4-Bibb 1B 041326.pdf

PDF 4 MB Posted Apr 17, 2026

Attached to: 26-038 ROOFING ENERGY PROJECT
Solicitation number: 26-038 ROOFING ENERGY PROJECT
Issued by: Bibb County, Georgia

About this file

Written by GovTribe AI · Apr 23, 2026

Summary of Bibb County School District Roofing Energy Project

This is a set of issued construction drawings for a roofing energy upgrade project by the Bibb County School District covering Skyview Elementary School and Howard Middle School & High School located at 5700 Fulton Mill Road, Lizella, Georgia. The project, identified as Phase 1B (Project No. 26BBEU21RF390), involves preparation and installation of new roof systems across three school facilities. The scope of work includes demolition and preparation of existing modified bitumen roof systems, installation of new mechanically fastened 2-inch polyisocyanurate insulation boards, and application of a new 60-mil white TPO (thermoplastic polyolefin) membrane system. Work also encompasses replacement of existing gutters, downspouts, and sheet metal flashings; removal and replacement of wet insulation; installation of new roof drains with tapered sumps; installation of overflow scuppers; and installation of new metal copings and penetration flashings. The drawings include detailed roof plans, wind uplift zone diagrams indicating pressures ranging from -10.6 psf to -38.5 psf based on ASCE 7-22 standards, tapered insulation plans, and comprehensive construction details for all roof penetrations and edge conditions. Design work must comply with current Georgia Building Code (IBC 2024 with Georgia amendments), IECC 2015 with Georgia supplements, and applicable ASTM standards.

The contractor is required to conduct an independent third-party infrared roof moisture survey per ASTM C1153-97 within 30 days after Notice to Proceed and verify findings using ASTM D7954/D7954M standards. All areas with trapped moisture must be marked and documented with PDF plans and written reports including photographs, with results distributed to Merik, Inc. design professionals. The contractor must verify existing field conditions, document existing conditions prior to work commencement, and notify the design professional via RFI of any errors, omissions, or discrepancies no less than 72 hours before bid submission. All materials must be new unless noted otherwise, and drawings are intended for 24x36 printing with actual dimensions verified in the field. All work shall comply with 2019 NFPA 241 for demolition operations, and construction submittals from contractors, subcontractors, and manufacturers must be submitted within three business days of third-party site visits in Adobe PDF format. The project involves wind uplift zone analysis across multiple roof sections with varying heights (15 feet to 25 feet) and requires confirmation that roof securement patterns meet specified wind uplift values for new roof materials only.

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Other files

File	Type	Posted
3-Bibb 1A 041326 (003).pdf	PDF	Apr 17, 2026
2-Final Contract Procurement 2023 FINAL SampleFILE.pdf	PDF	Apr 17, 2026
5-RFP 26-038 Roofing Contractor - Energy Upgrade.pdf	PDF	Apr 17, 2026
1-Bid Forms EMW.pdf	PDF	Apr 17, 2026

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MERIK, INC.

BUILDING CONSTRUCTION CONSULTANTS

MERIK PROJECT NO. 26BBEU21RF390

04/13/26 - ISSUED DRAWINGS

BIBB BOE ENERGY UPGRADE

5700 FULTON MILL ROAD, LIZELLA, GA 31052

SKYVIEW ES/ HOWARD MS & HS - PHASE IB

INDEX OF DRAWINGS

A000 COVER SHEET

A001 PROJECT INFORMATION

A002 KEY PLANS - HOWARD MS & HS

A100 ROOF PLAN - SKYVIEW ES

A101 ENLARGED PLAN - HOWARD MS

A102 ENLARGED PLAN - HOWARD HS

A103 ENLARGED PLAN - HOWARD HS

A150 WIND UPLIFT PLAN - SKYVIEW ES

A151 WIND UPLIFT PLAN - HOWARD MS

A152 WIND UPLIFT PLAN - HOWARD HS

A153 WIND UPLIFT PLAN - HOWARD HS

A200 TAPERED ROOF PLAN - SKYVIEW ES

A201 TAPERED ROOF PLAN - HOWARD MS

A202 TAPERED ROOF PLAN - HOWARD HS

A203 TAPERED ROOF PLAN - HOWARD HS

A250 WET INSULATION PLAN - SKYVIEW ES

A300 DETAILS - MISC.

A301 DETAILS - PERIMETER & DRAINAGE

A302 DETAILS - PERIMETER & DRAINAGE

A303 DETAILS - PENETRATIONS

A304 DETAILS - MISC

VICINITY MAP - SKYVIEW ES

PROJECT LOCATIONGENERAL NOTES:

SYMBOLS:

ENLARGED PLAN OR

DETAIL MARKER

OPP = OPPOSITE HAND

TYP = TYPICAL SECTION

SIM = SIMILAR TO

DRAWING TITLE

ELEVATION MARKER

OPP = OPPOSITE HAND

TYP = TYPICAL SECTION

SIM = SIMILAR TO

SECTION MARKER

OPP = OPPOSITE HAND

TYP = TYPICAL SECTION

SIM = SIMILAR TO

REVISION CLOUD WITH REVISION

NUMBER

DETAIL MARKER

OPP = OPPOSITE HAND

TYP = TYPICAL SECTION

SIM = SIMILAR TO

APPLICABLE CODES AND STANDARDS

WORK SHALL BE IN ACCORDANCE WITH THE CURRENT BUILDING CODE FOR THE

STATE OF GEORGIA, INCLUDING LOCAL AMENDMENTS. THE PUBLICATIONS LISTED

BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THE

BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS THE BUILDING

CODE (IBC) SHALL GOVERN.

