FAKZ169003 Addendum No. 3 SIGNED.pdf

Date: 20 June 2023

To: CMSgt. William Hall

Subject: ADDENDUM NO. 3

Project: AIRCRAFT MAINTENANCE UNIT FACILITY

Job #: ANG# FAKZ169003 / SSL# 18153

From: David Donovan

The plans and Specifications for the Aircraft Maintenance Unit Facility, dated 01 August 2021 are amended as follows. (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern).

Item No. 1: Refer to drawings. Add the attached drawing sheet A0.1 with a revised date of 20 June 2023.

Item No. 2: Refer to drawings. Delete drawing sheet A2.1 “First Floor Plan” and replace it with the attached drawing sheet with a revised date of 20 June 2023.

Changes include, but are not limited to, the following:

- Addition of countertop detail section in Room 103, Maintenance Debrief.

- Change countertop from “GFCI” to “CFCI”

Item No. 3: Refer to drawings. Delete drawing sheet A2.2 “Second Floor Plan” and replace it with the attached drawing sheet with a revised date of 20 June 2023.

- Revised mullion spacing at opening type 2B.

- Add chase wall for wall mounted toilet fixture hangars in rooms

204 & 205.

AIRCRAFT MAINTENANCE UNIT FACILITY FAKZ169003

ADDENDUM NO. 3 Page 2 of 4 Seay Seay & Litchfield, P.C. 20 June 2023

Item No. 4: Refer to drawings. Delete drawing sheet A2.3 “Wall Type / Dimension

Floor Plan” and replace it with the attached drawing sheet with a revised date of 20 June 2023.

- Add chase wall for wall mounted toilet fixture hangars in rooms 204 & 205.

Item No. 5: Refer to drawings. Delete drawing sheet A3.5 “Glazed Opening

Schedule” and replace it with the attached drawing sheet with a revised date of 20 June 2023.

- Revised glazing types within opening 1F.

- Revised mullion spacing at opening type 2B.

- Add mullion detail to opening type 2B.

Item No. 6: Refer to drawings. Delete drawing sheet A6.1B “Enlarged Restroom

Plans & Elevations” and replace it with the attached drawing sheet with a revised date of 20 June 2023. Drawing has been updated to indicate a chase wall in second floor restrooms.

Item No. 7: Refer to specifications. Delete specification 00 0102 “Project Information

& Summary,” and replace it with the attached specification with a revised date of 20 June 2023. Specification has been updated to add Contractor’s Qualified Fire Protection Engineer Requirements and description of recent soil remediation project and resulting elevated temperature of in-situ soil.

Item No. 8: Refer to specifications. Delete specification 07 4113 “Metal Roof

Panels,” and replace it with the attached specification with a revised date of 20 June 2023. Specification has been updated to reflect that the Roofing Consultant Services will be furnished by the Government.

Item No. 9: Refer to specifications. Delete specification 07 4213 “Ribbed Metal Wall

Metal Wall Panels,” and replace it with the attached specification with a revised date of 20 June 2023. Specification has been updated to reflect that the Roofing Consultant Services will be furnished by the Government.

Item No. 10: Refer to specifications. Delete specification 07 4293 “Metal Soffit

Panels,” and replace it with the attached specification with a revised date of 20 June 2023. Specification has been updated to reflect that the Roofing Consultant Services will be furnished by the Government.

ADDENDUM NO. 3 Page 3 of 4 Seay Seay & Litchfield, P.C. 20 June 2023

Item No. 11: Refer to specifications. Delete specification 07 5400 “Thermoplastic

Membrane Roofing,” and replace it with the attached specification with a

Item No. 12: Refer to specifications. Delete specification 07 6200 “Sheet Metal

Flashing and Trim,” and replace it with the attached specification with a

Item No. 13: Refer to specifications. Delete specification 10 2800 “Toilet, Bath, and

Laundry Accessories,” and replace it with the attached specification with a revised date of 20 June 2023. Specifications have been updated to include revised trash / paper towel receptacles, soap dispenser, and toilet tissue dispensers.

Item No. 14: Refer to drawings. Delete drawing sheet FP0.1 “Fire Protection General

Notes, Legend, and Abbreviations” and replace it with the attached drawing sheet with a revised date of 20 June 2023.

- Add QFPE Requirements

Item No. 15: Refer to drawings. Delete drawing sheet E4.1 “First Floor Plan -

Auxiliary” and replace it with the attached drawing sheet with a revised date of 13 June 2023.

- Relocate CCTV camera positions.

- Clarify type (fix versus PTZ) of each CCTV camera.

Item No. 16: Refer to drawings. Delete drawing sheet E4.2 “Second Floor Plan -

Auxiliary” and replace it with the attached drawing sheet with a revised date of 13 June 2023.

- Delete NVR in room 215.

- As referenced in RFI responses, the facility CCTV cameras are intended to report to Base Defense Operations Control (BDOC) in Building 1502 where they will be monitored. Local monitoring of CCTV cameras in the AMU facility is not required. Coordinate camera system with existing head end equipment in the BDOC.

Ensure system is configured for recording and storage of a minimum of 30 days of video footage from the AMU facility.

ADDENDUM NO. 3 Page 4 of 4 Seay Seay & Litchfield, P.C. 20 June 2023

Item No. 17: Refer to drawings. Delete drawing sheet E4.5 “Communication Details” and replace it with the attached drawing sheet with a revised date of 13 June 2023.

- Add fiber optic cabling between the AMU and Squadron Operations Facility Server Room for ALIS connectivity.

Item No. 18: Refer to drawings. Delete drawing sheet E4.6 “Partial Floor Plans –

Comm Room Layouts” and replace it with the attached drawing sheet with a revised date of 13 June 2023.

- Add fiber optic cabling between the AMU and Squadron Operations Facility Server Room for ALIS connectivity.

Item No. 19: Refer to drawings. Delete drawing sheet E6.1 “Fire Alarm Riser and

Notes” and replace it with the attached drawing sheet with a revised date of 20 June 2023.

- Add QFPE Requirements

End of Addendum #3

CREPE M

YRTLE

CREPE M

YRTLE

x

FLIGHT LINE

APPROXIMATE LIMITS OF SQUAD

OPS FACILTY CONSTRUCTION SITE

APPROXIMATE

LIMITS OF AMU

FACILITY

CONSTRUCTION

SITE

CRUSHED AGGREGATE WALKWAY INSTALLED WITHIN THE SQUAD

OPS PROJECT. COORDINATE FENCING WITH ADJACENT SQUAD

OPS CONSTRUCTION EFFORTS.

AMU FACILITY CONSTRUCTION IS LIKELY TO BE ONGOING

DURING THE COURSE OF CONSTRUCTION OF THIS

PROJECT. CONTRACTOR TO COORDINATE THE WORK WITH

THE AWARDED CONTRACTOR FOR THE SQUAD OPS

PROJECT. PARKING AND STORAGE AREA ALONG THE

NORTH SIDE OF THE SQUAD OPS SITE WILL BE SHARED

BETWEEN THE AWARDED CONTRACTORS.

AREA RESERVED FOR GOVERNMENT

PARKING ONLY - CONSTRUCTION PARKING

NOT PERMITTED

CONTRACTOR PARKING AND

STORAGE AREA FOR FAKZ

189102

ACCESS TO CONSTRUCTION

PARKING AND STORAGE AREA

ANTICIPATED EXTENTS OF CONTRACTOR'S

SITE SECURITY FENCING. CONTRACTOR TO

PROVIDE FENCING AS REQUIRED AT SITE

BOUNDARY AND PARKING/STORAGE AREA

BOUNDARY AS REQUIRED TO PROTECT

CONTRACTOR MATERIAL/EQUIPMENT FROM

DAMAGE/THEFT AS WELL AS TO PREVENT

UNAUTHORIZED ACCESS TO

CONSTRUCTION AREAS AND PROTECT

SAFETY OF GENERAL PUBLIC WHO WILL

CONTINUE TO OCCUPY THE GENERAL AREA

DURING CONSTRUCTION ACTIVITIES.

