BARN_Exterior_Deck_Drawing_Set_Issued_for_Bid_11.21.2023_(1).pdf

PDF 496 KB Posted Dec 6, 2023

Attached to: The Barn Exterior Deck and Ramp Installation
Solicitation number: 2023-RFQ-095
Issued by: Cook County, Illinois

About this file

Written by GovTribe AI · May 12, 2025

These architectural drawings are for the Exterior Deck and Ramp Installation project for The Barn Senior Center located at 231 S. Civic Drive in Schaumburg, Illinois. The document set, issued for bid on 11.21.2023, includes five detailed sheets covering site plans, existing deck configurations, and proposed deck/ramp designs. The project involves constructing a new exterior deck and ADA-compliant ramp system with specific technical specifications, including a 1:12 slope ratio ramp, treated wood planks, metal railings, and concrete footings. The proposed deck will feature multiple levels, wood posts, and will be painted white to match the existing barn's exterior.

The design includes precise architectural details such as 6"x6" wood posts with brackets and plates on concrete footings, 2"x12" stringers, 2"x2" balusters, and comprehensive accessibility features. The footing depth is specified as 42" measured from existing grade, with posts requiring a minimum of 6" above adjacent grade. The deck and ramp system is designed with careful attention to accessibility standards, including handrail extensions, guard requirements, and slope limitations. The project appears to be funded through the Village of Schaumburg's capital improvement or facility maintenance budget, with the bid opportunity (2023-RFQ-095) set to close on December 29, 2023, at 10:00 am through the village's e-Procurement Portal.

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Other files

File	Type	Posted
The_Barn_Exterior_Deck_and_Ramp_Installation_(Addendum_#1_Revision).pdf	PDF	Dec 12, 2023
Schaumburg_Senior_Landscape_Plan_(1).pdf	PDF	Dec 6, 2023
A_-_Special_Provisions.pdf	PDF	Dec 6, 2023
Davis-Bacon_Act_Wage_Decision_IL20230020_-_Landscaping.pdf	PDF	Dec 5, 2023
Davis-Bacon_Act_Wage_Decisions_IL20230020.pdf	PDF	Dec 5, 2023
HUD_Form_4010_-Federal_Labor_Standards_Provisions.pdf	PDF	Dec 5, 2023
Schaumburg_Senior_Landscape_Plan.pdf	PDF	Dec 5, 2023

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RAMP RAMP

RAMPRAMP

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SHEET LIST:

2 - ARCHITECTURAL

C1 SITE PLAN

A1 EXISTING DECK

A2 PROPOSED DECK

1 - GENERAL

T1 COVER SHEET

THE BARN - SENIOR CENTER

EXTERIOR DECK

231 S CIVIC DRIVE

SCHAUMBURG, IL 60193

A3 PROPOSED DECK ELEVATIONS

ISSUED FOR BID

11.21.2023

RAMP RAMP

RAMPRAMP

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PROPOSED SITE PLAN

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EXISTING SITE PLAN

SCALE: NTSN

10'-1"

1'-10" 6' 2'-3"

2'-31 2"1'-91

2" 6'

THE BARN BUILDING

6' -2

12"x2" TREAD

4"x4" RAILING POST

METAL RAILING

6"x6" POST

COVERED PORCH

6"x2" CAP RAIL

4"x4" RAILING POST

12'-61 2"

EXISTING SIDEWALK

4' -0

6'-23 4"

1' 3'

4' -5

1 2"

7' -5

1 2"

12"x2" TREAD

4"x4" WOOD

POST SET IN

CONCRETE

FOOTING

METAL RAILING

6"x6" POST

COVERED PORCH

6"x2" CAP RAIL

6"x6" WOOD

POST SET IN

CONCRETE

FOOTING

5' -2

1 4"

CONCRETE

LANDING &

SIDEWALK

2"x2" BALUSTERS

AT 4" SPACING

2"x12"

