20008-21-ASC-CP-1608-1.pdf

Department of Building & Grounds Architectural Services Division

City of Baton Rouge

Parish of East Baton Rouge

P.O. Box 1471

Baton Rouge, Louisiana 70821

225 389‐4694 Voice

225 389‐4704 Fax

ADDENDUM #1

June 13, 2025

TO ALL BIDDERS

PROJECT: PRIDE FIRE DISTRICT - INDIAN MOUND STATION - RESTART

CITY PARISH PROJECT NO. 21-ASC-CP-1608

The following revisions shall be incorporated in and take precedence over any conflicting part of the original contract documents.

1. Clarification: Bidders must include in their bids all sales and/or use taxes on materials, supplies and equipment to be furnished for use on the project.

2. See attached Addendum prepared by Mougeot Architecture, LLC and dated June 10, 2025. (12 pages).

The following revisions shall be incorporated in and take precedence over any conflicting part of the original contract documents.

TOTAL PAGES ...........................6 (ADDENDUM)

TOTAL PAGES ...........................6 (DRAWINGS)

TOTAL PAGES ...........................13 (INCLUDING THIS PAGE)

FAILURE TO INDICATE RECEIPT OF THIS ADDENDUM ON BID FORM MAY BE CAUSE FOR THE BID TO BE REJECTED

Rob Gray, AIA, LEED AP BD+C, Chief Architect Architectural Services Division 1100 Laurel Street, Rm. 227 Baton Rouge, LA 70802

10343 Siegen Lane Building 7, Suite A Baton Rouge, LA 70810 T: 225.767.1717 F: 225.767.1711 mougeotarchitecture.com 1 of 2

June 10, 2025

Mougeot Architecture, LLC.

10343 Siegen Lane Building 7, Suite A Baton Rouge, LA 70810

TO ALL CONTRACTORS:

This Addendum is hereby made a part of the Contract Documents and modifies drawings and/or specifications dated March 26, 2025.

Pride Fire District – Indian Mound Station (Restart)

PROJECT NO: 21-ASC-CP-1608

MA PROJECT NO: 23009_

The following items shall be considered part of the contract documents and shall be included in the same when Construction Contract is executed. Changes made by Addenda shall take precedence over Original Documents. Any changes, which may affect construction or proper installation of materials, equipment, or fixtures, not specifically mentioned in this addendum, shall be brought to the attention of Designer before submitting bid. Otherwise, such conditions, if found later to exist, must be worked out in an acceptable manner without additional cost to the Owner. Prime Contractors are hereby advised to call attention of all subcontractors to changes which may affect their work.

General/Pre-Bid Comments:

• See attached non-mandatory Pre-Bid Meeting Minutes and sign-in sheet.

• Remove the Sewer impact fee from the allowance list. This cost will be covered by the City-Parish

Bidder Questions Received:

1. On page C-4 (PAVING) the note states, "unless otherwise noted, all paving shall be reinforced with 4x4xw4.0/w4.0 welded wire fabric..." However, on page C-6 (Pavement Details & Utility Notes) all of the details are calling for the use of 6x6-W2.9/W2.9. Can we get clarification on which size wire mesh will be needed?.

Response: Use 6x6-w2.9/w2.9 wire mesh.

Drawings:

• Please see attached updated Civil drawing sheets C4 & C5

• Please see attached updated Architectural sheets AS1.01 and A3.12

• Please see attached new Landscape Plan L1.01 & L1.02

Specifications:

• SECTION 08 36 00 – SECTIONAL DOORS

o Clarification on Part 2.2.A.9.b (2) – Operator Control locations

▪ Operator Controls to be mounted outside Door 102 for Fire Apparatus Bay and Door 205B for EMS Bay.

Exact location to be determined by owner and architect.

ADDENDUM NO. 1

10343 Siegen Lane Building 7, Suite A Baton Rouge, LA 70810 T: 225.767.1717 F: 225.767.1711 mougeotarchitecture.com 2 of 2

Prior Approvals:

The following manufacturers and products have been approved for use in this project in addition to those previously specified.