CONTRACTOR TO FIELD VERIFY AND

COORDINATE FENCE LOCATIONS WITH

CONTRACTING OFFICER ON SITE.

CONTRACTOR PARKING AND

STORAGE AREA

APPROXIMATE EXTENTS OF EXISTING FLIGHT LINE SECURTY

FENCING. FENCING TO REMAIN. TIE NEW CONSTRUCTION

SECURITY FENCING TO EXISTING FLIGHT LINE SECURITY

FENCING.

ACCESS TO CONSTRUCTION

PARKING AND STORAGE AREA

FOR SQUAD OPS PROJECT

ANTICIPATED EXTENTS OF CONTRACTOR'S

SITE SECURITY FENCING. CONTRACTOR TO

PROVIDE FENCING AS REQUIRED AT SITE

BOUNDARY AND PARKING/STORAGE AREA

BOUNDARY AS REQUIRED TO PROTECT

CONTRACTOR MATERIAL/EQUIPMENT FROM

DAMAGE/THEFT AS WELL AS TO PREVENT

UNAUTHORIZED ACCESS TO

CONSTRUCTION AREAS AND PROTECT

SAFETY OF GENERAL PUBLIC WHO WILL

CONTINUE TO OCCUPY THE GENERAL AREA

DURING CONSTRUCTION ACTIVITIES.

CONTRACTOR TO FIELD VERIFY AND

COORDINATE FENCE LOCATIONS WITH

CONTRACTING OFFICER ON SITE.

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

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H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

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IN

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D E

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G

N

A0.1

SITE ACCESS

DIAGRAM

A

IR

CR

A

FT

M

A

IN

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N

A N

CE

FA

CI

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

Rev. Description Date

1 ADD#3 6/20/23

1" = 30'-0"A0.1

1 SITE ACCESS PLAN

1 REFER TO CIVIL DRAWINGS FOR EXTENT OF DEMOLITION OF

EXISTING FENCING. CONTRACTOR TO COORDINATE

SEQUENCE AND SCHEDULE FOR REMOVAL OF TEMPORARY

CONSTRUCTION FENCING AND EXISTING FLIGHT LINE

SECURTY FENCING WITH SECURITY FORCES AND OVERALL

CONSTRUCTION SCHEDULE. FENCING SHALL REMAIN IN

PLACE FOR THE DURATION OF THE PROJECT. TEMPORARY

RELOCATION OF FENCING TO ALLOW PAVING CONNECTION

TO FLIGHT LINE WILL BE ALLOWED AND SHALL BE

COORDINATED IN ADVANCE WITH SECURITY FORCES.

REMOVAL OF FENCING SHALL NOT PROCEED UNTIL

COMPLETION OF LANDSCAPE WALLS TO PERMANENTLY

SECURE FLIGHT LINE AND AUTHORIZATION BY THE

GOVERNMENT.

SPECIFIC NOTES

UP

A4.2

L O

C

KE

R S

110 SF

BATTERY

STORAGE

109D

LINEAR NO-TOUCH

WASH BASIN - SEE

PLUMBING

HAZ AND SAP

PMA RACK PROVIDED BY

GENERAL CONTRACTOR.

EQUAL TO TEKCART

UNIVERSAL SC-DPH-48L-09

A5.1

A4.1

ICE MAKER - SEE SPECS

1221 SF

MENS

434 SF

WOMENS

492 SF

READY ROOM III

1063 SF

READY ROOM II

803 SF

READY ROOM I

314 SF

MAINTENANCE

DEBRIEF

345 SF

PRO SUPER

109 SF

SECURE

STORAGE

79 SF

COMM

93 SF

ELECTRICAL

55 SF

FIRE

345 SF

MECHANICAL

43 SF

BATTERY

CHARGING

109E

470 SF

EQUIPMENT

CHECKOUT

A5.2

A5.2

A5.2

A5.2

2 31 76

G

D

C

B

A

54 SF

JANITOR

J

106 SF

ELEV. MACHINE

ROOM

209 SF

STAIR

101B

144 SF

VESTIBULE

101A

979 SF

CIRCULATION

101C

76 SF

VEST.

101D

A7.11 2

A6.1 2

A6.13

A5.1

A5.1

A7.1

109C

109F

113112

109D

109G

101D

105A106A

105B

107B

101G

101A

109A109B

115 116 117 118

101E

101C

342 SF

TOOL COUNTER

1538 SF

TOOL STORAGE

(WEAPONS)

154 SF

DEPLOYMENT

LOADING

109B

720 SF

TOOL STORAGE

(AMU)

109C

A6.1B

A6.1B

A6.4

A5.3

A5.4

A5.3

A5.3

A5.3

106B

A5.4

A5.3

A5.3

101F

43 SF

VEST.

101E

107D

107E

A7.2 1

149 SF

BATHROOM

VESTIBULE

A6.2

A6.2

A6.3

A2.1

A7.2

A4.2 2 A4.11

E

H

1L

1K

1O

1P

1Q1Q

1R1S

1T

1N

1M

1M

BOLLARDS

1A

1B

1C

1D

1E

1G1H1I1G

1J

1F

A7.1 12

178 SF

TOOL STORAGE

(AVIONICS)

109G

MECHANICAL UNITS - SEE

MECHANICAL

MECHANICAL UNITS -

SEE MECHANICAL

L2.0

L2.0

101B

C.9

C.J.C.J.

SIM

107G

METAL

WALL

PANEL

BRICK

VENEER

ALL EQUIPMENT IN THIS SPACE TO BE

PROVIDED BY THE GOVERNMENT

107H

(3) AUTOMOTIVE SHELF

CABINETS WITH DOOR EQUAL

TO A1-232940FT-S2FHDN BY

BURROUGH BY CONTRACTOR.

PROVIDE TAPERED STAINLESS

STEEL TOP 30" DEEP, LENGTH

AS REQUIRED.

(5) MODULAR DRAWER

CABINETS EQUAL TO

M1-232940FT-MA05AL BY

BURROUGH PROVIDED BY

CONTRACTOR.

ELECTRIC WATER COOLER

WITH BOTTLE FILLER - SEE

PLUMBING

PROVIDE STAINLESS STEEL

COUNTERTOP 30" DEEP,

LENGTH AS REQUIRED.

109E

SIM

K

2.6 2.8 5.2 5.4 5.9 7.1 7.5

F

D.6

7.3

103A C

O U N

TE

R C

FC

I)

A7.4

3 7

D

C

B

A

2936 SF

MECHANICAL

MEZZANINE

A2.4

A2.4

A2.4

A2.6

MECHANICAL UNITS - SEE MECHANICAL

OPEN

TO

BELOW

A2.6

1. REFER TO TITLE SHEETS FOR ADDITIONAL GENERAL NOTES.

2. PROVIDE METAL STUD FURRING/FRAMING AND 5/8" GWB TO CONCEAL ALL STRUCTURAL ELEMENTS FROM FLOOR TO 6" FINISHED CEILING, UNLESS NOTED OTHERWISE.

3. GWB ON INTERIOR SIDE OF EXTERIOR WALLS TO EXTEND TO UNDERSIDE OF ROOF DECK AND/OR FLOOR DECK AS REQUIRED TO CONCEAL WALL

INSULATION.