STRINGER

6"x2" TOP RAIL

2"x12"

RIM JOIST

4' -0

1' 3'

4' -5

1 2"

7' -5

1 2" 5'

-2 1 8"

7' -0

1 2" 8'

-7

1'-23 4" 10'-1" 1'-23

9" 6"x6" WOOD

POST SET IN

CONCRETE

FOOTING

12"x2" TREAD

4"x4" RAILING POST

6"x6" POST

COVERED PORCH

6"x2" CAP RAIL

6"x2" TOP RAIL

12"x2" JOIST

METAL RAILING

CONCRETE

LANDING &

SIDEWALK

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3PLAN VIEW - EXISTING

SCALE: NTSN

SIDE ELEVATION - EXISTING

SCALE: NTS

FRONT ELEVATION - EXISTING

SCALE: NTS

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THE BARN BUILDING

RAMP RAMP

RAMPRAMP

12"x2" TREATED

WOOD

RAMP AT 1:12 SLOPE RATIO,

NOT STEEPER

2"x12" TREATED

WOOD PLANK

21'-11"

25'-111 2" 6' 3'-01

5'35'-91 2" 56'-81

5' 9'

-5

9' -2

97'-4"

14'-6"

106'-119 16"

35' 62'-4"

3' -8

5 16

3' -6

-3 1 2"

2' -2

35' O.A. DECK

11'-51 4" 11'-8" 11'-51

3'-29

16" O.C. TYP.

5'26'-2"5'

'-1

26'-2"

5'20'-1"

11'-8" 11'-8" 11'-8"

2' OFFSET TO ALLOW

INDIRECT LIGHT TO

OCCUPIED LOWER SPACE

12"x2" TREATED WOOD

RAILINGS, DECK, AND

CANOPY ARE TO BE PAINTED

WHITE TO MATCH THE

EXISTING BARN'S EXTERIOR.

'-9

1 4"

3' -0

'-3

1 4"

3' -0

-6

2' -6

P3P2

3'-29

16" O.C. TYP.

P2 P2 P2P2

3'-29 16"

O.C. TYP.

P1 P1

P1 P1 P1 P1 P1 P1

P1P1P1P1

2' -6

-1

8" 6'

-1

3' -0

-0

3'-93 4"3'-93 4" 3'-93

4" 3'-93 4" 3'-105

8"3'-105 8" 3'-105

8" 3'-1011 16" 3'-93

4"3'-93 4" 3'-93

4" 3'-93 4"

' O

.A . D

5'-51 2"

2'-83

4" O.C. TYP. 2'

5' -7

1 4" 5'

-7 1 4"

'-2

1 2"

26'-2"

ADA METAL

HANDRAIL

LANDING

3'-711

16" LANDING

NEW CONCRETE

SLOPE TO MEET

EXISTING SIDEWALK

METAL HANDRAIL

EXTENSIONS

STOOP DETAIL 5

LANDING

COVERED PORCH

TYP.

16" OC TYP. TYP. TYP.

4x4 POST TO BEAM BELOW

TYP. 3 LOCATIONS

4"x4" POST RAIL

(2) 2"x10"

RIDGE BEAM TYP.

(2) 2"x12"

2"x6" RAFTERS O.C. TYP.

DETAIL 4

(3) 2"x12"

6"x6" POST

DETAIL 7 TYP.

4"x2" CAP RAIL

2"x12" PLANK TYP.

2"x12" AT RAIL POST TYP.

2"x12" TYP. UON

(2) 2"x12" NS AND FS

DETAIL 2

TYP. 4 LOC.

4"x4" RAIL POST

ATTACH TO HEADER WITH A

SIMPSON HU212-2 FACE-MOUNTED

JOIST HANGER TYP.

DETAIL 6 TYP.

6"X6" POST FROM ABOVE.

ATTACH WITH A SIMPSON BC60 POST BASE.

