
5
'
-
1
1
"
1
7
'
-
1
0
"
7 Jan 2020
REMOVE
EXISTING RAILING
AS NECESSARY
EXISTING COMMUNICATIONS BUILDING
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
FLOOR AND FOUNDATION PLAN
CKL
KJH
14524
AUGUST 21, 2019
S3
2
Scale: 1/8" = 1'-0"
FLOOR PLAN
ISSUED FOR
CONSTRUCTION
IC
IC
TOWER
1'-0"
3'-0"
12
'-0
"
17
'-5
"
2'-0
"
44'-1"
2'-0"
1'-0"
20
'-5
"
2'-0
"
COMPACTED
GRAVEL
REMOVE EXISTING BOLLARD
3'-0"
5'-1
0"
13'-1"
3
HEAVY DUTY PVC
UTILITY DOORS
L2
3 No. 48"x96" H
RUSKIN XP500
LOUVERS OR
SIMILAR
APPROVED
HURRICANE
RATED
LOUVERS
HEAVY DUTY PVC
UTILITY DOOR
L1
COMPACTED
GRAVEL
L1
4
1
1
Scale: 1/8" = 1'-0"
FOUNDATION PLAN
2'-0
"
1'-6"
1'-6"
1'-6
"
2'-0
"
16'-0" 6'-0"6'-1"
23
IC
4
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
L1
DN
DN
4'-1
"
3'-7
"
7'-4
"
7 Jan 2020
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
ROOF PLAN
CKL
KJH
14524
AUGUST 21, 2019
S4
Scale: 1/8" = 1'-0"
ROOF PLAN
ISSUED FOR
CONSTRUCTION
13'-4"
3'-9
"
1'-0
"
6'-7"
20
'-1
1"
44'-7"
17
'-1
1"
2%
IC
1
S6
2
S6
3
S6
4
S7
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
APPLY BERMUDA ROOF GUARD
ELASTOMERIC ROOF COATING AS PER
MANUFACTURERS INSTRUCTIONS
NEW CONC. ROOF
FORM DECK SPAN
DECK SPAN
SHORING DIAGRAM
BEAM SUPPORTS
NOTE
TEMPORARY SUPPORT
BEAMS AND SHORING TO BE
DESIGNED BY
CONTRACTOR'S REGISTERED
ENGINEER
3'-0"
MAX SPAN OF PROPOSED DECK
UNDER CONSTRUCTION LOADING
7 Jan 2020
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
ELEVATIONS
CKL
KJH
14524
AUGUST 21, 2019
S5
OPENING FOR
EXISTING CABLE TRAY
ISSUED FOR
CONSTRUCTION
Scale: 1/8" = 1'-0"
SOUTH ELEVATION
Scale: 1/8" = 1'-0"
NORTH ELEVATION
Scale: 1/8" = 1'-0"
EAST ELEVATION
Scale: 1/8" = 1'-0"
WEST ELEVATION
PLASTER AND
PAINT FINISH
2%
11
'-5
"
12'-0"
11
'-1
1"
2%
24'-0"
4'-5
"
6'-8
"
HEAVY DUTY PVC
UTILITY DOORS
HEAVY DUTY PVC
UTILITY DOOR
3'-0"
7'-0
"
14
'-4
"
15
'-9
"
12
'-7
"
11
'-5
"
5'-10"
1'-0
"
12
'-7
"
1'-0
"
1'-0
"
1'-0
"
14
'-4
"
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
8'-0
"
RUSKIN XP500 LOUVERS
OR SIMILAR APPROVED
7'-4"
7 Jan 2020
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
SECTIONS
CKL
KJH
14524
AUGUST 21, 2019
S6
2
S4
SECTION
Scale: 3/16"=1'-0"
3
S7
ISSUED FOR
CONSTRUCTION
L1
2%
10
"
2'-0
"
3"
DRIP
EDGE
2'-0"
EXISTING ENCLOSURE
EXISTING
SLAB AND
WALLS
COMPACTED GRAVEL
12" CONC. MASONRY
PLASTER
AND PAINT
FINISH
2
S3
1
S4
SECTION
Scale: 3/16"=1'-0"
1
S3
10
"
MARCORE TYPE 'HF' 20 GA
HEAVY DUTY FORM DECK
1
S7
L2
1'-0
"
2'-0"
2
S7
1'-0
"
2'-0"
12" CONC.