Acceptance of a particular manufacturer does not excuse said manufacturer from compliance with drawings and specifications.

o 08 36 00 – SECTIONAL OVERHEAD DOORS

▪ Raynor Garage Doors

END OF ADDENDUM NO. 1

Pride Fire District – Indian Mound Station - Restart 06/10/2025 mougeotarchitecture.com Telephone: 225-767-1717 Facsimile: 225-767-1711

MOUGEOT ARCHITECTURE

10343 Siegen Lane, Building 7, Suite A Baton Rouge, Louisiana 70810-4981

PRE-BID CONFERENCE MEETING MINUTES

Pride Fire District – Indian Mound Station - Restart Meeting Location: Central Branch Library Meeting Room 1, 11260 Joor Rd., Central LA 70818 Project No.: 21-ASC-CP-1608 MA Project No.: 23009

Conference Date & Time: Tuesday, June 10th, 2025, at 12:00 PM

• Introductions were made

• Meeting is non-mandatory

• There are 270 construction days o It was brought to everyone’s attention that the city contract does not have Substantial Completion and the construction days are to go until Final Completion. All punch list items need to be completed by the contract date.

• Liquidated Damages are $1,000/day

• Working hours are 7AM-Sunset Monday-Saturday. Sunday work is allowed after requesting and receiving prior approval from the architect and owner.

• The budget will be released at the bid opening

• Addendum #1 will be released soon.

• Prior Approval cut off date is Thursday, June 19th.

• Geotech and allowances were added into the bid set this re-bid

• Physical bids can be submitted directly to the office in person or online following the bid protocol laid out in the Bid Package

• Discussion of scope of work.

o Addition of new fill material / grading and prep for new foundation.

o Installation of new 6,800 square foot 2 bay drive through fire station with administrative supporting spaces and 2 bay drive through EMS station with administrative supporting spaces.

o Site work includes concrete drive access to Liberty Road and Greenwell Springs Port Hudson Road, and two retention ponds.

• The anticipated start date of the project is approximately 6 weeks after the bid.

• Pre-bid meeting adjourned and bidders were encouraged to visit the project site.

• See attached the sign-in sheet.

Respectfully submitted, Alison Melancon, Project Manager, AIA

Alison Melancon amelancon@mougeotarchitecture.com

225.767.1717 Mougeot Architecture

NEW CONCRETE DRIVE

(RE: CIVIL)

GREENWELL SPRINGS PORT HUDSON RD.

LIBERTY ROAD

PROPERTY LINE

' B

/L

7.5' SEWER SERVITUDE

25' B/L

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

25' B/L

25' B/L

25' B/L

PROPERTY LINE

PROPERTY LINE

7.5' SEWER SERVITUDE

' S

EW

ER

S

ER

VI

TU

DE

PR

OP

ER

TY

LI

NE

PROPERTY LINE

7.5' SEWER SERVITUDE

PR

OP

ER

TY

LI

NE

NEW CONCRETE DRIVE

(RE: CIVIL)

S

NORTH DETENTION POND

(RE: CIVIL)

SOUTH DETENTION POND (RE: CIVIL)

ZONE B-2

ZO

NE

R -1

ZONE B-2

ZONE R-1 ZONE B-2

R/W

R/W

R/W

SITE TRIANGLE

SITE TRIANGLE

SITE TRIANGLE

SPEED LIMIT 55 MPH

SPEED LIMIT 55 MPH

NEW 120' LONG 3' TALL

TREATED LUMBER PICKET

BUFFER FENCE (30%

OPENING MAX) W/HOT

DIPPED GALVANIZED NAILS

NEW 95' LONG 3' TALL TREATED

LUMBER PICKET BUFFER FENCE

(30% OPENING MAX) W/HOT

DIPPED GALVANIZED NAILS

ALL PLANTS SHOWN AT 60%

MATURITY

L1.02

CER CAN

2" Cal.

AZA A14

3 gal.

COR FLO

2" Cal.

TAX ASE

2" Cal.

ACE DMM

2" Cal.

ACE DMM

2" Cal.

TAX ASE

2" Cal.

ILE D2

#3

GAU B2

#3

DIA V2

#1

MAG BLA

2" Cal.

LANDSCAPE REQUIREMENT CALCULATIONS

1.

2.

3.

4.

5.

DEVELOPED SITE AREA = 33,000 SF

STREET YARD PLANTING AREA = 2,000 SF

VEHICULAR USE AREA = 25,000 SF

BUFFER YARDS (F1) = 4,000 SF

TOTAL = 64,000

LANDSCAPE PLAN KEYNOTES

STREET YARD PLANTING

BUFFER YARD

BUFFER FENCE

VEHICULAR USE AREA

LANDSCAPE PLANTING NOTES

SITE PLAN LEGEND

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

a.

b.

c.