PROVIDE SOLID BLOCKING BETWEEN (2)

2"X12" AT POST LOCATIONS.

DETAIL 3

DETAIL 8 TYP.

MAX. 4'-0"

2"X12" TREATED

WOOD PLANK

(3) 2"X12"

(3) 2"X12" TYP. BETWEEN POSTS.

ATTACH HEADER WITH A SIMPSON

HUC 212-3 CONCELED FLANGE

JOIST HANGER, TYP.

EXISTING SIDEWALK

(2) 2"X12" AT RAIL

POSTS TYP.

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SCALE: NTSN

N O

PLAN VIEW - PROPOSED OPTION 3B: LARGE DECK

WITH PARTIAL COVERED PORCH & ADA RAMP

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PIERS LEGEND:

18" DIAMETER PIER WITH 4 - #5 VERTICAL

BARS AND #3 TIES AT 10" O.C.

24" DIAMETER PIER WITH 8 - #6 VERTICAL

BARS AND #3 TIES AT 12" O.C.

30" DIAMETER PIER WITH 10 - #6

VERTICAL BARS AND #3 TIES AT 12" O.C.

GENERAL NOTES:

· ALL LUMBER SHALL BE HEM FIR NO.2 PRESSURE TREATED UNLESS OTHERWISE NOTED.

· 2" X 12" AT 16" O.C. DECK JOISTS HEM FIR NO.1 OR BETTER TYPICAL. ATTACH BEAMS WITH A SIMPSON HU212

FACE MOUNTED JOIST HANGER.

· ALL POSTS ARE 6" X 6" WITH A SIMPSON MPB66Z POST BASE.

· TOP OF PIER SHALL BE A MINIMUM OF 6" ABOVE ADJACENT GRADE TYPICAL.

· 4" X 4" RAIL POST MAXIMUM SPACING SHALL NOT EXCEED 4'-0", SEE DETAIL 1 TYPICAL.

· PROVIDE 58" APA SPAN RATED PLYWOOD SHEATHING ON ROOF.

· ALL RAILING EDGES:

·· GUARD(RAIL) SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE

OPEN SIDE.

·· REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY.

·· FOLLOW 2018 IBC 1015.2 (WHERE REQUIRED)

·· FOLLOW 2018 IBC 1015.3 (HEGHT)

·· MINIMUM 12" HORIZONTAL HANDRAIL EXTENSION REQUIRED AT BOTH TOP AND BOTTOM OF RAMPS.

2018 IAC, 505.10.1

· ALTERNATE #1: 54"X6" AT 12" O.C. COMPOSITE DECK PLANKS AND COMPOSITE DECKING COMPONENTS.

4' -0

1' 3'

-6

3' -1

11 2"

7' -5

1 2" 6"x6" POST

COVERED PORCH

POSTS & BEAMS

1'-6"6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

5' -2

1 4"

2"x12"

RIM JOIST 3'

-6

3' -6

4'-10" 5'-91 8"

6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

16'

METAL HANDRAIL

EXTENSIONS

6"x2" CAP RAIL

EXISTING CONCRETE

LANDING & SIDEWALK

2"x2" BALUSTERS

AT 4" SPACING

6"x2" TOP RAIL

3' -6

NEW

CONCRETE

LANDING

6"x2" TOP RAIL

6"x2" CAP RAIL

RAILINGS, DECK, AND

CANOPY ARE TO BE PAINTED

WHITE TO MATCH THE

EXISTING BARN'S EXTERIOR.