BLOCK
3
S4
SECTION
Scale: 3/16"=1'-0"
3
S3
4
S7
11
'-5
"
5
S7
2%
1'-0
"
2'-0"
1'-0
"
2'-0"
15
'-5
"
2'-0"
3"
12" FILLED
CONC.
BLOCK
3"
2'-0
"
2'-0"
10
"
COMPACTED GRAVEL
T16 @ 16" C/C
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
4'-5
"
8'-0
"
12" FILLED
CONC. BLOCK
3"
3"
5'-8
"
EXISTING ENCLOSURE
EXISTING
SLAB AND
WALLS
7 Jan 2020
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
SECTIONS AND DETAILS
CKL
KJH
14524
AUGUST 21, 2019
S7
ISSUED FOR
CONSTRUCTION
L1
DRIP
EDGE
T16 @ 16" C/C
COMPACTED
GRAVEL4
S4
SECTION
Scale: 3/16"=1'-0"
4
S3
1
S6
DETAIL
Scale: 3/8"=1'-0"
10
"
3"
T12 @ 6" C/C
T12 @10" C/C
T16 @ 6" C/C
2
S6
FOOTING DETAIL
Scale: 3/8"=1'-0"
1'-0
"
2'-0"
12" FILLED
CONC. BLOCK
T10 @12" C/C
3-T16
3
S6
DETAIL
Scale: 1/2"=1'-0"
10
"
T12 @ 6" C/C
T16 @ 6" C/C
T12 @10" C/C
4
S6
DETAIL
Scale: 3/8"=1'-0"
DRIP EDGE
10
"
3"
MARCORE TYPE
'HF' 20 GA FORM DECK
T16 @ 16" C/C
T12 @6" C/C
T16 @6" C/C
T12 @10" C/C
5
S6
DETAIL
Scale: 1/2"=1'-0"
12" FILLED
CONC. BLOCK
EXISTING SLAB
8"
T16 @16" C/C
GROUT REBAR
INTO SLAB W/ HILTI
HY200 EPOXY
40'-11"
10
"
2'-0"
MARCORE TYPE
'HF' 20 GA FORM DECK
10" FILLED CONC. BLOCK
EXISTING STEPS
1'-0
"
1'-6"
15
'-6
"
12" FILLED CONC. BLOCK
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
6'-8
"
3
S7
2'-0"
7'-0
"
1'-8"
6'-0
"
8'-0
"
2'-0"
NTS
FENCE DETAIL
TERMINAL
POST
FENCE FABRIC
GALVANIZED STEEL 2"
MESH 7'-0" HIGH
10'-0"
MAX.
TOP RAIL
TERMINAL
POST
BRACE
BOTTOM
TENSION
WIRE
GROUND
SURFACE
AUGERED OR
DRILLED HOLE
CONCRETE
FILLED (TYP.)
AUGERED OR
DRILLED HOLE
CONCRETE
FILLED (TYP.)
POST
(INTERMEDIATE)
3"
11
'-7
"
7 Jan 2020
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
NOTES
CKL
KJH
14524
AUGUST 21, 2019
S8
ISSUED FOR
CONSTRUCTION
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
GENERAL NOTES1. THESE NOTES APPLY TO ALL DRAWINGS AND ARE TO BE
READ IN CONJUNCTION WITH THE SPECIFICATIONS ANDCONTRACT DOCUMENTS.
