Drawings_-_Animal_Care_Roof_2026_0109_(REV-2).pdf
PDF 3 MB Posted
- Attached to
- ROOF REPLACEMENT FOR ANIMAL CARE SERVICES
- Solicitation number
- RFP #26069
- Issued by
- Greenville County, South Carolina
About this file
This document set consists of construction drawings for a roof replacement project at the Greenville County Animal Care facility located at 328 Furman Hall Road, Greenville, South Carolina 29609. The project, designated as WMBE Project No. 2025-210, was designed by Daniel Atwell and dated January 9, 2026. The scope of work encompasses the replacement of roofing systems across multiple designated roof areas (A, A1, B, B1, C, C1, and D) totaling approximately 40,550 square feet. The project includes removal and replacement of existing asphalt shingle roofs (372 squares total), low-slope EPDM roof systems (35 squares total), and associated flashings, gutters, and downspouts. Specific work requirements include removal of all skylights with deck repair, disconnection and reconnection of HVAC units and gas lines, raising of all rooftop equipment to accommodate minimum 8-inch base flashing heights, replacement of all roof drains on low-slope areas, and installation of new gutters and downspouts at shingle roof replacement areas. The drawings reference compliance with the 2021 IBC, 2021 IEBC, 2009 IECC codes, NRCA standards, and SMACNA guidelines.
The construction documents detail extensive specifications for both low-slope thermoplastic membrane roof assemblies with polyisocyanurate insulation and steep-slope architectural shingle systems with comprehensive flashing details. New roof areas A1, B1, and C1 require single-ply EPDM or thermoplastic membranes over three inches of polyisocyanurate insulation on concrete or metal decks. All field dimensions require contractor verification prior to bidding. The drawings include tapered cricket installations at roof curb penetrations using two-to-one length ratios and minimum four-by-four-foot tapered sumps at roof drain locations. Detailed specifications address vent penetrations, pitch pans, stack flashings, coping terminations, wall panel interfaces, and edge conditions for both roof systems. The project documents contain 48 detail sheets providing standard construction specifications for roof assemblies, penetration treatments, and integration with existing structural elements and building systems.
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Text version
ROOF DRAIN
STACK
VENTILATOR
AR1 SINGLE PLY EPDM
POLTISOCYANURATE = 3"
CONCRETE DECK
TOTAL THICKNESS = 3"
AR2 SINGLE PLY EPDM
POLTISOCYANURATE = 3"
CONCRETE DECK
TOTAL THICKNESS = 3"
HV/AC UNIT
VENT THROUGH ROOF
PITCH PAN
RD
PP
DRAWING LEGEND SITE LOCATION
EXISTING ROOF CORE SUMMARY
XRX CORE NUMBER AND IDENTIFIER
XFX FLASHING NUMBER AND IDENTIFIER
DRAWING SHEETS
R-1.0 COVER SHEET
R-1.1 OVERALL ROOF PLAN
R-1.2 EXISTING ROOF PLAN - ROOF AREA "A" & "A1"
R-1.3 EXISTING ROOF PLAN - ROOF AREA "B" & "B1"
R-1.4 EXISTING ROOF PLANS - ROOF AREA "C", "C1" & "D"
R-1.5 NEW ROOF PLAN - ROOF AREA "A" & "A1"
R-1.3 NEW ROOF PLAN - ROOF AREA "B" & "B1"
R-1.7 NEW ROOF PLANS - ROOF AREA "C", "C1" & "D"
R-1.8 TAPER PLANS - ROOF AREA "A1", "B1" & "C1"
D-1.1 DETAILS
D-1.2 DETAILS
D-1.3 DETAILS
D-1.4 DETAILS
ABBREVIATIONS
MIN MINIMUM
MAX MAXIMUM
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
O.C. ON CENTER
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION
2021 IBC
2021 IEBC
2009 IECC
NRCA - LATEST EDITION
SMACNA - LATEST EDITION
CODE/INDUSTRY STANDARD
REFERENCES
JOB CONTACTS
WMBE DANIEL ATWELL
803-422-7493
DANIEL@WMBECONSULTANTS.COM
WIND UPLIFT
SEE SPECIFICATIONS
SEISMIC REQUIREMENTS - IEBC
FACILITY MAP LOCATION MAP
GREENVILLE COUNTY ANIMAL CARE
ROOF REPLACEMENT
WMBE PROJECT NO: 2025-210
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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COVER SHEET
GREENVILLE ANIMAL CARE
328 FURMAN HALL ROAD
GREENVILLE, SC 29601
GREENVILLE ANIMAL CARE
328 FURMAN HALL ROAD
GREENVILLE, SC 29601
UNIT
XX
SKY
GN
GEJ
DS
SKYLIGHT
GOOSE NECK
GUTTER
GUTTER EXPANSION JOINT
DOWNSPOUT
SHINGLE ROOF HATCH
METAL ROOF HATCH
ROOF SLSOPE
ROOF DESIGNATION
RIDGE
VALLEY
LOW SLOPE ROOF AREA
SLOPED ROOF AREA
AREA A ASPHALT SHINGLES
UNDERLAYMENT
NAIL BASED INSULATED PANEL
METAL DECK
AREA B ASPHALT SHINGLES
UNDERLAYMENT
NAIL BASED INSULATED PANEL
METAL DECK
AREA C ASPHALT SHINGLES
UNDERLAYMENT
NAIL BASED INSULATED PANEL
METAL DECK
AREA D ASPHALT SHINGLES
UNDERLAYMENT
PLYWOOD DECK OVER WOOD FRAMING
WITH ATTIC SPACE
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51'
9'-1" 32'
40'
51'
32'
21'-8"
107'
44'
166'
46'-6"
161'-2"
109'-8"
75'
119'-6"
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11'-4"
8'
17'4'-8"
8'-6"
26'-8"
9'
121'-6"
12'-6"
5'-10"7'-0"
1'
1'
METAL
ROOF
(N.I.C.)