GENERAL NOTES

LEGEND:

DOOR - SEE DOOR SCHEDULE

101 DOOR TAG - SEE DOOR SCHEDULE

ROOM NAME

101 ROOM TAG

A101

SIM

SECTION TAG

SF1 GLAZED OPENING TAG

RECESSED FIRE EXTINGUISHER CABINET

(CFCI)

(GFGI)

INDICATED ITEMS TO BE FURNISHED AND INSTALLED BY THE

CONTRACTOR

INDICATED ITEMS TO BE FURNISHED AND INSTALLED BY THE

GOVERNMENT.

GYPSUM BOARD METAL STUD VERTICAL EXPANSION JOINT

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

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IN

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RI

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D E

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G

N

A2.1

FIRST FLOOR PLAN

A

IR

CR

A

FT

M

A

IN

TE

N

A N

CE

FA

CI

LI

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D A

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

1/8" = 1'-0"A2.1

1 FIRST FLOOR PLAN

1/8" = 1'-0"A2.1

2 MECHANICAL MEZZANINE

SPECIFIC NOTE LEGEND

ACCESS LADDER - COORDINATE LOCATION WITH ALL ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION, STRUCTURAL, AND PLUMBING ELEMENTS. REFER TO SECTION 5/A2.4

PROVIDE STEEL PAINTED RAILINGS TO PROTECT INACTIVE LEAVES OF SLIDING DOOR (INTERIOR AND EXTERIOR). LOCATE VERTICAL 1 1/2" POSTS AS REQUIRED. COORDINATE LOCATION WITH DOOR MANUFACTURER. GUARD TO BE 36" TALL, WITH 1-1/2" RAILS AS FOLLOWS:

TOP RAIL@ 36" AFF, INTERMEDIATE RAIL @ 18" AFF, BOTTOM RAIL @ 4" AFF. PAINT.

3 PROVIDE ONE GLASS WRITABLE BOARD IN THIS LOCATION, TO BE 7'-2 3/4" LONG, 3'-0" TALL, BOTTOM EDGE TO BE MOUNTED AT 3'-0" AFF.

4 PROVIDE REMOVABLE GUARDRAIL ACROSS ENTIRE OPEN EDGE OF MEZZANINE. REMOVEABLE SECTIONS SHALL BE NO LONGER THAN 8'-0" - SPACE BETWEEN REMOVABLE SECTIONS SHALL NOT BE GREATER THAN 4". SUBMIT COMPLETE SHOP DRAWINGS FOR WRITTEN APPROVAL.

5 PROVIDE 2,000 LB CAPACITY DAVIT CRATE WITH 87.25 INCH REACH MINIMUM. EQUAL TO VESTIL WTJ-20-4-DC. COORDINATE EXACT

LOCATION WITH GOVERNMENT AND MECHANICAL / ELECTRICAL EQUIPMENT AS REQUIRED.

6 ELECTRICAL OUTLETS ON THIS WALL TO BE MOUNTED ABOVE STORAGE SOLUTIONS - COORDINATE WITH COUNTER HEIGHT. SEE ELCTRICAL.

Rev. Description Date

1 ADD#2 5/19/23

2 ADD#3 6/20/23

UP

A4.2

A5.1

OPEN TO BELOW

151 SF

ST SGT

155 SF

NCOIC

155 SF

NCOIC

155 SF

WEAPONS

SUPER

161 SF

AVIONICS

SUPER

210 161 SF

FLIGHT OFF.

208 SF

FLIGHT OFF.

376 SF

CONFERENCE

ROOM

378 SF

BREAK ROOM

58 SF

UNI RR

63 SF

UNI RR

204 180 SF

ELECTRICAL /

COMM

109 SF

CTK OFFICE

295 SF

FSR ADMIN

A5.2

A5.2

A5.2

A5.2

2 31 76

G

D

C

B

A

J

965 SF

CIRCULATION

201C

674 SF

FLIGHT ADMIN

A5.1

334 SF

CIRCULATION

201B

A5.1

A5.4

128 SF

STAIR

201A

204205

201B

213 212 211214 210 209

201A

A5.3

A5.4

A5.3

A5.3

A5.3

A5.4

A6.2

A6.2

A6.3

A6.1B 2

A7.3

A7.3

A7.6

A7.6 2

A7.63

E

H

2I

2J

2L

2M2M2M2M2M2M

2N

2O

2K

A2.6

2A 1B

1C

1D

2B

2C1F

2D2D2D2D

2E

2E

2F 2F

2G

2G

A7.3

A6.1B

201C

C.9

A2.6

METAL

WALL

PANEL

BRICK

VENEER

A5.2

A5.2

SIM

SIM

K

2.6 2.8 5.2 5.4 5.9 7.1 7.5 7.7

F

D.6

7.3

1. REFER TO TITLE SHEETS FOR ADDITIONAL GENERAL NOTES.

2. PROVIDE METAL STUD FURRING/FRAMING AND 5/8" GWB TO CONCEAL ALL STRUCTURAL ELEMENTS FROM FLOOR TO 6" FINISHED CEILING, UNLESS NOTED OTHERWISE.

3. GWB ON INTERIOR SIDE OF EXTERIOR WALLS TO EXTEND TO UNDERSIDE OF ROOF DECK AND/OR FLOOR DECK AS REQUIRED TO CONCEAL WALL

INSULATION.

GENERAL NOTES

LEGEND:

DOOR - SEE DOOR SCHEDULE

101 DOOR TAG - SEE DOOR SCHEDULE

ROOM NAME

101 ROOM TAG

A101

SIM

SECTION TAG

SF1 GLAZED OPENING TAG

RECESSED FIRE EXTINGUISHER CABINET

(CFCI)

(GFGI)

INDICATED ITEMS TO BE FURNISHED AND INSTALLED BY THE

CONTRACTOR

INDICATED ITEMS TO BE FURNISHED AND INSTALLED BY THE

GOVERNMENT.

GYPSUM BOARD METAL STUD VERTICAL EXPANSION JOINT

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

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IN

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RI

O R

D E

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G

N

A2.2

SECOND FLOOR

PLAN

A

IR

CR

A

FT

M

A

IN

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N

A N

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FA

CI

LI

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U

N

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D A

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

1/8" = 1'-0"A2.2

1 SECOND FLOOR PLAN

PROVIDE PARTITION CLOSURE TRIMS IN THIS LOCATION - SEE 9/A2.41

SPECIFIC NOTE LEGEND

PROVIDE FURRING FOR ENCLOSURE OF VAPOR MITIGATION VENT,

SIZE AS REQUIRED TO CONCEAL. COORDINATE WITH ADJACENT

GLAZED OPENING - REFER TO VAPOR MITIGATION DRAWINGS.

