RFB951900-01 - Drawings.pdf
PDF 26 MB Posted
- Solicitation number
- RFB951900-01
- Issued by
- Buena Vista County, Iowa
About this file
This document is a set of technical drawings and bidding documents prepared by the Iowa Department of Administrative Services (DAS) for the IMHI Infirmary Building Roof Replacement project located at 2277 Iowa Avenue, Independence, Iowa 50644. The project, identified as RFB951900-01 with project number 9519.00, involves the complete replacement of the building's roof system with an issue date of July 31, 2026. The scope of work includes the removal of existing asphalt shingle roofing down to plywood, removal of EPDM roof membrane systems, installation of new asphalt shingle roofing over synthetic underlayment to match existing colors, installation of new EPDM membrane roofing, and associated flashing and vent work. The drawings specify multiple roof details including wall flashing, kickout flashing, scupper details, wind turbine vents, and box roof vents. The contractor is responsible for maintaining and preserving existing conditions including copper gutters, downspouts, stone parapet caps, and gutter systems that are to remain in place during construction. Field verification of all existing dimensions, site conditions, and building conditions is required prior to commencing demolition, and the building interior must remain dry throughout the re-roofing project.
The drawings indicate that site staging and access to the gated area must be coordinated with the owner, and the interior of the building will not be accessible during the project duration. The design includes ice and water shield underlayment applied a minimum of three feet on asphalt shingle areas and two feet on EPDM areas, rigid insulation layers, high-density cover board, and metal edge treatments with dark bronze-colored flashing and metal components. All existing roofing elements to remain, including copper materials, must be protected during demolition and new construction, with any damaged existing construction requiring restoration to the same or better condition than before damage occurred. The specifications require compliance with manufacturer requirements for roof membrane seam adhesion, proper fastening and sealant applications, and site verification of existing conditions prior to construction commencement.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFB951900-01 - Project Manual.pdf | ||
| RFB951900-01 - Notice to Bidders.pdf | ||
| RFB951900-01 - Bid Form.pdf | ||
| RFB951900-01 - Addendum #1.pdf | ||
| 1424601-event.pdf |
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Text version
DOOR IDENTIFICATION
NOTE REFERENCE
ROOM IDENTIFICATION
BUILDING SECTION
WINDOW IDENTIFICATION
ROOM NAME
DETAIL NUMBER
DRAWING SHEET NUMBER
ELEVATION REFERENCE
ELEVATION NUMBER
DRAWING SHEET NUMBER
A1 A1.1
MATCHLINE
STRUCTURAL GRIDLINE
WALL SECTION
DETAIL NUMBER
DRAWING SHEET NUMBER
A1
A1.1
A1.1
DETAIL SECTION/ DETAIL CALLOUT
DETAIL NUMBER
DRAWING SHEET NUMBER
A1
A1.1
ROOM NAME
ROOM NUMBER
A1
CEILING IDENTIFICATION1
WALL IDENTIFICATION1
LEVELLEVEL 1
SPOT ELEVATION
0'-0"
0'-0"
LEVEL IDENTIFICATION
ELEVATION
FLOORING FINISH TRANSITION
CORNER GUARDS, TYP.
CG
CASEWORK IDENTIFICATION
WIDTH
HEIGHT (INCLUDES COUNTERTOP)
DEPTH
MODEL NUMBER ('M' DENOTES MODIFICATION
100M
EXTRA SHELF MODIFICATION DESCRIPTION
EARTH
PLYWOOD
GYPSUM WALLBOARD
CONCRETE BLOCK
CONCRETE
RIGID INSULATION
BATT INSULATION
DIMENSION LUMBER
WOOD
SAND & GRAVEL
EXPANSION JOINT
INDEPENDENCE, IA
PROJECT
HIGHWAY 20
IO
W
A A
V E
232ND ST
PROJECT
232ND ST
NOTES:
1. THE INTERIOR OF THE BUILDING WILL NOT BE ACCESSIBLE FOR THE DURATION OF THE PROJECT.
2. SITE STAGING TO BE COORDINATED WITH THE OWNER.
3. COORDINATE ACCESS TO THE GATED AREA WITH THE OWNER.
GATED AREA
PROJECT NUMBER:
DATE:
DRAWING INDEX:
BIDDING DOCUMENTS
07-31-2026
IMHI INFIRMARY BUILDING ROOF REPLACEMENT
2277 IOWA AVE, INDEPENDENCE, IA 50644
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES (DAS)
9519.00
.0
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I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered architect under the laws of the State of Iowa.
