3-Bibb 1A 041326 (003).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

This document comprises issued construction drawings for the Bibb County Board of Education (Bibb BOE) Energy Upgrade Project Phase 1A, prepared by MERIK, INC. Building Construction Consultants. The project encompasses roofing system recovery and replacement work at three facilities: Heritage Elementary School, Rutland Middle School, and Rutland High School, all located in Macon, Georgia at 6050 Thomaston Road. The scope of work includes preparation of existing modified bitumen roof systems to receive new mechanically fastened, 60-mil white TPO (thermoplastic polyolefin) roof membrane systems installed over new adhered tapered polyisocyanurate insulation board and a 2-inch mechanically fastened polyiso board layer. Work also encompasses removal and replacement of wet insulation, installation of new flashing systems, gutters, downspouts, copings, and associated sheet metal components. The project includes an independent third-party infrared roof moisture survey to be conducted by the contractor within 30 days of Notice to Proceed, complying with ASTM C1153-97 and verified using ASTM D7954/D7954M standards. All work must comply with current Georgia Building Code (IBC 2024 with Georgia Amendments 2026), IECC 2015 with Georgia supplements, OSHA, and NFPA 241 standards.

The drawing set includes comprehensive details addressing roof plans for Heritage Elementary School and Rutland Middle and High Schools, wind uplift design zones and pressures based on ASCE 7-22 standards with a basic wind speed of 115 mph for Risk Category III exposure, tapered insulation system plans, wet insulation identification maps, and detailed construction specifications for flashing, edge metal, gutters, scuppers, roof drains, curbs, pipe penetrations, and equipment supports. The contractor is responsible for verifying all field dimensions and conditions prior to bid submission, documenting existing conditions before work commences, and protecting building occupants and existing property. A preliminary infrared scan has been conducted by a third party, with results included in the drawings. All construction submittals and field reports from contractors and manufacturers must be submitted within three business days of third-party site visits in Adobe PDF format. The design professional shall determine if enhancements to existing roof material securement are needed to meet specified wind uplift values for new materials only.

View the file

Other files

File	Type	Posted
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
4-Bibb 1B 041326.pdf	PDF	Apr 17, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

MERIK, INC.

BUILDING CONSTRUCTION CONSULTANTS

MERIK PROJECT NO. 26BBEU20RF388

04/13/26 - ISSUED DRAWINGS

BIBB BOE ENERGY UPGRADE

6050 THOMASTON ROAD, MACON, GA 31220

HERITAGE ES/ RUTLAND MS & HS - PHASE IA

INDEX OF DRAWINGS

A000 COVER SHEET

A001 PROJECT INFORMATION AND KEY PLAN

A100 ROOF PLAN - HERITAGE ES

A101 ENLARGED ROOF PLAN - RUTLAND MS

A102 ENLARGED ROOF PLAN - RUTLAND HS

A103 ENLARGED ROOF PLAN - RUTLAND HS

A150 WIND UPLIFT PLAN - HERITAGE ES

A151 WIND UPLIFT PLAN - RUTLAND MS

A152 WIND UPLIFT PLAN - RUTLAND HS

A153 WIND UPLIFT PLAN - RUTLAND HS

A200 TAPERED ROOF PLAN - HERITAGE ES

A201 TAPERED ROOF PLAN - RUTLAND MS

A202 TAPERED ROOF PLAN - RUTLAND HS

A203 TAPERED ROOF PLAN - RUTLAND HS

A250 WET INSULATION PLAN - HERITAGE ES

A251 WET INSULATION PLAN - RUTLAND HS

A300 DETAILS - MISC.

A301 DETAILS - PERIMETER & DRAINAGE

A302 DETAILS - PERIMETER & DRAINAGE

A303 DETAILS - PENETRATIONS

A304 DETAILS - MISC

VICINITY MAP - HERITAGE 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".

