R25RAL-051_Buggy Building Roof Replacement_DRAWINGS.pdf

COVER

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING ROOF REPLACEMENT

NORTH

PLAN

DATE: SEPTEMBER 28, 2026

REI PROJECT NO. R25RAL-051

VICINITY MAP1 SCALE: N.T.S.

SITE PLAN2 SCALE: N.T.S.

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

G-001

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

DRAWING INDEX:

G-001 COVER

G-002 BUILDING CODE SUMMARY

XR101 ROOF PLAN

XR301 ROOF SYSTEMS

XR501 DETAILS

XR502 DETAILS

XR503 DETAILS

XR504 DETAILS

ABBREVIATION LIST:

AB ABANDONED

ALUM. ALUMINUM

BLDG. BUILDING

CJ CONTROL JOINT

DS DOWNSPOUT

EJ EXPANSION JOINT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EX. EXISTING

GALV. GALVANIZE

GA. GAUGE

HT HEIGHT

MAX. MAXIMUM

MIN. MINIMUM

N.I.C NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

O.C. ON CENTER

OF OVERFLOW

PS PRESSURE SENSITIVE

PVC POLYVINYL CHLORIDE

RPLC. REPLACEMENT

SF SQUARE FEET

S.S. STAINLESS STEEL

SIM. SIMILAR

TERM. TERMINATE/TERMINATION

TYP. TYPICAL

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE PROPERTY

OF REI ENGINEERS, INC. (REI) AND REI

RETAINS ALL RIGHTS THEREIN, INCLUDING

COPYRIGHTS. IT MAY ONLY BE USED IN A

MANNER CONSISTENT WITH REI'S RIGHTS

WHILE REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR ANY

OTHER PURPOSE EXCEPT WITH THE

EXPRESS WRITTEN AGREEMENT OF, AND

COMPENSATION TO, REI ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS AND

EQUIPMENT PENETRATION LOCATIONS

ARE FOR INFORMATION ONLY.

CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL INFORMATION PROVIDED.

3. ONLY ONE DETAIL INDICATOR MAY BE

SHOWN FOR EACH TYPE OF ROOF

PENETRATION. ALL OTHER SIMILAR

PENETRATIONS ARE TO BE FLASHED AS

REQUIRED BY THE TYPICAL DETAIL

INDICATOR, UNLESS OTHERWISE NOTED.

4. NOTES ARE INTENDED TO PROVIDE

TYPICAL LOCATIONS OF WORK. IT IS THE

CONTRACTORS RESPONSIBILITY TO

QUANTIFY ALL LOCATIONS.

DETAIL NOTES

1. LIGHT LINES REPRESENT EXISTING

CONSTRUCTION TO REMAIN AND DARK

LINES REPRESENT NEW COMPONENTS TO

BE PROVIDED.

ELEVATION NOTES

1. ELEVATIONS ARE PROVIDED FOR

REFERENCE. ACTUAL CONDITIONS MAY

VARY ON EACH BUILDING ELEVATION.

CONTRACTOR SHALL FIELD VERIFY

CONDITIONS PRESENT ON EACH

ELEVATION.

BUILDING CODE REFERENCE:

2018 NCSBC: BUILDING CODE

2018 NCSBC: ENERGY CONSERVATION CODE

2018 NCSBC: EXISTING BUILDING CODE

2018 NCSBC: FIRE PREVENTION CODE

2018 NCSBC: FUEL GAS CODE

2018 NCSBC: MECHANICAL CODE

2018 NCSBC: PLUMBING CODE

LEE CO.

BUGGY BUILDING

LEE CO.

BUGGY BUILDING

S. HORNER BLVD

BRAGG ST.

S. HORNER BLVD

H

AW

KI

N

S

AV

E

MCLVER ST

C H

ATH

AM

ST.

CHARLOTTE AVE

CARTHAGE ST.

S. M

OORE ST

HAW

KINS AVE

N. M

OORE ST

DEPOT PK ST

N. STEELE ST.

S. STEELE ST

WICKER ST

MCLVER ST

C

H

ATH

AM

ST

S. 1ST ST

JEN

KIN

S ST

M

AR

KET ST.

MAPLE AVE.

LEE COUNTY BID NO. 4263-01-27

BUILDING CODE

SUMMARY

BUILDING CODE SUMMARY1 SCALE: N.T.S.

THE ORIGINAL DRAWING

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IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

G-002

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

2018 APPENDIX B

BUILDING CODE SUMMARY

FOR COMMERCIAL ROOF REPLACEMENT PROJECTS

(EXCEPT 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES)

Name of Project:

Address:

Owner/ Authorized Agent: Ryan Faulk Email:

Owned By:

Code Enforcement Jurisdiction:

rfaulk@leecountync.gov City/County City

ENGINEER:

FIRM

REI Engineers

Phone #:

Private County

State State

NAME

Mark Iakovenko

LICENSE #

060855

PHONE #

919-845-1450

EMAIL

miakovenko@reiengineers.com

(919 718-4622)

Lee County Buggy Building Roof Replacement 115 Chatham Street, Sanford, NC 27330

Lee

2018 NORTH CAROLINA CODE FOR:

Roof Replacement Roof Recover Roof Repair

2018 NORTH CAROLINA EXISTING BUILDING CODE

CHAPTER 5 CLASSIFICATION OF WORK:

Section 503: Alteration – Level 1 (Renovation) 2 (Alteration)