Registration Expires
Reg. #
Pages or Sheets covered by this seal:
Signature
Date issued
O L
N AE
ROF
N S
C E
E
WOI A
I D
L P
T C
E C
TI
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A R
SS I
BRUCE BONESTROO 06771
ARCHITECT
As listed above
07-31-202606-30-2028
BRUCE
BONESTROO
06771
ARCHITECTURE
AD1.0 DEMOLITION ROOF PLAN
A1.0 ROOF PLAN
A2.0 EXTERIOR ELEVATION
A3.0 ROOF DETAILS
GENERAL
G0.0 COVER
MATERIALS LEGEND
SYMBOLS LEGEND ABBREVIATIONS
ACT Acoustical Ceiling Tile
AFF After Finish Floor
ALUM Aluminum
ADA Americans with Disabilities Act
& And
L Angle
@ At
BCS Baby Changing Station
BOL Bollard
CIP Cast In Place
CBB Cement Backer Board
CL Center Line
CLR Clear
CONC Concrete
CONF Conference
CJ Construction Joint
CONT Continuous
CLJ Control Joint
CG Corner Guard
DIA Diameter
DS Downspout
EA Each
EHD Electric Hand Dryer
EWC Electric Water Cooler
EL Elevation
ELEV Elevation
ENG Engineered
EQ Equal
ETC Etcetera
EPDM Ethylene Propylene DieneTerpolymer
EXP Expansion
EJ Expansion Joint
EXT Exterior
EIFS Exterior Insulation Finish System
FRP Fiberglass Reinforced Panel
FF Finish Floor
FE Fire Extinguisher
FEC Fire Extinguisher Cabinet
FD Floor Drain
FT Foot or Feet
GA Gage
GT Glazing Type
GB Grab Bar
GYP Gypsum
GYP BD Gypsum Board
HM Hollow Metal
HSS Hollow Structural Sections
IR Impact Resistant
IT Information Technology
IMP Insulated Metal Panel
INSUL Insulation
INT Interior
JT Joint
MFR Manufacturer
MAX Maximum
MECH Mechanical
MEPT Mechanical/ Electrical/ Plumbing/ Technology
MTL Metal
MIN Minimum
MIR Mirror
NIC Not In Contract
OC On Center
OHS Overhead Sectional Door
PT Paint
PTD Paper Towel Dispenser
PLAM Plastic Laminate
PVC Polyvinyl Chloride
LB Pound
RCP Reflected Ceiling Plan
REQD Required
REV Reversed
RTU Roof Top Unit
SNR Sanitary Napkin Receptacle
SJ Saw Joint
SIM Similar
SDS Soap Dispenser
STL Steel
STRUCT Structure
TKSP Tack Strip
MIL Thousands of an Inch
TP Toilet Paper Dispenser
TOW Top of Wall
TYP Typical
VIF Verify in Field
VERT Vertical w/ With
WD Wood
PROXIMITY MAP
TYP
NOT IN
SCOPE
8 8
8 8
9 9
8 8 8
5 5
TYP
TYP
TYP
TYP
7 7
TYP
6 6 6 6 6 6
6 6
TYP
TYP
EXIT
DOOR
BELOW
EXIT
DOOR
BELOW
EXIT
DOOR
BELOW
EXIT
DOOR
BELOW
TYP
46 6
TYP
TYP
TYP
TYP
TYP
TYP
TYP
PHOTO - A
PHOTO - B
PHOTO - D
PHOTO - C
PHOTO - E
PHOTO - F
A. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PRESERVING THE EXISTING
CONDITIONS WHICH ARE TO REMAIN, INCLUDING, BUT NOT LIMITED TO, COPPER
GUTTERS, DOWNSPOUTS, ETC. IF ANY EXISTING CONSTRUCTION TO REMAIN IS
DAMAGED, CONTRACTOR IS RESPONSIBLE FOR RESTORING THE DAMAGED AREA TO
A CONDITION THE SAME OR BETTER THAN BEFORE DAMAGE OCCURRED.