CA
N
O
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SL
O
PE
SL
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10'-6"
24'
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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OVERALL ROOF PLAN
R-1.1
OVERALL ROOF PLAN
1/16" = 1'
R-1.1
NOTES:
1. ALL FIELD DIMENSIONS TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO
BIDING.
2. ALL SKYLIGHTS ON LOW SLOPE ROOF AREA "A" SHALL BE REMOVED, ROOF
DECK REPAIRED, & NEW LOW SLOPE ROOF INSTALLED
ROOF SQUARE FOOTAGES & SQUARES:
ROOF AREA "A" SHINGLES: 14,485 / 145 SQUARES
ROOF AREA "A1" LOW SLOPE: 3,263 / 33 SQUARES
ROOF AREA "B" SHINGLES: 11,878 / 119 SQUARES
ROOF AREA "B1" LOW SLOPE: 72 / 1 SQUARE
ROOF AREA "C" SHINGLES: 5,023 / 51 SQUARES
ROOF AREA "C1" LOW SLOPE: 76 / 1 SQUARES
ROOF AREA "D" SHINGLES: 5,753 / 58 SQUARES
TOTAL LOW SLOPE: 3,411 / 35 SQUARES
TOTAL SHINGLES: 37,139 / 372 SQUARES
METAL ROOFS (N.I.C.)
AREAS OF WORK
(C, C1 & D)
EXISTING EPDM ROOF SYSTEM
AREAS OF WORK
(B & B1)
AREAS OF WORK
(A & A1)
EXISTING EPDM
ROOF SYSTEM
LOST & FOUND
FOSTER / RESCUE
DOG INTAKE
CAT INTAKE
ADMINISTRATION
DOG ADOPTIONS
& PET RETAIL STORE
EDUCATION
CLINIC
COURTYARD
AREA
METAL ROOF (N.I.C.)
CANOPY (N.I.C.)
CANOPY (N.I.C.)
AREAS OF WORK
(C, C1 & D)
EXISTING EPDM ROOF SYSTEM
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UNIT UNIT
UNITUNITUNIT
UNIT
UNIT
A1
RA2
RA1
GV
161'-2"
109'-8"
RIDGERIDGERIDGE RIDGE
RIDGERIDGE RIDGE
RIDGE
OF OF
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15'-8"
11'-4"
8'
17'4'-8"
8'-6"
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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EXISTING ROOF PLAN
- ROOF AREA "A" & "A1"
R-1.2
EXISTING ROOF PLAN - ROOF AREA "A" & "A1"
1/8" = 1'
R-1.2
NOTES:
1. ALL FIELD DIMENSIONS TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO
BIDING.
2. EXISTING ROOF DATA:
a. ASPHALT SHINGLES, UNDERLAYMENT, NAIL BASE PANEL SYSTEM, METAL ROOF DECK.
b. EPDM , INSULATION, CONCRETE ROOF DECK.
c. INTERIOR WALL OF LOW SLOPE ARE METAL PANELS.
3. = HATCH FOR REMOVAL, ALL SKYLIGHTS SHALL BE REMOVED.
EXISTING CANOPY
(N.I.C.)
EXISTING EPDM
ROOF SYSTEM
EXISTING SHINGLE
ROOF SYSTEM
CLERESTORY CLERESTORY
KEY PLAN
ROOF SQUARE FOOTAGES & SQUARES:
ROOF AREA "A" SHINGLES: 14,485 / 145 SQUARES
ROOF AREA "A1" LOW SLOPE: 3,263 / 33 SQUARES
COURTYARD
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166'
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9'
121'-6"
12'-6"
5'-10"7'-0"
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DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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- ROOF AREA "B" & "B1"
R-1.3
EXISTING ROOF PLAN - ROOF AREA "B" & "B1"
1/8" = 1'
R-1.3
NOTES:
1. ALL FIELD DIMENSIONS TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO
BIDING.
2. EXISTING ROOF DATA:
a. SHINGLES, UNDERLAYMENT, NAIL BASE PANEL SYSTEM, METAL
ROOF DECK.
b. EPDM , INSULATION, METAL ROOF DECK.
EXISTING CANOPY
(N.I.C.)
EXISTING EPDM
ROOF SYSTEM
CLERESTORY WITH PAVILION
METAL ROOFING (N.I.C.)
