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8143 S SANGAMON ST_PORCH PLANS_FOR REVIEW - 8143 S Sangamon St, Chicago, IL 60620.pdf

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Property8143 S Sangamon St, Chicago, IL 60620
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Updated2026-06-11
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SCOPE OF WORK REPAIR EXISTING REAR OPEN WOOD PORCH SAME SIZE & LOCATION AT 8143 S. SANGAMON STREET, CHICAGO IL 60620 G.M.K. G.M.K. 05-29-26 27-26 ERRORS & OMISSIONS : WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A PERFECT SET OF PLANS FOR THIS PROJECT, THERE ALWAYS EXISTS A SMALL POSSIBILITY FOR ERRORS. CONSEQUENTLY, IT IS VITALLY IMPORTANT THAT THE BUILDER CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION ON THESE PLANS INCLUDING DIMENSIONS AND MATERIALS QUANTITIES. RESPONSIBILITY FOR THE

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SCOPE OF WORK
REPAIR EXISTING REAR OPEN WOOD PORCH
SAME SIZE & LOCATION AT 8143 S. SANGAMON STREET, CHICAGO IL 60620

G.M.K.
G.M.K.
05-29-26
27-26

ERRORS & OMISSIONS :
WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A PERFECT SET OF
PLANS FOR THIS PROJECT, THERE ALWAYS EXISTS A SMALL POSSIBILITY FOR
ERRORS. CONSEQUENTLY, IT IS VITALLY IMPORTANT THAT THE BUILDER
CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION ON THESE
PLANS INCLUDING DIMENSIONS AND MATERIALS QUANTITIES. RESPONSIBILITY
FOR THE INTERPRETATION OF THE PLANS IN CONJUNCTION WITH THE
MATERIALS LIST, MUST LIE WITH THE BUILDER. ANY DEFICIENCIES IN
CONSTRUCTION MADE BY CONTRACTOR OR/AND SUB-CONTRACTORS ARE 100%
THE
RESPONSIBILITY
OF
CONTRACTOR.
CONTRACTORS
AND
SUB-CONTRACTORS HAVE TO FOLLOW THE PERMITTED SET OF PLANS.
HOWEVER, ANY ERRORS OR OMISSIONS FOUND ON PLANS SHOULD BE
REPORTED IMMEDIATELY TO THE ARCHITECT/ ENGINEER.

DRAWN:
CHECKED BY:
DATE:
PROJECT #:

DRAWING INDEX:
A-1: SITE PLAN AND NOTES
A-2: FRAMING PLANS, ELEVATION
D-1: PORCH DETAIL

EXISTING OPEN WOOD PORCH

BEARING VALUES SHALL BE FIELD VERIFIED BY A QUALIFIED TESTING AGENCY.

SOIL BEARING:

3000 PSF

RAILING/GUARDRAIL:
(1607.8.1) &
(1607.8.1.1 & 1607.8.1.2)

ALL HANDRAILS AND GUARDRAILS: A SINGLE CONCENTRATED LOAD OF 200 LBS APPLIED AT TOP IN ANY DIRECTION AT
ANY POINT TO PRODUCE MAX. LOAD EFFECT,
ALL HANDRAILS AND GUARDRAILS TOP RAIL 50 LBS./LIN. FT. LOAD APPLIED AT TOP OF THE RAILING IN ANY DIRECTION

8143 S SANGAMON STREET
CHICAGO | IL | 60620

REPLACE EXISTING
REAR WOOD PORCH

1

PERMIT REVIEW

05/29/2026

GENERAL STRUCTURAL NOTES

SCOPE OF WORK
REPAIR EXISTING REAR OPEN WOOD PORCH
SAME SIZE AND LOCATION

DRAWING INDEX:

124.61'

11'-11" 2'-8"5'-8"

60'-3"

SHEET

7'-0"
124'-7"

LUCID

ASPHALT

16' ALLEY

LOT 13

9'-9"

11'-7"

BRICK
GARAGE

7'-2"

7'-2"

35.00'

35'-0"
9'-11"

2 STORY
BRICK RESIDENCE # 8143

20'-3"

GHULAM M. KAMAL
LICENSED STRUCTURAL ENGINEER
LICENSE NO. 081-006522
EXPIRES: 11-30-2026

4'-11"

8'-10"
2'-8"

REAR
OPEN
WOOD PORCH

14'-9"

20'-3"
35'.00"

7'-0"

35.00'

8'-3"

12'-6" 2'-11"

52'-1"
124.61'

1'-1"

2'-7"
ASPHALT

SANGAMON STREET (66' RW)

