notice of public hearing minor variance - pub-hamilton

11
COMMITTEE OF ADJUSTMENT City Hall, 5 th floor, 71 Main Street West, Hamilton, ON L8P 4Y5 Telephone (905) 546-2424, ext. 4221, 3935 Fax (905) 546-4202 E-mail: [email protected] NOTICE OF PUBLIC HEARING Minor Variance You are receiving this notice because you are either: Assessed owner of a property located within 60 metres of the subject property Applicant/agent on file, or Person likely to be interested in this application APPLICATION NO.: AN/A-20:272 APPLICANTS: Owner Alpha Group Agent Alpha Group SUBJECT PROPERTY: Municipal address 414 Glancaster Rd., Ancaster ZONING BY-LAW: Zoning By-law 05-200, as Amended ZONING: M11, H37 and P5 district Airport Prestige Business (M11) zone and Conservation/Hazard Land (P5) zone PROPOSAL: To permit the construction of a 1,689.33m 2 warehouse area (Temporary Unheated Storage Area) which is composed of a 17.297m (56’9”) x 73.476m (214’0¼”) fabric enclosure building and twelve (12), 2.44m (8’0”) x 12.192m (40’0”) HQ containers, alteration of the existing single detached dwelling into an office accessory to the warehouse and to use an existing detached garage for related parking and establish a new parking area notwithstanding that: 1. Site alteration shall be permitted without the “H37” (Holding) zone being removed in order to allow construction of a 1,689.33m 2 warehouse area (Temporary Unheated Storage Area) which is composed of a 17.297m (56’9”) x 73.476m (214’0¼”) fabric enclosure building and twelve (12), 2.44m (8’0”) x 12.192m (40’0”) HQ containers, alteration of the existing single detached dwelling into an office accessory to the warehouse and to use an existing detached garage for related parking and establish a new parking area notwithstanding that that lands do not have access to servicing, the provision of adequate municipal water, municipal wastewater, and transportation infrastructure in accordance with the respective master plans for the Airport Employment Growth District to the Satisfaction of the Director of Development Engineering as required for removal of the “H37” (Holding) zone. 2. No maximum yard abutting a street shall be required for the proposed warehouse building and twelve containers instead of the maximum yard abutting a street of 27.0m. 3. Parking shall be permitted within the front yard and the southerly side yard instead of the requirement that where a lot has frontage on Garner Road or Glancaster Road or Twenty Road, no parking shall be permitted within the front yard or side yard. 4. A gravel surface shall be permitted for the parking lot instead of the requirement that parking lots shall be designed and maintained with stable surfaces such as asphalt, concrete or other hard-surfaced material. 1/3

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COMMITTEE OF ADJUSTMENT

City Hall, 5th floor, 71 Main Street West, Hamilton, ON L8P 4Y5

Telephone (905) 546-2424, ext. 4221, 3935 Fax (905) 546-4202

E-mail: [email protected]

NOTICE OF PUBLIC HEARING Minor Variance

You are receiving this notice because you are either:

Assessed owner of a property located within 60 metres of the subject property Applicant/agent on file, or Person likely to be interested in this application

APPLICATION NO.: AN/A-20:272 APPLICANTS: Owner Alpha Group Agent Alpha Group SUBJECT PROPERTY: Municipal address 414 Glancaster Rd., Ancaster ZONING BY-LAW: Zoning By-law 05-200, as Amended ZONING: M11, H37 and P5 district Airport Prestige Business (M11)

zone and Conservation/Hazard Land (P5) zone PROPOSAL: To permit the construction of a 1,689.33m2 warehouse area

(Temporary Unheated Storage Area) which is composed of a 17.297m (56’9”) x 73.476m (214’0¼”) fabric enclosure building and twelve (12), 2.44m (8’0”) x 12.192m (40’0”) HQ containers, alteration of the existing single detached dwelling into an office accessory to the warehouse and to use an existing detached garage for related parking and establish a new parking area notwithstanding that:

1. Site alteration shall be permitted without the “H37” (Holding) zone being removed

in order to allow construction of a 1,689.33m2 warehouse area (Temporary Unheated Storage Area) which is composed of a 17.297m (56’9”) x 73.476m (214’0¼”) fabric enclosure building and twelve (12), 2.44m (8’0”) x 12.192m (40’0”) HQ containers, alteration of the existing single detached dwelling into an office accessory to the warehouse and to use an existing detached garage for related parking and establish a new parking area notwithstanding that that lands do not have access to servicing, the provision of adequate municipal water, municipal wastewater, and transportation infrastructure in accordance with the respective master plans for the Airport Employment Growth District to the Satisfaction of the Director of Development Engineering as required for removal of the “H37” (Holding) zone.