ROOF SQUARE FOOTAGE & SQUARES:
ROOF AREA "B" SHINGLES: 11,878 / 119 SQUARES
ROOF AREA "B1" EPDM: 72 / 1 SQUARE
CLERESTORY
KEY PLAN
COURTYARD
AREA
COURTYARD
C
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51'
9'-1" 32'
40'
51'
32'
21'-8"
107'
44'
DS/SD
DS/SD
RIDGERIDGE RIDGE
7:1
SLOPE
GN
7:1
SLOPE
7:1
SLOPE
7:1
SLOPE
7:12SLOPE
7:12SLOPE
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5'-10"7'-0"
1'
1'
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ROOF
(N.I.C.)
CA
N
O
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O
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O
PE
10'-6"
24'
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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O O
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EN
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B E
PR
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C
T N
O : 2
5-
A D
D R
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S:
FU
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M A
N H
A
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R O
A D
G R
EE
N
V
IL
LE
, S
C
NORTH
EXISTING ROOF PLAN
- ROOF AREA "C" & "D"
R-1.4
EXISTING ROOF PLAN - ROOF AREA "C", "C1" & "D"
1/8" = 1'
R-1.4
NOTES:
1. ALL FIELD DIMENSIONS TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO
BIDING.
2. EXISTING ROOF DATA:
a. AREA "C": SHINGLES, UNDERLAYMENT, NAIL BASE PANEL SYSTEM, METAL ROOF DECK.
b. AREA "D": SHINGLES, UNDERLAYMENT, PLYWOOD DECK, WOOD FRAMING OVER ATTIC
SPACE.
c. EPDM , INSULATION, METAL ROOF DECK.
ROOF SQUARE FOOTAGES & SQUARES:
ROOF AREA "C" SHINGLES: 5,023 / 51 SQUARES
ROOF AREA "C1" LOW SLOPE: 76 / 1 SQUARES
ROOF AREA "D" SHINGLES: 5,753 / 58 SQUARES
EXISTING EPDM
ROOF SYSTEM
EXISTING SHINGLE
ROOF SYSTEM
CLERESTORY
EXISTING SHINGLE
ROOF SYSTEM
KEY PLAN
COURTYARD
CLERESTORY WITH PAVILION
METAL ROOFING (N.I.C.)
STAIRS
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PE
SL
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PE
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
G R
EE
N
V
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C
O U
N
TY
A N
IM
A
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A R
E R
O O
F R
EP
LA
C
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EN
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W M
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PR
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C
T N
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5-
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S:
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N H
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A D
G R
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C
NORTH
NEW ROOF PLAN
- ROOF AREA "A" & "A1"
R-1.5
NEW ROOF PLAN - ROOF AREA "A" & "A1"
1/8" = 1'
R-1.5
D-1.3
D-1.1
D-1.1
D-1.1
D-1.1
D-1.1
D-1.1
D-1.13
D-1.1
D-1.1
D-1.1
D-1.1
TYP.
TYP.
TYP. TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
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TYP.
TYP.
TYP.
D-1.1TYP.
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TYP.
D-1.4
TYP.
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TYP.30
D-1.3
TYP.
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TYP.
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TYP.
D-1.3TYP.
D-1.3TYP.
D-1.3TYP.
D-1.4TYP.
D-1.4TYP.
D-1.3TYP.
D-1.3TYP.
D-1.3
TYP.
D-1.3TYP.
D-1.4
D-1.4
D-1.3
TYP.
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D-1.1
TYP.
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TYP.
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TYP.
D-1.3
D-1.3
D-1.3
D-1.4
TYP.
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
TYP.
TYP.
NOTES:
1. CONTRACTOR SHALL ARRANGE FOR ALL HVAC UNITS, ASSOCIATED
ELECTRICAL, & GAS TO BE DISCONNECTED, RAISED, & RECONNECTED
DURING THE ROOF REPLACEMENT.
2. ALL GAS LINES SHALL BE RAISED TO ACCOMMODATE FOR THE NEW ROOF
SYSTEM BEING INSTALLED.
3. ALL ROOFTOP EQUIPMENT AND PERIMETER PARAPET WALLS TO BE RAISED
AS NECESSARY TO PROVIDE A MINIMUM BASE FLASHING HEIGHT OF 8" OR
GREATER FROM TOP OF FINISH ROOF SURFACE ACCOMMODATE FOR THE
NEW ROOF SYSTEM BEING INSTALLED.
4. ALL ROOF DRAINS TO BE REPLACED ON LOW SLOPE ROOF AREA "A1".
5. ALL SKYLIGHTS SHALL BE REMOVED, DECK REPAIRED & NEW ROOFING
INSTALLED.
6. NEW GUTTER AND DOWNSPOUTS INCLUDED AT ALL SHINGLE ROOF
REPLACEMENT AREAS.
7. FOR ALL LOUVERS AT WALL LOCATIONS SEE DETAIL 9/D-1.1 AT ROOF
AREA "A1"
D-1.3TYP.
D-1.1TYP.
EXISTING CANOPY
(N.I.C.)
KEY PLAN
D-1.1
D-1.1
TYP.
D-1.1
D-1.1TYP. 1
D-1.1TYP.
D-1.1
D-1.1
D-1.1
D-1.4
TYP.38
D-1.4
TYP.
CLERESTORY
D-1.3
D-1.4
TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.3
TYP.