IBC INTERNATIONAL BUILDING CODE, 2024 WITH GEORGIA AMENDMENTS (2026)

IECC INTERNATIONAL ENERGY CONSERVATION CODE, 2015

WITH GEORGIA SUPPLEMENTS AND AMENDMENTS (2020, 2022, 2023)

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

ASTM ASTM INTERNATIONAL

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

SMACNA SHEET METAL & AIR CONDITIONER CONTRACTOR'S NATIONAL

ASSOCIATION

NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION

ALL DEMOLITION WORK SHALL COMPLY WITH THE REQUIREMENTS OF 2019 NFPA 241,

"STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS".

G000

SCALE

TITLEX

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN

PROFESSIONAL VIA RFI OF ANY ERRORS, OMISSIONS, INCONSISTENCIES,

DISCREPANCIES, AND CONFLICTS WITHIN THE DRAWINGS AND

SPECIFICATIONS AND FIELD CONDITIONS NO LESS THAN 72 HOURS

BEFORE THE BID IS DUE.

2. CONTRACTOR IS TO VERIFY LAYOUT AND DIMENSIONS AND ALL

CONDITIONS IN THE FIELD WHICH MAY AFFECT THEIR BID.

3. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE REQUIRED TO VISIT

THE PREMISES TO INSPECT EXISTING CONDITIONS, BECOME FAMILIAR

WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED

AND CORRELATE OBSERVATIONS WITH REQUIREMENTS OF THE DRAWINGS

AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE

PRECAUTIONS TO PROTECT THE BUILDING OCCUPANTS, MATERIALS AND

EXISTING PROPERTY AND FINISHES. EXISTING-TO-REMAIN CONSTRUCTION,

MATERIALS OR EQUIPMENT DAMAGED BY THE CONTRACTOR SHALL BE

RESTORED TO ORIGINAL CONDITION. CONTRACTOR TO DOCUMENT

EXISTING CONDITIONS PRIOR TO THE START OF WORK AND SUBMIT

RECORDS TO OWNER'S REPRESENTATIVE.

5. DRAWINGS ARE INTENDED TO BE PRINTED AT 24x36.

6. ALL MATERIALS TO BE NEW UNLESS NOTED OTHERWISE.

7. DO NOT SCALE DRAWINGS - VERIFY ALL DIMENSIONS IN FIELD.

ABBREVIATIONS:

AB ANCHOR BOLT

ABV ABOVE

ADD ADDENDUM

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ANG ANGLE

APX APPROXIMATELY

ASP ASPHALT

ASPS ASPHALT SHINGLE

AWB AIR AND WATER

RESISTIVE BARRIER

BD BOARD

BEL BELOW

BIT BITUMINOUS

BLDG BUILDING

BL BUILDING LINE

BLKG BLOCKING

BM BEAM

B.M. BENCHMARK

BOT BOTTOM

BPL BEARING PLATE

BTJT BUTT JOINT

BUR BUILT-UP ROOFING

BW BOTH WAYS

CBD CEMENTITIOUS BOARD

CF CUBIC FOOT

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

CO CLEAN-OUT

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CT CERAMIC TILE

CY CUBIC YARD

DIA DIAMETER

DIM DIMENSION

DN DIAMETER NOMINAL

DS DOWNSPOUT

DWG DRAWING

DWG(S) DRAWING/S

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

FL FLOOR LEVEL

FTG FOOTING

GALV GALVANIZED

HOR HORIZONTAL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IL INVERT LEVEL

IO INSPECTION OPENING

IP INTERSECTION POINT

JT JOINT

K.J. KEY JOINT

LWC LIGHTWEIGHT

INSULATING

CONCRETE

MAX MAXIMUM

MFGR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N.I.C. NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPT OPTIONAL

OPP OPPOSITE HAND

PL PLATE

PLYWD PLYWOOD

PT PRESSURE TTREATED

QTY QUANTITY

R RADIUS

RCP REFLECTED CEILING PLAN

REF REFERENCE

REQ'D REQUIRED

REV REVISION

RH RIGHT HAND

SAF SELF-ADHERING FLASHING

SIM SIMILAR

SPUF SPRAYED POLYURETHANE FOAM

SQ SQUARE

SS STAINLESS STEEL

SSM STANDING SEAM METAL

STD STANDARD

THK THICK

TI TASK ITEM

TO TOP OF

TS TUBE STEEL

TYP TYPICAL

U/S UNDER SIDE

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

V.I.F. VERIFY IN FIELD

WP WATER PROOF

WRB WEATHER RESISTIVE BARRIER

SPECIAL CHARACTERS

° = DEGREES

Ø = DIAMETER

# = NUMBER

6400 & 6600 FORSYTH ROAD, MACON, GA 31210

VICINITY MAP - HOWARD MS & HS

PROJECT LOCATION -

HOWARD MS

PROJECT LOCATION -

HOWARD HS

S H

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A, G

O U

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O X

W . W

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Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

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04/13/2026 Issued Drawings

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AutoCAD SHX Text

NORTH

AutoCAD SHX Text A300

AutoCAD SHX Text

AutoCAD SHX Text A300

AutoCAD SHX Text

AutoCAD SHX Text A300

AutoCAD SHX Text

NORTH

CLASS S

CLASS M

CLASS N

DRESSING ROOMS

GYM

OPEN TO BELOW

CAREER E CAREER W

GYM

DRESSING

GYM CONN.

MAIN

ENTRANCE 1

ROOM

MIDDLE SCHOOL

HIGH SCHOOL

KITCHEN

DINING

OFFICE LOWER S

OFFICE

CLASS CONNECTOR

OFFICE

FIELD HOUSE

LOWER S

ROOM

GYM LOW

HALLWAY

(N.I.C.)

(N .I.

