Index Roof Plan.pdf
PDF 2 MB Posted
- Attached to
- INDEX ROOF FLUID APPLIED ROOF
- Solicitation number
- 27-350SOS-PHYSE-B-54721
- Issued by
- Sangamon County, Illinois
About this file
This is an Index Roof Plan document for the Illinois Secretary of State's fluid applied roof system project at the Index Building located at 111 E. Monroe Street, Springfield, Illinois 62701. The project involves the installation of a new fluid applied roof system on the Index Building. The document serves as a technical plan and specification reference for bidders responding to the Invitation for Bid (IFB) for this roofing project. Specific details regarding quantities, project timeline, site visit requirements, bidders' meetings, response deadlines, and contract award dates are referenced in the attached IFB and accompanying drawings, which provide the complete procurement parameters for this state construction project.
The Index Roof Plan document functions as a supporting exhibit to the primary IFB documentation and is essential for bidders to understand the physical scope and technical specifications of the roofing work. Pricing, set-asides, incumbent contractor information, funding sources, and other financial terms are detailed in the main IFB document rather than in this plan drawing. Bidders must consult the complete IFB package, including all drawings and specifications, to develop accurate cost proposals and ensure compliance with all procurement requirements established by the Illinois Secretary of State.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Index Roof Replacement IFB 27PS779006.pdf | ||
| Vendor Disclosure v 24.1 Formerly Forms A~36.docx | DOCX document | |
| IPG Active Registered Vendor Disclosure formerly Forms B v.23.1~59.docx | DOCX document | |
| 07 56 00 Fluid Applied Roofing.pdf |
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Text version
111' -10
27'-412" 12'-0"
6' -9
27'-412"
'-9
24'-4"
EXISTING METAL WALL
PANEL
METAL CLOSURE TRIM -
PAINT
HEAD FLASHING
BACKER ROD & SEALANT
DOOR AND FRAME - SEE
SCHEDULE
EXIST. METAL WALL PANEL
METAL CLOSURE TRIM
DOOR AND FRAME - SEE
SCHEDULE
BACKER ROD & SEALANT
INSUL. METAL DOOR & FRAME
ALUM. THRESHOLD
2 PIECE COUNTERFLASHING UNDER
THRESHOLD
FLUID APPLIED ROOFING SYSTEM
OVER EXISTING EPDM ROOFING
SCALE: 112" = 1'-0"
DOOR DETAILS3
6"X6"X3/8"
STEEL LINTEL -
8" MIN. BEARING
(EACH SIDE)
SHOP PRIME/
FIELD PAINT
2"
MIN.
2"
MIN.
4"
MIN.
4" MI
N.
METHOD A METHOD B
4" MIN.
COAT PRIMER
(MASTIC) (FABRIC)
COAT PRIMER
NEW APPLIED
COAT MASTIC
REINFORCEMENT FABRIC
EMBEDDED IN COATING
EXISTING FLASHING IS
REFURBISHED WITH TWO LAYERS
OF COATINGS WITH EMBEDDED
REINFORCING FABRIC
COAT MASTIC
3'-0"±
4' -0
1'- 87 16"
A-1
BRH
© Evan Lloyd Associates, Inc.
Date:
Drawn By:
Revised:
Revised:
Project No.
SHEET
OF SHEET.
Date Signed:
Expiration Date:
S ou th Si xth S tre et
Sp rin gfi eld
, Il lin ois
Ph on e
7.7
.70
RO
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D, IL
LIN
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S
OCT. 10, 2024
24050
NOV. 30, 2024
NORTH SCALE: 18" = 1'-0"
ROOF PLAN
GENERAL NOTES:
A. COORDINATE DEMOLITION & PHASING WITH
USING AGENCY. EVERY EFFORT SHALL BE MADE
TO MINIMIZE DISRUPTION OF USING AGENCY'S
OPERATIONS & PROVIDE BUILDING USER'S
SAFETY. EXCESSIVE NOISE OR VIBRATION MUST
BE PRE-APPROVED & COORDINATED WITH
USING AGENCY.