2. No maximum yard abutting a street shall be required for the proposed warehouse

building and twelve containers instead of the maximum yard abutting a street of 27.0m.

3. Parking shall be permitted within the front yard and the southerly side yard instead

of the requirement that where a lot has frontage on Garner Road or Glancaster Road or Twenty Road, no parking shall be permitted within the front yard or side yard.

4. A gravel surface shall be permitted for the parking lot instead of the requirement that parking lots shall be designed and maintained with stable surfaces such as asphalt, concrete or other hard-surfaced material.

1/3

NOTE:

i) The applicant has requested a variance for a Temporary Use By-law in order to allow a temporary fabric structure and HQ containers to be built and store COVID-19 supplies for a period of two (2) years. This requested variance is incorrect as the proposed temporary fabric storage building for warehousing of COVID-19 supplies is within the portion of the lot zoned “M11, H37” and the “M11” zone permits a “warehouse” use. Variance 1 is intended to allow site alteration to the portion of the lot zoned “M11, H37” for the temporary fabric structure, the 12 HQ containers, alteration of the existing single detached dwelling into an office accessory to the warehouse and to use an existing detached garage for related parking and establish a new parking area without requiring a Zoning By-law Amendment to remove the “H37” (Holding) zone.

ii) The lands are subject to Site Plan Control. To date, a Site Plan Control Application has not been submitted by the Applicant. As such, a full zoning review has not been conducted. Further variances may be required at such time that a full zoning review is conducted on the proposal.

iii) All development in the City of Hamilton shall comply with the Hamilton Airport Zoning (Height) Regulations established by Transport Canada, which are registered at the local Land Titles Office and which may be amended from time to time.

iv) The existing single detached dwelling is intended to be renovated in order to be used for an office for the warehouse and the existing detached garage is to be used for parking related to the warehouse and accessory office use.

This application will be heard by the Committee as shown below:

DATE: Thursday, August 26th, 2021 TIME: 1:35 p.m.

PLACE: Via video link or call in (see attached sheet for details) To be streamed at www.hamilton.ca/committeeofadjustment

for viewing purposes only

PUBLIC INPUT Written: If you would like to submit written comments to the Committee of Adjustment you may do so via email or hardcopy. Please see attached page for complete instructions, including deadlines for submitting to be seen by the Committee. Orally: If you would like to speak to this item at the hearing you may do so via video link or by calling in. Please see attached page for complete instructions, including deadlines for registering to participate.

MORE INFORMATION For more information on this matter, including access to drawings illustrating this request:

Visit www.hamilton.ca/committeeofadjustment Call 905-546-CITY (2489) or 905-546-2424 extension 4221, 4130, or 3935 Email Committee of Adjustment staff at [email protected]

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AN/A-20: 272 Page 3 DATED: August 10th, 2021. ______________________________ Jamila Sheffield, Secretary-Treasurer Committee of Adjustment Information respecting this application is being collected under the authority of the Planning Act, R.S.O., 1990, c. P. 13. All comments and opinions submitted to the City of Hamilton on this matter, including the name, address, and contact information of persons submitting comments and/or opinions, will become part of the public record and will be made available to the Applicant and the general public.

LOT 51

PROPERTY LINE 653.157M N76° 34' 15"E

PROPERTY LINE 455.301 M N 76° 34' 10" E

PR

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NOTE: ALL PARKING

AREA SURFACE TO BE

COMPACTED GRAVEL

OVER 6" SAND WITH

EXTERIOR TYPE WHITE

PAINTED PARKING

LINES (TYP.)

1

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PROPOSED

PLANTING

STRIP MIN.