CONTRACTOR SHALL BEAR FULL RESPONSIBILITY IN VERIFYING LOCATIONS OF EXISTING SITE UTILITIES

AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAID UTILITIES DURING CONSTRUCTION.

ALL TREE, SHRUB, AND BED LOCATIONS ARE TO BE LAID OUT IN THE FIELD BY THE CONTRACTOR AND APPROVED THE ARCHITECT PRIOR TO INSTALLATION. GIVE THE ARCHITECT 72 HOURS NOTICES.

THE CONTRACTOR SHALL BE RESPONSIBLE IN DETERMINING QUANTITIES THAT MEET THE DESIGN

INTENT.

ALL PLANT MATERIAL SHALL BE CONTAINER GROWN UNLESS NOTED OTHERWISE.

APPLY A PRE-EMERGENT HERBICIDE TO ALL BED PREP AREAS.

ALL ORGANIC MULCHES AND PINE STRAW SHALL BE FREE OF DELETERIOUS MATERIALS, INSECT

LARVAE, WEED SEED, AND ANIMAL PATHOGENS. MULCH SHALL BE MORE THAN 95% HARDWOOD,

COMPOSTED A MINIMUM OF 100 DAYS. SIZE OF MULCH SHAVINGS SHALL NOT EXCEED 1-1/2".

EXISTING TREES, SHRUBS, AND SOD NOT DESIGNED FOR REMOVAL SHALL BE REPLACED IF DAMAGED

DURING CONSTRUCTION.

REMOVE WASTE MATERIALS, INCLUDING GRASS, VEGETATION, AND TURF AND LEGALLY DISPOSE OF IT

OFF OF OWNER'S PROPERTY.

TOTALLY GRUB AREA TO RECEIVE BEDS AND/OR SOD BY CHEMICALLY ERADICATING EMERGING

VEGETATION, REMOVING EXISTING VEGETATION AFTER VEGETATION IS DEAD, THEN PROCEEDING WITH PROPER BED AND SOD INSTALLATION IN ACCORDANCE WITH THE PLANTING PLAN. REMOVE ROOTS, PLANTS, SODS, STONE, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO

PLANT GROWTH.

GRADE LAWN AND GRASS AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE

TEXTURE. ROLL AND RAKE, REMOVE RIDGES, AND FILL IN DEPRESSIONS TO MEET FINISH GRADES AND

ENSURE POSITIVE DRAINAGE.

ANY AND ALL SOIL MIXES MUST BE FREE OF BIOLOGICAL CONTAINMENTS AND WEEDS.

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL WORK.

PROVIDE PROTECTION TO ALL FINISHED WORK UNTIL ACCEPTED BY OWNER.

ALL SINGLE TRUNK TREES SHALL HAVE MINIMUM TWO (2) INCH CALIPER IMMEDIATELY AFTER PLANTING AND MUST MEASURE A MINIMUM OF EIGHT (8) FEET TALL. MULTI-TRUNK TREES SHALL HAVE MAIN

STEMS WITH A MINIMUM ONE (1) INCH CALIPER

WARRANTY PERIOD:

TREES, SHRUBS, VINES, AND ORNAMENTAL GRASSES: 12 MONTHS

GROUNDCOVERS, BIENNIALS, PERENNIALS, AND OTHER PLANTS: 12 MONTHS

ANNUALS: 3 MONTHS

PINESTRAW MULCH - LONGLEAF

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5'' TRENCH EDGING

3'' PINESTRAW

MULCH LAYER

SOD

SUBGRADE

COMPACT PLANTING MIX INTO MOUND

UNDERNEATH EACH SHRUB

SCRUFF ROOTBALL (TYP.)

LOOSEN SUBSOIL AT BOTTOM OF

PIT 6" MIN.

5"

PREPARE DEPTH OF SHRUB BED PER

SIZE OF SHRUB.

GRADE

SUBGRADE

TWICE ROOT BALL DIA.

LOOSEN SUBSOIL AT BOTTOM OF PIT 6" MIN.