2. WHERE A DISCREPANCY EXISTS BETWEEN THE DRAWINGSAND SPECIFICATIONS IT SHALL BE BOUGHT TO THEENGINEER'S ATTENTION.
3. DO NOT SCALE THE DRAWINGS. IF CRITICAL DIMENSIONSARE OMITTED THE ENGINEER WILL PROVIDE UPONREQUEST.
4. ALL DETAILS AND ARRANGEMENTS OF EXISTINGCONDITIONS, DIMENSIONS AND DETAILS ARE TO BE FIELDVERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.CONFLICTS AND DISCREPANCIES ARE TO BE BOUGHT TOTHE ENGINEER'S ATTENTION.
5. CONTRACTOR TO MAKE GOOD ANY DAMAGES CAUSED TOTHE SITE RESULTING FROM THE WORKS, REPAIRING TOMATCH EXISTING OR AS APPROVED BY THE OWNER.
6. CONTRACTOR SHALL SUBMIT A WORK PLAN ON REQUEST.7. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY
MATERIALS, EQUIPMENT AND LABOR TO COMPLETE THEWORK, UNLESS OTHERWISE INDICATED.
8. THE DRAWINGS AND SPECIFICATIONS HAVE BEENDEVELOPED IN ACCORDANCE WITH APPLICABLE BUILDINGCODES, LATEST APPROVED EDITION.
9. THE OWNER'S REPRESENTATIVE SHALL BE GIVEN AMINIMUM OF 24 HOURS NOTICE PRIOR TO ANYINSPECTIONS OF THE WORK. NO WORK SHALL BE COVEREDUP UNTIL SUCH TIME AS THE OWNER'S REPRESENTATIVEHAS APPROVED THE WORK.
10. THE CONTRACTOR SHALL ARRANGE AND COORDINATE IN ATIMELY MANNER ALL NECESSARY INSPECTIONS BYREGULATORY AGENCIES.
11. THE CONTRACTOR SHALL PROVIDE COMPETENTSUPERVISORY STAFF AT ALL TIMES DURING THE WORK.TRADESMEN ARE TO BE SKILLED AND QUALIFIED FOR THETASKS ASSIGNED.
12. CONTRACTOR SHALL PROVIDE ALL SAFETY EQUIPMENTAND GEAR TO CONFORM TO THE NATIONAL HEALTH &SAFETY REGULATIONS APPLICABLE TO BERMUDA.
13. THE CONTRACTOR SHALL COORDINATE ALL SUB TRADESAND SUPPLIES AND DELIVERIES TO THE SITE AND SHALL BERESPONSIBLE FOR THEIR SAFE KEEPING ONCE ON SITE.
14. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS ANDFAMILIARIZE HIMSELF WITH THE SCOPE OF WORK.
15. CONFINE ALL BUILDING OPERATIONS TO THE IMMEDIATEJOB SITE KEEPING SIDEWALKS CLEAR AND UNOBSTRUCTEDAT ALL TIMES. JOB SITE SHALL BE KEPT FREE OFACCUMULATED DEBRIS AND TRASH. ALL CONSTRUCTIONDEBRIS SHALL BE DISPOSED OF PROMPTLY IN APPROVEDDUMP SITES.
16. AT THE COMPLETION OF THE WORK ALL EQUIPMENT,WASTE MATERIAL AND DEBRIS SHALL BE COMPLETELYREMOVED FROM THE SITE AND THE AREA MADE GOOD.
17. WITHOUT COST TO THE OWNER THE CONTRACTOR SHALLPROMPTLY CORRECT ANY DEFICIENCIES OR DEFECTS INWORKMANSHIP AND CONTINUE TO DO SO THROUGHOUTTHE CONTRACTED MAINTENANCE PERIOD.
18. WITHIN REASON THE OWNER SHALL SUPPLY ALL WATERAND ELECTRICITY TO THE CONTRACTOR DURING THEWORK ON SITE.
19. UNLESS OTHERWISE INSTRUCTED ALL MATERIALSEXCAVATED OR REMOVED FROM THE BUILDING AND NOTUTILIZED ELSEWHERE ON THE SITE SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN APPROVED DUMPSITES.