B. EFFORTS HAVE BEEN MADE TO DOCUMENT EXISTING CONDITIONS. HOWEVER,
GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO COMMENCING DEMOLITION. FIELD VERIFY ALL EXISTING
DIMENSIONS, SITE CONDITIONS, AND BUILDING CONDITIONS.
C. THESE DEMOLITION DRAWINGS REPRESENT THE LAYOUT OF EXISTING CONDITIONS
& MAJOR COMPONENTS. THEY ARE NOT TO BE CONSTRUED AS A COMPLETE
REPRESENTATION OF MATERIALS & INCIDENTAL CONSTRUCTION.
D. THE BUILDING INTERIOR IS TO REMAIN DRY DURING THE RE-ROOFING PROJECT.
B ACDE
FG
B ACDEFG
©2024REVISIONS:
PROJECT NUMBER
PROJECT ISSUE DATE
REV DATE DESCRIPTION
A R
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K el lo g g A ve m es
IA
P h on e
: 5
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AD1.0
DEMOLITION ROOF
PLAN
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07-31-2026 9519.00
BIDDING DOCUMENTS
ROOF DEMOLITION NOTES
1 REMOVE ASPHALT SHINGLE ROOF DOWN TO PLYWOOD. REVIEW QUAILITY OF
PLYWOOD. PREP FOR NEW CONSTRUCTION.
2 REMOVE EPDM ROOF MEMBRANE AND ANY COVERBOARD AND INSULATION. REVIEW
QUALITY OF ROOF DECK. PREP FOR NEW CONSTRUCTION.
3 (E) ROOF TO REMAIN. PROTECT DURING CONSTRUCTION.
4 (E) GUTTER SYSTEM TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION.
5 (E) SCUPPER CONDUCTOR HEAD AND DOWNSPOUT TO REMAIN IN PLACE. PROTECT
DURING CONSTRUCTION. REMOVE (E) SCUPPER FLASHING. PREP FOR NEW
CONSTRUCTION.
6 (E) DOWNSPOUT TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION.
7 (E) STONE PARAPET CAP TO REMAIN. PROTECT DURING CONSTRUCTION.
8 REMOVE AND DISPOSE OF VENT. PREP FOR NEW CONSTRUCTION.
9 (E) VENT TO REMAIN. REMOVE AND DISPOSE OF BOOT FLASHING.
10 NOT USED.
11 REMOVE AND DISPOSE OF (E) FLASHING. (E) REGLET-MOUNTED FLASHING RECEIVERS
TO REMAIN WHERE PROVIDED FOR REUSE. PREP FOR NEW CONSTRUCTION.
SCALE:
TRUE
1/8" = 1'-0"G1 DEMOLITION ROOF PLAN
GENERAL NOTESEXISTING PHOTOS
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
PHOTO - A PHOTO - B
PHOTO - C PHOTO - D
PHOTO - E PHOTO - F
A. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PRESERVING THE EXISTING
CONDITIONS WHICH ARE TO REMAIN, INCLUDING, BUT NOT LIMITED TO, COPPER
GUTTERS, DOWNSPOUTS, ETC. IF ANY EXISTING CONSTRUCTION TO REMAIN IS
DAMAGED, CONTRACTOR IS RESPONSIBLE FOR RESTORING THE DAMAGED AREA TO
A CONDITION THE SAME OR BETTER THAN BEFORE DAMAGE OCCURRED.
B. EFFORTS HAVE BEEN MADE TO DOCUMENT EXISTING CONDITIONS. HOWEVER,
GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO COMMENCING DEMOLITION. FIELD VERIFY ALL EXISTING
DIMENSIONS, SITE CONDITIONS, AND BUILDING CONDITIONS.
C. THESE DEMOLITION DRAWINGS REPRESENT THE LAYOUT OF EXISTING CONDITIONS
& MAJOR COMPONENTS. THEY ARE NOT TO BE CONSTRUED AS A COMPLETE
REPRESENTATION OF MATERIALS & INCIDENTAL CONSTRUCTION.