Rev. Description Date

1 ADD#3 6/20/23

G C J

G C J

G C J

G C J G C J

GCJ GCJ

GCJ

2 31 7

G

D

C

B

A

J

N8N8N8N8

N8 N8N8

N8

N8

N8

N8 N8

N8

N4

N4

N8

N8

N8 N8

N8 N8

N8

N8 N8

N8

N8

N4

N8

N8

N4

N4

N4

N8N8

N8

N8

N8

N8 N8

N8 N8

N8 N8

N8

N8N8

N8N8

N8

N8 N8

N8N8

N8

N4

N4

N4

N4

N4

N4 N4

N4

N8

N8

N8

N8 N8

N8 N8

N8

N8 N8

N8 N8

N8

C6 C6

C3

C3

C3

C3

C3

C3

C3

C8

C3

C8

C3

C3

C3

C6

C3C3

C3

C3

C3A1

A3

C3

N8

N8

N8

N8

A1

A1

E

H

A3

C6

A1

A1

A1A1

A0A1

11' - 6 7/8" 12' - 8 3/4" 4' - 10"

3' - 3 5/16" 3' - 4"

5' - 4"

2' - 4 11/16"

4' - 10" 11' - 6"

2' - 7 7/16" 4' - 9 7/8" 0' - 7 13/16"

10' - 4 3/8" 13' - 2 1/16"

/1

/1

/1

/3

/4

40' - 8 3/4" 5' - 10 1/2" 8' - 5 7/16" 9' - 10 5/16"

10' - 6 5/16" 13' - 7 15/16" 1' - 4 7/16"

/1

/1

/8

/1

/1

/4

9' - 11 1/4"

8' - 0 1/4"

6' - 0 3/4" 6' - 7 7/8" 7' - 9" 7' - 7 1/8" 14' - 1 1/2"

/4

/8

1' - 11 13/16" 2' - 3 5/8"

8' - 1 1/2"

/8

24' - 1 11/16" 31' - 6"

3' - 3 5/8" 3' - 3 5/8"

4' - 8 1/4"

/1

/4

/1

5' - 6" 7' - 6"

5' - 2 9/16"

/4

13' - 3 1/16"

/1

/8

2' - 4" 3' - 1 7/8"

2' - 4 3/8"

10' - 6 1/4"

13' - 1 1/8"

/1

/8

5' - 2 5/8" 13' - 0"

6' - 9 1/8"

3' - 8 5/8" 10' - 6 1/2"

1' - 5 3/8"

10' - 0 7/8"

/1

2' - 1 23/32" 2' - 0" 2' - 0" 2' - 0" 6' - 0 15/32" 0' - 11 1/4"

/4

9' - 4 5/8"

3' - 10 7/16"

/3

/1

C3

C3C3

C.9

THESE WALLS

TO EXTEND TO

10'-0" AFF

K

2.6 2.8 5.2 5.4 5.9 7.1 7.5

F

2 31 76

G

D

C

B

A

J

N8

C6A1

A1

N8 N8

N8

N8

C6C6

C6

C6

A3C6

A3 C6

C6

C3

C3C3C3 C3

C3

C3

C3

C3

C6

C3

C3

C6

E E

H

13' - 6 3/8" 8' - 11 15/16"

1' - 0 1/16"

12' - 0 1/8" 11' - 11 7/8" 12' - 0"

11' - 1 1/4" 10' - 7 1/8" 10' - 7 3/8"

2' - 1 1/4"3' - 0"2' - 11 7/8"3' - 0 1/8"2' - 7 7/8"

1' - 0 9/16"

2' - 9 3/8" 19' - 10 1/2"

/8

/3

/8

/3

/4

/4

/2

8' - 1 7/8"

8' - 9 5/8"

5' - 8 3/8"

4' - 9 7/8" 15' - 10 7/16" 9' - 2 7/16"

/1

/1

/1

/1

11' - 6 7/8" 12' - 8 3/4" 4' - 10"

3' - 3 5/16"

3' - 4"

5' - 4"

2' - 4 11/16" 4' - 10"

11' - 6"

2' - 7 7/16" 4' - 9 7/8" 0' - 7 13/16"

5' - 8"

4' - 8 3/8"

3' - 8" 9' - 6 1/16"

2' - 1 13/32" 2' - 0" 2' - 0" 2' - 0"

/4

2' - 3 1/8"

2' - 3 1/8"

4' - 2 1/4"

1' - 0 1/4"

/2

2' - 9 3/4" 1' - 0"

/3

0' - 6 5/8"9' - 0 23/32"3' - 1 7/16"

12' - 0 11/16"

/8

/4

/2

0' - 10 1/8"

A0 C3

A0

C.9

K

2.6 2.8 5.2 5.4 5.9 7.1 7.5 7.7

F

D.6

7.3

22222

222222

A3 2

1 2*

1. THE FIRST CHARACTER IN THE TAG REFERENCES THE PARTITION TYPE

2. THE SECOND CHARACTER IN THE TAG REFERENCES THE THICKNESS

OF THE STRUCTURE (CMU, METAL STUD, WOOD, ETC.)

REFER TO INTERIOR ELEVATIONS AND ASSOCIATED WALL SECTIONS

AND DETAILS FOR ADDITIONAL FURRING REQUIREMENTS AND

FINISHES NOT SHOWN ON WALL TYPE PLAN SCHEDULE.

**NOTE - REFER TO LIFE SAFETY PLAN FOR PARTITION RATINGS**

PARTITION TAG LEGEND

1. REFER TO FLOOR PLANS FOR ADDITIONAL FURRING REQUIREMENTS THAT MAY NOT BE

SHOWN ON THIS DRAWING.

2. REFER TO EXTERIOR WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES. THIS PLAN MAY

REQUIRE ADDITION FUR-OUT NOT SHOWN ON THIS DRAWING.

3. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WALLS ( INCLUDING STRUCTURE, FINISH,

AND INSULATION) SHALL EXTEND TO UNDERSIDE OF ROOF DECK ABOVE.

4. ALL WALLS TO RUN FULL HEIGHT TO STRUCTURE ABOVE. COORDINATE OPENINGS TO

ACCOMODATE MECHANICAL. SEAL ALL PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE

PROTECTION PENETRATIONS.

5. FOR EXTERIOR WALL EXPANSION JOINTS SEE EXTERIOR ELEVATIONS.

6. REFER TO A2.7 AND SPECIFICATION SECTION 01 2300 FOR LOCATIONS DEMOUNTABLE

PARTITIONS TO BE PROVIDED BY BID OPTION.

DIMENSION NOTES: ALL DIMENSIONS ARE MEASURED AS FOLLOWS:

- INTERIOR STUD WALLS ARE DIMENSIONED TO THE CENTER LINE OF THE WALL

- EXTERIOR WALLS ARE DIMENSIONED TO THE OUTSIDE FACE OF THE STUDS OR CMU.

WALL TYPE PLAN LEGEND

EXTEND PARTITION WALLS TO UNDERSIDE OF ROOF

DECK OR FLOOR. SEE A2.6 FOR PARTITION HEAD

DETAILS. PROVIDE CODE COMPLIANT SEAL

WALL TAG

# SPECIFIC NOTE TAG

GYPSUM CONTROL JOINT - REFER TO DETAIL 6/A2.4

WALL TYPE PLAN GENERAL NOTES

WALL TYPE PLAN SPECIFIC NOTES

WALLS IN THESE AREAS TO RECEIVE ADDITIONAL FINISHES.

WALL TAGS ARE INTENDED TO IDENTIFY GENERAL WALL

ASSEMBLY REQUIREMENTS. REFER TO INTERIOR

ELEVATIONS. SUBSTITUTION OF CEMENTITIOUS BOARD FOR

GYPSUM WALL BOARD IS REQUIRED WHERE WALL IS

SCHEDULED TO RECIEVE TILE.

AS AN ALTERNATE CONSTRUCTION METHOD, THIS WALL IS

TO BE A DEMOUNTABLE PARTION PROVIDED BY BID OPTION.

REFER TO A2.7 AND SPECIFICATION SECTION 01 2300 FOR

ADDITIONAL INFORMATION.

DENOTES REQUIRED STC50 RATED ASSEMBLY. GROUT

FILL ALL CELLS. GROUT TOP OF WALL TIGHT TO

UNDERSIDE OF FLOOR ABOVE.