EXISTING LOUVER
LOCATION
COURTYARD
D-1.2
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C1 B1
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D S/
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D S/
SB
B1
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
G R
EE
N
V
IL
LE
C
O U
N
TY
A N
IM
A
L C
A R
E R
O O
F R
EP
LA
C
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EN
T
W M
B E
PR
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C
T N
O : 2
5-
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D R
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S:
FU
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M A
N H
A
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R O
A D
G R
EE
N
V
IL
LE
, S
C
NORTH
NEW ROOF PLAN
- ROOF AREA "B" & "B1"
R-1.6
NEW ROOF PLAN - ROOF AREA "B" & "B1"
1/8" = 1'
R-1.6
D-1.4
D-1.4
D-1.4
D-1.4
TYP.
TYP.
TYP.
TYP.
D-1.4
TYP.28
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
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TYP.
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TYP.
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TYP.
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TYP.
D-1.3
TYP.
D-1.3
TYP.
D-1.3TYP.
D-1.3TYP.
D-1.3TYP.
D-1.3
TYP. 35
D-1.3
TYP.
D-1.3TYP.
D-1.3 TYP.
D-1.3
TYP.
D-1.3
TYP.
D-1.3TYP.
D-1.3
TYP.
KEY PLAN
COURTYARD
AREA
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
D-1.3
TYP. 35
D-1.3
TYP.
D-1.4TYP.
D-1.4
TYP.
D-1.4TYP.
EXISTING CANOPY
(N.I.C.)
D-1.3
TYP.
COURTYARD
D-1.1
TYP.
D-1.2
TYP.
D-1.2
TYP.
D-1.2
TYP.
D-1.2
TYP.
R-1.6
ENLARGED NEW ROOF PLAN - ROOF AREA "B1"
1/4" = 1'
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C
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CA
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DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
G R
EE
N
V
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C
O U
N
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A N
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A
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A R
E R
O O
F R
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PR
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5-
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S:
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A D
G R
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, S
C
NORTH
NEW ROOF PLAN - ROOF
AREA "C", "C1" & "D"
R-1.7
NEW ROOF PLAN - ROOF AREA "C", "C1" & "D"
1/8" = 1'
R-1.7
D-1.4
D-1.3
D-1.3
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
TYP.
TYP.
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
D-1.3
D-1.3
D-1.3
D-1.3
TYP.
D-1.3
D-1.3
D-1.3
D-1.3
TYP.37
D-1.4
TYP.
D-1.3TYP.
D-1.3
TYP.
D-1.4
D-1.4
TYP.
TYP.
D-1.3
TYP.
D-1.3
TYP.
TYP.
D-1.3 TYP.
D-1.3
TYP.TYP.34
D-1.3
TYP. 33
D-1.3
TYP.
D-1.3
TYP.TYP.
D-1.4
TYP.
D-1.4 TYP.
TYP.
D-1.3
TYP.TYP.34
D-1.3
TYP. 33
D-1.3
TYP.
D-1.4
TYP.TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.3
TYP.
D-1.3
TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.4
TYP.
KEY PLAN
D-1.4
TYP.
D-1.4
TYP.
D-1.4
TYP.
D-1.3
TYP.
D-1.3
TYP.
COURTYARD
CLERESTORY WITH PAVILION
METAL ROOFING (N.I.C.)
D-1.2
D-1.2
D-1.2
D-1.2
TYP.
TYP.
TYP.
TYP.
D-1.1
TYP.
R-1.7
NEW ROOF PLAN - ROOF AREA "C1"
1/4" = 1'
STAIRS
AutoCAD SHX Text a
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SL
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SL
O
PE
SL
O
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OF
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DS/SP DS/SPGEJDS/SP DS/SP
DS/SP DS/SPGEJDS/SP DS/SPDS/SPDS/SP
AD
RD
DS
D S/
SB
D S/
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B1
SLOPE SLOPE
DS/SB
C1
SL
O
PE
SL
O
PE
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
G R
EE
N
V
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LE
C
O U
N
TY
A N
IM
A
L C
A R
E R
O O
F R
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NORTH
TAPER PLAN - ROOF
AREA "A", "B1" & "C1"
R-1.8
TAPER PLAN - ROOF AREA "A"
3/16" = 1'
R-1.8
NOTES:
1. TAPER CRICKETS TO BE INSTALLED AT HIGH SIDE OF
ALL ROOF CURB PENETRATIONS.
2. TAPERED CRICKETS TO BE INSTALLED WITH A 2 TO 1
LENGTH RATIO.
3. MIN. 4'X4' TAPERED SUMP TO BE PROVED AT ROOF
DRAIN LOCATIONS.
KEY PLAN
COURTYARD
A
A
R-1.8
TAPER PLAN - ROOF AREA "B1"
1/4" = 1'
R-1.8
TAPER PLAN - ROOF AREA "C1"
1/4" = 1'
A1
C1
B1
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EXISTING CONCRETE
ROOF DECK
VAPOR BARRIER
FULLY ADHERED
THERMOPLASTIC ROOF
MEMBRANE
POLYISOCYANURATE TAPER
INSULATION
BASE LAYER POLYISOCYANURATE
INSULATION
GYPSUM COVERBOARD
EXISTING METAL DECK
POLYISOCYANURATE TAPER
INSULATION
BASE LAYER POLYISOCYANURATE
INSULATION
ROOF AREA "A1"
ROOF AREAS "B1" & "C1"
FULLY ADHERED
THERMOPLASTIC ROOF
MEMBRANE
GYPSUM COVERBOARD
INSULATION SYSTEM
EXISTING ROOF DECK
WOOD CANT STRIP
WOOD NAILERS ATTACHED
TO THE ROOF DECK
ROOF MEMBRANE SYSTEM
BASE FLASHING SYSTEM
FASTENERS 8" O.C.
