BARN_Exterior_Deck_Drawing_Set_Issued_for_Bid_11.21.2023_(1).pdf

PDF 496 KB Posted Jan 17, 2024

Attached to: The Barn Exterior Deck and Ramp Installation Rebid
Solicitation number: 2024-RFQ-001
Issued by: Cook County, Illinois

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Written by GovTribe AI · May 12, 2025

The document is a comprehensive architectural drawing set for The Barn Senior Center's Exterior Deck project located at 231 S Civic Drive in Schaumburg, Illinois, issued for bid on 11.21.2023. The drawing set includes five detailed sheets covering site plans, existing deck configurations, and proposed deck and ramp designs, with specific focus on a large deck and ADA-compliant ramp installation. The plans detail a multi-level exterior deck with precise measurements, including 12"x2" treated wood ramps at a 1:12 slope ratio, multiple wood posts, railings, and concrete landings, with all deck and ramp components to be painted white to match the existing barn's exterior.

The technical drawings specify critical construction requirements, including 42-inch footing depths, proper bracketing and plating for each pier and footing, and compliance with accessibility standards. The project includes multiple deck levels, ramp segments, and structural elements designed to provide safe, accessible outdoor space for the senior center. Structural materials are predominantly treated wood, with specifications for joist hangers, post bases, and railing components. The plans emphasize field verification of all dimensions and adherence to precise construction tolerances, with particular attention to ADA compliance for walking surfaces, stairs, and ramp configurations.

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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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0' -0

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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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P ro po se d D ec k

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R A

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G N

P H

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O .: N /A

SIDE ELEVATION - PROPOSED

SCALE: NTS

FRONT ELEVATION - PROPOSED

SCALE: NTS

N O

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S M

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T B

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V E

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D E

2" M

E A

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C K

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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.