(N.I.C.)

(N.I.C.) (N.I.C.)

(N.I.C.)

CLASS

(N.I.C.)

A001

PROJECT NOTES:

1. Extent of Work Includes:

SOW-BIBB BOE ENERGY UPGRADE PHASE 1B 26BBEU20RF390

Skyview ES and Howard MS/HS

The scope of work below includes preparation of the existing modified bitumen roof system to receive a new recover roof system. A preliminary IR scan, per ASTM C1153, has been conducted by a third party and results are included in the drawings. An IR scan per ASTM C1153 and verification per ASTM D7954/D7954M shall be conducted as described below. Any wet insulation shall be replaced with new insulation board in a thickness that matches the existing roof system thicknesses. A new mechanically fastened, white, 60-mil TPO roof membrane system is to be installed over new adhered tapered insulation over a 2” thick mechanically fastened polyiso board over the existing sloped roof system.

Demolition

1. Prepare the existing modified bitumen roofs to receive new insulation board and TPO membrane.

2. Slit open membrane blisters and flatten. Vent membrane as required by the new roofing manufacturer.

3. Cut out existing cant strips and secure membrane to receive new perimeter blocking.

4. Remove areas of wet insulation until dry insulation is reached. Prior to filling areas where insulation was removed, examine the metal deck, remove any corrosion with a wire brush and spray galvanizing paint on the brushed area. Fill opening with new insulation board to match the existing roof adjacent roof height.

5. Remove the existing sheet metal perimeter and penetration flashing materials, gutters, downspouts, etc.

6. Coordinate with Bibb County Schools on removal of existing abandoned mechanical equipment, piping, and conduit.

7. Remove existing expansion joints, flashings, carpentry, sheet metal, base flashings, and related existing roof accessories as needed to install the new roof system.

Carpentry

1. Install new roof edge nailers at all gutter and rake edges to the height of the new roof assembly that receive new perimeter metals.

Install tapered edge strips to transition 2x nailers to 2” polyiso insulation board thickness.

2. Install new plywood sheathing and wood nailers at all parapet walls and roof dividing walls to receive new roofing and sheet metal coping.

3. Install new plywood sheathing at all base flashings to receive new roofing and perimeter sheet metal flashings.

4. Install new wood blocking or nailers as necessary at expansion joints, curbs, and sleepers to raise them to 8-inches minimum above new roof surfaces.

Roof Insulation, Cover Board, and Membrane Installation

1. The roof deck and structure slope.

2. Install new mechanically fastened 2” flat stock polyisocyanurate insulation over the existing prepared roof system.

3. Install tapered edge strips at roof perimeters with edge metals and/or gutters to transition the 2” polyiso board down to new 2x wood edge nailers.

4. Install new tapered crickets between primary scuppers, at areas shown on drawings, and at curbs wider than 30”.

5. Install tapered insulation sumps at the existing High School Dressing Room primary roof drainage scuppers.

6. Install new overflow scuppers at the High School Dressing Room roof.

7. Install new mechanically fastened 60-mil TPO roof membrane.

8. Install new TPO membrane flashings at base flashings, gutter edges, equipment sleeper curbs, equipment curbs, expansion joints.

9. Install new TPO clad metal scupper sleeves and drip edges.

10. Install walkway protection pads at rooftop equipment and at the base of the ladders, roof hatch access doors, and in high traffic areas.

11. Install pillow and pipe supports at gas lines and condensate lines.

12. At Skyview Elementary, run downspouts from Gym to closest gutters on lower roofs.

Flashing and Sheet Metal

1. Install new Kynar coated galvanized steel perimeter and penetration sheet metal flashing, counterflashing materials, including edge metals, expansion joints, fascia at perimeters, and two-piece reglet flashings at masonry walls. Match existing sizes and colors. Install stainless steel expansion joint flashings where indicated on the drawings at Skyview Elementary School.

2. Install new Kynar coated galvanized steel gutters, downspouts, and trim. Match existing sizes and colors.

3. Install new Kynar coated galvanized steel copings at all parapet walls. Match existing sizes and colors.

4. Install new TPO clad metal at through-wall scuppers, overflow scuppers, prefinished sheet metal trim, and closure accessories at parapets.

Miscellaneous

1. New sealants as shown on drawing details.

2. New flashings at all rooftop equipment curbs that are to be installed.

3. All construction submittals and field reports from Contractor, subcontractor, and manufacturers are due within three (3) business days of all third-party site visits. Format is to be in an Adobe PDF format. Deliver one (1) copy of any written third-party inspection report to Chuck Kilgore, ckilgore@merikinc.com.

4. IR Roof Scan: The Contractor is to conduct their own independent third-party roof moisture survey within 30 days after Notice to Proceed. The roof moisture survey shall per ASTM C1153-97, “Standard Practice for Location of Wet Insulation in Roofing Systems Using Infrared Imaging” and verify this survey using ASTM D7954/D7954M, “Standard Practice for Moisture Surveying of Roofing and Waterproofing Systems Using Non-Destructive Electrical Impedance Scanners”. Evaluate all roofs in the scope of work. Mark, with spray paint, areas determined to have indications of trapped moisture on the roof surface. Provide a PDF plan that documents the actual extent and locations of these areas. Provide a written report with photos that documents the locations and extent of moisture. Test result reports are to be copied to Merik, Inc.

employees: Michael Baker, AIA, RRC, mbaker@merikinc.com, Jody Usry, jusry@merikinc.com and Chuck Kilgore, ckilgore@merikinc.com.

5. Wet Area Repairs: Remove existing membrane, insulation, base flashings, and base boards, down to the roof deck and outward until wet insulation is no longer present when evaluated by using a two-pronged moisture meter probe or other approved equipment.