SHEET METAL
COUNTERFLASHING
STAINLESS STEEL
GASKETED FASTENERS
FLASHING INSTALLED IN A
WATER SHEDDING FASHION
STAINLESS STEEL DRAW
BAND SECURING THE
UMBRELLA TO STACK
SEALANT
8" MIN.
EXISTING VENT PIPE
PENETRATION
UMBRELLA (NOT SHOWN
FOR CLARITY) SEE PITCH
PAN DETAIL
SEALANT
STAINLESS STEEL
DRAWBAND
PREFABRICATED
PIPE BOOT
ROOF MEMBRANE
SYSTEM ATTACHED
AROUND PERIMETER
OF PENETRATION
INSULATION SYSTEM
EXISTING ROOF DECK
8" MIN.
STAINLESS STEEL DRAWBAND
POURABLE FILLER SLOPED
TO DRAIN WATER OVER
SIDE OF PITCH PAN
POLYMER CLAD PITCH PAN
PITCH PAN STRIPPED IN WITH
ROOF MEMBRANE TARGET
(SEALANT PROVIDED AT
TERMINATION OF MEMBRANE
TO PITCH PAN)
INSULATION SYSTEM
EXISTING ROOF DECK
NON-SHRINK GROUT
SHEET METAL UMBRELLA
SEALANT
NAILERS MATCHING
THE INSULATION
SYSTEM HEIGHT
2" MINIMUM CLEARANCE
ROOF MEMBRANE SYSTEM
8" MIN.
EXISTING ROOF DECK
INSULATION SYSTEM
ROOF MEMBRANE SYSTEM
BASE FLASHING SYSTEM
PREFABRICATED OUTSIDE
CORNER PATCH
APPROPRIATE BONDING ADHESIVE
FASTENERS 8" O.C.
SHEET METAL COUNTERFLASHING
STAINLESS STEEL GASKETED
FASTENERS 12" O.C.
EXISTING ROOF CURB
ROOF TOP EQUIPMENT
EXISTING LOUVER
EXISTING ROOF DECK
INSULATION SYSTEM
COUNTERFLASHING ATTACHED
12" O.C. WITH STAINLESS STEEL
GASKETED FASTENERS
2" WIDE WIND CLIPS 24" O.C.
EXISTING WALL
SYSTEM
SILL PAN WITH END
AND SIDE DAMS
NAILERS MATCHING
THE INSULATION
SYSTEM HEIGHT
BASE FLASHING SYSTEM
6" X 6" GUTTER
GUTTER STRAPS
PROVIDED AT 36"
O.C.
EDGE METAL
WITH FASTENERS
(STAGGERED)
ASPHALT SHINGLE
STARTER COURSE
UNDERLAYMENT
STRIPPING IN EDGE
METAL
SELF ADHERING
UNDRLAYMENT SYSTEM
EXISTING ROOF
DECK
EXISTING WALL
SYSTEM
SHEET METAL
WALL PANELS
GUTTER BRACKETS
CLADDED IN SHEET
METAL 36" O.C. OFFSET
FROM GUTTER STRAPS
UNDERLAYMENT
SYSTEM
COPING SYSTEM
SHEET METAL FLASHING UP SIDES
OF OPENING, ATTACHED ON
INTERIOR FACE OF WALL WITH
STAINLESS STEEL GASKETED
FASTENERS 12" O.C. AND LOCKED
ONTO CLEAT ON EXTERIOR FACE
OF WALL
COPING SYSTEM
SELF ADHERED UNDERLAYMENT
OVERLAPPING WALL MIN. 3" IN
ALL DIRECTIONS
SELF ADHERED
UNDERLAYMENT
EXTENDING OVER
AND AROUND
WALL MIN. 3"
EXISTING WALL
SYSTEM
OVERLAP SIDE
FLASHING OVER
OUTSIDE PLATE IN
A WATER SHEDDING
FASHION
PIPE / CONDUIT
PIPE / CONDUIT
SUPPORT
SACRIFICIAL STRIP OF
ROOF MEMBRANE
ROOF MEMBRANE
SYSTEM
STRAP
STRAP
PIPE SUPPORT
PIPE SUPPORT BASE
PROTECTION MATNOTE:
1. AT ALL CONDENSATION LINES.
NOTE:
1. AT ALL GAS LINES.
COPING SYSTEM
TWO PIECE COUNTERFLASHING
COVERING THE TOP OF THE
COPING TERMINATION
FLASHING ATTACHED WITH
STAINLESS STEEL GASKETED
FASTENERS AND WIND CLIPS
SEALANT
SET SHEET METAL COVER
PLATE IN TWO STRIPS OF
BUTYL SEALANT/TAPE ON
ALL SIDES
APPROPRIATE
FASTENERS AS
INDICATED
SEALANT AT TOP
OF SHEET METAL
COUNTERFLASHING
SHEET METAL
COUNTERFLASHING
EXISTING ROOF DECK
INSULATION SYSTEM
COUNTERFLASHING ATTACHED
12" O.C. WITH STAINLESS STEEL
GASKETED FASTENERS
2" WIDE WIND CLIPS 24" O.C.