3.0M WIDE

SHEET TITLE:

SCALE: AS NOTED

SHEET NO:

JOB #:

TEMPORARY

STORAGE FACILITY

FOR COVID-19 PPE

SUPPLIES

SP1.01

DRAWING TITLE:

PROJECT:

PROJECT ARCHITECTS:

OWNER / CLIENT:

NOTES:

THE DRAWINGS SHALL NOT BE SCALED

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUM AND

LEVELS PRIOR TO COMMENCING THE WORK. FAILURE TO

THAT THE CONTRACTOR WILL BE LIABLE TO RECTIFY

WITHOUT EXTRA COST

ALL ERRORS AND OMISSIONS TO BE REPORTED IMMEDIATELY TO

THE ARCHITECT. VARIATIONS AND MODIFICATIONS TO WORK

SHOWN ON THIS DRAWING SHALL NOT BE CARRIED OUT

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

THIS DRAWING IS EXCLUSIVE PROPERTY OF THE ARCHITECT AND

SHALL NOT BE REPRODUCED WITHOUT THE ARCHITECT'S

PERMISSION

ALL WORKS TO BE DONE ACCORDING TO BEST COMMON

PRACTICE AND CONFORM TO PREVAILING ONTARIO

BUILDING CODE

Structural Engineers:

REVISIONS: ISSUED:

T

R

U

E

N

O

R

T

H

414 GLANCASTER ROAD, ANCASTER

(WARD 12), ONTARIO.

UZMA AISHA

80 Eastern Ave. Unit A9, Brampton, ON.

Canada L6W 0B6

Tel:(O) 905 858-2565 (C) 647-295-2565

www.thearchisystem.com

e-mail: [email protected]

CONSULTING ARCHITECTS

CERTIFICATE OF PRACTICE # 5465

PERMIT DRAWINGS

2020053

SITE PLAN

ALPHA GROUP

05-28-2020

1

-

Name of Practice:

Name of Project:

ONTARIO BUILDING CODE MATRIX - PART 3 OR 9

OBC References

Project Description:

PART 3 PART 9

NEW

ADDITION

ALTERATION

CHANGE OF USE

MAJOR OCCUPANCY(S) 3.1.2.1.(1) 9.10.2

1.12.[A]

PART 11

11.1 TO 11.4

-

F3-LOW HAZARD INDUSTRIAL

BUILDING AREA (m2) 1.4.1.2[A]EXISTING______________

GROSS AREA

NUMBER OF STOREYS

3.1.2.1.(1) 9.10.2

ABOVE GRADE____________

NUMBER OF STREETS / FIRE FIGHTER ACCESS___________________

3.1.3.1.(2) 9.10.9.11(3)BUILDING CLASSIFICATION

3.2.2.20-83

9.10.2.1

3.2.2.82 (GROUP F ) UP TO 1 STOREY

SPRINKLER SYSTEM PROPOSED

3.2.2.76

9.1.8.2

STANDPIPE REQUIRED 3.2.9.1 N/A

FIRE ALARM REQUIRED 3.2.4..1 (h) 9.10.18

WATER SERVICE / SUPPLY IS ADEQUATE 3.2.5.7 N/A

HIGH BUILDING 3.2.6 N/A

CONSTRUCTION RESTRICTIONS 3.2.2.57 9.10.6

MAZZANINE(S) AREA (m2) 3.2.1.1.(3)-(8) 9.10.4.1__________________

OCCUPANT LOAD BASED ON 3.1.17. 9.9.1.3

BARRIER-FREE DESIGN 3.8. 9.5.2.

HAZARDOUS SUBSTANCES 3.3.1.2 & 3.3.1.19 9.10.1.3.(4)

3.2.2.59 9.10.8

9.10.9

SPATIAL SPERATION - CONSTRUCTION OF EXTERIOR WALLS

PLUMBING FIXTURE REQUIREMENTS

NEW_________ TOTAL_____________ 1.4.1.2[A]

BELOW GRADE____________

1

0

ENTIRE BUILDING

SELECTED COMPARTMENTS

SELECTED FLOOR AREAS

BASEMENT

NOT REQUIRED

IN LIEU OF ROOF RATING

3.2.1.5

3.2.217

YES NO

YES NO

YES NO

YES NO

NON-COMBUSTIBLE

PEMITTED

COMBUSTIBLE

PERMITTED

BOTH

ACTUAL CONSTRUCTION

NON-COMBUSTIBLECOMBUSTIBLE BOTH

0

DESIGN OF BUILDINGm2/PERSON

1ST FLOOR __________________

OCCUPANCY (WAREHOUSE)

__________________

8

LOAD PERSONS

YES NO (EXPLAIN)_______________________

YES NO

REQUIRED

FIRE

RESISTANCE

RATING (FRR)

HOIZONTAL ASSEMBLIES LISTED DESIGN NO:

FRR (HOURS) OR DESCRIPTION (SG-2)

FLOOR ____________

0

HOURS

ROOF ____________

0

HOURS

MEZZANINE ____________

N/A

HOURS

NORTH

SOUTH

Area of

EBF (m2)

L.D.*

(m2)

L/H or

H/L

Permitted

Max % of

Openings

Proposed

% of

Openings

FRR

(Hours)

Listed Design or Description

Comb.