Section 504: Alteration – Level Section 505: Alteration – Level 3 (Reconstruction)

BASIC BUILDING DATA

Constructed Date: Construction Type:

(check all that apply)

Sprinklers:

Standpipes:

Fire District:

Building Height: Roof Area:

Allowable Area:

I-A

I-B

No

No

No

II-A

II-B

Partial

Yes:

feet square feet square feet

III-A

III-B

Yes:

Class:

Yes (Primary)

IV

NFPA 13

V-A

V-B

NFPA 13R

NFPA 13D

Wet Dry

OCCUPANCY

Assembly:

Business:

Educational:

Factory:

High Hazard:

Institutional:

Mercantile:

Residential:

Storage:

Utility:

A-1

B

E

A-2 A-3 A-4 A-5

F-1 (Moderate)

H-1 (Detonate)

I-1 Condition 1

M

R-1 R-2

S-1 (Moderate)

U

F-2 (Low Hazard)

H-2 (Deflagrate)

I-1 Condition 2

R-3

H-3 (Combust)

I-2

R-4

S-2 (Low Hazard)

H-4 (Health)

I-3

H-5 (HPM)

I-4

FIRE PROTECTION REQUIREMENTS

BUILDING ELEMENT

FIRE PROTECTION RATING

REQUIRED PROVIDED

DESIGN # FOR

RATED

ASSEMBLY COMMENTS

Components & Cladding Wind Uplift Resistance: (ASCE 7-10)

Basic Wind Speed Internal Pressure Coeff.

Wind Uplift Nominal Design Pressures:

0.18 mph Risk Category II Exposure Category B

ENERGY SUMMARY

Roof Assembly Description:

Number of Skylights:

Existing R-Value:

Allowable Height: feet

Number of Stories:

Allowable Stories:

Roof System Dead Load

Replacement System:

Existing System:

Code Compliance:

Min. Required R-value:

u-Value of each Skylight: 0 Total Sq. Ft. of Skylights 0

R-Value of Insulation (min):

8,36934 4

Roof Construction All Sectors N/A N/A Type III-B Construction

STRUCTURAL SUMMARY

Zone 1 (Field) Zone 2 (Perimeter) psf psf

Zone 3 (Corner) psf

Zone 4 (Field) Zone 5 (Perimeter) psf psf

Positive Zone 4 and 5 psf

Refer to Specification Section 01 11 00 Summary of Work

R-24.69

2018 NCEBC

Not less than existing

R-48.79

-19.4 -32.6 -49.0

-19.2 -23.7 17.8

4.62 psf

3.19 psf

N/A

57,000

Sector A

3.57 psf

3.22 psf

Sector B

4.22 psf

3.22 psf

Sector C

Sector A Sector B Sector C

R-18.49 R-23.99

R-18.49 R-20.07

HVAC HVAC

HVAC

HVAC

S

S

DSDS DSDSEJEJ

F

F

SECTOR A

33'-6" BLDG. HT.

6,060 SQ. FT.

F

SECTOR C

36'-11" BLDG. HT.

71 SQ. FT.

DS DSDSEJ EJ

1-1/4 :12

1-1/4 :12

XR501

XR501

XR501

XR502

XR501

XR502

XR502

XR501

TYP.

TYP.

TYP.

TYP.

XR502

TYP.

139'-5"

58'

21'

18'

21'-2"

S

S

1-1/4 :12

1-1/4 :12

XR501

XR502

TYP.

XR501

TYP.

XR501

TYP.

DS

8'

8'

8'

8'

SECTOR B

33'-6" BLDG. HT.

2,238 SQ. FT.

XR502

XR502

TYP.XR501

XR503

XR503

R R R R R R R R R R R R R R

XR501

XR501

XR502

F

SECTOR C

36'-11" BLDG. HT.

71 SQ. FT.

XR502

XR501

9'

7'-10"

TYP.

XR504

TYP.

XR504

TYP.

NORTH

PLAN

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE

PROPERTY OF REI ENGINEERS, INC.

(REI) AND REI RETAINS ALL RIGHTS

THEREIN, INCLUDING COPYRIGHTS. IT

MAY ONLY BE USED IN A MANNER

CONSISTENT WITH REI'S RIGHTS WHILE

REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR

ANY OTHER PURPOSE EXCEPT WITH

THE EXPRESS WRITTEN AGREEMENT

OF, AND COMPENSATION TO, REI

ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS

AND EQUIPMENT PENETRATION

LOCATIONS ARE FOR INFORMATION

ONLY. CONTRACTOR IS RESPONSIBLE

TO FIELD VERIFY ALL INFORMATION

PROVIDED.

3. ONLY ONE DETAIL INDICATOR MAY BE

SHOWN FOR EACH TYPE OF ROOF

PENETRATION. ALL OTHER SIMILAR

PENETRATIONS ARE TO BE FLASHED

AS REQUIRED BY THE TYPICAL DETAIL

INDICATOR, UNLESS OTHERWISE

NOTED.

4. NOTES ARE INTENDED TO PROVIDE

TYPICAL LOCATIONS OF WORK. IT IS

THE CONTRACTORS RESPONSIBILITY

TO QUANTIFY ALL LOCATIONS.

SHEET NOTES:

1. PROVIDE DIVIDER WALL OR TAPERED

EDGE STRIP AS NECESSARY TO

PROVIDE SMOOTH TRANSITION.