20. IF APPLICABLE, OWNER SUPPLIED ITEMS ARE NOTED IN THECONTRACT DOCUMENTS. THE CONTRACTOR ACCEPTSRESPONSIBILITY FOR THE SAFE KEEPING OF ALL OWNERSSUPPLIED MATERIALS AS DELIVERED TO THE SITE.CONTRACTOR SHALL IMMEDIATELY INSPECT ANDINVENTORY ALL OWNER SUPPLIED ITEMS AND BRING ANYDISCREPANCIES OF DAMAGE TO THE OWNER'S ATTENTIONIMMEDIATELY.
A. SITE PREPARATION1. THE CONTRACTOR SHALL PROVIDE THE PROTECTION
NECESSARY TO PREVENT DAMAGE TO EXISTINGPROPERTIES, AND SHALL PROTECT EXISTING TREES ANDVEGETATION WHICH ARE TO REMAIN.
2. THE CONTRACTOR SHALL NOT PERFORM ANY CLEARINGOPERATIONS UNTIL RECEIPT OF SPECIFIC INSTRUCTION INWRITING TO PROCEED, FROM THE ENGINEER. TREES ORSHRUBS OUTSIDE THE EXCAVATIONS OR ELSEWHEREWHICH ARE TO REMAIN SHALL BE PROTECTED FROMINJURY DURING CONSTRUCTION OPERATIONS.
3. THE AREAS AFFECTED BY THE WORKS SHALL BE CLEAREDOF ALL EXISTING STRUCTURES, FENCES, WALLS, DEBRIS, OROTHER GARBAGE AS DIRECTED BY THE ENGINEER
4. THE CONTRACTOR SHALL REMOVE TREE, SHRUBS, GRASSAND OTHER VEGETATION, OR OBSTRUCTIONS INTERFERINGWITH THE INSTALLATION OF NEW CONSTRUCTION, TO BEDEPOSITED ON SITE OR AS SPECIFICALLY INDICATED.REMOVAL INCLUDES DIGGING OUT STUMPS AND ROOTSCOMPLETELY AND BACKFILLING WITH APPROVEDMATERIAL AND COMPACTING TO THE SAME DENSITY ASTHAT OF THE SURROUNDING SOIL.
5. IN ALL CASES, TOPSOIL SHALL BE DEPOSITED ON SITE FORRE-USE ON SITE WHERE DIRECTED; SURPLUS TOPSOILSHALL REMAIN THE PROPERTY OF THE OWNER AND BESTOCKPILED SO AS TO DRAIN SURFACE WATER FREELY ANDSHALL BE COVERED TO PREVENT WIND-BLOWN DUST.
6. THE CONTRACTOR SHALL REMOVE HEAVY GROWTHS OFGRASS FROM AREAS BEFORE STRIPPING.
7. ALL MATERIALS ARISING FROM SITE CLEARANCE(EXCLUDING TOPSOIL) WHICH IS SURPLUS TO ORUNSUITABLE FOR USE IN THE WORKS SHALL BE DISPOSEDOF BY THE CONTRACTOR TO APPROVED TIPPING AREAS ORAS DIRECTED BY THE ENGINEER.
8. THE CONTRACTOR SHALL EXERCISE DUE CARE ANDATTENTION DURING EXCAVATION IN PROXIMITY TOMARKED UTILITIES. SHOULD MARKED UTILITIES BEDAMAGED DURING EXCAVATION THE CONTRACTOR SHALLMAKE GOOD REPIARS TO THE SATISFACTION OF THEOWNER AND UTILITY COMPANY AT THE CONTRACTORSEXPENSE.
9. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF48-HOURS NOTICE TO THE ENGINEER AND MUST RECEIVEWRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANYUTILITY. WRITTEN NOTICE CAN BE IN THE FORM OF ANELECTRONIC MAIL.
B. FOUNDATIONS1. ALL FOOTING AND FOUNDATIONS TO BEAR ON
UNDISTURBED SOUND ROCK. BEARING MATERIAL IS TOREMAIN UNDISTURBED. WHERE THE PRESENCE OF ROCK ISEXPECTED BUT NOT DETECTED. THE STRUCTURALENGINEER SHALL BE RETAINED TO PROVIDE ALTERNATIVE
DETAILS.2. ALL SHORING, SHEETING, AND DEWATERING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT
ALL EXISTING STRUCTURES, CURBS, STREETS ETC... FROMDAMAGE BY CONSTRUCTION EQUIPMENT.
4. THE CONTRACTOR SHALL NOT DISPOSE OF ANY LIQUIDS,SLURRY, SPOILS OR CHEMICALS ON SITE EXCEPT ASDIRECTED BY THE OWNERS REPRESENTATIVE ANDAPPROVED BY THE DEPARTMENT OF ENVIRONMENT OROTHER AGENCIES HAVING JURIDICTION.
C. CONCRETE1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 (LATEST
EDITION). SPECIFICATION FOR STRUCTURAL CONCRETE FORBUILDINGS OR APPROVED EQUIVALENT STANDARD.
2. CEMENT: ASTM C150: TYPE 1 - CAN3-A23.1, TYPE 103. AGGREGATES: ASTM C33 NORMAL WEIGHT.4. STRUCTURAL CONCRETE SHALL ACHIEVE A MINIMUM
CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS ASFOLLOWS UNLESS NOTED OTHERWISE.
5. CONCRETE COVER TO REBARS SHALL BE AS FOLLOW,UNLESS NOTED OTHERWISE:
6. UNLESS NOTED OTHERWISE NO ADDITIVES TO BE USEDWITHOUT THE PRIOR APPROVAL OF THE ENGINEER. NOWATER SHALL BE ADDED TO THE MIX ON SITE WITHOUTTHE PRIOR APPROVAL OF THE ENGINEER.
7. EXPERIENCED PERSONNEL SHALL MECHANICALLY VIBRATEALL STRUCTURAL CONCRETE IN THE APPROVED MANNER.THE CONTRACTOR SHALL HAVE AT LEAST TWO FULLYOPERATIONAL POKER VIBRATORS ON SITE DURINGCONCRETE PLACEMENT.
8. ALL FORMWORK, SHORING AND RESHORING SHALL BEDESIGNED BY THE CONTRACTOR'S REGISTERED ENGINEER.
9. FOUNDATION WALLS, SLABS, BEAMS AND GIRDERS SHALLNOT HAVE JOINTS IN A HORIZONTAL PLANE UNLESSSHOWN OTHERWISE.
A. SLABS ON GRADE, BASEMENTSLAB, FORMED SLAB, BASEMENT WALLS, PIERS,COLUMNS, FORMED BEAMS
3000 PSI
B. SLAB ON METAL DECK 3000 PSIC. FOOTINGS 3000 PSID. MISCELLANEOUS FILL / BLOCK FILL 2000 PSI
A. CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO EARTH.FOUNDATIONS, RETAINING WALLS
3"
B. CONCRETE EXPOSED TOWEATHER
2"
C. CONCRETE NOT EXPOSED TOWEATHER OR IN CONTACT WITHGROUND. SLABS, WALLS, BEAMS,COLUMNS
1 1/2"
7 Jan 2020
CLIENT
A N D A S S O C I A T E S L T D
13 Par-La-Ville Road, Hamilton HM 11
Phone: (441) 292-1327
Email: info@mason.bm
www.mason.bm
M SON
IMPORTANT NOTES
This seal indicates that Mason and Associates
Ltd.(MAL) has had direct or indirect input into
specific design elements of the works. As such
our company must be afforded the opportunity to
inspect the work as it progresses to ensure
conformity to the related design details,
specifications and notes. If we are not accorded
the privilege of inspecting the work on site before
it is covered up or otherwise hidden or if variations
to the original details are made without written
approval by the engineer of record, Mason and
Associates Ltd. will assume no responsibility for
the works. Client is still required to contact
Building Control for inspections.