A000

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

6260 & 6250 SKIPPER ROAD, MACON, GA 31216

VICINITY MAP - RUTLAND MS & HS

PROJECT LOCATION -

RUTLAND HS

PROJECT LOCATION -

RUTLAND MS

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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 1A 26BBEU20RF388

Heritage ES and Rutland 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 Heritage 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 Heritage 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

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

KEY PLAN - RUTLAND MS & HS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

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 EF

DSDS DS

EFEF

SALVAGE AND REUSE

FACTORY-FABRICATED

RAKE EDGES THAT

ARE NOT DAMAGED

EF V

DSDS DS

EF EF

V V

DS DS

LADDER

V V

CURB COVER W/ PIPE

PENETRATIONS

DS DS

RIDGE

SLOPESLOPE

RIDGE

SLOPESLOPE

G E

SLOPESLOPE

G E

SLOPE 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

A100DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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.

16 18 13

TYP.

1 3

TYP.

1 3

TYP.

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

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

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

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

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

A101

DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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.

AutoCAD SHX Text

PARTIAL ENLARGED ROOF PLAN - RUTLAND MS

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A304

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text A302

AutoCAD SHX Text

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

A102

DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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

AutoCAD SHX Text

PARTIAL ENLARGED ROOF PLAN - RUTLAND HS

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

BELOW

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

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

A103

DO NOT SCALE DRAWINGS - VERIFY

ALL DIMENSIONS IN FIELD

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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

AutoCAD SHX Text

PARTIAL ENLARGED ROOF PLAN - RUTLAND HS

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

NORTH

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

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

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.

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

GYM LOW ROOFS, MAIN, KITCHEN

(NO PARAPET) (NO PARAPET)

25' HEIGHT 15' HEIGHT

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

10'-10" TYP.

AutoCAD SHX Text

10'-10" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

15'-0" TYP.

AutoCAD SHX Text

15'-0" TYP.

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text

10'-9" TYP.

AutoCAD SHX Text

10'-9" TYP.

AutoCAD SHX Text 10'-9"

AutoCAD SHX Text

10'-10" TYP.

AutoCAD SHX Text

WIND UPLIFT PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

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

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

PARTIAL ENLARGED WIND UPLIFT PLAN - RUTLAND MS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

PARTIAL ENLARGED WIND UPLIFT PLAN - RUTLAND HS

AutoCAD SHX Text

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

AutoCAD SHX Text

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

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

9'-0" TYP.

AutoCAD SHX Text

PARTIAL ENLARGED WIND UPLIFT PLAN - RUTLAND HS

AutoCAD SHX Text

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

AutoCAD SHX Text

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: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

14 XX

AutoCAD SHX Text X

AutoCAD SHX Text

12 XX

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TAPERED INSULATION PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

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: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

14 XX

AutoCAD SHX Text X

AutoCAD SHX Text

12 XX

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

PARTIAL ENLARGED TAPERED INSULATION PLAN - RUTLAND MS

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

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: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

14 XX

AutoCAD SHX Text X

AutoCAD SHX Text

12 XX

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

PARTIAL ENLARGED TAPERED INSUALATION PLAN - RUTLAND HS

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

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: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

AutoCAD SHX Text

14 XX

AutoCAD SHX Text X

AutoCAD SHX Text

12 XX

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

PARTIAL ENLARGED TAPERED INSULATION PLAN - RUTLAND HS

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPICAL TAPERED SUMP, SADDLE, AND CRICKET DETAILS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORTH

CLASS NW

CLASS NE

MAIN

CLASS SW

CLASS SE

OPEN TO BELOW

ENTRY

A250

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

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.

AutoCAD SHX Text

WET INSULATION PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

NORTH

LOWER S

(N.I.C.)

OPEN TO BELOW OPEN TO BELOW

A251

S H

R D

R O

A, G

O U

O . B

O X

W . W

E R

O N

, G A

Project: 26BBEU20RF388

Issues:

Drawn: TRM/ Approved: MB

E S/

M S

, M

, G A

04/13/2026 Issued Drawings

, M

, G

LEGEND:

AREA OF MOISTURE

DETECTED IN ROOF SYSTEM

NOTES:

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.