2'-8"

11'-10" 2'-9"5'-7"

A-1: SITE PLAN AND NOTES
A-2: FRAMING PLANS AND ELEVATIONS
D-1: REPAIR DETAILS

14'-7"

20'-4"

2'-3"

LOT 14

COVER SHEET

LOT 21

SITE PLAN
N

SCALE = 3/32"=1'-0"

A-1

163 FRANKLIN STREET,
BLOOMINGDALE, ILLINOIS 60108
( C) 630-865-6551 (E) lucidesgllc@gmail.com

LOT 12

124'-7"

DESIGN FIRM NO.: 184-006684-0006
PROFE/STRUC ENGINEER

2'-1"

ENGINEERING SERVICES GROUP, LLC

LOT 23

1
NEW
6x6

1

05/29/2026

(2)2x10

1ST. FLOOR PORCH RAMING PLAN
1/4" = 1'-0"

3

4

6R=8"
DN.
(2)2x12
5T=10"

DN.

(2)2x12

(2)2x10

(2)2x12

ERRORS & OMISSIONS :
WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A PERFECT SET OF
PLANS FOR THIS PROJECT, THERE ALWAYS EXISTS A SMALL POSSIBILITY FOR
ERRORS. CONSEQUENTLY, IT IS VITALLY IMPORTANT THAT THE BUILDER
CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION ON THESE
PLANS INCLUDING DIMENSIONS AND MATERIALS QUANTITIES. RESPONSIBILITY
FOR THE INTERPRETATION OF THE PLANS IN CONJUNCTION WITH THE
MATERIALS LIST, MUST LIE WITH THE BUILDER. ANY DEFICIENCIES IN
CONSTRUCTION MADE BY CONTRACTOR OR/AND SUB-CONTRACTORS ARE 100%
THE
RESPONSIBILITY
OF
CONTRACTOR.
CONTRACTORS
AND
SUB-CONTRACTORS HAVE TO FOLLOW THE PERMITTED SET OF PLANS.
HOWEVER, ANY ERRORS OR OMISSIONS FOUND ON PLANS SHOULD BE
REPORTED IMMEDIATELY TO THE ARCHITECT/ ENGINEER.

(2)2x10

1 1 4"x6
DECKING

2ND. FLOOR PORCH FRAMING PLAN
1/4" = 1'-0"

+4'-0' FIRST FLR. LEVEL

PERMIT REVIEW

1 1 4"x6
DECKING

2x4

+EXISTING ROOF TO REMAIN.

6R=8"
DN
5T=10"
TO BASEMENT

4x4
+14'-0" 2ND FLR. LEVEL

5
GUARDRAIL DETAIL

6x6

NTS

+0'-0" GROUND / BASMT. FLR. LEVEL

GROUND / BASMT PORCH FLOOR FRAMING PLAN

1/4" = 1'-0"

NORTH ELEVATION
1/4" = 1'-0"

A-2

8143 S SANGAMON STREET
CHICAGO | IL | 60620

(2)2x12
16R= 7 1/2"
15T=10"

(2)2x12

2X8 WOOD
JOISTS @16" O.C.

2X8 WOOD
JOISTS @16" O.C.

(1)2x12 LEDGER BM.

163 FRANKLIN STREET,
BLOOMINGDALE, ILLINOIS 60108
( C) 630-865-6551 (E) lucidesgllc@gmail.com

REPLACE EXISTING
GUARDRAIL W/ NEW
42" GUARDRAIL SEE
DETAIL 5/A-2

(2)2x10

(2)2x10

1 1 4"x6
DECKING

DESIGN FIRM NO.: 184-006684-0006
PROFE/STRUC ENGINEER

6x6

(2)2x10

(1)2x12 LEDGER BM.

REPLACE EXISTING
REAR WOOD PORCH

1 1 4"x6
DECKING

4
D-1

ENGINEERING SERVICES GROUP, LLC

6x6 6x6

2X8 WOOD
JOISTS @16" O.C.

UP

2X8 WOOD
JOISTS @16" O.C.

4
D-1

LUCID

2
16R= 7 1/2"
15T=10"

(2)2x10

DRAWN:
CHECKED BY:
DATE:
PROJECT #:
G.M.K.
G.M.K.
05-29-26
27-26

6R=8"
UP
5T=10"

6x6

(2)2x12
+9'-0" MID. LANDING LEVEL

GHULAM M. KAMAL
LICENSED STRUCTURAL ENGINEER
LICENSE NO. 081-006522
EXPIRES: 11-30-2026

SHEET

FRAMING PLANS AND
ELEVATIONS