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

XR101

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

ELEVATION CHANGE

STRUCTURAL SLOPE

TAPERED INSULATION SLOPE

HVAC UNITHVAC

R RIDGE

ROOF HATCH

F EXHAUST FAN

SOIL PIPE

PARAPET WALL

GUTTER EDGE

KEY

S

MULTIPLE PIPE PENETRATION

EJ DS

ANTENNA

DETAIL INDICATOR#

SHT

ROOF PLAN1 SCALE: 1/8" = 1'-0" 08 168

1/8" = 1'-0"

WIND ZONES

ZONE 1 (FIELD)

ZONE 3 (CORNER)

ZONE 2 (PERIMETER)

ROOF AREA

XX' BLDG. HT.

XX SQ. FT. ROOF AREA INDICATOR

ROOF EDGE

ROOF PLAN

EQUIPMENT SUPPORT CURB

NOTE NO.#

TAPERED INSULATION

EXISTING SYSTEM - SECTOR A1 SCALE: 3" = 1'-0"

REPLACEMENT SYSTEM - SECTOR A2 SCALE: 3" = 1'-0"

NOTES:

1. ROOF SYSTEM SHALL BE A TESTED ASSEMBLY IN ACCORDANCE WITH FM 4474, UL 580 OR UL 1897 TO

RESIST THE WIND UPLIFT PRESSURES SPECIFIED ON SHEET G-002 OF THE CONTRACT DOCUMENTS.

PROVIDE SUBMITTAL INCLUDING DOCUMENTATION OF TESTED ASSEMBLY ALONG WITH ATTACHMENT

REQUIREMENTS FOR THE ASSEMBLY.

2. ANY WHOLE OR PARTIAL INSULATION BOARD OR PORTION OF ANY BOARD WHICH FALLS IN THE PERIMETERS & CORNERS OUTLINED SHALL BE SUBJECT TO THE FASTENING REQUIREMENTS FOR THE

HIGHEST WIND ZONE ENCOUNTERED, ACROSS THE ENTIRE BOARD.

3. CONTRACTOR TO PAINT SCREWS TO MATCH ROOF DECK.

NOTES:

1. EXISTING ROOF SYSTEM COMPOSITION SHOWN IS BASED UPON RANDOM SAMPLING AT TEST CUT

LOCATIONS.

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY INFORMATION PROVIDED.

3. REMOVE COMPONENTS DOWN TO THE EXISTING WOOD PLANK DECK, WHICH IS TO REMAIN.

EXISTING WOOD PLANK DECK

EXISTING 3" POLYISOCYANURATE INSULATION

EXISTING EPDM ROOF MEMBRANE

EXISTING SILICONE COATING

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

TAPERED INSULATION SYSTEM

HOT-AIR WELD

4"

EXISTING SYSTEM - SECTOR B3 SCALE: 3" = 1'-0"

REPLACEMENT SYSTEM - SECTOR B4 SCALE: 3" = 1'-0"

NOTES:

1. ROOF SYSTEM SHALL BE A TESTED ASSEMBLY IN ACCORDANCE WITH FM 4474, UL 580 OR UL 1897 TO

RESIST THE WIND UPLIFT PRESSURES SPECIFIED ON SHEET G-002 OF THE CONTRACT DOCUMENTS.

PROVIDE SUBMITTAL INCLUDING DOCUMENTATION OF TESTED ASSEMBLY ALONG WITH ATTACHMENT

REQUIREMENTS FOR THE ASSEMBLY.

2. ANY WHOLE OR PARTIAL INSULATION BOARD OR PORTION OF ANY BOARD WHICH FALLS IN THE PERIMETERS & CORNERS OUTLINED SHALL BE SUBJECT TO THE FASTENING REQUIREMENTS FOR THE

HIGHEST WIND ZONE ENCOUNTERED, ACROSS THE ENTIRE BOARD.

3. CONTRACTOR TO PAINT SCREWS TO MATCH ROOF DECK.

NOTES:

1. EXISTING ROOF SYSTEM COMPOSITION SHOWN IS BASED UPON RANDOM SAMPLING AT TEST CUT

LOCATIONS.

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY INFORMATION PROVIDED.

3. REMOVE COMPONENTS DOWN TO THE EXISTING WOOD PLANK DECK, WHICH IS TO REMAIN.

EXISTING SYSTEM - SECTOR C5 SCALE: 3" = 1'-0"

REPLACEMENT SYSTEM - SECTOR C6 SCALE: 3" = 1'-0"

NOTES:

1. ROOF SYSTEM SHALL BE A TESTED ASSEMBLY IN ACCORDANCE WITH FM 4474, UL 580 OR UL 1897 TO

RESIST THE WIND UPLIFT PRESSURES SPECIFIED ON SHEET G-002 OF THE CONTRACT DOCUMENTS.

PROVIDE SUBMITTAL INCLUDING DOCUMENTATION OF TESTED ASSEMBLY ALONG WITH ATTACHMENT

REQUIREMENTS FOR THE ASSEMBLY.

2. ANY WHOLE OR PARTIAL INSULATION BOARD OR PORTION OF ANY BOARD WHICH FALLS IN THE PERIMETERS & CORNERS OUTLINED SHALL BE SUBJECT TO THE FASTENING REQUIREMENTS FOR THE

HIGHEST WIND ZONE ENCOUNTERED, ACROSS THE ENTIRE BOARD.

3. CONTRACTOR TO PAINT SCREWS TO MATCH ROOF DECK.

NOTES:

1. EXISTING ROOF SYSTEM COMPOSITION SHOWN IS BASED UPON RANDOM SAMPLING AT TEST CUT

LOCATIONS.