REVISIONS
No. DATE BY REVISION
PROJECT DETAILS
DRAWN BY:
CHECKED BY:
TITLE
JOB No:
DATE:
REVISION: SHEET No:
MAL ENGINEER COMMENTS INSPECTIONDATE
FORT GEORGE
COMMUNICATIONS ENCLOSURE
19 FORT GEORGE HILL
TOWN OF ST. GEORGE
NOTES AND SCHEDULES
CKL
KJH
14524
AUGUST 21, 2019
S9
ISSUED FOR
CONSTRUCTION
LINTEL SCHEDULE
TYPE DIAGRAM SIZE REINFORCING STEEL
L1 12" W x 10" D
2-T16 BOT
2-T10 TOP
T6 @ 5" C/C
L2 12" W x 14" D
3-T20 BOT
2-T12 TOP
T8 @ 6" C/C
CONCRETE FINISH SCHEDULELOCATION SURFACE QUALITY
ALL FACES BELOWGROUND
ROUGHFORMED
As cast concrete texture imparted by form-facing material withtie holes and defects repaired and patched. Remove fins andother projections.
ALL EXPOSED FACESABOVE GROUND
SMOOTHFORMED
As-cast concrete texture imparted by form-facing material,arranged in an orderly and symmettrical manner with aminimum of seams. Repair and patch tie holes and defects.Remove fins and other projections.
MISCELLANEOUSUNFORMEDSURFACES
ALL FORMED
At tops of walls, horizontal offsets and similar unformedsurfaces adjacent to formed surfaces, strike off smooth andfinish with a texture matching adjacent formed surface.Continue final surface treatment of formed surfaces uniformlyacross adjacent unformed surfaces, unless otherwise indicated.
GOVERNMENT OF BERMUDA
MINISTRY OF PUBLIC WORKS
GENERAL POST OFFICE BUILDING
3RD FLOOR, 56 CHURCH STREET
HAMILTON HM12
BERMUDA
D. STEEL DECKING
1. INSTALLATION OF THE STEEL DECK SHALL BE IN ACCORDANCE WITHTHE MANUFACTURER'S SPECIFICATION.
2. STEEL DECKING SHALL COMPLY WITH ASTM-A-446, GRADE C, OREQUAL, HAVING A MINIMUM YIELD STRENGTH OF 40,000 PSI.DECKING SHALL BE GALVANIZED TO ASTM-A-525, CLASS G60 TO G90.
3. THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION LOADS ONTHE STEEL DECKING DO NOT EXCEED THE YIELD STRENGTH OF THEDECK BOTH BEFORE AND AFTER CONCRETE PLACEMENT.
E. REINFORCING STEEL1. ALL STEEL REBARS SHALL BE GALVANIZED WITH A MINIMUM YIELD
STRESS OF 60,000 PSI UNLESS NOTED OTHERWISE.2. UNLESS NOTED OTHERWISE MINIMUM ALLOWABLE LAP LENGTHS
TO REBARS SHALL BE:
3. LOCATION OF AL LAPS SHALL BE SHOWN ON REINFORCEMENT STEELSHOP DRAWINGS AND SHALL BE APPROVED BY THE STRUCTURALENGINEER.
4. REBAR SHALL CONFORM TO ASTM-767 GRADE 60 GALV. WELDEDWIRE FABRIC (MESH) SHALL CONFORM TO ASTM-A-185.
5. REBAR AT ENDS OF CONCRETE LINTELS, STAIRS PAD FOOTING,BEAMS AND SLABS ARE TO HAVE STANDARD BENDS. ANY REBAR,WHICH IS CUT, AND BENT ON SITE SHALL HAVE TWO APPLICATIONSOF A RICH PAINT APPLIED TO THE ENDS AND DAMAGEDAREAS TO THE APPROVAL OF THE ENGINEER.
6. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESSSPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURALENGINEER.
F. MASONRY1. THE AVERAGE COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL
BE 2000 PSI BASED ON THE NET AREA OF THE BLOCK CELL. MASONRYUNITS SHALL CONFORM TO ASTM C90. ALL BLOCKWORK SHALL BELAYED IN RUNNING BOND U.N.O.
2. MORTAR SHALL BE 'TYPE S' IN ACCORDANCE WITH ASTM C270.3. GROUT FOR MASONRY UNITS SHALL BE 2000 PSI CONCRETE WITH
4. ALL CELLS TO BE FILLED ARE TO BE KEPT CLEAR OF OBSTRUCTIONS.ALL CELLS CONTAINING VERTICAL REINFORCING SHALL BE FILLED.CELLS BELOW BEARING BEAMS SHALL BE SOLID FILLED. CELLS ARETO BE SOLID FILLED TO FULL HEIGHT U.N.O.
5. FILLED BLOCK WALLS SHALL BE CONSTRUCTED IN A MAXIMUM OFFIVE COURSE LIFTS. CONCRETE FILL TO STOP AT HALF-HEIGHT OFFIFTH COURSE. PRIOR TO INFILLING, CORES SHALL BE CLEANED OUTOF ALL DEBRIS AND MORTAR FINS. ENSURE ADEQUATE LAP LENGTHOF VERTICAL REINFORCING IS OBTAINED PRIOR TO FILLING BLOCKS.
6. MINIMUM BEARING OF REINFORCED CONCRETE LINTELS AND
7. ALL LAP SPLICES IN BLOCKWORK REINFORCING SHALL BE AS NOTEDIN REINFORCING STEEL.
8. BLOCKWALLS BUTTING UP TO CONCRETE PIERS OR COLUMNENCASEMENTS SHALL BE TOOTHED EVERY 2ND COURSE WITH 8' KEYINTO BLOCKWORK WALL
G. LOADING1. WIND LOAD - ASCE 7, RISK CATEGORY IV EXPOSURE CATEGORY D2.3.
T6 12"T8 15"
T10 18"T12 24"T16 32"T20 40"T25 60"
WIRE MESH 12"
1/8
"
GA
P
6"
MIN.
6"
MIN.
HILTI HIT-RE 500-SD W/ HAS
(3 1/2" MIN. EMBED.) FLAT
WASHER: 5/8"
NUT NYLOCK: 5/8" STD ZC
LOUVER REF
NTS
LOUVER DETAILS
WATERSTOP REF
HEX BOLT 1/4-20 x 1 1/2" LG ZC
WASHER FLAT: 1/4" ZC
NUT NYLOCK: 1/4 - 20 ZC
CONCRETE
2" x 3" x 1/4" THK x 8" LONG
A36 HDG ATTACHMENT ANGLE
FACTORY INSTALLED
1/8"
GAP
1/8
"
GA
P
S.S.D.
(MAX. 48")
S.S.D.
(MAX. 48")
WATERSTOP REF
2" x 3" x 1/4" THK
x 8" LONG
A36 HDG ATTACHMENT
ANGLE FACTORY
INSTALLED
CONCRETE
1/8
"
GA
P
THREADED ROD 6" LG,
(3 1/2" MIN. EMBED.)
FLAT WASHER: 5/8"
NUT NYLOCK: 5/8" STD ZC
HEX BOLT 1/4-20 x
1 1/2" LG ZC
WASHER FLAT: 1/4" ZC
NUT NYLOCK: 1/4 - 20 ZC
LOUVER REF
1/8
"
GA
P
7 Jan 2020
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