SCARIFY SIDES OF PIT

SET BALL 2" HIGHER THAN GRADE

BACKFILL + PLANTING MIX

4" SAUCER RIM SLOPED GRADUALLY TO

FINISH GRADE,

3" MIN. LAYER

2" X 2" WOOD STAKE, 6"

(18" BELOW GRADE PAINT w/ FLAT BLACK

EXTERIOR PAINT.

IF TREE CAL. IS 2-1/2" OR LESS, NO. 12

GAUGE GALVANIZED GUY WIRE,

DOUBLE .AND TWISTED TIGHT.

WHITE FLAGGING TAPE (ONE PER WIRE)

BLACK REINFORCED PROTECTIVE HOSE.

PLACE ABOVE 1ST TIER OF BRANCHES.

1.

2.

NOTE:

PRUNE AS DIRECTED. DO NOT CUT LEADER.

ALL SINGLE TRUNK TREES SHALL HAVE A MINIMUM TWO (2)

INCH CALIPER IMMEDIATELY AFTER PLANTING AND MUST

MEASURE A MINIMUM OF EIGHT (8) FEET TALL.

GRADE

SUBGRADE

TWICE ROOT BALL DIA.

LOOSEN SUBSOIL AT BOTTOM OF PIT 6" MIN.

SET BALL 2" HIGHER THAN GRADE. REMOVE

BURLAP + WIRE FROM TOP 6" OF BALL.

BACKFILL + PLANTING MIX

4" SAUCER RIM SLOPED GRADUALLY TO

FINISHED GRADE.

3" MULCH LAYER

2" WOOD STAKES 6' MIN. (18" BELOW GRADE) PAINT w/

FLAT BLACK EXTERIOR PAINT (3 TOTAL-SPACE

EQUALLY AT 120O AROUND TREE, WRAP TOP 1/3 OF

ROD w/ WHITE 2" REFLECTIVE TAPE. CONNECT TO

MAJOR TRUNK, INTERCONNECT MAJOR TRUNKS.

MO. 10 GALV. GUY WIRE. DOUBLED + TWISTED TIGHT.

BLACK REINFORCED PROTECTIVE HOSE. PLACE

ABOVE 1ST TIER OF BRANCHES.

1.

2.

3.

NOTE:

3 GUY WIRES REQUIRED PER PLANT. SPACE EQUALLY AT

120O AROUND TREE, CONNECTED TO MAJOR TRUNK.

INTERCONNECT MAJOR TRUNKS.

DO NOT CUT LEADER.

MULTI-TRUNK TREES SHALL HAVE MAIN STEMS WITH A

MINIMUM ONE (1) INCH CALIPER IMMEDIATELY AFTER

PLANING AND MUST MEASURE A MINIMUM OF EIGHT (8)

FEET TALL.

PLANTING.....................................................................................=10,000

(2,000 SF) MULCH (LONGLEAF PINE STRAW)..........................=$1,500

3' PICKET FENCE 10$ LF.............................................................=$3,000

BED PREP, EQUIP, LABOR......................................................... =$7,000

TOP SOIL.......................................................................................=$5,000

TOTAL FOR LANDSCAPE SUB.................................................=$26,500

GC MARKUP..................................................................................=$5,000

TOTAL:$31,500

TAX D2

2" Cal.

CAR L2

#3

FAR J2

#3

ILE D2

#3 MUH C2

#3

GAU B2

#3

DIA V2

#1

Mougeot Architecture Copyright © 2023

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Plant Schedule Symbol Plant Code

Botanical Name

Common Name Size Count LAFX Cost

Deciduous Trees ACE DMM Acer rubrum drummondii Drummond Red Maple

2" Cal. 3 150

CER CAN Cercis canadensis

Eastern Redbud

2" Cal. 8 150

COR FLO Cornus florida Flowering Dogwood

2" Cal. 2 250

TAX ASE Taxodium ascendens

Pond Cypress 2" Cal. 9 200

TAX D2 Taxodium distichum

Bald Cypress 2" Cal. 5 175

Flowering Trees MAG BLA Magnolia grandiflora `D.D.