1' 3'

-6

3' -1

11 2"

7' -5

1 2"12 '-7

2' 3'

-6

7' -0

1 2"

6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

14'-6"

36'-5"

21'-11"

6"x6" POST

COVERED PORCH

POSTS & BEAMS

2"x2" BALUSTERS

AT 4" SPACING

6"x2" TOP RAIL

2"x12"

RIM JOIST

4"x4" POST

6"x2" CAP RAIL

2"x2" BALUSTERS

AT 4" SPACING

EXISTING &

NEW

CONCRETE

LANDING &

SIDEWALK

4"x4" RAILING POST

4"x4" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

3' -6

HANDRAIL

EXTENSIONS 6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

4"x4" WOOD POST

ON RAMP

1'-6"

3' -6

" 3' -6

3' -6

1'-6"

3' -6

6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

4"x4" WOOD POST

ON RAMP

4"x4" WOOD POST

ON RAMP

RAMP AT 1:12

SLOPE RATIO,

NOT STEEPER

RAMP AT 1:12

SLOPE RATIO,

NOT STEEPER

2"x12" RAMP

STRINGER

2"x12" RAMP

STRINGER

3' 3'

-6

11'-8"11'-51 4" 11'-8" 11'-51

6"x6" WOOD POST

W/BRACKET & PLATE

ON CONCRETE FOOTING

8' -2

62'-2"

O.A. RAMP REQ.

(98"H:98'L)

NOT INCL. LANDINGS

1'-6"

3' -6

6"x2" CAP RAIL

RAILINGS, DECK, AND

CANOPY ARE TO BE PAINTED

WHITE TO MATCH THE

EXISTING BARN'S EXTERIOR.

'-5

1 2"

1'-6"1'-6" 1'-6"1'-6"

2' 2'

TOP OF PIER SHALL BE A

MIN. OF 6" ABOVE

ADJACENT GRADE TYP.

B A

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O .: N /A

SIDE ELEVATION - PROPOSED

SCALE: NTS

FRONT ELEVATION - PROPOSED

SCALE: NTS

N O

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D E

2" M

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GENERAL NOTES:

· ALL LUMBER SHALL BE HEM FIR NO.2 PRESSURE TREATED UNLESS OTHERWISE NOTED.

· 2" X 12" AT 16" O.C. DECK JOISTS HEM FIR NO.1 OR BETTER TYPICAL. ATTACH BEAMS WITH A SIMPSON HU212

FACE MOUNTED JOIST HANGER.

· ALL POSTS ARE 6" X 6" WITH A SIMPSON MPB66Z POST BASE.

· TOP OF PIER SHALL BE A MINIMUM OF 6" ABOVE ADJACENT GRADE TYPICAL.

· 4" X 4" RAIL POST MAXIMUM SPACING SHALL NOT EXCEED 4'-0", SEE DETAIL 1 TYPICAL.

· PROVIDE 58" APA SPAN RATED PLYWOOD SHEATHING ON ROOF.

· ALL RAILING EDGES:

OPEN SIDE.

·· REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY.

·· FOLLOW 2018 IBC 1015.2 (WHERE REQUIRED)

·· FOLLOW 2018 IBC 1015.3 (HEGHT)

·· MINIMUM 12" HORIZONTAL HANDRAIL EXTENSION REQUIRED AT BOTH TOP AND BOTTOM OF RAMPS.

2018 IAC, 505.10.1

· ALTERNATE #1: 54"X6" AT 12" O.C. COMPOSITE DECK PLANKS AND COMPOSITE DECKING COMPONENTS.

Sheets and Views

T1 TITLE PAGE

Exterior Deck Options R4 FOR BID-C1 SITE PLAN.pdf

Sheets and Views

C1 SITE PLAN

Exterior Deck Options R4 FOR BID-A1 EXST DECK.pdf

Sheets and Views

A1 EXST DECK

Exterior Deck Options R4 FOR BID-A2 OPT3B.pdf

Sheets and Views

A2 OPT3B

Exterior Deck Options R4 FOR BID-A3 OPT3B.pdf

Sheets and Views

A3 OPT3B

Exterior Deck Options R4 FOR BID-T1 TITLE PAGE.pdf

Sheets and Views

T1 TITLE PAGE

File details come from the government source that posted it. Updated May 12, 2025.