BASE TRIM AND
COUNTERFLASHING RECEIVER
SHEET METAL WALL PANELS
EXISTING WALL
SYSTEM
UNDERLAYMENT
SYSTEM
BASE FLASHING SYSTEM
8" MIN.
12" MIN.
ROOF MEMBRANE SYSTEM
NAILERS MATCHING
THE INSULATION
SYSTEM HEIGHT
CAST IRON ROOF
DRAIN STRAINER
WATER BLOCK/APPROPRIATE
SEALANT BETWEEN ROOF
MEMBRANE AND DRAIN BOWL
EXISTING CAST IRON DRAIN BOWL
ROOF MEMBRANE SYSTEM
STAINLESS STEEL ROOF
DRAIN BOLTS
CAST IRON CLAMPING RING
BASE LAYER OF INSULATION
ROOF DRAIN SUMP
BONDING ADHESIVE
NOTE:
1. ALL ROOF DRAINS TO BE REPLACED.
INSULATION
SYSTEM
EXISTING ROOF
DECK
FULLY ADHERED
THERMOPLASTIC
ROOF MEMBRANE
D-1.1 N.T.S.
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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D-1.1 N.T.S.
D-1.1 N.T.S.
D-1.1 N.T.S.
D-1.1
D-1.1
D-1.1
D-1.1
D-1.1
D-1.1
D-1.1
D-1.1
LOW SLOPE DETAILS
N.T.S. N.T.S. N.T.S. N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.
GAS LINE & CONDISATION LINE SUPPORT
GUTTER TERMINATION @ WALL PANELS
OVERFLOW & COPING HEIGHT CHANGEBASE FLASHING AT LOUVER
BASE FLASHING WITH WALL PANELSROOF CURBPITCH PAN
VENT THROUGH ROOFSTACKROOF DRAINLOW SLOPE ROOF ASSEMBLY
D-1.1COPING TERMINATION
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EDGE METAL ATTACHED
3" O.C. STAGGERED TO
PERIMETER NAILERS
CLEAT ATTACHED 6"
O.C. STAGGERED TO
PERIMETER NAILERSNAILERS TO BE
PROVIDED MATCHING
THE MAX. HEIGHT OF
LWIC; 2X6 ON TOP
EDGE METAL SKIRT FLASHING
EXTENDING OVER EXTERIOR
WALL A MIN. OF 2"
CLEAT ATTACHED
AT 6" O.C.
ROOF DECK
EXISTING CURTAIN
WALL SYSTEM
INSULATION
SYSTEM
THERMOPLASTIC STRIP-IN
PLY
EDGE METAL SET IN
BUTYL SEALANT
EQUAL
EQUAL
FULLY ADHERED
THERMOPLASTIC
ROOF MEMBRANE
STAINLESS STEEL GASKETED
FASTENERS
BASE FLASHING SYSTEM
FULLY ADHERED THERMOPLASTIC
ROOF MEMBRANE
INSULATION SYSTEM
EXISTING ROOF DECK
SHEET METAL WALL PANELS
SELF ADHERING
UNDERLAYMENT
STAINLESS STEEL GASKETED
FASTENERS
STAINLESS STEEL GASKETED
FASTENERS
FIBERBOARD WALL PANELS
EXISTING SUBSTRATE
BASE FLASHING SYSTEM
FULLY ADHERED THERMOPLASTIC
ROOF MEMBRANE
INSULATION SYSTEM
EXISTING ROOF DECK
SUPPORT
SELF ADHERING UNDERLAYMENT
TURNED DOWN BOTH SIDES A MINIMUM
OF 3"
STAINLESS STEEL GASKETED FASTENERS
12" O.C.
BASE FLASHING ATTACHED 8" O.C.
COUNTERFLASHING AND COUNTERFLASHING
RECEIVER ATTACHED 12" O.C. WITH STAINLESS
STEEL GASKETED FASTENERS
BASE FLASHING SYSTEM
FULLY ADHERED THERMOPLASTIC ROOF
MEMBRANE
WOOD CANT STRIP
INSULATION SYSTEM
EXISTING ROOF DECKNAILERS MATCHING THE
INSULATION SYSTEM
HEIGHT
D-1.2 N.T.S.
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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D-1.2 N.T.S.
D-1.2 N.T.S.
D-1.2 N.T.S.
D-1.2
D-1.2
D-1.2
D-1.2
D-1.2
D-1.2
D-1.2
D-1.2
LOW SLOPE DETAILS
N.T.S. N.T.S. N.T.S. N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.
BASE FLASHING AT PANEL SYSTEM AT AREAS
"B1" AND "C1"
BASE FLASHING AT METAL WALL PANEL
AT AREAS "B1" AND "C1"ROOF EDGE AT AREAS "B1" AND "C1"
D-1.2
AREA DIVIDER
DETAIL NOT USED
DETAIL NOT USEDDETAIL NOT USEDDETAIL NOT USEDDETAIL NOT USED
DETAIL NOT USED DETAIL NOT USED DETAIL NOT USED
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NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND
MATCH EXISTING CONDITIONS DURING RE-INSTALLATION OF
FRAMING / SUBSTRATE / STEEP SLOPE ROOF SYSTEM.