Remove in rectangular areas that can accommodate new polyiso insulation board rectangular shapes. Review the metal roof deck and remove any corrosion by wire brush. Reprime and coat brushed area with a compatible galvanizing paint prior to installing new polyiso insulation board. Install, as loose fill, new polyiso insulation board in two layers in the opening. Flush insulation board out with adjacent roof membrane surface height. Seal any gaps over ¼” with roofing two-part foam urethane. Patch by lapping a modified bitumen cap sheet a minimum of 3” on all sides over the opening.

* SEE SPECIFICATIONS FOR FULL EXTENT OF WORK.

1. Existing structure to remain. Contractor to verify integrity of existing structure and notify owner if any of the proposed new work will adversely affect the existing structure.

2. Protect from damage existing finish work that is to remain in place.

If it becomes damaged during demolition promptly repair damage caused to facilities by demolition.

3. Conduct demolition operations and debris removal to ensure minimum interference with walks, roads, and occupied spaces, and adjacent facilities.

4. Contractor shall verify existing structure prior to submittal of bid and prior to any demolition operations.

5. Contractor to verify all conditions and elements prior to submitting bid.

6. DO NOT SCALE DRAWINGS - VERIFY ALL DIMENSIONS IN

FIELD

S H

R D

R O

A, G

O U

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O X

W . W

E R

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Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

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, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

KEY PLAN - HOWARD MS & HS

AutoCAD SHX Text

NOT TO SCALE

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PROJECT

AutoCAD SHX Text A103

AutoCAD SHX Text

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text A102

GYM

KITCHEN

CLASS NW

CLASS NE

MAIN

CLASS SW

CLASS SE

OPEN TO BELOW

ENTRY

DS DSDS

SALVAGE AND REUSE

FACTORY-FABRICATED

RAKE EDGES THAT

ARE NOT DAMAGED EF

DSDS DS

SALVAGE AND REUSE

FACTORY-FABRICATED

RAKE EDGES THAT

ARE NOT DAMAGED

DSDS DS

EF EF

VDS

LADDER

DSDS

DS DS

RIDGE

SLOPESLOPE

RIDGE

SLOPESLOPE

G E

SLOPESLOPE

SLOPE SLOPE

V V

HS HS

CURB COVER W/ PIPE

PENETRATIONS

G E

V V

G E

CONDENSATE LINE

LEGEND

GAS LINE

CONDUIT

EF (2' SQ. CURB OR LESS)

EXHAUST FAN

V PLUMBING VENT

RD ROOF DRAIN WITH 4' SQ. SUMP

DS GUTTER & DOWNSPOUT

EQUIPMENT SUPPORT RAIL CURB

ROOF ACCESS HATCH

CONDUIT CONNECTION

WALKWAY PAD

V CURBED VENT

HS HOT STACK

EXPANSION JOINTEJ

PP PITCH PAN

HS HOT STACK

A100DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

TYPICAL KEY NOTES:

1 Provide a new 60-mil, white, TPO membrane mechanically fastened over new adhered tapered insulation over a new mechanically fastened 2” polyiso board over an existing modified bitumen roof that is over a structurally sloped metal deck.

Provide new edge flashings. Provide a tapered edge strip along the roof edge to transition the new 2” insulation board down to a new 2x wood edge nailer along roof perimeters with edge flashing and/or gutters. See Detail 2/A302.

Remove areas of wet insulation outward until dry insulation is reached at locations shown on Sheet A250 & A251.

Examine the metal deck, remove any corrosion with a wire brush and spray galvanizing paint on the brushed area. Fill areas where insulation was removed with new insulation board to match the existing roof thickness.

Replace existing gutters with new Kynar coated 24 ga.

galvanized steel or aluminum gutters that match existing sizes and colors. See Detail 4/A302.

Replace existing downspouts with new Kynar coated 24

ga. galvanized steel or aluminum downspouts that match existing sizes and colors. Empty onto concrete splashblocks placed over protection membrane or tie into storm drainage connections where applicable.

Install new 16” wide x 6” high overflow scuppers. See Detail 2/A303.

Install new primary drainage scuppers that match existing sizes. Provide an 8' square sump centered on the scupper with ½” slope to transition from new 2” polyiso board to existing scupper opening lip. Reuse existing collector boxes and downspouts. See Detail 1/A303.

Raise existing curbs to 8" above finished roof as needed.

Provide new metal rail caps at existing curb supports. See Detail 3/A305.

Provide new vent pipe penetrations that are a minimum of 8” above finished roof surface. Provide pipe extensions as needed. See Detail 2/A304.

Provide new expansion joints with sawcut reglet at masonry. See Detail 6/A302.

Temporarily displace conduit as needed to install new wall flashings.

Provide new stepped counterflashings that are a minimum of 8” above finished roof surface. Use sawcut reglets with sealant at face brick masonry. Cap ends of counterflashings. Do not cover weepholes. See Detail 3/A302.

Provide new parapet coping cap to wall transition flashings.

See Detail 3/A301.

Provide new parapet wall flashing and metal coping caps.

Terminate membrane at ends of walls with a clad metal closure and sealant. See Detail 1/A302 & 2/A301.

Provide pipe pillow or roller supports at condensate and gas lines. See Detail 1 & 2/A305.

Prepare, prime, and paint exposed metal at roof hatch.

Prepare, prime, and paint ferrous metal gas lines, exposed metal, and piping.

Replace damaged condensate lines and route lines to the nearest roof drainage location (gutter or primary scupper).

Relocate A/C unit and cut-off switch to avoid interference with new counterflashing/expansion joint flashings.

Expansion joint flashing is to terminate at bottom of louver (Rutland MS Dressing to Gym wall).