B. COORDINATE DISRUPTION OF UTILITY SERVICES
WITH USING AGENCY & AS SPECIFIED.
C. MAINTAIN A SECURE & WEATHER-TIGHT ENCLOSURE.
D. CONTRACTOR TO FIELD VERIFY EXISTING
CONDITIONING. DIMENSIONS & ELEVATIONS SHOWN
ON PLANS PRIOR TO THE START OF WORK. NOTIFY
ARCHITECT OF ANY DISCREPANCIES FOUND.
E. PROVIDE PROTECTION FOR EXISTING BUILDING
MATERIALS & EQUIPMENT FROM DAMAGE DUE TO
DEMOLITION OR CONSTRUCTION PERFORMED
UNDER THIS CONTRACT.
F. REPAIR OR REPLACE ITEMS DAMAGED AS A
RESULT OF DEMOLITION OR CONSTRUCTION TO
MATCH EXISTING FINISH AND/OR CONDITION.
G. EXISTING MATERIALS SHALL NOT BE REUSED
UNLESS OTHERWISE NOTED. OR AS AUTHORIZED BY
THE USING AGENCY.
H. VERIFY & MAINTAIN LOCATION OF EXISTING POWER,
COMMUNICATION & DATA CABLES TO PREVENT
INTERRUPTION OF SERVICES.
I. REPLACE OR EXTEND EXISTING DOWNSPOUT
ADJACENT TO AREA OF WORK. REPOSITION STRAP
ATTACHING EXISTING DOWNSPOUT ELBOW TO
SPLASH PAN AS REQUIRED. REPORT
INCONSISTENCIES TO ARCHITECT.
J. THE USING AGENCY SHALL RESERVE THE RIGHT TO
SALVAGE ANY MATERIALS.
KEY VALUE
EXISTING ± 3-4" ROOF SYSTEM - EPDM MEMBRANE
1/2" FIBER BOARD. POLYISCO. INSUL. BOARD.
DECK VARIES (CONC. METAL & WOOD). INSTALL
FLUID APPLIED ROOFING (SEE SPEC. SECTION
07 5800).
DOWNSPOUT, BELOW. STRAP AND SPLASH PAN.
CONCRETE COPING
CURB FLASHING AT UNDERSIDE OF CURB
CAP OR HVAC UNIT.
KEYNOTE LEGEND
KEY TEXT
CLOSED-CIRCUIT COOLING TOWER
ABANDONED ERU UNIT
COOLING TOWER & PIPING
ACCU.
INTAKE VENTILATOR
GRAVITY VENT
ELECTRICAL WIRING. PIPING.
AND CONNECTIONS FOR PARAPET FLOOD
LIGHTING AND CAMERA SURVEILLANCE.
WOOD STAIR
ACTIVE ANTENNA
GRAVITY VENT CURB
AT EXISTING ROOF DRAINS: REMOVE STRAINER
AND DRAIN COMPONENTS, DRAIN BODY TO
REMAIN. INSTALL DRAIN PRIOR TO INSTALLATION
OF FLUID APPLIED ROOFING.
AT EXISTING GUY WIRES, INSTALL 2" MIN. DIA. WHITE
PLASTIC SLEEVE EXTENDED 7" ABOVE ROOF
SURFACE TO MEET SECTION 376.4 OF
INTERNATIONAL PIPE CODE FOR VISIBILITY.
SCALE: 112" = 1'-0"
PIPE/TUBING FLASHING DETAIL5
SCALE: 12" = 1'-0"
PARTIAL ELEVATION4
FRAME DOOR
DOOR & FRAME SCHEDULE
TY
PE
TY
PE
MAT'L FIN. W H T
PT.H.M. 3'-0" 4'-0" 1 3/4" PT.H.M.
MAT'L FIN. REMARKS
SEE PARTIAL ELEVATION
DETAIL
3/A-1
H.
W.
SE
TSIZE
DO
OR
N O.
THRESHOLD SET IN CONT.
BEAD OF SEALANT
REMOVE DOOR & FRAME.