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY INFORMATION PROVIDED.

3. REMOVE COMPONENTS DOWN TO THE EXISTING WOOD PLANK DECK, WHICH IS TO REMAIN.

EXISTING OSB WOOD DECK

EXISTING 3" POLYISOCYANURATE INSULATION

EXISTING EPDM ROOF MEMBRANE

EXISTING SILICONE COATING

EXISTING OSB WOOD DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/4" COVER BOARD

TAPERED INSULATION SYSTEM

HOT-AIR WELD

4"

EXISTING WOOD PLANK DECK

EXISTING 3" POLYISOCYANURATE INSULATION

EXISTING EPDM ROOF MEMBRANE

EXISTING SILICONE COATING

EXISTING WOOD PLANK DECK

1-1/2" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

HOT-AIR WELD

4"

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

XR301

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

ROOF SYSTEMS

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE PROPERTY

OF REI ENGINEERS, INC. (REI) AND REI

RETAINS ALL RIGHTS THEREIN, INCLUDING

COPYRIGHTS. IT MAY ONLY BE USED IN A

MANNER CONSISTENT WITH REI'S RIGHTS

WHILE REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR ANY

OTHER PURPOSE EXCEPT WITH THE

EXPRESS WRITTEN AGREEMENT OF, AND

COMPENSATION TO, REI ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS AND

EQUIPMENT PENETRATION LOCATIONS

ARE FOR INFORMATION ONLY.

CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL INFORMATION PROVIDED.

SHEET NOTES:

1. FOR DETAILS, LIGHT LINES REPRESENT

EXISTING CONSTRUCTION TO REMAIN AND

DARK LINES REPRESENT NEW

COMPONENTS TO BE PROVIDED.

2. ANY WHOLE OR PARTIAL INSULATION

BOARD OR PORTION OF ANY BOARD WHICH

FALLS IN THE PERIMETERS & CORNERS

OUTLINED SHALL BE SUBJECT TO THE

FASTENING REQUIREMENTS FOR THE

HIGHEST WIND ZONE ENCOUNTERED,

ACROSS THE ENTIRE BOARD.

MECHANICAL CURB1 SCALE: 3" = 1'-0"

MULTIPLE PIPE PENETRATION2 SCALE: 3" = 1'-0"

WOOD PLANK TO PLYWOOD TRANSITION4 SCALE: 3" = 1'-0"

GUTTER EDGE5 SCALE: 3" = 1'-0"

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING ROOF EDGE CONSTRUCTION AND COMPONENTS PRIOR

TO SHEET METAL FABRICATION AND TO CONFIRM DETAIL AS SHOWN WILL PROVIDE POSITIVE

DRAINAGE WITHOUT PONDING WATER. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO

INSTALLATION.

FLASHING MEMBRANE

TERMINATION BAR FASTENED AT 6" O.C.

8" MIN.

FLASHING

HEIGHT

4"

NOMINAL 2" WIDTH WOOD BLOCKING AS REQUIRED TO

ACHIEVE MIN. 8" FLASHING HEIGHT - SECURED AT 12" O.C.

16-GA. GALV. STEEL ZEE SECURED AT 12" O.C.

EXISTING MECHANICAL CURB

REMOVE TO ALLOW FOR FLASHING INSTALLATION AND

SECURE 12" O.C. OR A MIN. OF 2 FASTENERS PER SIDE

HOT-AIR WELD

ROOF MEMBRANE

NOTES:

1. PROPERLY DISCONNECT UNIT TO RAISE AND ALLOW FLASHING INSTALLATION THEN PROPERLY REINSTALL AND CONNECT.

2. EXTEND CURB HEIGHT AND/OR PROVIDE WOOD NAILERS TO PROVIDE MINIMUM 8" FLASHING HEIGHT.

EXISTING DECK VARIES, SEE SHEET XR301

ROOF SYSTEM VARIES, SEE SHEET XR301

SLIP FLASHING

EXISTING HVAC UNIT

FLASHING MEMBRANE

SEALANT

8" MIN.

FLASHING

HEIGHT

TERMINATION BAR FASTENED AT 6" O.C.

4"

HOT-AIR WELD

ROOF MEMBRANE

PROVIDE CLOSURE AS

SHOWN IN FRONT VIEW

FASTENERS 6" O.C.

MIN. TWO (2) PER SIDE

CLOSURE CAP SLOPED

1"/ FT. FOR DRAINAGE

PITCH PAN SECURED 6" O.C. OR A

MIN. OF TWO FASTENERS PER SIDE

NOTES:

1. WHERE PIPES CAN BE SEPARATED WITH 2" MIN. CLEARANCE, PROVIDE FLUID APPLIED FLASHING IN LIEU

OF MULTIPLE PIPE PENETRATION FLASHING. UTILIZE RIGID INSULATION B/W PIPES TO MAINTAIN

SEPARATION.

2. WHERE PIPES ARE VERTICAL, PROVIDE ALTERNATE CLOSURE CAP.

HOT-AIR WELD

PIPE ENCLOSURE FLASHING

POURABLE SEALER

(SLOPED TO SHED WATER)

NON-SHRINK GROUT

1 12" MIN.

FASTENERS

3" O.C. OR MIN.