D. THE BUILDING INTERIOR IS TO REMAIN DRY DURING THE RE-ROOFING PROJECT.
A2.0
G1
41'-0" 62'-0" 59'-0" 62'-0" 41'-0"
VIF
265'-0"
V
IF
9' -0
V
IF
'-0
V
IF
'-0
VIF
43'-0"
V
IF
6' -0
8"
8"
8" / 12"
8"
8"
8"
8"
8" / 12" 8" / 12"
8"
8"
8"
8" / 12"
8"
8"
NOT IN
SCOPE
TYP
TYP
TYP
TYP
6 6 6 6 6 6
6 6
8 8
8 8
9 9
8 8 8
TYP
TYP
G1 A3.0
TYP
TYP
TYP
TYP
TYP
TYP
A1.0 G4
A1.0 G4
MIR
EXIT
DOOR
BELOW
EXIT
DOOR
BELOW
EXIT
DOOR
BELOW
EXIT
DOOR
BELOW
46 64
TYP
TYP
TYP
TYP
TYP
TYP
B2 A3.0
SimTYP
RIDGE
HIP
R
ID
GE
VALL
EY
HIP RIDGE
HIP RIDGE HIP
R
ID
GE
VALLEY
R
ID
G E
RIDGE
HIP RIDGE
VALLEY
HIP
R
ID
GE
HIP
R
ID
GEHIP RIDGE
VALL
EY
R
ID
G E
RIDGE
VALL
EYVALLEY
VALL
EYVALLEY
R
ID
G E
HIP RIDGE
HIP
R
ID
GE
D1 A3.0
TYP
TYP
B1 A3.0
TYP
TYP
B ACDE
FG
B ACDEFG
©2024REVISIONS:
PROJECT NUMBER
PROJECT ISSUE DATE
REV DATE DESCRIPTION
A R
C H
IT
E
C T
F
O
LD
K el lo g g es
IA
on e
: 5
.2
.0
A1.0
ROOF PLAN
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E, IA
07-31-2026 9519.00
BIDDING DOCUMENTS
ROOF PLAN NOTES
1 ASPHALT SHINGLE ROOF OVER SYNTHETIC UNDERLAYMENT. COLOR TO MATCH
EXISTING SHINGLES.
2 EDPM ROOF MEMBRANE.
3 (E) ROOF TO REMAIN. PROTECT DURING CONSTRUCTION.
4 (E) GUTTER SYSTEM TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION.
5 SCUPPER. SEE DETAIL G4/A3.0.
6 (E) DOWNSPOUT TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION.
7 (E) STONE PARAPET CAP TO REMAIN. PROTECT DURING CONSTRUCTION.
8 WIND TURBINE ROOF VENT. SEE DETAIL G2/A3.0.
9 (E) VENT. SEE DETAIL D2/A3.0.
10 NOT USED.
11 CRICKET TO SCUPPER.
12 BOX ROOF VENT. SEE DETAIL E2/A3.
13 PROVIDE NEW FLASHING ALONG ENTIRE WALL. SEE DETAIL B2/A3.0.
14 PROVIDE NEW KICKOUT FLASHING TO DIVERT WATER AWAY FROM WALL. SEE DETAIL
D4/A3.0.
15 ROOF CORNICE.
16 ADHERED ICE & WATER SHIELD BELOW SHINGLES - SHADED GRAY. WRAP UP WALL TO
TOP OF FLASHING.
GENERAL NOTES
SCALE:
TRUE
1/8" = 1'-0"G1 ROOF PLAN
SCALE:
TRUE
1/2" = 1'-0"G4 ENLARGED ROOF PLAN
GUTTERS, DOWNSPOUTS, ETC. IF ANY EXISTING CONSTRUCTION TO REMAIN IS
DAMAGED, CONTRACTOR IS RESPONSIBLE FOR RESTORING THE DAMAGED AREA TO
A CONDITION THE SAME OR BETTER THAN BEFORE DAMAGE OCCURRED.
B. EFFORTS HAVE BEEN MADE TO DOCUMENT EXISTING CONDITIONS. HOWEVER,
GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO COMMENCING DEMOLITION. FIELD VERIFY ALL EXISTING
DIMENSIONS, SITE CONDITIONS, AND BUILDING CONDITIONS.