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

A2.3

WALL TYPE /

DIMENSION

FLOOR PLAN

A

IR

CR

A

FT

M

A

IN

TE

N

A N

CE

FA

CI

LI

TY

U

N

IT

D A

N N

E

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IE

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M O

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

1/8" = 1'-0"A2.3

1 1ST FLOOR - WALL TYPE / DIM PLAN

1/8" = 1'-0"A2.3

2 2ND FLOOR - WALL TYPE / DIM PLAN

Rev. Description Date

1 ADD#2 5/19/23

2 ADD#3 6/20/23

(Aluminum Curtain Wall System)

1A

Opening Type 1A

IG-1 IG-1

SEE DOOR

SCHEDULE

AS SCHEDULED

DOOR WIDTH

D O

O R

H

EI

G H T

A S S

C H

ED

U

LE

D

EQ EQ

A5.5

A5.8

A5.8

SIM

(Aluminum Window System)

1B

Opening Type 1B

IG-2

IG-1

IG-1

IG-1

IG-1

IG-1IG-1

IG-1IG-1

EQ EQ

6' - 2 3/4"

/2

/2

/4

/4

/4

/4

A5.6

A5.7

A5.5

A5.8

A5.8

A5.8

A5.8

IG-2

IG-1

IG-1

(Aluminum Window System)

1C

Opening Type 1C

IG-1 IG-1 IG-1 IG-1

IG-1IG-1IG-1IG-1

IG-1 IG-1 IG-1 IG-1

IG-1IG-1IG-1IG-1

IG-1 IG-1 IG-1 IG-1

IG-1IG-1IG-1IG-1

17' - 6 3/8"

/4

/8

/8

/4

A5.6

A5.5

A5.7

A5.8

A5.8

A5.8

A5.8

SIM

SIM

EQ EQ EQ EQ

(Aluminum Curtain Wall System)

1D

Opening Type 1D

IG-1 IG-1 IG-1

IG-1IG-1IG-1

IG-2 IG-2 IG-2

IG-1IG-1

EQ

AS SCHEDULED

DOOR WIDTH

EQ

D O

O R

H

EI

G H T

A S S

C H

ED

U

LE

D

/4

SEE DOOR SCHEDULE

7' - 9 3/4"

A5.5

A5.8

A5.8

A5.9

(Aluminum Window System)

1E

Opening Type 1E

IG-1 IG-1 IG-1

IG-2IG-2IG-2

EQEQEQ

A5.5

A5.8

A5.8

A5.5

12' - 7 3/4"

(Aluminum Curtain Wall System)

1G

Opening Type 1G

IG-1 IG-1 IG-1

IG-2IG-2IG-2

3' - 3 3/4" 3' - 4 1/2" 3' - 3 3/4"

10' - 0"

A5.9

A5.9

A5.9

A5.9

(Aluminum Curtain Wall System)

1H

Opening Type 1H

IG-2 IG-2 IG-2

IG-1IG-1

SEE DOOR

SCHEDULE

3' - 4" 3' - 4 1/4"

AS SCHEDULED

DOOR WIDTH

10' - 0"

SEE NOTE 6

D O

O R

H

EI

G H T

A S S

C H

ED

U

LE

D

A5.9

A5.9

A5.9

A5.9

(Aluminum Curtain Wall System)

1I

Opening Type 1I

IG-2 IG-2 IG-2

IG-1IG-1

SEE DOOR

SCHEDULE

10' - 0"AS SCHEDULED

DOOR WIDTH

3' - 4 3/8" 3' - 3 7/8"

D O

O R

H

EI

G H T

A S S

C H

ED

U

LE

D

A5.9

A5.9

SEE NOTE 6

A5.9

A5.9

(Aluminum Curtain Wall System)

1F

Opening Type 1F

IG-2 IG-2

IG-1IG-1

IG-1 IG-1

IG-2IG-2

IG-2 IG-2

IG-1IG-1 SEE DOOR

SCHEDULE

EQ EQ

/4

/2

/2

D O

O R

H

EI

G H T

A S S

C H

ED

U

LE

D

/2

5' - 0 7/8"

A5.5

A5.9 ___________3

A5.9

A5.8

(Aluminum Window System)

1J

Opening Type 1J

IG-1IG-1IG-1

4' - 0" 4' - 0" 4' - 0"

12' - 0"

A5.7

A5.9

A5.9

A5.7

(Aluminum Window System)

2A

Opening Type 2A

IG-1 IG-1 IG-1

IG-1IG-1IG-1

IG-1 IG-1 IG-1

/2

/2

/4

/4

3' - 3 1/2" 3' - 3 1/2" 3' - 3 1/2"

A5.7

A5.8

A5.6

A5.8

(Aluminum Window System)

2B

Opening Type 2B

IG-1IG-1IG-1IG-1

IG-1 IG-1 IG-1 IG-1

/2

/2

21' - 4"

A5.5

A5.6

A5.6

A5.6

SIM

5' - 4" 5' - 4" 5' - 4" 5' - 4"

A2.4

(Aluminum Window System)

2D

Opening Type 2D

IG-1IG-1IG-1

IG-1 IG-1 IG-11

/2

/2

EQ EQ EQ

10' - 0"

A5.7

A5.5

A5.8

A5.8

(Aluminum Window System)

2E

Opening Type 2E

IG-1 IG-1

4' - 0" 4' - 0"

8' - 0"

A5.7

A5.8

A5.8

A5.6

(Aluminum Window System)

2F

Opening Type 2F

IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1

35' - 10 1/8"

A5.6

A5.8

A5.8

A5.6

IG-1

A5.7

8' - 4 3/4"0' - 10 1/8"26' - 7 1/4"

4' - 8 3/4" 3' - 8"3' - 8 1/8" 4' - 7" 4' - 7" 4' - 7" 4' - 7" 4' - 7"

A5.6

A5.6

(Aluminum Window System)

2C

Opening Type 2C

IG-1

IG-1

A5.5

A5.8 ___________9

A5.8

A5.7

8' - 6 1/2"

8' - 6 1/2"

IG-1

IG-1

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

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G

N

A3.5

GLAZED OPENING

SCHEDULE

A

IR

CR

A

FT

M

A

IN

TE

N

A N

CE

FA

CI

LI

TY

U

N

IT

D A

N N

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08/01/2021

NJ, SS, LG, JJ

FEL

GENERAL CURTAIN WALL AND STOREFRONT NOTES:

1. BLAST MITIGATION

A. ALL EXTERIOR GLAZED CURTAIN WALL AND STOREFRONT FRAMED ENTRANCE ASSEMBLIES. INCLUDING, BUT NOT LIMITED TO, GLAZING, FRAMING, CONNECTIONS, AND SUPPORTING STRUCTURAL ELEMENTS MUST MEET OR EXCEED DESIGN AND TEST REQUIREMENTS OF UFC 4.10.01 DOD MINIMUM ANTI-TERRORISM

STANDARD FOR BUILDINGS (LATEST EDITION).

2. FIRE-RESISTANCE RATING

A. ALL INTERIOR AND EXTERIOR CURTAIN WALL, STOREFRONT AND STOREFRONT FRAMED ENRANCE SHALL BE

PROVIDED TO MEET THE FIRE-RESISTANCE RATINGS AT LOCATIONS INDICATED ON SCHEDULES AND

DRAWINGS. SEE LIFE SAFETY PLAN FOR REQUIRED ASSEMBLY RATINGS.