Blanchard`

D.D Blanchard Southern Magnolia

2" Cal. 3 140

Perennials CAR L2 Carex lurida Lurid Sedge #3 140 10

GAU B2 Gaura lindheimeri `Bantam Pink`

Bantam Pink Compact Gaura

#3 28 12

Shrubs AZA A14 Azalea x

`Conlea` Autumn Rouge® Encore® Azalea

3 gal. 19 15

DIA V2 Dianella tasmanica `Variegata`

Variegated Flax Lily

#1 53 10

FAR J2 Farfugium japonicum

Leopard Plant #3 25 15

ILE D2 Ilex vomitoria `Schillings Dwarf`

Schillings Dwarf Yaupon Holly

#3 24 30

MUH C2 Muhlenbergia capillaris

Dwarf Pink Muhly Grass 'Pink Flamingo'

#3 10 20

SCALE: 1" = 1'-0"2 TRENCH EDGING DETAIL

SCALE: 3/8" = 1'-0"3 TREE PLANTING DETAIL

SCALE: 3/8" = 1'-0"4 MULTI-TRUNK TREE PLANTING DETAIL

COST

SCALE: 3/16" = 1'-0"1 ENLARGED LANDSCAPE PLAN

NEW CONCRETE DRIVE

(RE: CIVIL)

GREENWELL SPRINGS PORT HUDSON RD.

LIB

E

R T

Y R

O A

D

PROPERTY LINE

' B

/L

7.5' SEWER SERVITUDE

25' B /L

P R

O P

E R

T Y

LIN

E

P R

O P

E R

T Y

LIN

E

PROPERTY LINE

25' B/L

25' B/L

25' B /L

PROPERTY LINE

PROPERTY LINE

7.5' SEWER SERVITUDE

' S

E W

E R

S E

R V

IT

U

D E

P R

O P

E R

T Y

L I N

E

PROPERTY LINE

7.5' SEWER SERVITUDE

P R

O P

E R

T Y

L

IN

E

NEW CONCRETE DRIVE

(RE: CIVIL)

CONCRET E WHEEL STOP, TYP. (RE: CIVIL )

CONCRET E WHEEL STOP, TYP. (RE: CIVIL )

CONCRET E WHEEL STOP, TYP. (RE: CIVIL )

CONCRET E WHEEL STOP, TYP. (RE: CIVIL )

U-SHAPED BOL LARD, T YPE (RE: AS1.01)

U-SHAPED BOL LARD, T YPE (RE: AS1.01)

EXIT L IGHT FIXT URE (RE: ELEC. DWGS.)

U-SHAPED BOL LARD, T YPE (RE: AS1.01)

U-SHAPED BOL LARD, T YPE (RE: AS1.01)

U-SHAPED BOL LARD, T YPE (RE: AS1.01)

EXIT L IGHT FIXT URE (RE: ELEC. DWGS.)

F LAGPOLE

S

EXISTING FIRE HYDRANT (RE: CIVIL )

EXISTING SEWER MANHOLE (RE: CIVIL )

3/4" CONDUIT AND PUL L ST RING FOR DATA

AND ELECT RICAL (RE: ELECTRICAL )

F ILL MITIGATION / DET ENTION POND (RE:

CIVIL )

F ILL MITIGATION / DET ENTION POND (RE:

CIVIL )

EXISTING SEWER MANHOLE (RE: CIVIL )

EXISTING SEWER MANHOLE (RE: CIVIL )

EXISTING SEWER MANHOLE (RE: CIVIL )

EXISTING SEWER MANHOLE (RE: CIVIL )

NORTH DETENTION POND

(RE: CIVIL)

SOUTH DETENTION POND (RE: CIVIL)

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SITE PLAN

P ri d e F ir e D is tr ic t

In d ia n M o u n d S ta ti o n

(R e s ta rt

AS1.01

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Keynote Legend

Key Value Keynote Text

1 CONCRETE WHEEL STOP, TYP. (RE: CIVIL)

2 U-SHAPED BOLLARD, TYPE (RE: AS1.01)

3 EXIT LIGHT FIXTURE (RE: ELEC. DWGS.)

4 FLAGPOLE

5 EXISTING FIRE HYDRANT (RE: CIVIL)

6 EXISTING SEWER MANHOLE (RE: CIVIL)

7 3/4" CONDUIT AND PULL STRING FOR DATA AND ELECTRICAL (RE:

ELECTRICAL)

8 FILL MITIGATION / DETENTION POND (RE: CIVIL)

NORTH

N O

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ISSUE/REVISIONS DATE

1 ADDENDUM 1 6/5/25

DOOR,

RE:SCHEDULE

41/2" 31/2"

ALUMINUM

STOREFRONT

SYSTEM

DOOR,

RE:SCHEDULE

SEE SPECS"

ALUMINUM STOREFRONT

SYSTEM

BACKER ROD AND CAULK

JOINT, BOTH SIDES 2"

213/16" VARIES 213/16"

1/2"1/2"

(2) TWO LAYERS OF 5/8"

GYPSUM BOARD EACH SIDE

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

DOUBLE STUD @ JAMB, TYP.