Const.

Comb.Const.

Nonc.

Cladding

Non-Comb.

Constr.

OBC References

PART 3 PART 9

FIXTURES

PROVIDED

FIXTURES

REQUIRED

OBC

TABLE NO:

OCCUPANT

LOAD

1ST Floor Occupancy

F3____________

OTHER (Describe)

1.4.1.2[A] 1.4.1.2[A]

EXISTING8 (EXIST'G.)

N.A NA

* FROM CENTRE LINE OF PROPERTY

N/A N/A

N/A N/A N/A N/A

NA N/A N/A

NA N/A N/A

N/A N/A

<3000 m2

<75 P

1

Male/Female Count @ _______% _______%

except noted otherwise

5050

TEMPORARY STORAGE FACILITY USING

STEEL CONTAINERS AND MODULAR

OWSJ NON-COMB. FABRIC ENCLOSURE

-

281.01 SQ.M. 1,689.33 SQ.M

N/A

N/A

N/A

EAST

WEST

N/A

N/A

N.A

N/A

N/A

N/A

N.A

N/A

N/A

N/A

N/A

N/A

N/A

NA

N/A

NA

NA

NA

N/A

NA

NA

ARCHISYSTEM INC.

CERTIFICATE OF PRACTICE # 5465

3.7.4.9 (1)8 3.7.4.9(1)

MAX.

TEMPORARY STORAGE FACILITY FOR COVID-19 PPE SUPPLIES AT 414 GLANCASTER ROAD, ANCASTER, ON.

1,970.34 SQ.M

EXISTING______________ NEW_________ TOTAL_____________

1,689.33 SQ.M

LOT AREA =187,432.20 SQ.M. [46.31 AC / 18.74 HA]

EXISTING BUILDINGS AREA =211.38 SQ.M.

EXISTING DETACHED GARAGE AREA = 69.63 SQ.M.

PROPOSED TEMP. STORAGE BUILDING AREA =1,689.33 sq.m

LOT COVERAGE =1,900.72 SQ.M. (1.014 %)

LANDSCAPED AREA =121310.39 SQ.M. (64.72%)

EXISTING CAR PARKING = 3 CAR PARKING

PROPOSED CAR PARKING = 6 CAR PARKING

TOTAL CAR PARKING =9 CAR PARKING (1 B.F)

BICYCLE PARKING = NOT REQUIRED

SITE STATISTICS:

BUILDING PERMIT

2

06.01.2020

REVISIONS

3

03.21.2021

REVISIONS

211.38 SQ.M.*1,970.34 SQ.M

5

5

4

04.05.2021

REVISIONS

4

5

5

5

* EXCL. EX. DETACHED GARAGE

5

04.22.2021

REVISIONS

5

5

5

5

5

R-5

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ROAD 6M WIDE
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LOADING DECK
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ROAD 6M WIDE
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37 M WIDE
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FUTURE GLANCASTER ROAD
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FUTURE GLANCASTER ROAD 37 M WIDE
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GLANCASTER ROAD
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FUTURE TWENTY ROAD
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37 M WIDE
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ROAD 8M WIDE
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EXISTING ONE STY VACANT DWELLING TO BE USED AS MAKE-SHIFT OFFICE [211.38 SQ.M.]
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EXISTING GARAGE
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FUTURE TWENTY ROAD
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EXISTING GARAGE
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EXISTING QUONSET HUT
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CONCESSION 4
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P.I.N 17082-0029(LT)
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TEMPORARY UNHEATED STORAGE AREA
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37 M. WIDE
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3.05
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R12.00
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30.480M N71 40'55"W
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EXIT DOOR
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FIRE HYDRANT
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FIRE ROUTE
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THIS ROUTE HAVE A THROUGH OUT OVERHEAD CLEARANCE NOT LESS THAN 5M.
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THE CHANGE OF GRADIENT IS NOT MORE THAN 1 INCH 12.5 OVER A MIN DISTANCE OF 15M
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COMPACTED GRAVEL SURFACED TO SUPPORT THE EXPECTED LOADS IMPOSED BY FIREFIGHTING EQUIPMENTS
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FIRE ROUTE
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ROAD 8M WIDE
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ROAD 8M WIDE
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8.00
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FIRE ROUTE
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FIRE ROUTE
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1
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A1.1
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LANDSCAPED AREA 6.0M WIDE
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9 PARKING SPACES FOR STAFF (1BF)
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LANDS OF THE HYDRO ELECTRIC POWER COMMISSION OF ONTARIO
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LANDSCAPED AREA 6.0M WIDE
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2
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SP1.01
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EXISTING ONE STY DETACHED GARAGE [69.63 SQ.M.]
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PROPOSED PLANTING STRIP MIN. 3.0 WIDE
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0
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50'
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100'
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150'
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10.0m
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50.0m
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0
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30.0m
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FIRE ROUTE
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ROAD 8M WIDE
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1
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SP1.01
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%%USITE PLAN
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SCALE= 1:1200
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ARCHISYSTEM INC.
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-
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A1.0
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%%UKEY PLAN
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N.T.S
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2
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SP1.01
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%%UDETAIL OF PARKING AREA
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SCALE= 1:200

13.7m

10

.3

m1

0.3

m

10

.3

m1

0.3

m

15

.0

m1

5.0

m

10

.3

m

12

.3

6m

10

.3

m

11

.2

7m

10

.3

m

15

.0

m

10

.3

m

15

.0

m

12

.3

6m

10

.3

m

10

.3

m

12

.3

6m

11.27m

12

.2

m1

2.2

m

SHEET TITLE:

SCALE: AS NOTED

SHEET NO:

JOB #:

TEMPORARY

STORAGE FACILITY

FOR COVID-19 PPE

SUPPLIES

A1.01

DRAWING TITLE:

PROJECT:

REVISIONS: ISSUED:

T

R

U

E

N

O

R

T

H

414 GLANCASTER ROAD, ANCASTER

(WARD 12), ONTARIO.

A

SARWAT S AHMED

LICENCE

7987

ARCHITECTS

OF

N

O

O

I

R

A

T

O

N

I

T

A

I

C

OSS

PERMIT DRAWINGS

2020053

FLOOR PLAN & TRAVEL

DISTANCE PLAN

PROJECT ARCHITECTS:

OWNER / CLIENT:

NOTES:

THE DRAWINGS SHALL NOT BE SCALED

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUM AND

LEVELS PRIOR TO COMMENCING THE WORK. FAILURE TO

THAT THE CONTRACTOR WILL BE LIABLE TO RECTIFY

WITHOUT EXTRA COST

ALL ERRORS AND OMISSIONS TO BE REPORTED IMMEDIATELY TO

THE ARCHITECT. VARIATIONS AND MODIFICATIONS TO WORK

SHOWN ON THIS DRAWING SHALL NOT BE CARRIED OUT

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

THIS DRAWING IS EXCLUSIVE PROPERTY OF THE ARCHITECT AND

SHALL NOT BE REPRODUCED WITHOUT THE ARCHITECT'S

PERMISSION

ALL WORKS TO BE DONE ACCORDING TO BEST COMMON

PRACTICE AND CONFORM TO PREVAILING ONTARIO

BUILDING CODE

Structural Engineers:

UZMA AISHA

80 Eastern Ave. Unit A9, Brampton, ON.

Canada L6W 0B6

Tel:(O) 905 858-2565 (C) 647-295-2565

www.thearchisystem.com

e-mail: [email protected]

CONSULTING ARCHITECTS

CERTIFICATE OF PRACTICE # 5465

ALPHA GROUP

DESIGN NOTE:

SUPER STRUCTURE AS PER

MANUFACTURE'S SPECIFICATION.