At Elementary School Gym walls where wings run into Gym walls, route downspouts across the roof and to closest gutter, run a downspout down to grade and empty on a concrete splashblock.

Provide a new drain bowl, clamping ring, bolts, and cast iron strainer. See Detail 3/A303.

TYP.

16 18

TYP.

1 3

TYP.

1 3

TYP.

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Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

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M S

N M

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04/13/2026 Issued Drawings

, M

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AutoCAD SHX Text

NORTH

AutoCAD SHX Text

OVERALL ROOF PLAN

AutoCAD SHX Text

SCALE: 1/16" = 1'-0"

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

SIM.

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

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ABOVE

AutoCAD SHX Text A302

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AutoCAD SHX Text A302

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SIM.

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

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ABOVE

AutoCAD SHX Text A302

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ABOVE

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ABOVE

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ABOVE

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DRESSING

GYM CONN.

ROOM

GYM LOW

(N.I.C.)

EJ DS

DS DS DS DS

TEMPORARILY DISPLACE

DOWNSPOUTS AS NEEDED AND

REPLACE TO AVOID WARRANTY

ISSUES FOR STANDING SEAM ROOFS

DSDSDS

OUTLINE OF OVERHEAD

DUCTWORK, TYP.

(N.I.C.)

SLOPE

SLOPESLOPE

G E

RIDGE

SLOPE

CONDENSATE LINE

LEGEND

GAS LINE

CONDUIT

EF (2' SQ. CURB OR LESS)

EXHAUST FAN

V PLUMBING VENT

RD ROOF DRAIN WITH 4' SQ. SUMP

DS GUTTER & DOWNSPOUT

EQUIPMENT SUPPORT RAIL CURB

ROOF ACCESS HATCH

CONDUIT CONNECTION

WALKWAY PAD

V CURBED VENT

HS HOT STACK

EXPANSION JOINTEJ

PP PITCH PAN

HS HOT STACK

A101

DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

TYP.

16 18

TYP.

NOTE: FIELD VERIFY ROOF SLOPES

KEY NOTES:

Remove areas of wet insulation outward until dry insulation is reached at locations shown on Sheet A250 & A251.

Replace existing gutters with new Kynar coated 24 ga.

galvanized steel or aluminum gutters that match existing sizes and colors. See Detail 4/A302.

Replace existing downspouts with new Kynar coated 24

Install new 16” wide x 6” high overflow scuppers. See Detail 2/A303.

Raise existing curbs to 8" above finished roof as needed.

Provide new metal rail caps at existing curb supports. See Detail 3/A305.

Provide new vent pipe penetrations that are a minimum of 8” above finished roof surface. Provide pipe extensions as needed. See Detail 2/A304.

Provide new expansion joints with sawcut reglet at masonry. See Detail 6/A302.

Temporarily displace conduit as needed to install new wall flashings.

Provide new parapet coping cap to wall transition flashings.

See Detail 3/A301.

Provide new parapet wall flashing and metal coping caps.

Terminate membrane at ends of walls with a clad metal closure and sealant. See Detail 1/A302 & 2/A301.

Provide pipe pillow or roller supports at condensate and gas lines. See Detail 1 & 2/A305.

Prepare, prime, and paint exposed metal at roof hatch.

Prepare, prime, and paint ferrous metal gas lines, exposed metal, and piping.

Replace damaged condensate lines and route lines to the nearest roof drainage location (gutter or primary scupper).

Relocate A/C unit and cut-off switch to avoid interference with new counterflashing/expansion joint flashings.

Expansion joint flashing is to terminate at bottom of louver (Rutland MS Dressing to Gym wall).

At Elementary School Gym walls where wings run into Gym walls, route downspouts across the roof and to closest gutter, run a downspout down to grade and empty on a concrete splashblock.

Provide a new drain bowl, clamping ring, bolts, and cast iron strainer. See Detail 3/A303.

TYP.

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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PARTIAL ENLARGED ROOF PLAN - HOWARD MS

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

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NORTH

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BELOW

OFFICE LOWER S

(N.I.C.)

DSDS

TEMPORARILY DISPLACE

DOWNSPOUTS AS NEEDED AND

REPLACE TO AVOID WARRANTY

ISSUES FOR STANDING SEAM ROOFS

V V

DS DS DS

RELOCATE CUT-OFF SWITCH

AND CONDUITS ON WALL TO

MISS WALL COUNTERFLASHING

PTAC

SLOPER

G E

SLOPE

RIDGE

SLOPE

G E

SLOPE SLOPE

SLOPE

EJEJ

CONDENSATE LINE

LEGEND

GAS LINE

CONDUIT

EF (2' SQ. CURB OR LESS)

EXHAUST FAN

V PLUMBING VENT

RD ROOF DRAIN WITH 4' SQ. SUMP

DS GUTTER & DOWNSPOUT

EQUIPMENT SUPPORT RAIL CURB

ROOF ACCESS HATCH

CONDUIT CONNECTION

WALKWAY PAD

V CURBED VENT

HS HOT STACK

EXPANSION JOINTEJ

PP PITCH PAN

HS HOT STACK

A102

DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

KEY NOTES:

Remove areas of wet insulation outward until dry insulation is reached at locations shown on Sheet A250 & A251.

Replace existing gutters with new Kynar coated 24 ga.

galvanized steel or aluminum gutters that match existing sizes and colors. See Detail 4/A302.

Replace existing downspouts with new Kynar coated 24

Install new 16” wide x 6” high overflow scuppers. See Detail 2/A303.

Raise existing curbs to 8" above finished roof as needed.

Provide new metal rail caps at existing curb supports. See Detail 3/A305.