2"

213/16" VARIES 213/16"

1/2"

1/2"

METAL LINER PANEL

(RE: SPEC 07 42 13)

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

STEEL CHANNEL BY PEMB

BRICK VENEER

PLYWOOD SHEATHING

4"

H

IN

G E

2"

115/16" VARIES 115/16"

1/2"1/2"

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

BOTH SIDES

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

DOUBLE STUD @ JAMB, TYP.

2"

213/16" VARIES 213/16"

1/2"

1/2"

5/8" GYPSUM BOARD,

PAINTED (RE: SPEC 09 29 00)

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

STEEL CHANNEL BY PEMB

METAL R-PANEL (RE: SPEC 13 34 19)

R-20 BATT INSULATION (RE: SPEC 07 21 00)

2X6 WOOD STUD INFILL WALL @ 16" O.C.

HELD OFF 1/2" FROM INTERIOR FACE OF GIRT

ALUMINUM

STOREFRONT

SYSTEM

BRICK

BACKER ROD AND

CAULK JOINT,

BOTH SIDES

2X6 DOUBLE STUD

@ JAMB, TYPICAL

EXTERIOR SHEATHING

WATERPROOFING

MEMBRANE

5/8" GYPSUM BOARD

BUILDING INSULATION

35/8" 13/4" 5/8" 8" 1/2"

213/16" VARIES 213/16"

2"

1/2" 1/2"

HOLLOW METAL FRAME AS

SCHEDULED

DOOR (RE: SCHEDULE)

STEEL ANGLE, RE: STRUCTURAL

WEEPS @ 32" O.C.

2X6 WOOD HEADER

METAL FLASHING, TURN 12"

MIN UP WALL

EXTERIOR SHEATHING

WATERPROOFING MEMBRANE

METAL R-PANEL (RE:

SPEC 04 72 13)

BRICK

115/16" VARIES 115/16"

2"

1/2" 1/2"

DOOR (RE:SCHEDULE)

HOLLOW METAL

FRAME AS SCHEDULED

2X4 WOOD STUD

HEADER

5/8" GYPSUM

BOARD

BOTH SIDES

2X (RE:

STRUCTURAL)

1/2" WOOD SHEATHING

213/16" VARIES 213/16"

2"

1/2" 1/2"

5/8" GYPSUM BOARD

METAL R-PANEL (RE: SPEC 13 34 19)

DOOR (RE:SCHEDULE)

HOLLOW METAL

FRAME AS SCHEDULED

R-20 BATT INSULATION

(RE: SPEC 07 21 00)

2X6 WOOD STUD INFILL WALL @ 16"

O.C. HELD OFF 1/2" FROM INTERIOR

FACE OF GIRT

STEEL CHANNEL BY PEMB

35/8" 13/4" 5/8" 51/2" 5/8"

ALUMINUM STOREFRONT

SYSTEM (RE: SPECS)

STEEL ANGLE, RE: SPECS

WEEPS @ 32" O.C.

2X6 WOOD HEADER

METAL FLASHING, TURN 12"

MIN UP WALL

EXTERIOR SHEATHING

WEATHER BARRIER

5/8" GYPSUM BOARD

SEALANT AND BACKER ROD,

BOTH SIDES

213/16" VARIES 213/16"

2"

1/2" 1/2"

DOOR (RE:SCHEDULE)

HOLLOW METAL

FRAME AS SCHEDULED

2X WOOD

STUD HEADER

5/8" GYPSUM

BOARD BOTH

SIDES

2X (RE:

STRUCTURAL)

1/2" PLYWOOD SHEATHING

METAL LINER PANEL TRIM

EXTERIOR METAL PANEL

(RE: SPEC 07 42 13)

OVERHEAD DOOR AND

OVERHEAD DOOR TRACK

SUPPORT, GC MUST

COORDINATE WITH OVERHEAD

DOOR SUBMITTAL AND SUB-

CONTRACTOR PRIOR TO

INSTALLATION

(RE: SPEC 08 36 13)