2. ROOF AREAS WITH NAIL BASE PANELS SHALL HAVE ADDITIONAL
PLATES & FASTENERS SECURES TO THE DECK AT ALL LOOSE OR
MISSING LOCATIONS.
SELF-ADHERED
UNDERLAYMENT
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
LENGTH 36" TO 39-3/8"
NOTES:
1. SIX (6) FASTENERS ARE REQUIRED TO BE
INSTALLED PER SHINGLE INSTALLATION.
2. FASTENING PATTERN LAYOUT MAY VARY
BASED ON MANUFACTURER
REQUIREMENTS.
EQUAL1"
WIDTH
12" TO 13-1/4"
CORRECT NAILING
UNDERDRIVEN OVERDRIVEN CROOKED
NOTES:
1. 3/4" MINIMUM PENETRATION INTO
WOOD DECK.
2. ALL REQUIREMENTS PER NRCA STEEP
SLOPE ROOFING MANUAL IS REQUIRED.
INCORRECT
EXISTING
PLYWOOD
ROOF DECK
ASPHALT
SHINGLES
INADEQUATE
ANCHORAGE
TOO DEEP, DAMAGED SHINGLE
INADEQUATE DECK PENETRATION
3/8" MIN.
DIAMETER
1/4"
MIN. SECOND COURSE
THIRD COURSE
FULL SHINGLE
STARTER STRIP
RAKE EDGE
FIRST COURSE, FULL
SHINGLE
NOTES:
1. DIMENSION OF STAGGER PER
MANUFACTURER REQUIREMENTS.
2. UNDERLAYMENT SYSTEM NOT SHOWN
FOR CLARITY.
SHINGLE ADHESIVE
STARTER STRIP
PREFABRICATED BOOT
FLASHING
MASTIC UNDER
PERIMETER OF SHINGLES
FASTENERS ATTACHING
LEAD UNDER SHINGLES
ON UPSLOPE SIDE
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
SHEET METAL FLASHING
SET IN BED OF MASTIC
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
STACK PENETRATION
FASTENERS ATTACHING
SHEET METAL UNDER
SHINGLES ON UPSLOPE SIDE
STEP FLASHING EXTENDING
PAST ROOF CURB
EXTEND SELF ADHERING UNDERLAYMENT
UP VERTICAL FACE OF CURB 4" PRIOR
INSTALLATION OF APRON STEP FLASHING
SHEET METAL APRON FLASHING
COUNTERFLASHING
ATTACHED TO TOP
OF ROOF CURB
EXISTING ROOF CURB
FLASHING AT RIDGE
EXTENING DOWN SLOPE
MIN. 3"
CRICKET ON UPSLOPE
/ HIGH SIDE OF CURB
FLANGES STRIPPED IN
WITH SELF ADHERING
UNDERLAYMENT
FASTENERS ATTACHING
SHEET METAL UNDER
SHINGLES ON UPSLOPE
SIDE SHINGLE SYSTEM
GRAVITY VENT TO
BE REPLACED
SHEET METAL FLASHING
SET IN BED OF MASTIC
MASTIC UNDER
PERIMETER OF SHINGLES
SELF-ADHERED
UNDERLAYMENT
SYSTEM
SELF ADHERED
UNDERLAYMENT
FULL ROLL WIDTH
AT EAVE
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
STARTER STRIP
GUTTER STRAPS
ATTACHED TO
GUTTER 30" O.C.
STAGGERED WITH
GUTTER BRACKETS
SELF ADHERED
UNDERLAYEMENT
STRIPPING IN EDGE
METAL
EDGE METAL
ATTACHED 12" O.C.
SHEET METAL
GUTTER (6" X 6")
GUTTER BRACKETS,
CLADDED IN SHEET
METAL, 30" O.C.
EXTENSION SHEET
METAL FASCIA
8" MINIMUM
4"
MIN.
RAKE EDGE
4"
MIN.
4" MIN.
GUTTER SYSTEM
DOWNSPOUT INLET SET IN
BUTYL SEALANT, RIVETED,
AND SET IN GUTTER
DOWNSPOUT
STRAP ONE AT
TOP, ONE AT
BOTTOM, AND
FIVE FEET O.C.
DOWNSPOUT 4" x 5"
CONCRETE SPLASH
BLOCK AT GRADE
24" 12" 36"
36"
STRIATIONS TO SLOW WATER
STAINLESS STEEL SPLASH PAN
ADHERED TO SACRIFICIAL PIECE
OF ROOF MEMBRANE SYSTEM AT
LOW SLOPE ROOFS
SACRIFICIAL PIECE OF ROOF
MEMBRANE ADHERED TO
ROOF MEMBRANE SYSTEM
STORM DRAIN
CONNECTION
SHEET METAL GUTTER
SHEET METAL COVER
LAPPED OVER EXPANSION
JOINT END CAPS AND
ATTACHED TO ONE SIDE
GUTTER END CAP SET
IN BUTYL SEALANT
AND RIVETED 1" O.C.