Provide new vent pipe penetrations that are a minimum of 8” above finished roof surface. Provide pipe extensions as needed. See Detail 2/A304.

Provide new expansion joints with sawcut reglet at masonry. See Detail 6/A302.

Temporarily displace conduit as needed to install new wall flashings.

Provide new parapet coping cap to wall transition flashings.

See Detail 3/A301.

Provide new parapet wall flashing and metal coping caps.

Terminate membrane at ends of walls with a clad metal closure and sealant. See Detail 1/A302 & 2/A301.

Provide pipe pillow or roller supports at condensate and gas lines. See Detail 1 & 2/A305.

Prepare, prime, and paint exposed metal at roof hatch.

Prepare, prime, and paint ferrous metal gas lines, exposed metal, and piping.

Replace damaged condensate lines and route lines to the nearest roof drainage location (gutter or primary scupper).

Relocate A/C unit and cut-off switch to avoid interference with new counterflashing/expansion joint flashings.

Expansion joint flashing is to terminate at bottom of louver (Rutland MS Dressing to Gym wall).

At Elementary School Gym walls where wings run into Gym walls, route downspouts across the roof and to closest gutter, run a downspout down to grade and empty on a concrete splashblock.

Provide a new drain bowl, clamping ring, bolts, and cast iron strainer. See Detail 3/A303.

TYP.

NOTE: FIELD VERIFY

ROOF SLOPES

BELOW

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

PARTIAL ENLARGED ROOF PLAN - HOWARD HS

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SCALE: 1/16" = 1'-0"

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NORTH

PROJECT

DRESSING ROOMS

OFFICE

LOWER S

(N.I.C.)

OPEN TO BELOW

DSDS

OPEN TO BELOW

DS DS

TEMPORARILY DISPLACE

DOWNSPOUTS AS NEEDED FROM

STANDING SEAM ROOF SYSTEM -

MAINTAIN WARRANTY COMPLIANCE.

DOWNSPOUTS WILL HAVE TO BE

SHORTENED DUE TO INCREASE IN

NEW ROOF HEIGHT AT THIS LOCATION

DSDSDSDS

EF EF

OUTLINE OF OVERHEAD

DUCTWORK, TYP.

OUTLINE OF OVERHEAD

DUCTWORK, TYP.

SLOPE

CLASS

CONNECTOR

EJEJ

(N.I.C.)

SLOPE

CONDENSATE LINE

LEGEND

GAS LINE

CONDUIT

EF (2' SQ. CURB OR LESS)

EXHAUST FAN

V PLUMBING VENT

RD ROOF DRAIN WITH 4' SQ. SUMP

DS GUTTER & DOWNSPOUT

EQUIPMENT SUPPORT RAIL CURB

ROOF ACCESS HATCH

CONDUIT CONNECTION

WALKWAY PAD

V CURBED VENT

HS HOT STACK

EXPANSION JOINTEJ

PP PITCH PAN

HS HOT STACK

A103

DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

TYP.

NOTE: FIELD VERIFY ROOF SLOPES

TYPICAL KEY NOTES:

Remove areas of wet insulation outward until dry insulation is reached at locations shown on Sheet A250 & A251.

Replace existing gutters with new Kynar coated 24 ga.

galvanized steel or aluminum gutters that match existing sizes and colors. See Detail 4/A302.

Replace existing downspouts with new Kynar coated 24

Install new 16” wide x 6” high overflow scuppers. See Detail 2/A303.

Raise existing curbs to 8" above finished roof as needed.

Provide new metal rail caps at existing curb supports. See Detail 3/A305.

Provide new vent pipe penetrations that are a minimum of 8” above finished roof surface. Provide pipe extensions as needed. See Detail 2/A304.

Provide new expansion joints with sawcut reglet at masonry. See Detail 6/A302.

Temporarily displace conduit as needed to install new wall flashings.

Provide new parapet coping cap to wall transition flashings.

See Detail 3/A301.

Provide new parapet wall flashing and metal coping caps.

Terminate membrane at ends of walls with a clad metal closure and sealant. See Detail 1/A302 & 2/A301.

Provide pipe pillow or roller supports at condensate and gas lines. See Detail 1 & 2/A305.

Prepare, prime, and paint exposed metal at roof hatch.

Prepare, prime, and paint ferrous metal gas lines, exposed metal, and piping.

Replace damaged condensate lines and route lines to the nearest roof drainage location (gutter or primary scupper).

Relocate A/C unit and cut-off switch to avoid interference with new counterflashing/expansion joint flashings.

Expansion joint flashing is to terminate at bottom of louver (Rutland MS Dressing to Gym wall).

At Elementary School Gym walls where wings run into Gym walls, route downspouts across the roof and to closest gutter, run a downspout down to grade and empty on a concrete splashblock.

Provide a new drain bowl, clamping ring, bolts, and cast iron strainer. See Detail 3/A303.

11 11

TYP.

1 3

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

PARTIAL ENLARGED ROOF PLAN - HOWARD HS

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SCALE: 1/16" = 1'-0"

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CLASS NW

CLASS NE

MAIN

CLASS SW

CLASS SE

OPEN TO BELOW

ENTRY

ZONE 3

ZONE 1

ZONE 2

ZONE 1'

(15' HIGH ROOF)

ZONE 3

ZONE 1

ZONE 2

ZONE 3

ZONE 1

ZONE 2

ZONE 1'

(15' HIGH ROOF)

ZONE 1

ZONE 2

ZONE 3

ZONE 3 ZONE 3

(18' HIGH ROOF)

ZONE 1'ZONE 1'

ZONE 1

ZONE 2

ZONE 1'

ZONE 1

ZONE 2

ZONE 1'

(15' HIGH ROOF)

ZONE 1

ZONE 2

ZONE 1'

ZONE 1

ZONE 2

ZONE 1'

ZONE 3ZONE 3

ZONE 1'

ZONE 3

ZONE 3ZONE 3

ZONE 3

(25' HIGH ROOF)

ZONE 3

ZONE 1

ZONE 2

ZONE 3 ZONE 3

ZONE 2

ZONE 1

ZONE 1' (18' HIGH ROOF)ZONE 3

ZONE 2

ZONE 3

ZONE 2

A150

The wind uplift forces are in accordance with the current ASCE 7-22 Standard and are used for the resistance of the designed roofing systems to resist these forces. The analysis of the structures to resist these forces is not included nor a part of this scope of work.