INTERIOR METAL WALL PANEL

(RE: SPEC 07 42 13)

PROVIDE METAL

PANEL TRIM AT DOOR

JAMB

LONG-TAB BANDED INSULATION SYSTEM

(RE: SPEC 07 21 00)

STEEL C-ANGLE

STEEL L-ANGLE

PROVIDE MANUFACTURER'S

ALUMINUM BODIED WITH

FOAM RUBBER GASKETING

JAMB SEAL. INSTALL PER

MANUFACTURER'S

RECOMMENDATION

PRE-ENGINEERED METAL BUILDING

STRUCTURAL FRAMING AROUND DOOR

PROVIDE METAL PANEL

TRIM AT DOOR HEAD

EXTERIOR METAL PANEL

(RE: SPEC 07 42 13)

5" LONG TAB BANDED INSULATION

SYSTEM (RE: SPEC 07 21 00)

STEEL L-ANGLE

PROVIDE MANUFACTURER'S

ALUMINUM BODIED WITH FOAM

RUBBER GASKETING HEAD

SEAL. INSTALL PER

MANUFACTURER'S

RECOMMENDATION

OVERHEAD DOOR AND TRACK

SUPPORT, GC MUST COORDINATE

WITH OVERHEAD DOOR SUBMITTAL

AND SUB-CONTRACTOR PRIOR TO

INSTALLATION (RE: SPEC 08 36 13)

SOLDIER COURSE BRICK HEADER (RE:

SPEC 04 20 00)

STEEL BEAM, PAINTED (RE: STRUCTURAL)

EXTERIOR PLYWOOD SHEATHING

(RE: SPEC 06 16 00)

PROVIDE MANUFACTURER'S ALUMINUM BODIED WITH FOAM

RUBBER GASKETING HEAD SEAL. INSTALL PER

MANUFACTURER'S RECOMMENDATION

LONG TAB BANDED INSULATION SYSTEM

(RE: SPEC 07 21 00)

PROVIDE METAL PANEL TRIM AT DOOR HEAD

MOISTURE BARRIER

WEEPS @ 32" O.C., TYP.

AIR SPACE

METAL FLASHING WITH DRIP EDGE

J-TRIM (RE: SPEC 07 62 00)

HORIZONTAL M-PANELS (RE: SPEC 07 42 13)

OVERHEAD DOOR AND TRACK

SUPPORT, GC MUST COORDINATE

WITH OVERHEAD DOOR SUBMITTAL

AND SUB-CONTRACTOR PRIOR TO

INSTALLATION (RE: SPEC 08 36 13)

1-1/2" HAT CHANNELS

GALVANIZED L6X3-1/2 X 5/16 LINTEL WITH 8" BEARING EACH SIDE (RE: STRUCTURAL)

METAL FLASHING WITH DRIP EDGE

115/16" VARIES 115/16"

2"

1/2" 1/2"

DOOR (RE:SCHEDULE)

HOLLOW METAL

FRAME AS SCHEDULED

2X4 WOOD STUD

HEADER

2X (RE:

STRUCTURAL)

1/2" WOOD SHEATHING

METAL WALL PANEL

J-TRIM

FRP PANEL

2"

1/2" PLYWOOD SHEATHING

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

DOUBLE STUD @ JAMB, TYP.

METAL WALL PANEL

(RE: SPECS)

115/16" VARIES 115/16"

1/2"1/2"

FIBER REINFORCED PANELING

(RE: SPEC 06 83 16)

2"

213/16" VARIES 213/16"

1/2"

1/2"

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME AS SCHEDULED

DOOR (RE:SCHEDULE)

STEEL CHANNEL BY PEMB

METAL R-PANEL (RE: SPEC 13 34 19)

R-20 BATT INSULATION (RE: SPEC 07 21 00)

METAL PANEL 8'-0" HIGH (RE: SPEC 13 34 19)

213/16" VARIES 213/16"

2"

1/2" 1/2"

METAL PANEL 8'-0" HIGH (RE: SPEC 13 34 19)

METAL R-PANEL (RE: SPEC 13 34 19)

DOOR (RE:SCHEDULE)

HOLLOW METAL

FRAME AS SCHEDULED

R-20 BATT INSULATION (RE: SPEC 07 21 00)

STEEL CHANNEL BY PEMB

2"

213/16" VARIES 213/16"

1/2"1/2"

(2) TWO LAYERS OF 5/8"

GYPSUM BOARD EACH SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

7/8" HAT CHANNEL @ 24" O.C.