EACH TYP. CONTAINER DETAILS:

LENGTH = 40'-0"

WIDTH = 8'-0"

HEIGHT = 9'-6"

WEIGHT (EMPTY) = 3740 Kg (8245 lbs)

Wind speed 120 km/h

Snow load 80 kg/m2

Soil Bearing Capacity =150 kPa SLS

=225kPa ULS

TOP OF FLOOR & RAMP SHALL BE

MADE OF

3

4

" DOWN-GRADED STONE

MIXED WITH COURSE SAND AND

COMPACTED TO 98% SPMDD

Contact: Engr. AbuKamal Ud Din

5925 TOMKEN RD. UNIT NO. 5 MISSISSAUGA,ONTARIO, L4W 4L8TEL: 905-461-9906,FAX:905-564-7001EMAIL: [email protected]

1 ARCH/ST. REVISIONS05.31.2020

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1'-7 "12"
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4'-1 "12"
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4'-1 "12"
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ROAD 6M WIDE
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40' HQ CONTAINER-6
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40' HQ CONTAINER-2
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40' HQ CONTAINER-1
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40' HQ CONTAINER-4
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40' HQ CONTAINER-3
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40' HQ CONTAINER-6
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ROAD 6M WIDE
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LOADING BAY RAMP
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ROAD 8M WIDE
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19'-10 "78"
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6'-11 "78"
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6'-11 "78"
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4'-7 "78"
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4'-7 "78"
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4'-7 "78"
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13'-1"
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13'-1"
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13'-1"
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13'-1"
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13'-1"
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13'-1"
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13'-1"
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5'-2 "18"
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5'-2 "18"
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5'-2 "18"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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8'-0 "34"
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8'-0 "34"
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8'-0 "34"
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8'-0 "34"
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8'-0 "34"
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8'-0 "34"
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8'-0 "34"
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8'-0 "34"
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4'-10 "78"
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4'-10 "78"
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4'-10 "78"
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11'-3 "34"
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11'-3 "34"
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11'-3 "34"
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11'-3 "34"
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11'-3 "34"
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11'-3 "34"
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11'-3 "34"
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11'-3 "34"
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7'-7 "12"
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7'-7 "12"
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7'-7 "12"
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7'-10 "12"
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7'-10 "12"
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7'-10 "12"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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9'-10 "18"
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9'-10 "18"
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9'-10 "18"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
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7'-10 "14"
AutoCAD SHX Text
7'-10 "12"
AutoCAD SHX Text
7'-10 "12"
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7'-10 "12"
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7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
7'-9 "34"
AutoCAD SHX Text
56'-9"
AutoCAD SHX Text
56'-9"
AutoCAD SHX Text
56'-9"
AutoCAD SHX Text
FRAME WITH @ 150 X 19 ( STEEL CH.) BOTH VERTICAL & HORIZONTAL BY WELDING AS PER CSA STANDARD W59 (TYP).
AutoCAD SHX Text
NOTE: MAXIMUM 2 STACKS OF BOXES PER ROW ON WOODEN PALETS
AutoCAD SHX Text
ROAD 6M WIDE
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3'-4"
AutoCAD SHX Text
3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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3'-4"
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EXIT DOOR 38" WIDE
AutoCAD SHX Text
26'-2 "34"
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26'-2 "34"
AutoCAD SHX Text
26'-2 "34"
AutoCAD SHX Text
26'-2 "34"
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26'-2 "34"
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26'-2 "34"
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26'-2 "34"
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26'-2 "34"
AutoCAD SHX Text
NOTE: LOCATION FOR PORTABLE TOILET/ HADICAP TOILET FOR DETAIL SEE DRG. A3.01.
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19'-10 "12"
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19'-10 "12"
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19'-10 "12"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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13'-11"
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13'-11"
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13'-11"
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13'-11"
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13'-11"
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13'-11"
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13'-11"
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13'-11"
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16'-0 "78"
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16'-0 "78"
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16'-0 "78"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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19'-10 "12"
AutoCAD SHX Text
19'-10 "12"
AutoCAD SHX Text
19'-10 "12"
AutoCAD SHX Text
40' HQ CONTAINER-2
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40' HQ CONTAINER-1
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40' HQ CONTAINER-4
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40' HQ CONTAINER-3
AutoCAD SHX Text
40' HQ CONTAINER-5
AutoCAD SHX Text
72'-9"
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72'-9"
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72'-9"
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1'-7 "12"
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1'-7 "12"
AutoCAD SHX Text
1'-7 "12"
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ROAD 6M WIDE
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40' HQ CONTAINER-6
AutoCAD SHX Text
40' HQ CONTAINER-2
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40' HQ CONTAINER-1
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40' HQ CONTAINER-4
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40' HQ CONTAINER-3
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40' HQ CONTAINER-5
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40' HQ CONTAINER-6
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ROAD 6M WIDE
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LOADING BAY RAMP
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FRAME WITH @ 150 X 19 ( STEEL CH.) BOTH VERTICAL & HORIZONTAL BY WELDING AS PER CSA STANDARD W59 (TYP).
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ROAD 6M WIDE
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EXIT DOOR 38" WIDE
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40' HQ CONTAINER-2
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40' HQ CONTAINER-1
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40' HQ CONTAINER-4
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40' HQ CONTAINER-3
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40' HQ CONTAINER-5
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A1.01
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1
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%%UFLOOR PLAN
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SCALE- 1/16"=1'-0"
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ARCHISYSTEM INC.
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A1.01
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2
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%%UEGRESS ROUTES PLAN
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SCALE- 1/16"=1'-0"