Wind pressures shown are allowable wind pressures and are to be used for the design of the roof assembly. These wind pressures are based on ultimate wind pressures reduced by a factor of 0.6 for wind and increased by a safety factor of 2.0.

Risk Category III Exposure Category B Basic Wind Speed = 115 mph

WIND UPLIFT ZONES AND PRESSURES

ZONE 1' -12.3 psf -10.6 psf

ZONE 1 -21.4 psf -18.5 psf

ZONE 2 -28.3 psf -24.4 psf

ZONE 3 -38.5 psf -33.3 psf

(pounds per square foot - psf)

Note: The basis-of-design is a recover reroof assembly.

The roof securement pattern shall be designed to meet the wind uplift values stated above for the new roof materials only. The Design Professional shall determine if enhancements to the existing roof material securement are needed.

GYM LOW ROOFS, MAIN, KITCHEN

(NO PARAPET) (NO PARAPET)

25' HEIGHT 15' HEIGHT

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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WIND UPLIFT PLAN

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NORTH

ROOM

GYM LOW

(N.I.C.)

ZONE 3

(15' HIGH ROOF)

ZONE 2

(15' HIGH ROOF)

ZONE 1

ZONE 2

ZONE 3

(15' HIGH ROOF)

ZONE 2

ZONE 1

ZONE 1'

ZONE 1

ZONE 2

ZONE 3

A151

Risk Category III Exposure Category B Basic Wind Speed = 115 mph

WIND UPLIFT ZONES AND PRESSURES

ZONE 1' -12.3 psf -10.6 psf

ZONE 1 -21.4 psf -18.5 psf

ZONE 2 -28.3 psf -24.4 psf

ZONE 3 -28.3 psf -33.3 psf

(pounds per square foot - psf)

Note: The basis-of-design is a recover reroof assembly.

DRESSING ROOM GYM CONN. & GYM LOW

(W/ PARAPET) (NO PARAPET)

25' HEIGHT 15' HEIGHT

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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9'-0" TYP.

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NORTH

(N.I.C.)

ZONE 3

(15' HIGH ROOF) ZONE 2

ZONE 1'

ZONE 1

ZONE 3

ZONE 1ZONE 2

ZONE 2 ZONE 1 ZONE 1'

ZONE 3

ZONE 1'

(15' HIGH ROOF)

ZONE 2 ZONE 1

ZONE 1'

ZONE 2ZONE 1

A152

Risk Category III Exposure Category B Basic Wind Speed = 115 mph

WIND UPLIFT ZONES AND PRESSURES

ZONE 1' -10.6 psf

ZONE 1 -18.5 psf

ZONE 2 -24.4 psf

ZONE 3 -33.3 psf

(pounds per square foot - psf)

Note: The basis-of-design is a recover reroof assembly.

KITCHEN, OFFICE - LOWER S

(NO PARAPET)

15' HEIGHT

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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NORTH

LOWER S

(N.I.C.)

OPEN TO BELOW OPEN TO BELOW

ZONE 3

(15' HIGH ROOF)

ZONE 1'

ZONE 2

ZONE 1

ZONE 2

ZONE 1

ZONE 3

(15' HIGH ROOF)

ZONE 1'

ZONE 2

ZONE 1

CLASS

CONNECTOR

(N.I.C.)

ZONE 1'

A153

Risk Category III Exposure Category B Basic Wind Speed = 115 mph

WIND UPLIFT ZONES AND PRESSURES

ZONE 1' -10.6 psf

ZONE 1 -18.5 psf

ZONE 2 -24.4 psf

ZONE 3 -33.3 psf

(pounds per square foot - psf)

Note: The basis-of-design is a recover reroof assembly.

DRESSING ROOM, OFFICE LOWER S

(NO PARAPET)

15' HEIGHT

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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9'-0" TYP.

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NORTH

TAPERED DESIGN AT

DRAIN SUMPS IS 1/2"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN SADDLES IS 1/4"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN CRICKETS IS

1/4" PER FOOT SLOPE

NOTE 1:

MODIFY TAPERED LAYOUT AND

INSULATION LAYERS AS NEEDED

TO PROVIDE UNOBSTRUCTED

VALLEYS IN DRAINAGE SYSTEM

LEGEND:

DENOTES LOCATION OF

TAPERED INSULATION SYSTEM

KITCHEN

CLASS NW

CLASS NE

MAIN

CLASS SW

CLASS SE

OPEN TO BELOW

ENTRY

RIDGE

SLOPESLOPE

G E

RIDGE

SLOPESLOPE

G E

SLOPESLOPE

G E

SLOPE SLOPE

A200

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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14 XX

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12 XX

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NOT TO SCALE

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SCALE: 1/16" = 1'-0"

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NORTH

ROOM

GYM LOW

(N.I.C.)

SLOPE

SLOPESLOPE

G E

RIDGE

(N.I.C.)