INSTALL INSULATED
METAL DOOR & FRAME -
PT.
EXISTING METAL PANEL
A
F 0 2
G
P D
C
C
C
P
P
M
9D
D15
13 C
N
H
N
G
D
PRIOR TO INSTALLATION OF FLUID APPLIED
ROOFING, PROVIDE NEW CRICKET AT THIS LOCATION
TO PROVIDE POSITIVE DRAINAGE AND DIRECT WATER
TO NEAREST ADJACENT DRAIN. MODIFY & EXTEND
PENETRATIONS & CURBS EFFECTED BY CRICKET AS REQ'D
TO MEET ROOFING WARRANTY
B
E
G
G
L
F
F
C
K K
C
REMOVE PAVERS
(TYP.)
C
A
A-1
AT SHADED AREAS PREPARE EXISTING
EPDM ROOF SYSTEM AND INSTALL FLUID
APPLIED RO0FING SYSTEMS PER
MANUFACTURER'S REQUIREMENTS. (SEE
SPECIFICATION FOR ADDITIONAL
SYSTEM INFORMATION.)
REMOVE PAVERS
D TYP.
TYP.
A
DS
DS
EXISTING
MASONRY WALL
EXISTING
MASONRY WALL
EXISTING
MASONRY WALL
EXISTING
CONC. DECK
REMOVE PAVERS
(TYP.)
REMOVE PAVERS
(TYP.)
NOTE:
ALL HARDWARE SHALL BE HEAVY-DUTY
COMMERCIAL GRADE, W/ US26D FINISH
SET NO. 1
S.S. BALL-BEARING BUTT HINGES W/NRP
MORTISE LEVERSET (USING AGENCY TO PROVIDE S.O.T. CORE)
ALUM. THRESHOLD
CA
A
A
F
EXISTING CAPPED
VENTS & ACCU.
CURBS (TYP.)
EXISTING GOOSE
NECK EXHAUST VENT
EXISTING PIPE
PENETRATION
EXISTING PIPE
PENETRATION
EXISTING PIPE
PENETRATION
UP
A A
DS
DS
(2) EXISTING
ABANDONED CABLE
ANCHORS
SLO
PE
SLOPE
SLO
PE
SLOPE
SLOPE
SLO
PE
SLOPE
B
BB
SL
OP
E
SL
OP
E
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE SLOPE
SL
OP
E
SLOPE SLOPE
EXISTING
ROOF SCUPPER
SL
OP
E
SL
OP
E
SLOPE
SLOPE
SLOPE
SLOPE
EXISTING ROOF
SCUPPER
EXISTING ROOF
SCUPPER
INSTALL TAPERED
INSULATION
ALONG ENTIRE
PARAPET (THIS SIDE)
SLOPE
WR
NEW DOOR
T
SILL
JAMB
HEAD
K
I
J
PENETRATION SCHEDULE
PENETRATION
MARK TYPE SIZE HT.
PIPE 3" DIA. 8"
MISC. 8" DIA. 2"
MISC. 8" DIA. 2" ANCHOR
PIPE 3" DIA. 12"
RAIL
RAIL
48"X4"10"-12"(2) TYPICAL
38"X4"10"-12"(2) TYPICAL
CURB30" DIA.18" CAPPED PENETRATION
MISC.
MISC.
48"X48" 8"X8"
10"
7" (3) ANCHOR
EQUIP. PLATFORM
MISC.18"X17-8" 10" EQUIP. PLATFORM
CURB35"X40"11"
MISC. 4"X4" - (3) HOLLOW TUBE STEEL
CURB24"X24" 8"
CURB20"X20" 12"
CURB24"X24" 8"
RAIL 4"X50" 8"-11" (11) TYPICAL
RADIO TOWER ANCHOR
CAPPED PENETRATION
EXHAUST PIPE
EXHAUST PIPE
EXHAUST VENT
EXHAUST VENT
ACCU
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
K
K
NEW PROTECTIVE WALK
MEMBRANE. ADHERE TO ROOF.
AutoCAD SHX Text
HARDWARE SCHEDULE
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