2 PER SIDE

SEALANT

FRONT ELEVATION

ALTERNATE CLOSURE CAP

PLAN VIEWSECTION

PITCH PAN CAP

RIVET

SEALANT

PITCH PAN CAP

SEALANT

ROOF MEMBRANE

STRIPPING MEMBRANE

2"2"

4" 4"

2"2"

FILL VOID WITH

COMPRESSIBLE INSULATION

CURB WITH RAISED EXTENSION CURB WITH SLIP FLASHING

HOT-AIR WELD

PRE-FABRICATED PIPE FLASHING

STAINLESS STEEL DRAWBAND

SEALANT BETWEEN PIPE AND

FLASHING, TOOLED CONCAVE

EXISTING PIPE PENETRATION

ROOF MEMBRANE

STAINLESS STEEL

DRAWBAND

3"

MIN

3"

MIN

2"

MIN

HOT-AIR WELDS

FLASHING MEMBRANE

HOT-AIR WELD

MEMBRANE CAP

TERMINATE MEMBRANE

@ 6" O.C. OR MIN. OF

FOUR (4) FASTENERS

PER PENETRATION WITH

APPROVED FASTENERS

& PLATES.

ROOF MEMBRANE

NOTES:

1. EXTEND PIPE PENETRATION TO PROVIDE MINIMUM 8" FLASHING HEIGHT.

EXISTING PIPE PENETRATION

2"

MIN.

8" MIN.

FLASHING

HEIGHT

SIZE

VARIES

2"

MIN.

FIELD-WRAPPED PRE-FABRICATED

EXISTING DECK VARIES, SEE SHEET XR301

ROOF SYSTEM VARIES, SEE SHEET XR301

EXISTING CONSTRUCTION

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

HOT-AIR WELD

GUTTER

GUTTER

BRACKET

STRIPPING MEMBRANE

DRIP EDGE

GUTTER SPACER

FASCIA COVER

4"

7"

1"

1"

1"6"

4"

4"

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

TAPERED INSULATION SYSTEM

HOT-AIR WELD

TAPERED EDGE STRIP

WOOD BLOCKING AS REQUIRED

TO MATCH INSULATION HEIGHT

2"

MIN.

FASCIA CLOSURE

NAIL CAP

EXISTING CONSTRUCTION

EXISTING DECK VARIES,

SEE SHEET XR301

ROOF SYSTEM VARIES,

SEE SHEET XR301

EXISTING DECK VARIES, SEE SHEET XR301

ROOF SYSTEM VARIES, SEE SHEET XR301

EXISTING DECK VARIES, SEE SHEET XR301

ROOF SYSTEM VARIES, SEE SHEET XR301

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

TAPERED INSULATION SYSTEM

TAPERED EDGE STRIP

EXISTING CONSTRUCTION

EXISTING PLYWOOD DECK

CHAMFER WOOD BLOCKING

AS REQUIRED TO FILL GAP

PLYWOOD SPAN NOT TO EXCEED 10"

PIPE PENETRATION3 SCALE: 3" = 1'-0"

BATT INSULATION

SEALANT TAPE

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

XR501

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

DETAILS

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE PROPERTY

OF REI ENGINEERS, INC. (REI) AND REI

RETAINS ALL RIGHTS THEREIN, INCLUDING

COPYRIGHTS. IT MAY ONLY BE USED IN A

MANNER CONSISTENT WITH REI'S RIGHTS

WHILE REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR ANY

OTHER PURPOSE EXCEPT WITH THE

EXPRESS WRITTEN AGREEMENT OF, AND

COMPENSATION TO, REI ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS AND

EQUIPMENT PENETRATION LOCATIONS

ARE FOR INFORMATION ONLY.

CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL INFORMATION PROVIDED.

SHEET NOTES:

1. FOR DETAILS, LIGHT LINES REPRESENT

EXISTING CONSTRUCTION TO REMAIN AND

DARK LINES REPRESENT NEW

COMPONENTS TO BE PROVIDED.

2. ANY WHOLE OR PARTIAL INSULATION

BOARD OR PORTION OF ANY BOARD WHICH

FALLS IN THE PERIMETERS & CORNERS

OUTLINED SHALL BE SUBJECT TO THE

FASTENING REQUIREMENTS FOR THE

PARAPET WALL1 SCALE: 3" = 1'-0"

ROOF HATCH2 SCALE: 3" = 1'-0"

EQUIPMENT SUPPORT CURB3 SCALE: 3" = 1'-0"

DECK REPAIR AT ROOF HATCH4 SCALE: 3" = 1'-0" 5 SCALE: 3" = 1'-0"

EQUIPMENT SUPPORT

CURB COVER

ATTACHED 18" O.C.

NOTES:

1. PROPERLY DISCONNECT EQUIPMENT/UNIT TO RAISE AND ALLOW FLASHING INSTALLATION THEN

PROPERLY REINSTALL AND CONNECT. PROVIDE WOOD NAILERS TO PROVIDE MINIMUM 8" FLASHING

HEIGHT.

2. PROVIDE MECHANICALLY ATTACHED BASE SHEET OVER COMBUSTIBLE OR NAILABLE SUBSTRATES

PRIOR TO ADHERING BASE FLASHINGS.

3. PROVIDE RUBBER PROTECTION PAD ADHERED TO TOP OF CURB COVER WHERE EQUIPMENT BEARS ON

EQUIPMENT SUPPORT CURB.

4. DO NOT SECURE EQUIPMENT THROUGH TOP OF CURB. UTILIZE SUPPORT BRACKET SECURED TO SIDE

OF CURB.