SLOPE

TAPERED DESIGN AT

DRAIN SUMPS IS 1/2"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN SADDLES IS 1/4"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN CRICKETS IS

1/4" PER FOOT SLOPE

NOTE 1:

MODIFY TAPERED LAYOUT AND

INSULATION LAYERS AS NEEDED

TO PROVIDE UNOBSTRUCTED

VALLEYS IN DRAINAGE SYSTEM

LEGEND:

DENOTES LOCATION OF

TAPERED INSULATION SYSTEM

A201

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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14 XX

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TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

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NOT TO SCALE

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NORTH

(N.I.C.)

SLOPER

G E

SLOPE

RIDGE

SLOPE

G E

SLOPE SLOPE

SLOPE

TAPERED DESIGN AT

DRAIN SUMPS IS 1/2"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN SADDLES IS 1/4"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN CRICKETS IS

1/4" PER FOOT SLOPE

NOTE 1:

MODIFY TAPERED LAYOUT AND

INSULATION LAYERS AS NEEDED

TO PROVIDE UNOBSTRUCTED

VALLEYS IN DRAINAGE SYSTEM

LEGEND:

DENOTES LOCATION OF

TAPERED INSULATION SYSTEM

A202

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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SCALE: 1/16" = 1'-0"

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TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

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NOT TO SCALE

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NORTH

LOWER S

(N.I.C.)

OPEN TO BELOW

SLOPE

CLASS

CONNECTOR

(N.I.C.)

SLOPE

TAPERED DESIGN AT

DRAIN SUMPS IS 1/2"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN SADDLES IS 1/4"

PER FOOT SLOPE

TAPERED DESIGN AT

DRAIN CRICKETS IS

1/4" PER FOOT SLOPE

NOTE 1:

MODIFY TAPERED LAYOUT AND

INSULATION LAYERS AS NEEDED

TO PROVIDE UNOBSTRUCTED

VALLEYS IN DRAINAGE SYSTEM

LEGEND:

DENOTES LOCATION OF

TAPERED INSULATION SYSTEM

A203

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

N M

, L

, G A

04/13/2026 Issued Drawings

, M

, G

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TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

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NORTH

CLASS NW

CLASS NE

MAIN

CLASS SW

CLASS SE

OPEN TO BELOW

ENTRY

A250

LEGEND:

AREA OF MOISTURE

DETECTED IN ROOF SYSTEM

NOTES:

1. IR Roof Scan: The Contractor is to conduct their own roof independent thrid-party moisture survey within 30 days after Notice to Proceed. The roof moisture survey shall per ASTM C1153-97, “Standard Practice for Location of Wet Insulation in Roofing Systems Using Infrared Imaging and verify this survey using ASTM D7954/D7954M, "Standard Practice for Moisture Surveying of Roofing and Waterproofing Systems Using Non-Destructive Electrical Impedance Scanners”. Evaluate all roofs in the scope of work. Mark, with spray paint, areas determined to have indications of trapped moisture on the roof surface. Provide a PDF plan that documents the actual extent and locations of these areas. Provide a written report with photos that documents the locations and extent of moisture. Test result reports are to be copied to Merik, Inc. employees:

Michael Baker, AIA, RRC, baker@merikinc.com Jody Usry, jusry@merikinc.com and Chuck Kilgore, ckilgore@merikinc.com.

2. Wet Area Repairs: Remove existing membrane, insulation, base flashings, and base boards, down to the roof deck and outward until wet insulation is no longer present when evaluated by using a two-pronged moisture meter probe or other approved equipment. Remove in rectangular areas that can accommodate new polyiso insulation board rectangular shapes. Review the metal roof deck and remove any corrosion by wire brush. Reprime and coat brushed area with a compatible galvanizing paint prior to installing new polyiso insulation.

Install, as loose fill, new polyiso insulation board in two layers in the opening. Flush insulation board out with adjacent roof membrane surface height. Seal any gaps over ¼” with roofing two-part foam urethane. Patch by lapping a modified bitumen cap sheet a minimum of 3” on all sides over the opening.

S H

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W . W

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Project: 26BBEU21RF390

Issues:

Drawn: TRM/ Approved: MB

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04/13/2026 Issued Drawings

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AutoCAD SHX Text

WET INSULATION PLAN

AutoCAD SHX Text

SCALE: 1/16" = 1'-0"

AutoCAD SHX Text

NORTH

MOVING WEATHERSEAL

KEY POINTS:

1. DIMENSION A AND B MUST BE AT LEAST 1/4".

2. RATIO OF A:B SHOULD BE 2:1 MINIMUM.

3. JOINT SURFACE TOOLED CONCAVE.

4. DIMENSION B SUGGESTED MAXIMUM = 3/8"

5. DIMENSION A MAXIMUM CONSULT SEALANT

MANUFACTURER.

CONCERNS:

1. A DEEP SEALANT JOINT WILL NOT HAVE THE SAME

MOVEMENT CAPABILITY AS A PROPERLY DESIGNED

JOINT

2. SLOW CURE DUE TO EXCESSIVE SEALANT DEPTH.

ACCEPTABLE JOINT PROFILE UNACCEPTABLE JOINT PROFILE

FIELD

8 FASTENERS / BD. (1:4 FT2)

PERIMETER

16 FASTENERS / BD. (1:2 FT2)

CORNERS

32 FASTENERS / BD. (1:1 FT2)

MOVING CORNER JOINT

BOND BREAKER

TAPE

KEY POINTS:

1. DIMENSION A AND B MUST BE AT LEAST 1/4".

2. A BOND BREAKER TAPE OR BACKER ROD MUST BE

PRESENT IF JOINT MOVEMENT IS ANTICIPATED.

3. JOINT MUST BE TOOLED INTO A CONCAVE SURFACE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 23, 2026.