3. CURTAIN WALL AND STOREFRONT MANUFACTURER/ FABRICATOR/ INSTALLER SHALL PROVIDE, INSTALL AND/OR ANCHOR ANY ADDITIONAL STEEL/REINFORCEMENT NOT OTHERWISE SHOWN ON DRAWINGS AND PROVIDE ALL ANCHORAGES NECESSARY TO MEET ANTI-TERRORISM STANDARDS AND INTERNATIONAL BUILDING CODE

WINDLOADING REQUIREMENTS.

4. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION FOR CURTAIN WALL AND STOREFRONT.

IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPENCIES.

5. INSTALL CURTAIN WALL AND STOREFRONT ASSEMBLIES AND IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

6. COORDINATE CLEAR OPENING (WIDTH AND HEIGHT) OF CURTAIN WALL TO ACCOMODATE ALUMINUM SUBFRAME

WITH OPENING SIZES SPECIFIED.

*GENERAL NOTE: VERIFY ALL DIMENSIONS WITH JOB CONDITIONS PRIOR TO FABRICATION

Rev. Description Date

1 ADD#3 6/20/23

E

F

BD

G

PNT 5

A

RB1

D

B

PNT 5

K

G

E

C

F

CL

RB1

IK C

PNT 5

RB 1

SS2

1' - 9"

CHECK ELECTRICAL

RB 1

MM

N N

M

N

HT-1

PNT-1

RB 1

P

N N M M

HT-1

HT-1

RB 1

O

E N

P

N

MM

HT-1

E

CONCRETE MASONRY UNIT

WATERPROOOF MEMBRANE

THIN SET HARD TILE WITH EPOXY GROUT

SEALANT & BACKER ROD

WATERPROOFING

HARD TILE - SEE FINISH SCHEDULE

AND FLOOR PATTERN PLAN

SETTING BED

ADA COMPLIANT SLOPE

RECESSED SLAB - SEE

STRUCTURAL

ADA COMPLIANT SLOPENO SLOPE

A6.1B 2

A6.1B 4

SIM

F

G

B

D

F

G

D

B

KK

CC

E E

58 SF

UNI RR

63 SF

UNI RR

I I

A A

1' - 8" 1' - 8"

/8

/8

204205

JJ

/2 " M

IN

/2 " M

IN

A6.1 ___________4

A6.1

FIRE EXTINGUISHER - SEE LIFE SAFETY PLAN

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

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G

N

A6.1B

ENLARGED

RESTROOM PLANS

& ELEVATIONS

A

IR

CR

A

FT

M

A

IN

TE

N

A N

CE

FA

CI

LI

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U

N

IT

D A

N N

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18153

08/01/2021

NJ, SS, LG, JJ

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1/2" = 1'-0"A6.1B

2 SECOND FLOOR RESTROOM ELEVATION A

1/2" = 1'-0"A6.1B

3 SECOND FLOOR RESTROOM ELEVATION B

1/2" = 1'-0"A6.1B

4 SECOND FLOOR RESTROOM ELEVATION C

1/2" = 1'-0"A6.1B

5 MEN'S SHOWER NORTH ELEVATION

1/2" = 1'-0"A6.1B

6 MEN'S SHOWER SOUTH ELEVATION

1/2" = 1'-0"A6.1B

7 WOMEN'S SHOWER ELEVATION

GENERAL NOTES:

1. REFER TO SPEC SECTION 10 2800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

FOR TOILET AND BATH ACCESSORIES SCHEDULE.

2. PROVIDE AND INSTALL CONCEALED WOOD BLOCKING IN STUD FRAMING WALLS

FOR SECURING TOILET ACCESSORIES AND TOILET PARTITIONS PER

MANUFACTURERS RECOMMENDATION PRIOR TO INSTALLING SUBSTRATES AND

FINISH WALL MATERIALS.

3. LOCATE AND INSTALL TOILET ACCESSORIES AT HEIGHTS AND DISTANCES

COMPLYING WITH ICC A117.1 (LATEST EDITION), ADA (LATEST EDITION), AND

MANUFACTURERS INSTALLATION RECOMMENDATIONS FOR COMPLYING WITH

ADA.

4. REFER TO PLUMBING FOR ADDITIONAL REQUIREMENTS.

5. PROVIDE 3/4" THICK QUARTZ SS2 AS SHOWN BEHIND ELECTRIC HAND-DRYER AS

SHOWN IN ROOMS 205 AND 205. QUARTZ TO PROJECT OUT FROM GYPSUM

WALL BOARD 3/4". THE RUBBER BASE SHALL TERMINATE IN THE 1/4" QUARTZ

PROJECTION.

3" = 1'-0"A6.1B

8 SHOWER FLOOR DETAIL, TYPICAL

3/4" = 1'-0"A6.1B

1 SECOND FLOOR UNISEX RESTROOM PLANS

Rev. Description Date

1 ADD#3 6/20/23

AIRCRAFT MAINTENANCE FACILITY 18153/FAKZ169003 AUG 01, 2021

DANNELLY FIELD, MONTGOMERY, AL TYPE B-3(100%)

Revised 20 June 2023

PROJECT INFORMATION AND SUMMARY 000102 - 1

SECTION 000102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Aircraft Maintenance Unit Facility, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ169003

C. Architect's Project Number: 18153.

D. The Owner, hereinafter referred to as the Government: Alabama Air National Guard.

E. Owner's Representatives:

1. Contracting Officer: Mr. Craig Kast

2. Contracting Specialist: Mr. Stephen Shanks

3. Contracting Officer Representative: Major Adam Sanders, Base Civil Engineer

4. Alternate Contracting Officer Representative: Major Nathan Brock, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 450 calendar days from notice to proceed to Beneficial Occupancy, this is in addition to 30 days for the punch list to be completely accomplished. The Government intends to occupy the building upon Beneficial Occupancy. The Contractor will be responsible for coordinating punch list activities around the Government's activities if both are occurring at the same time. (Deleted by Addenum No. 2)

B. 450 calendar days from notice to proceed to Beneficial Occupancy. The listed duration shall include completion of all punch list activities identified at the project final inspection. The Government intends to occupy the building upon Beneficial Occupancy. (Added by Addendum No. 2)

1.03 PROJECT DESCRIPTION

A. Project scope includes sitework, subgrade excavation, building foundations, structural, architectural, plumbing, mechanical, electrical and relocation of existing utilities for a new two story facility with mechanical platform and associated sitework per the contract documents. The proposed project includes the following:

Revised 20 June 2023

PROJECT INFORMATION AND SUMMARY 000102 - 2

1. Vertical construction will consist of work on one facility. The Aircraft Maintenance Facility will be an approximate 18,000 square foot building housing the Base's Aircraft Maintenance Unit (AMU). Within the new Aircraft Maintenance facility, special facilities include non-secure office space, tool storage space, secure storage room, conference and ready rooms, locker rooms, and a break room.

2. Special attention will need to be paid to layout, erosion control, and laydown operations due to the limitations of the site and existing utilities on site. Scope of work will include the rerouting of underground utilities.

3. The new building’s structural system includes slab on grade with engineered fill soil stabilization, structural steel framing as well as load bearing masonry, composite floor slab, open web joists, and accoustical roof decking. The roof will have both low slope components with tapered insulation and thermoplastic roofing, sloped standing seam roofing. The exterior walls include veneer brick, cast stone, aluminm curtainwall, and metal wall panels.

4. Major building systems include a 4 pipe chilled and hot water system with associated boiler, chillers, and pumps.

5. Specialty equipment included in the project includes metal lockers and tool storage solutions.

6. Underground utility work will include all building necessary power, sanitary, storm, gas, water, and telecommunications infrastructure. Coordination will be required with existing utilities to maintain operation through and around the site and will include power, sanitary, storm, gas, water, and data.