18-GA. STAINLESS STEEL

SUPPORT BRACKET

HOT-AIR WELD

TERMINATION BAR

FASTENED @ 6" O.C.

FLASHING MEMBRANE

4"

8" MIN.

FLASHING

HEIGHT

2" X 4" STUD WALL WITH

5/8" PLYWOOD SHEATHING

EXISTING ROOF HATCH

FLASHING MEMBRANE

PROPERLY PREPARE, PRIME

& PAINT ROOF HATCH

TERMINATE MEMBRANE 6" O.C. WITH

APPROVED FASTENERS WITH

MEMBRANE PLATE

BEND CLIP OF ROOF HATCH

TO HOLD BACKER ROD AND

MEMBRANE IN PLACE

OVERSIZED BACKER ROD

2"

8" MIN.

FLASHING

HEIGHT

2"

3" MIN.

HOT-AIR WELD

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONSTRUCTION AND COMPONENTS PRIOR TO SHEET

METAL FABRICATION.

2. COPING SHALL BE TESTED FOR RESISTANCE TO WIND UPLIFT PRESSURES SPECIFIED IN ACCORDANCE

WITH ANSI/SPRI ES-1 TEST METHOD RE-3. CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS AND PROVIDE EVIDENCE OF TESTING TO RESIST THE

SPECIFIED WIND UPLIFT PRESSURES.

3. PROVIDE SEPARATE FASCIA COVER EXTENSION WHERE EDGE METAL DIMENSIONS EXCEED

ALLOWABLE TESTED ASSEMBLY REQUIREMENTS.

TERMINATE MEMBRANE 6" O.C.

WITH APPROVED FASTENERS &

PLATES

FLASHING MEMBRANE

(FULLY ADHERED)

2"

MIN.

2"

2"

SEALANT TAPE

JOINT STRIPPING

POLYMER CLAD

CONTINUOUS CLEAT

ATTACHED @ 6" O.C.

CRIMPED ON METAL

EDGE (FULLY HAND

TONG TOP AND BOTTOM)

4" 4" 1"

PLYWOOD

HOT-AIR WELDHOT-AIR WELD

2"

MAX.

2" THREADED ROD WITH

EPOXY AND NYLON SCREEN

COVER BOARD

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

HOT-AIR WELD

ROOF MEMBRANE

1/2" LIGHTWEIGHT

HIGH-DENSITY

POLYISOCYANURATE

COVER BOARD

TAPERED INSULATION SYSTEM

HOT-AIR WELDHOT-AIR WELD

STRIPPING MEMBRANE

WOOD SHIM

NOMINAL 2" X 6" WOOD

BLOCKING

4"

HOT-AIR WELD

STRIPPING MEMBRANE

ROOF MEMBRANE

COVER BOARD

HOT-AIR WELD

TAPERED EDGE STRIP

WOOD BLOCKING AS

REQUIRED TO MATCH

INSULATION HEIGHT

4"

FLASHING MEMBRANE

(FULLY ADHERED)

4"

HOT-AIR WELD

PROVIDE TERMINATION BAR

FASTENED @ 8" O.C. AT

INCREMENTS OF 36" O.C. MAX.

SEALANT

TAPERED INSULATION SYSTEM

EXISTING CONSTRUCTION

COVER BOARD

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

TAPERED INSULATION SYSTEM

HOT-AIR WELD

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARDTAPERED INSULATION

SYSTEM

18 GA. GALVANIZED

STEEL JOIST HANGER

EXISTING CONSTRUCTION

2" X 6" WOOD BEAM

CUT EXISTING WOOD PLANK

DECKING AS NECESSARY TO

FACILITATE FOR NEW DECK BOARDS

REMOVE ROOF HATCH TO

FACILITATE DECK REPAIRS

NOTES:

1. ROOF SYSTEM ABOVE DECK NOT SHOWN FOR CLARITY.

2. PROVIDE 2" X 6" SOUTHERN YELLOW PINE LUMBER.

3. PROVIDE 22-GAUGE G-90 GALVANIZED 2" X 6", U SHAPED FACE MOUNTED JOIST HANGER AS

MANUFACTURED BY SIMPSON STRONG TIE OR ACCEPTED EQUIVALENT.

4. PROVIDE ATTACHMENT AS RECOMMENDED BY THE JOIST HANGER MANUFACTURER. ALTERNATE NO. 1: ELEVATION FROM

SECTOR C TO LOWER ROOFS

TERMINATE MEMBRANE 6" O.C.

WITH APPROVED FASTENERS

WITH MEMBRANE PLATE

2"

2"

EXISTING WOOD PLANK DECK

2" ROOF INSULATION

ROOF MEMBRANE

COVER BOARD

1-1/2" ROOF INSULATION

HOT-AIR WELD

INTERMITENT FLASHING TERMINATION

PROVIDE WHERE FLASHINGS EXCEED 36" IN HEIGHT

OR AS REQUIRED BY MEMBRANE MANUFACTURER.

EXISTING OSB WOOD DECK

1-3/4" ROOF INSULATION

DRIP EDGE

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING ROOF EDGE CONSTRUCTION AND COMPONENTS PRIOR

TO SHEET METAL FABRICATION.

2. EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND UPLIFT PRESSURES SPECIFIED IN

ACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1 AND RE-2. CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS AND PROVIDE EVIDENCE

OF TESTING TO RESIST THE SPECIFIED WIND UPLIFT PRESSURES.