C. THESE DEMOLITION DRAWINGS REPRESENT THE LAYOUT OF EXISTING CONDITIONS
& MAJOR COMPONENTS. THEY ARE NOT TO BE CONSTRUED AS A COMPLETE
REPRESENTATION OF MATERIALS & INCIDENTAL CONSTRUCTION.
D. THE BUILDING INTERIOR IS TO REMAIN DRY DURING THE RE-ROOFING PROJECT.
8"
8"
8"
8"
8"
16 16
3TYP
5 5
6 6 6
4 4
6 6 6
TYP
TYP
TYP
TYP
G1 A3.0
TYP
TYP
TYP
TYP
TYP
TYP
TYP
D1 A3.0
TYP
E4
A3.0
SimTYP
6 6
B ACDE
FG
B ACDEFG
©2024REVISIONS:
PROJECT NUMBER
PROJECT ISSUE DATE
REV DATE DESCRIPTION
A R
C H
IT
E
C T
F
O
LD
K el lo g g es
IA
on e
: 5
.2
.0
A2.0
EXTERIOR ELEVATION
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E, IA
07-31-2026 9519.00
BIDDING DOCUMENTS
EXTERIOR ELEVATION NOTES
1 ASPHALT SHINGLE ROOF OVER SYNTHETIC UNDERLAYMENT. COLOR TO MATCH
EXISTING SHINGLES.
2 EDPM ROOF.
3 (E) ROOF TO REMAIN.
4 (E) GUTTER SYSTEM TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION.
5 SCUPPER. SEE DETAIL G4/A3.0.
6 (E) DOWNSPOUT TO REMAIN IN PLACE. PROTECT DURING CONSTRUCTION.
7 (E) STONE PARAPET CAP TO REMAIN. PROTECT DURING CONSTRUCTION.
8 WIND TURBINE ROOF VENT. SEE DETAIL G2/A3.0.
9 (E) VENT. SEE DETAIL D2/A3.0.
10 NOT USED.
11 FLASHING. COLOR: DARK BRONZE.
12 BOX ROOF VENT. SEE DETAIL E2/A3.0.
13 PROVIDE NEW FLASHING ALONG ENTIRE WALL. SEE DETAIL B2/A3.0.
14 (E) CLADDING TO REMAIN.
15 ROOF CORNICE.
16 METAL ROOF EDGE. COLOR: MATCH EXISTING STONE PARAPET CAP. SITE VERIFY
PROFILE RADIUS.
GENERAL NOTES
SCALE: 1/8" = 1'-0"G1 EXTERIOR ELEVATION - NORTH EAST
GUTTERS, DOWNSPOUTS, ETC. IF ANY EXISTING CONSTRUCTION TO REMAIN IS
DAMAGED, CONTRACTOR IS RESPONSIBLE FOR RESTORING THE DAMAGED AREA TO
A CONDITION THE SAME OR BETTER THAN BEFORE DAMAGE OCCURRED.
B. EFFORTS HAVE BEEN MADE TO DOCUMENT EXISTING CONDITIONS. HOWEVER,
GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO COMMENCING DEMOLITION. FIELD VERIFY ALL EXISTING
DIMENSIONS, SITE CONDITIONS, AND BUILDING CONDITIONS.
C. THESE DEMOLITION DRAWINGS REPRESENT THE LAYOUT OF EXISTING CONDITIONS
& MAJOR COMPONENTS. THEY ARE NOT TO BE CONSTRUED AS A COMPLETE
REPRESENTATION OF MATERIALS & INCIDENTAL CONSTRUCTION.
D. THE BUILDING INTERIOR IS TO REMAIN DRY DURING THE RE-ROOFING PROJECT.
ICE & W
ATER SHIELD
3'-0 " M
IN
7" V
IF
EDPM2'-0
" M
IN
B ACDE
FG
B ACDEFG
©2024REVISIONS:
PROJECT NUMBER
PROJECT ISSUE DATE
REV DATE DESCRIPTION
A R
C H
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C T
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K el lo g g es
IA
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: 5
.2
.0
A3.0
ROOF DETAILS
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07-31-2026 9519.00
BIDDING DOCUMENTS
GENERAL NOTES ROOF DETAIL NOTES
1 (E) MASONRY WALL.
2 (E) FRAMING.