7. Site work will comprise of on-site parking, pedestrian paving, landscape and retaining walls, sodding, and landscape planting

B. Antiterrorism and Building Standoff Requirements:

1. The project site and building structural, architectural, electrical and mechanical systems have been designed to meet the prescribed levels of protection against terrorist attacks in accordance with the Department of Defense (DoD) Unified Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

C. Special Access Program Facilities (SAPF)

1. The project contains SAPF areas. These facilities are designed and shall be constructed in accordance with ICD 705-1 and IC Tech Spec for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive

Revised 20 June 2023

PROJECT INFORMATION AND SUMMARY 000102 - 3

Compartmented Information Facilities. These manuals establish physical and automated security design and construction standards for governing the construction, protection, and security of SAPF and SAPCA. Refer to the drawings and specifications for related scope of work including, but not limited to, physical construction of perimeter walls, floors, and ceilings ; Intrusion Detection System (IDS) and Closed Circuit Television (CCTV) System. The Contractor shall fully familiarize himself with relevant requirements and provide the necessary information and instruction to all subcontractors, installers, and suppliers.

D. Intrusion Detection System (IDS) and CCTV:

1. The Secure Storage room is designed to be equipped with an ICD 705 compliant Instruction Detection System and CCTV.

2. The IDS system must be fully compatible with the existing USAF approved Advantor IDS Annunciator located in the 187th SFS BDOC.

3. As part of the base bid, the contractor is responsible for engaging Advantor Systems Cooperation (which is a sole source security system) for the procurement (purchase) and installation of the IDS and CCTV systems. Refer to limited source justification included in the solicitation documents furnished by the Government.

4. The base bid shall include all plant, labor, and materials to provide all collateral support as required by Advantor (in addition to collateral support indicated in the contract documents) for installation of a fully operational IDS and CCTV systems as defined by Advantor System Corporation.

5. The required scope of work is as outlined in the drawings. Advantor systems assisted in the design of the security systems and have furnished a "quote" as part of the design process. The "quote" is included in the project specifications for reference and identification of the required devices/materials. The Contractor shall contact ADVANTOR and receive an updated "quote" as part of the bid process.

All costs to install a complete and operation IDS and CCTV systems shall be included in the Contractor's bid.

E. Sustainability Design and Energy Conservation:

1. The project design incorporates Sustainability Concepts to achieve optimum resource efficiency, constructibility, sustainability, and energy conservation.

2. This project hass been registered with the USGBCI for guiding principals assesment recognition process.

3. The Contractor is responsible for ensuring all specified sustainable and energy conservation goals are achieved and fully implemented. Refer to section 01 3329

Revised 20 June 2023

PROJECT INFORMATION AND SUMMARY 000102 - 4

for sustainability reporting requirements. Refer to technical specifications for specific product requirements.

F. Building Systems Commissioning:

1. Refer to specification section 01 9113 - General Commissioning Requirements, and other individual specifications sections for Contractor's responsibilities related to Building Systems Commissioning.

G. Government Furnished Furniture, furnishings and Equipment (FF&E):

1. Contractor's base bid shall include rough-ins for plumbing, mechanical, and electrical; including installation and final connection of all items indicated on the drawings as Government Furnished Contractor Installed (GFCI). (Deleted by Addendum No. 1)

H. Contractor's Qualified Fire Protection Engineers (QFPE) Services: (ADDED BY

ADDENDUM NO. 3)

1. The Contractor shall employ a Qualified Fire Protection Engineer (QFPE) meeting the requirements of UFC 3-600-01.

2. The QFPE shall review, sign, and certify all fire protection and life safety systems including; but, not limited to fire alarm, mass notification, and sprinkler systems included within the proposed project.

3. All shop drawing / calculations / material submittals for applicable life safety systems must be reviewed and stamped by the Contractor’ QFPE in accordance with section 9-6.3 of UFC 3-600-01.

4. Waterflow testing shall be performed under the direction of the Contractor’s QFPE in accordance with section 9-6.4 of UFC 3-600-01. Waterflow testing shall be performed by the Contractor in order to develop required hydraulic calculations. Use of waterflow testing performed by the Architect during design cannot be utilized by the Contractor for preparation of project submittals.

5. During Construction the Contractor’s QFPE must visit the site in intervals/quantities required to certify that the system has been installed in accordance with the project requirements. At a minimum, the QFPE shall attend/witness the above ceiling inspection and attend/witness final acceptance testing for all fire protection and life safety systems. Additional site inspections are at the discretion of the Contractor’s QFPE. The Contractor’s QFPE shall certify, in writing, that the system has been installed in accordance with project requirements. The Contractor’s QFPE certification shall be in writing, on company letterhead, and include the QFPE’s registration stamp.

Revised 20 June 2023

PROJECT INFORMATION AND SUMMARY 000102 - 5

1.04 SOIL AND GROUND WATER CONTAMINATION: (ADDED BY ADDENDUM NO. 3)

A. A soil remediation project has been recently completed to remediate contaminated soil and ground water containing high concentrations of TCE. The project is complete and recent soil and ground water test results indicate that all known contaminants have been removed to below regulated levels.

B. The remediation process utlized electric resistance heating to heat the in-situ soil in order to volatilize and extract the contaminates. Refer to sheet C1.1, as modified by Addendum No. 2, for description and quanity of electrodes present on site and the Contractor's responsbility for removal of electrodes as required to complete the work of this project. The amended drawing sheet C1.1 also indicates a layer of gravel that is present on the site and not depicted on the original site demolition plan. The Contractor will be responsible for relocating the existing gravel as noted on the amended drawing sheet C1.1.

C. The remediation process heated the in-situ soils to approximately 100 degrees, Celsius. At the time of the bid the soil temperature are estimated to be approximately 90 degrees, Celsius. The soil temperature is expected to continue to decrease between bid, award, and commencement of construction; however, the temperature of the soil at the time construction commences is not known. The soil temperature is likely to remain elevated during the course of the project. The Contractor shall include in their bid all cost that may be required to properly protect both personnel and equipment required to complete the earthwork activities outlined within the project scope.

1.05 PERMITS, FEES AND NOTICES

A. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

1. City of Montgomery Building Permit will not be required.

B. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

1.06 USE OF SITE AND MISC. REQUIREMENTS

A. The space available to the contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the

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project, is as per the Government's approval.

1. Other areas are off limits to all construction personnel.

B. Access to site will be limited; obtain Government's approval of proposed routes of access.

C. Keep existing sidewalks, roads, parking lots and drives on site clear and available at all times. Promptly remove mud, dirt, debris, etc. from sidewalks, streets, and public right-of-way during construction as it occurs.

D. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, then Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

1. Contractor will be limited to the areas included within the project limits shown on the civil drawings.

E. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades.

1. Site safety and security is the General Contractor's responsibility. Fencing shall be provided as deemed necessary to protect the site from theft and damage and to prevent access to the site by the public. A fence along the project limits is anticipated at a minimum. However, exact location/extents of fencing is at the discretion of the Contractor. Removal of project boundary fencing along the Northern boundary of the project limits and connection of project fencing with fencing of the adjacent base supply project would be acceptable if agreed upon by both Contractors.

F. Construction operations are not to affect any of the ongoing operations throughout the site and/or adjacent sites. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

G. Comply with the Government's security requirements - refer to specification section 01 3553.

H. The contractor shall provide all testing, inspections, and similar services; these services also include those specified to be performed by an independent agency.

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1. Where indicated on the drawings work outside of the site extents may be required to connect to existing/new utilities.

1.07 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication shut downs shall be performed on a non-working day for the Government(Saturday, Sunday, Monday, or Holidays) unless specifically approved by the base Contracting Officer Representative.

B. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with the Government.

C. Prevent accidental disruption of utility services to other facilities.

1.08 PHASING OF WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to ensure all existing roadways and facilities adjacent to the project site remain open and accessible for use by the Government.

1.09 WORK SEQUENCE

A. Coordinate construction schedule and operations with Contracting Officer Representative.

B. Rerouting of existing utilities shown on the drawings must be properly sequenced with work associated with undercutting of the building pad so that shutdown of utility services is limited. Rerouting of existing utilities shall take place prior to the undercutting of the building pad. Rerouting of waterlines shall take place prior to the rerouting of the sanitary sewer. Storm water may be partially rerouted prior to starting the work associated with undercutting the building pad and commence again after undercutting is complete. Order and schedule of sequencing of this work shall be determined by the Contractor and coordinated with the Government.

1. Do not remove from service existing utilities serving adjacent facilities until new service can be established. Provide temporary service if necessary to allow construction to proceed prior to establishing new permanent service(s).

C. The contractor shall be responsible for all means, methods, sequencing of work, demolition, and reparations to the property and facilities as required to accomplish the work. This shall include but is not imited to the installation of all equiment furnishings, and materials.

1.10 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: Seay Seay & Litchfield P.C..

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1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery AL 36104.

3. Phone/Fax: 334-263-5162 334-263-5170.

4. Project Manager: Jake Johnson, AIA

5. Prinicipals-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDonough St..

c. City, State, Zip: Montgomery, AL, 36104.

d. Phone/Fax: 334-262-7307 / 334-262-7309.

e. Contact: Steve Green - Pat Moseley

2. Structural Engineering:

a. Blackburn Daniels O'Barr, Inc.

b. Address: 8805 County Rd. 40E

c. City, State, Zip: Lowndesboro, AL, 36752.

d. Phone/Fax: 334-265-0206 / 334-265-0207.

e. Contact: Mark O'Barr

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. HHB Engineers, P.C.

b. Address: 104 Josie Run

c. City, State, Zip: Prattville, AL, 36066

d. Phone: 334-358-2707

e. Contact: Tom Hattemer, P.E.

4. Electrical Engineering:

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a. Gunn & Associates, P.C.

b. Address: 3102 Hwy 14

c. City, State, Zip: Millbrook, AL 36054

d. Phone: 334-285-1273

e. Contact: Barry Gravlee, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

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METAL ROOF PANELS 074113 - 1

SECTION 074113 - METAL ROOF PANELS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Mechanically-seamed, standing seam metal roof panels, with related metal trim and accessories.

B. Materials included in this section shall meet the requirements for High Performance Sustainable Buildings for New Construction points for the following Sections:

1. 2-6.1.1 - Recycled Content

2. The contractor is expected to understand the HPSB requirements for these sections and include all applicable overhead in their base bid for the necessary documentation to achieve the above listed credits.

1.02 RELATED REQUIREMENTS

A. Section 01 3325 - Project Sustainability Summary

B. Section 01 3329 - Sustainable Design Reporting

C. Section 01 6000 - Product Requirements

D. D. Section 01 7419 - Construction Waste Management and Disposal

E. Division 05 Section "Structural Steel Framing" for structural steel framing supporting metal panels.

F. Division 05 Section "Steel Decking" for continuous metal decking supporting metal panels.

G. Division 07 Section "Metal Wall Panels" for factory-formed metal wall [and soffit] panels.

H. Division 07 Section "Sheet Metal Flashing and Trim" for formed sheet metal copings, flashings, reglets, and roof drainage items in addition to items specified in this Section.

I. Division 07 Section "Roof Specialties" for manufactured copings, reglets, and roof drainage items in addition to items specified in this Section.

J. Division 07 Section "Joint Sealants" for field-applied Joint Sealants

1.03 REFERENCES

A. American Architectural Manufacturer's Association (AAMA): www.aamanet.org

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1. AAMA 621 - Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) & Zinc-Aluminum Coated Steel Substrates.

2. AAMA 809.2 - Voluntary Specification Non-Drying Sealants.

B. American Society of Civil Engineers (ASCE): www.asce.org/codes-standards

1. ASCE 7 - Minimum Design Loads for Buildings and Other Structures.

C. ASTM International (ASTM): www.astm.org

1. ASTM A 653 - Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

2. ASTM A 755 - Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products.

3. ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55 % Aluminum- Zinc Alloy-Coated by the Hot-Dip Process.

4. ASTM A 980 - Standard Specification for Steel, Sheet, Carbon, Ultra High Strength Cold Rolled.

5. ASTM C 645 - Specification for Nonstructural Steel Framing Members.

6. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

7. ASTM D 1003 - Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics.

8. ASTM D 2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.

9. ASTM D 4214 - Test Methods for Evaluating Degree of Chalking of Exterior Paint Films.

10. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

11. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference.

12. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems.

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13. ASTM E 1980 - Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.

D. Cool Roof Rating Council (CRRC): www.coolroofs.org/productratingprogram.html

1. CRRC-1-2008 - CRRC Product Rating Program.

E. International Accreditation Service (IAS):

1. IAS AC 472 - Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems, Part B.

F. Underwriters Laboratories, Inc. (UL): www.ul.com

1. UL 580 - Tests for Uplift Resistance of Roof Assemblies

G. US Environmental Protection Agency: www.energystar.gov/index.cfm

1. Energy Star Reflective Roof Products.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Prior to erection of framing, conduct preinstallation meeting at site attended by Contracting Officer, Contracting Officer Representative(s), Architect, manufacturer's technical representative, inspection agency and related trade contractors.

1. Coordinate building framing in relation to metal panel system.

2. Coordinate openings and penetrations of metal panel system.

3. Coordinate work of Division 07 Sections "Roof Specialties" and openings and penetrations and manufacturer's accessories with installation of metal panels.

4. Coordinate roofing slopes as required by manufacturer.

1.05 QUALITY ASSURANCE

A. Manufacturer/Source: Provide metal roof panel assembly and accessories from a single manufacturer providing fixed-base roll forming, and accredited under IAS AC 472 Part B.

B. Manufacturer Qualifications: Approved manufacturer listed in this Section with minimum five years experience in manufacture of similar products in successful use in similar applications.

1. Approval of Comparable Products: Submit the following in accordance with project substitution requirements, within time allowed for substitution review:

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a. Product data, including certified independent test data indicating compliance with requirements.

b. Samples of each component and each color

c. Sample submittal from similar project.

d. Project references: Minimum of five installations not less than five years old, with Owner and Architect contact information.

e. Sample warranty.

f. IAS AC 472 certificate.

C. Installer Qualifications: Experienced Installer certified by metal panel manufacturer with minimum of five years experience with successfully completed projects of a similar nature and scope.

1. Installer's Field Supervisor: Experienced mechanic certified by metal panel manufacturer supervising work on site whenever work is underway.

1.06 ACTION SUBMITTALS

A. Product Data: Manufacturer’s data sheets for specified products.

B. Shop Drawings: Show layouts of metal panels. Include details of each condition of installation, panel profiles, and attachment to building. Provide details at a minimum scale 1-1/2-inch per foot of edge conditions, joints, fastener and sealant placement, flashings, openings, penetrations, roof accessories, lightning arresting equipment, and special details. Make distinctions between factory and field assembled work.

1. Indicate points of supporting structure that must coordinate with metal panel system installation.

2. Include data indicating compliance with performance requirements.

3. Include structural data indicating compliance with requirements of authorities having jurisdiction.

C. Samples for Initial Selection: For each exposed product specified including sealants.

Provide representative color charts of manufacturer's full…