FLASHING MEMBRANE

(FULLY ADHERED)

WALK PAD

RUBBER PAD

ENSURE THE BEAM

ALIGNS WITH THE

INTERIOR EDGE OF THE

HATCH AS SHOWN

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

XR502

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

DETAILS

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE PROPERTY

OF REI ENGINEERS, INC. (REI) AND REI

RETAINS ALL RIGHTS THEREIN, INCLUDING

COPYRIGHTS. IT MAY ONLY BE USED IN A

MANNER CONSISTENT WITH REI'S RIGHTS

WHILE REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR ANY

OTHER PURPOSE EXCEPT WITH THE

EXPRESS WRITTEN AGREEMENT OF, AND

COMPENSATION TO, REI ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS AND

EQUIPMENT PENETRATION LOCATIONS

ARE FOR INFORMATION ONLY.

CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL INFORMATION PROVIDED.

SHEET NOTES:

1. FOR DETAILS, LIGHT LINES REPRESENT

EXISTING CONSTRUCTION TO REMAIN AND

DARK LINES REPRESENT NEW

COMPONENTS TO BE PROVIDED.

2. ANY WHOLE OR PARTIAL INSULATION

BOARD OR PORTION OF ANY BOARD WHICH

FALLS IN THE PERIMETERS & CORNERS

OUTLINED SHALL BE SUBJECT TO THE

FASTENING REQUIREMENTS FOR THE

GUTTER/ DOWNSPOUT COMPONENTS4 SCALE: 3" = 1'-0"

CRIMPED ON METAL EDGE COMPONENTS3 SCALE: 3" = 1'-0"

GUTTER EXPANSION JOINT

A

NOT TO SCALE

A

3/4"1-1/2"E @ 35

4-1/2"

1-1/8"

B

C 5/8"

2-1/2"

ALUM.

3/16"

5/8" 3/4"

NOT TO SCALE

SECTION A-A

TEMP (°F)

E @ 120

E @ 170

E @ 75

STEEL

1/2"

3/16"

5/8"

1/4"

1/2"

2"

COPPER

1/8"

1/16"

3/16"

ENDS

COVER PLATE

SLOPE

METAL EDGE

GUTTER

COVER PLATE

RIVET & SEAL

B

METAL EDGE

FRONT OF

GUTTER1"

LOWER THAN

BACK

C CE

DOWNSPOUT HANGER

DOWNSPOUT

TWO-PIECE DOWNSPOUT

HANGER SPACED @ 8'

O.C. OR A MINIMUM OF

TWO (2) PER DOWNSPOUT

4"

DOWNSPOUT

OUTLET TUBE

GUTTER

3/4"

DOWNSPOUT OUTLET TUBE

RIVET AT 2" O.C. (SEAL RIVETS

W/ POLYURETHANE SEALANT

SEALANT TAPE

4"

4"

POLYMER CLAD METAL EDGE JOINTS

STEP 1

METAL/DRIP EDGE

4"

2" 4"

ALUMINUM TAPE

STRIPPING MEMBRANE

HOT-AIR WELD

STEP 2

METAL/DRIP EDGE

6" COVER PLATE

STRIPPING

MEMBRANE BEHIND

(REFER TO STEP 1)

HOT-AIR WELD

STRIPPING

MEMBRANE

STRIPPING

MEMBRANE DRIP EDGE FLANGE SECUREMENT

DRIP EDGE

4"

1" 2"

3" 3" 3"

POLYMER CLAD DRIP EDGE AT GUTTER2 SCALE: 3" = 1'-0"

6"

CRIMPED ON METAL EDGE JOINTS

TWO BEADS OF BUTYL

SEALANT EACH SIDE

OF JOINT

4"

COVER PLATE

CRIMPED ON METAL

EDGE

4"

4"

1"

CONTINUOUS CLEAT

FASTENED 6" O.C.

CRIMPED ON METAL EDGE CONFIGURATION

CONTINUOUS CLEAT FLANGE

CRIMPED ON METAL EDGE

NOTES:

1. EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND PRESSURES SPECIFIED IN WIND UPLIFT SUMMARY IN ACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1

AND RE-2.

2. CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS AND PROVIDE EVIDENCE OF TESTING TO RESIST THE SPECIFIED

WIND PRESSURES.

3. PROVIDE SEPARATE FASCIA COVER EXTENSION WHERE EDGE METAL DIMENSIONS EXCEED ALLOWABLE TESTED ASSEMBLY REQUIREMENTS.

HORIZTONAL OUTWARD:

ZONE 4 OR 5 PRESSURE

LISTED IN BUILDING

CODE SUMMARY X

SAFETY FACTOR OF 1.25

4"

5"

MAX.

4"

2"1 2"

3" 3" 3"

1"

3"

CONTINUOUS CLEAT

FLANGE SECUREMENT

TRANSITION FROM SECTOR A TO SECTOR B1 SCALE: 3" = 1'-0"

EXISTING WOOD PLANK DECK

1-1/2" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

TAPERED INSULATION SYSTEM

SECTOR A

SECTOR B

TERMINATE MEMBRANE @ 6" O.C.

WITH APPROVED FASTENERS WITH

MEMBRANE PLATE

2"

2"

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

XR503

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

DETAILS

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE PROPERTY

OF REI ENGINEERS, INC. (REI) AND REI

RETAINS ALL RIGHTS THEREIN, INCLUDING

COPYRIGHTS. IT MAY ONLY BE USED IN A

MANNER CONSISTENT WITH REI'S RIGHTS

WHILE REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR ANY

OTHER PURPOSE EXCEPT WITH THE

EXPRESS WRITTEN AGREEMENT OF, AND

COMPENSATION TO, REI ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS AND

EQUIPMENT PENETRATION LOCATIONS

ARE FOR INFORMATION ONLY.

CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL INFORMATION PROVIDED.

SHEET NOTES:

1. FOR DETAILS, LIGHT LINES REPRESENT

EXISTING CONSTRUCTION TO REMAIN AND

DARK LINES REPRESENT NEW

COMPONENTS TO BE PROVIDED.

2. ANY WHOLE OR PARTIAL INSULATION

BOARD OR PORTION OF ANY BOARD WHICH

FALLS IN THE PERIMETERS & CORNERS

OUTLINED SHALL BE SUBJECT TO THE

FASTENING REQUIREMENTS FOR THE

ALTERNATE NO. 1: EQUIPMENT SUPPORT FOR DISCONNECT BOXES1 SCALE: 1-1/2" = 1'-0"

METAL EDGE AT SECTOR C2 SCALE: 3" = 1'-0"

FLASHING AT CONDUITS AT SECTOR C4 SCALE: 3" = 1'-0"

VA

R

IE

S

LOWER BRACE MAY BE

REQUIRED ON TALLER FRAMES

FRONT VIEW SIDE VIEW

VARIES

4"

HOT-AIR WELD

STRIPPING MEMBRANE

ROOF MEMBRANE

COVER BOARD

HOT-AIR WELD

TAPERED EDGE STRIP

WOOD BLOCKING AS

REQUIRED TO MATCH

INSULATION HEIGHT

4"

TAPERED INSULATION SYSTEM

EXISTING CONSTRUCTION

EXISTING OSB WOOD DECK

1-3/4" ROOF INSULATION

DRIP EDGE

EXISTING

MEMBRANE

EXISTING STAND

EXISTING

DISCONNECT BOX

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING ROOF EDGE CONSTRUCTION AND COMPONENTS PRIOR

TO SHEET METAL FABRICATION.

2. EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND UPLIFT PRESSURES SPECIFIED IN

ACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1 AND RE-2. CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS AND PROVIDE EVIDENCE

OF TESTING TO RESIST THE SPECIFIED WIND UPLIFT PRESSURES.

NOTES:

1. RELOCATE CONDUITS AND CUT AND REMOVE UNI-STRUT TO ACHIEVE 8" OF BASE FLASHING HEIGHT.

TERMINATE MEMBRANE 6" O.C.

WITH APPROVED FASTENERS

WITH MEMBRANE PLATE

EXISTING WOOD PLANK DECK

1-3/4" ROOF INSULATION

ROOF MEMBRANE

1/2" LIGHTWEIGHT HIGH-DENSITY

POLYISOCYANURATE COVER BOARD

TAPERED INSULATION SYSTEM

HOT-AIR WELD

WALK PAD

SEALANT TAPE

SILICONE SEALANT

2"

POLYMER-CLAD FLASHING

EXISTING MEMBRANE

STRIPPING MEMBRANE

CONTINUOUS CLEAT

SEALANT TAPE

THE ORIGINAL DRAWING

THIS LINE IS 1 INCH ON

SCALE DRAWING ACCORDINGLY.

IF IT IS NOT 1 INCH ON THIS PAGE,

SHEET TITLE

DRAWING

PROJECT NAME:

SEALS:

XR504

NO. DESCRIPTIONDATE

PROJECT NO:

ISSUE:

Engineering solutions for tomorrow®

9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com

NORTH CAROLINA

ENGINEERING FIRM

LICENSE # C-1520

115 CHATHAM STREET

SANFORD, NC 27330

BUGGY BUILDING

ROOF REPLACEMENT

REI PROJECT # R25RAL-051

CD 09-28-26 CONTRACT DOCUMENTS

LEE COUNTY BID # 4263-01-27

DETAILS

GENERAL NOTES:

1. THESE DOCUMENTS ARE THE PROPERTY

OF REI ENGINEERS, INC. (REI) AND REI

RETAINS ALL RIGHTS THEREIN, INCLUDING

COPYRIGHTS. IT MAY ONLY BE USED IN A

MANNER CONSISTENT WITH REI'S RIGHTS

WHILE REI IS PROVIDING SERVICE FOR THE

SPECIFIC PROJECT IDENTIFIED OR

REFERRED TO HEREIN OR EXTENSIONS

THERETO. IT MAY NOT BE USED FOR ANY

OTHER PURPOSE EXCEPT WITH THE

EXPRESS WRITTEN AGREEMENT OF, AND

COMPENSATION TO, REI ENGINEERS, INC.

2. DIMENSIONS, DETAIL COMPONENTS AND

EQUIPMENT PENETRATION LOCATIONS

ARE FOR INFORMATION ONLY.

CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL INFORMATION PROVIDED.

SHEET NOTES:

1. FOR DETAILS, LIGHT LINES REPRESENT

EXISTING CONSTRUCTION TO REMAIN AND

DARK LINES REPRESENT NEW

COMPONENTS TO BE PROVIDED.

2. ANY WHOLE OR PARTIAL INSULATION

BOARD OR PORTION OF ANY BOARD WHICH

FALLS IN THE PERIMETERS & CORNERS

OUTLINED SHALL BE SUBJECT TO THE

FASTENING REQUIREMENTS FOR THE