SHEET METAL COVER
ATTACHED TO ONE
SIDE OF GUTTER
2 STRIPS OF BUTYL
TAPE/SEALANT BOTH SIDES
SELF-ADHERED
UNDERLAYMENT
SYSTEM
SELF ADHERED
UNDERLAYMENT FULL
ROLL WIDTH AT EAVE
8" MINIMUM
RAKE EDGE
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
STARTER STRIP
SELF ADHERED
UNDERLAYEMENT
STRIPPING IN EDGE
METAL
EDGE METAL
ATTACHED 12" O.C.
SHEET METAL FASCIA
4"
MIN.
4"
MIN.
D-1.3 N.T.S.
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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D-1.3 N.T.S.
D-1.3 N.T.S.
D-1.3 N.T.S.
D-1.3
D-1.3
D-1.3
D-1.3
D-1.3
D-1.3
D-1.3
D-1.3
SHINGLE DETAILS
N.T.S. N.T.S. N.T.S. N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.
GUTTER EDGE JOINTDOWNSPOUT
GRAVITY VENTROOF CURBSTACK
D-1.3ROOF EDGE WITH GUTTER
ARCHITECTURAL SHINGLE ASSEMBLY SHINGLE INSTALLATION FASTENER LAYOUT SHINGLE FASTENING STANDARD
ROOF EDGE
VENT THROUGH ROOF
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SELF ADHERED
UNDERLAYMENT
SHEET METAL
FASCIA
EDGE METAL
ATTACHED 12" O.C.
STARTER STRIP
SELF ADHERED
UNDERLAYMENT
EXISTING
ROOF DECK
ARCHITECTURAL
SHINGLE SYSTEM
EXISTING ROOF DECK
SELF ADHERED
UNDERLAYMENT SYSTEM
VENTING
RIDGE VENT
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
SELF ADHERED
UNDERLAYMENT
ROOF CEMENT/MASTIC
EXTENDING FULL
LENGTH OF VALLEY
ADHESIVE STRIP
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
SHEET METAL
STEP FLASHING
LAMINATED
ARCHITECTURAL
SHINGLE SYSTEM
EXISTING
ROOF DECK
UNDERLAYMENT
SYSTEM
EXISTING UNDERLAYMENT
SYSTEM
EXISTING SHEET
METAL FLASHING
PAINTED TREATED
NAILER MATCHING
EXISTING
SELF ADHERING
UNDERLAYMENT
EXTENDING UP
VERTICAL WALL
MINIMUM 4"
SIDING/TRIM SHALL
REMAIN MINIMUM 1"
ABOVE SHINGLE
ROOF SYSTEM
REMOVE AND REINSTALL
EXISTING SHEET METAL
WALL PANELS
2" WIDE WIND CLIPS 24" O.C.
SHINGLE ROOF SYSTEM
APRON FLASHING ATTACHED
TO SUBSTRATE 12" O.C.
SHEET METAL
COUNTERFLASHING
EXISTING EIFS
ASSEMBLY
D-1.4 N.T.S.
DESIGNED: DANIEL ATWELL
CONSTRUCTION DOCUMENTS
PROJECT NUMBER: 2025-210
DATE: 01-09-2026
COLUMBIA AREA OFFICE
1611 CHAPIN ROAD
CHAPIN, SOUTH CAROLINA
EMAIL:CHRIS@WMBECONSULTANTS.COM
EMAIL:DANIEL@WMBECONSULTANTS.COM
CHARLESTON AREA OFFICE
217 N. LIVE OAK DRIVE
MONCKS CORNER, SOUTH CAROLINA
EMAIL:JOE@WMBECONSULTANTS.COM
THESE DRAWINGS ARE THE PROPERTY OF:
WM BUILDING ENVELOPE
CONSULTANTS, LLC
THE REPRODUCTION, COPYING OR OTHER
USE OF THESE DRAWINGS WITHOUT THEIR
WRITTEN CONSENT IS PROHIBITED AND
MAY BE SUBJECT TO LEGAL ACTION.
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D-1.4 N.T.S.
D-1.4 N.T.S.
D-1.4 N.T.S.
D-1.4
D-1.4
D-1.4
D-1.4
D-1.4
D-1.4
D-1.4
D-1.4
SHINGLES DETAILS
N.T.S. N.T.S. N.T.S. N.T.S.
N.T.S. N.T.S. N.T.S. N.T.S.
DETAIL NOT USEDDETAIL NOT USEDDETAIL NOT USEDDETAIL NOT USED
DETAIL NOT USEDDETAIL NOT USEDDETAIL NOT USEDHEAD TERMINATION
VALLEYRAKE
D-1.4
RIDGE SIDE WALL FLASHING
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| Sheets and Views |
| 24x36 Model-R-1.0 |
| 24x36 Model-R-1.1 |
| 24x36 Model-R-1.2 |
| 24x36 Model-R-1.3 |
| 24x36 Model-R-1.4 |
| 24x36 Model-R-1.5 |
| 24x36 Model-R-1.6 |
| 24x36 Model-R-1.7 |
| 24x36 Model-R-1.8 |
| 24x36 DETAILS-D-1.1 |
| 24x36 DETAILS-D-1.2 |
| 24x36 DETAILS-D-1.3 |
| 24x36 DETAILS-D-1.4 |
File details come from the government source that posted it. Updated .