3 (E) GUTTER, HANGER, AND STRAP.
4 (E) DOWNSPOUT.
5 ASPHALT SHINGLE SYSTEM.
6 ADHERED ICE & WATER SHIELD.
7 DRIP FLASHING.
8 REVIEW QUALITY OF (E) PLYWOOD TO REMAIN. REPLACE PLYWOOD IF REQUIRED DUE
TO DAMAGE.
9 (E) COPPER TO REMAIN. PROTECT DURING DEMOLITION AND NEW CONSTRUCTION.
10 GALVANIZED WIND TURBINE VENT. MATCH SIZE OF EXISTING VENT.
11 ROOF VENT. MATCH SIZE OF EXISTING VENT.
12 6" MIN OVERLAP OF ADHERED ICE & WATER SHIELD ON ROOF MEMBRANE.
13 EDPM ROOF MEMBRANE; FULLY ADHERED.
14 1/2" HIGH DENSITY COVER BOARD.
15 RIGID INSULATION.
16 ADHERE SEAM PER ROOF MANUFACTURER'S REQUIREMENTS.
17 METAL STEP FLASHING.
18 BOOT FLASHING.
19 5/8" ROOF COVER BOARD ADHERED TO DECK - TYPE X.
20 VAPOR BARRIER ADHERED TO COVERBOARD AND PARAPET.
21 WELDED METAL SCUPPER SLEEVE.
22 REINFORCED PERIMETER FASTENING STRIP.
23 ROOF EDGE SECUREMENT FASTENER.
24 PREFINISHED METAL COUNTERFLASHING OVER METAL TERMINATION BAR WITH
FASTENERS AND SEALANT PER SPECIFICATION REQUIREMENTS. COLOR: DARK
BRONZE.
25 REVIEW QUALITY OF (E) ROOF DECK TO REMAIN. REPLACE IF REQUIRED DUE TO
DAMAGE.
26 SCUPPER SIDEWALL BEYOND.
27 (E) CONDUCTOR HEAD AND DOWNSPOUT.
28 PREFINISHED METAL WIND CLIP. COLOR: DARK BRONZE.
29 SELF-ADHERED ROOF UNDERLAYMENT.
30 CONTINUOUS BUTYL SEAL.
31 PREFINISHED METAL CAP & BASE FLASHING SECURED WITH CLEATS. COLOR: DARK
BRONZE.
32 (E) REGLET-MOUNTED FLASHING RECEIVER.
33 (E) STONE SILL.
34 TWO PIECE COATED METAL ROOF EDGE AT PERIMETER. ATTACH CONTINUOUS METAL
CLEAT AT FACE EDGE. TERMINATE BASE OF ROOF EDGE BASE CLEAT WITH
CONTINUOUS BUTYL SEAL. COLOR: MATCH EXISTING STONE PARAPET CAP. SITE
VERIFY PROFILE RADIUS.
35 TREATED WOOD BLOCKING.
SCALE: 1 1/2" = 1'-0"G1 ROOF DETAIL
ASPHALT
SCALE: 1 1/2" = 1'-0"G2 ROOF DETAIL
WIND TURBINE VENT
SCALE: 1 1/2" = 1'-0"D2 ROOF DETAIL
ROOF PIPE BOOT
SCALE: 1 1/2" = 1'-0"D1 ROOF DETAIL
EPDM & CORNICE
SCALE: 1 1/2" = 1'-0"B2 ROOF DETAIL
WALL FLASHING
SCALE: 1 1/2" = 1'-0"B1 ROOF DETAIL
EPDM TO ASPHALT
SCALE: 1 1/2" = 1'-0"G4 ROOF DETAIL
SCUPPER
SCALE: 1 1/2" = 1'-0"E2 ROOF DETAIL
BOX ROOF VENT
SCALE: 1 1/2" = 1'-0"E4 ROOF DETAIL
SILL
D4 TYPICAL KICKOUT FLASHING DETAIL
| Sheets |
| A1.0 - ROOF PLAN |
| A2.0 - EXTERIOR ELEVATION |
| A3.0 - ROOF DETAILS |
| AD1.0 - DEMOLITION ROOF PLAN |
| G0.0 - COVER |
File details come from the government source that posted it. Updated .