STEEL CHANNEL BY PEMB

METAL R-PANEL (RE:

SPEC 13 34 19)

2"

213/16" VARIES 213/16"

1/2"1/2"

(2) TWO LAYERS OF 5/8"

GYPSUM BOARD EACH SIDE

JAMB ANCHOR, 3 PER SIDE

HOLLOW METAL FRAME

AS SCHEDULED

DOOR (RE:SCHEDULE)

7/8" HAT CHANNEL @ 24" O.C.

STEEL CHANNEL BY PEMB

METAL R-PANEL (RE:

SPEC 13 34 19)

MASONRY CAULK & BACKER ROD

METAL LINER

PANEL TRIM

OVERHEAD DOOR AND

TRACK SUPPORT, GC

MUST COORDINATE WITH

OVERHEAD DOOR

SUBMITTAL AND SUB-

CONTRACTOR PRIOR TO

INSTALLATION (RE: SPEC

08 36 13)

AIR SPACE

BRICK VENEER

PRE-ENGINEERED METAL BUILDING

STRUCTURAL FRAMING AROUND DOOR

PROVIDE MANUFACTURER'S

ALUMINUM BODIED WITH FOAM

RUBBER GASKETING JAMB SEAL.

INSTALL PER MANUFACTURER'S

RECOMMENDATION

LONG-TAB BANDED INSULATION SYSTEM

(RE: SPEC 07 21 00)

PROVIDE METAL PANEL TRIM AT

DOOR JAMB

MOISTURE BARRIER

EXTERIOR GRADE PLYWOOD

SHEATHING (RE: SPEC 06 16 00)

1-1/2" HAT CHANNELS

SLOPE 1:12 1

/2

EXPANSION JOINT

(RE: CIVIL)

OVERHEAD DOOR WITH SILL

GASKETING (RE: SPEC 08 36 00)

REINFORCED SLAB, SLOPE AWAY

FROM OPENING (RE: STRUCTURAL)

SCALE: 1 1/2" = 1'-0"3 STOREFRONT SILL

SCALE: 1 1/2" = 1'-0"13 EXT. HEAD DETAIL

SCALE: 1 1/2" = 1'-0"14 2X4 INT. HEAD DETAIL

SCALE: 1 1/2" = 1'-0"16 EXT. HEAD DETAIL

SCALE: 1 1/2" = 1'-0"7 EXT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"8 2X4 INT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"10 EXT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"1 THRESHOLD DETAIL

SCALE: 1 1/2" = 1'-0"2 THRESHOLD DETAIL

SCALE: 1 1/2" = 1'-0"9 EXT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"15 EXT. HEAD DETAIL

SCALE: 1 1/2" = 1'-0"5 U301 - HEAD DETAIL

SCALE: 1 1/2" = 1'-0"4 U301 - JAMB DETAIL

Mougeot Architecture Copyright © 2023

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DETAILS

P ri d e F ir e D is tr ic t

In d ia n M o u n d S ta ti o n

(R e s ta rt

A3.12

C O

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-1

SCALE: 3" = 1'-0"6 OVERHEAD DOOR JAMB W/ MTL PANEL

SCALE: 3" = 1'-0"19 EXT. OH DOOR HEADER ON METAL PANEL WALL

SCALE: 3" = 1'-0"18 EXT. OH DOOR HEADER ON BRICK WALL

ISSUE/REVISIONS DATE

1 ADDENDUM 1 6/5/25

SCALE: 1 1/2" = 1'-0"17 2X4 INT. HEAD DETAIL

SCALE: 1 1/2" = 1'-0"11 2X4 INT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"20 EXT. JAMB DETAIL

SCALE: 1 1/2" = 1'-0"22 EXT. HEAD DETAIL

SCALE: 1 1/2" = 1'-0"23 U301 - EXT HEAD DETAIL

SCALE: 1 1/2" = 1'-0"21 U301 - EXT. JAMB DETAIL

SCALE: 3" = 1'-0"12 OVERHEAD DOOR JAMB IN BRICK WALL

SCALE: 3" = 1'-0"24 OVERHEAD DOOR SILL