SHEET TITLE:

SCALE: AS NOTED

SHEET NO:

JOB #:

TEMPORARY

STORAGE FACILITY

FOR COVID-19 PPE

SUPPLIES

A2.01

DRAWING TITLE:

PROJECT:

414 GLANCASTER ROAD, ANCASTER

(WARD 12), ONTARIO.

PERMIT DRAWINGS

2020053

ELEVATIONS

REVISIONS: ISSUED:

A

SARWAT S AHMED

LICENCE

7987

ARCHITECTS

OF

N

O

O

I

R

A

T

O

N

I

T

A

I

C

OSS

PROJECT ARCHITECTS:

OWNER / CLIENT:

NOTES:

THE DRAWINGS SHALL NOT BE SCALED

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUM AND

LEVELS PRIOR TO COMMENCING THE WORK. FAILURE TO

THAT THE CONTRACTOR WILL BE LIABLE TO RECTIFY

WITHOUT EXTRA COST

ALL ERRORS AND OMISSIONS TO BE REPORTED IMMEDIATELY TO

THE ARCHITECT. VARIATIONS AND MODIFICATIONS TO WORK

SHOWN ON THIS DRAWING SHALL NOT BE CARRIED OUT

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

THIS DRAWING IS EXCLUSIVE PROPERTY OF THE ARCHITECT AND

SHALL NOT BE REPRODUCED WITHOUT THE ARCHITECT'S

PERMISSION

ALL WORKS TO BE DONE ACCORDING TO BEST COMMON

PRACTICE AND CONFORM TO PREVAILING ONTARIO

BUILDING CODE

Structural Engineers:

UZMA AISHA

80 Eastern Ave. Unit A9, Brampton, ON.

Canada L6W 0B6

Tel:(O) 905 858-2565 (C) 647-295-2565

www.thearchisystem.com

e-mail: [email protected]

CONSULTING ARCHITECTS

CERTIFICATE OF PRACTICE # 5465

ALPHA GROUP

NOTE:

SUPER STRUCTURE AS PER

MANUFACTURE'S SPECIFICATION.

EACH TYP. CONTAINER DETAILS:

LENGTH = 40'-0"

WIDTH = 8'-0"

HEIGHT = 9'-6"

WEIGHT (EMPTY) = 3740 Kg (8245 lbs)

Wind speed 120 km/h

Snow load 80 kg/m2

NOTE:

TOP OF FLOOR & RAMP SHALL BE

MADE OF

3

4

" DOWN-GRADED STONE

MIXED WITH COURSE SAND AND

COMPACTED TO 98% SPMDD

Contact: Engr. AbuKamal Ud Din

5925 TOMKEN RD. UNIT NO. 5 MISSISSAUGA,ONTARIO, L4W 4L8TEL: 905-461-9906,FAX:905-564-7001EMAIL: [email protected]

1 ARCH/ST. REVISIONS05.31.2020

1

1

1

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9'-6"
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9'-6"
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9'-6"
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8'-0"
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8'-0"
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8'-0"
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9'-6"
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9'-6"
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9'-6"
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8'-0 "18"
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8'-0 "18"
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8'-0 "18"
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36'-6 "14"
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36'-6 "14"
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36'-6 "14"
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36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
40' HQ CONTAINER
AutoCAD SHX Text
40' HQ CONTAINER
AutoCAD SHX Text
900 GSM PVC COVERING WITH FIRE RESISTANCE IN WHITE COLOR
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36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
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36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
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36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
FRAME WITH @ 150 X 19 ( STEEL CH.) BOTH VERTICAL & HORIZONTAL BY WELDING AS PER CSA STANDARD W59 (TYP).
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
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36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
AutoCAD SHX Text
36'-6 "14"
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36'-6 "14"
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27'-0 "14"
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27'-0 "14"
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27'-0 "14"
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27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
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27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
27'-0 "14"
AutoCAD SHX Text
40' HQ CONTAINER
AutoCAD SHX Text
40' HQ CONTAINER
AutoCAD SHX Text
42 inch HIGH GUARD RAIL
AutoCAD SHX Text
FRAME WITH @ 150 X 19 ( STEEL CH.) BOTH VERTICAL & HORIZONTAL BY WELDING AS PER CSA STANDARD W59 (TYP).
AutoCAD SHX Text
900 GSM PVC COVERING WITH FIRE RESISTANCE IN WHITE COLOR
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3
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A3.01
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2
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A3.01
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40' HQ CONTAINER-2
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40' HQ CONTAINER-1
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40' HQ CONTAINER-4
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900 GSM PVC COVERING WITH FIRE RESISTANCE IN WHITE COLOR
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A2.01
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%%UEAST ELEVATION
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ARCHISYSTEM INC.

SHEET TITLE:

SCALE: AS NOTED

SHEET NO:

JOB #:

TEMPORARY

STORAGE FACILITY

FOR COVID-19 PPE

SUPPLIES

A3.01

DRAWING TITLE:

PROJECT:

414 GLANCASTER ROAD, ANCASTER

(WARD 12), ONTARIO.

PERMIT DRAWINGS

2020053

DETAILS

REVISIONS: ISSUED:

A

SARWAT S AHMED

LICENCE

7987

ARCHITECTS

OF

N

O

O

I

R

A

T

O

N

I

T

A

I

C

OSS

PROJECT ARCHITECTS:

OWNER / CLIENT:

NOTES:

THE DRAWINGS SHALL NOT BE SCALED

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUM AND

LEVELS PRIOR TO COMMENCING THE WORK. FAILURE TO

THAT THE CONTRACTOR WILL BE LIABLE TO RECTIFY

WITHOUT EXTRA COST

ALL ERRORS AND OMISSIONS TO BE REPORTED IMMEDIATELY TO

THE ARCHITECT. VARIATIONS AND MODIFICATIONS TO WORK

SHOWN ON THIS DRAWING SHALL NOT BE CARRIED OUT

WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT

THIS DRAWING IS EXCLUSIVE PROPERTY OF THE ARCHITECT AND

SHALL NOT BE REPRODUCED WITHOUT THE ARCHITECT'S

PERMISSION

ALL WORKS TO BE DONE ACCORDING TO BEST COMMON

PRACTICE AND CONFORM TO PREVAILING ONTARIO

BUILDING CODE

Structural Engineers:

UZMA AISHA

80 Eastern Ave. Unit A9, Brampton, ON.

Canada L6W 0B6

Tel:(O) 905 858-2565 (C) 647-295-2565

www.thearchisystem.com

e-mail: [email protected]

CONSULTING ARCHITECTS

CERTIFICATE OF PRACTICE # 5465

ALPHA GROUP

NOTE:

SUPER STRUCTURE AS PER

MANUFACTURE'S SPECIFICATION.

EACH TYP. CONTAINER DETAILS:

LENGTH = 40'-0"

WIDTH = 8'-0"

HEIGHT = 9'-6"

WEIGHT (EMPTY) = 3740 Kg (8245 lbs)

Wind speed 120 km/h

Snow load 80 kg/m2

NOTE:

TOP OF FLOOR & RAMP SHALL BE

MADE OF

3

4

" DOWN-GRADED STONE

MIXED WITH COURSE SAND AND

COMPACTED TO 98% SPMDD

Contact: Engr. AbuKamal Ud Din

5925 TOMKEN RD. UNIT NO. 5 MISSISSAUGA,ONTARIO, L4W 4L8TEL: 905-461-9906,FAX:905-564-7001EMAIL: [email protected]

1 ARCH/ST. REVISIONS05.31.2020

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6"X12"X " GALV. STL 38" GALV. STL PLATE SPOT-WELDED EXISTING CONTAINER
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T/O EXISTING BASE CONTAINER
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2"X2"X " GLAV. STL. 38" GLAV. STL. ANGLE WELDED TO B/O BASE CONTAINER ANCHORED TO MIN. 4'-0" BELOW FIN. GRADE MIN. 8 PER CONTAINER
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ARCHISYSTEM INC.
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