FAKZ172004-182106 Addendum No. 1.pdf

Date: 26 April 2021

To: SMSgt. William Hall

Subject: ADDENDUM NO. 1

Project: F-35 – REPAIR WEAPONS SHOP BLDG 1312

Job #: ANG# FAKZ172004 / 182106 / SSL# 16107 / 18075

From: David Donovan

The plans and Specifications for the F-35 - Renovate Weapons Shop BLDG 1312, dated December 2020 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 specification section 21 1313 “Wet Pipe Fire Suppression

Sprinklers”. Add the following as paragraph 1.9.

1.9 QUALIFIED FIRE PROTECTION ENGINEER

A. The Contractor shall employ a Qualified Fire Protection Engineer (QFPE) to be involved in the project during construction as defined by UFC 3-600-01 to oversee the overall project and installation.

B. Refer to specification section 01 0102 “Project Information and Summary” for additional information.

Item No. 2: Refer to specifications. Delete the following specification sections and replace them with the attached specifications sections with a revised date of 20 April 2021. Note: Revisions have been notated in bold italicized text.

1. Section 00 0102 “Project Information and Summary.”

2. Section 01 6000 “Product Requirements.”

3. Section 05 1650 “Cold Formed Retrofit Roof Framing System”

4. Section 07 4113 “Metal Roof Panels”

5. Section 07 5400 “Thermoplastic Membrane Roofing”

6. Section 08 1113 “Hollow Metal Doors & Frames”

7. Section 08 4113 “Aluminum Framed Entrances”

8. Section 08 4413 “Glazed Aluminum Curtain Wall”

9. Section 08 7100 “Door Hardware.”

10. Section 26 0100 “Electrical General Items”

11. Section 31 2210 “Earthwork”

12. Section 32 1314 “Cement Concrete Paving.”

F-35 – REPAIR WEAPONS SHOP BLDG 1312 FAKZ172004 / FAKZ182106

ADDENDUM NO. 1 Page 2 of 2 Seay Seay & Litchfield, P.C. 26 April 2021

Item No. 3: Refer to specifications. Add the attached specification section 32 3113

“Chain Link Fences and Gates” to the project specifications.

Item No. 4: Refer to drawings. Delete the following drawing sheets and replace them with the attached drawings sheets with a revised date of 16 April 2021.

1. C2.1 “Site Layout Plan”

2. C6.1 “Site Details”

3. A3.1A “Base Bid Finish Schedule”

4. A3.1B “Bid Option Finish Schedule”

5. A4.1A “Base Bid Elevations”

6. A4.1B “Bid Option Elevations”

7. A5.1 “Sections & Details”

8. A5.2 “Sections & Details”

9. A5.3 “Sections & Details”

10. A5.4 “Sections & Details”

11. A5.5 “Sections & Details”

12. A5.6 “Sections & Details”

13. A9.1A “Base Bid Floor Pattern Plan”

14. A9.1B “Bid Option Floor Pattern Plan”

15. A10.2 “Temporary Facilities Floor Plan”

16. A10.3 “Temporary Facility Foundation Plans”

17. M2.1B “Bid Option Floor Plan – Mechanical”

18. M3.1A “Base Bid Mezzanine & Attic Plan – Mechanical”

19. M3.1B “Bid Option Mezzanine & Attic Plan – Mechanical”

Item No. 5: Refer to drawings. The Contractor shall, as part of this project, provide all necessary plant, labor, and materials required to establish a dedicated fiber-optic backbone for communication of security systems across the 187th Fighter Wing installation. This work shall be performed by ADVANTOR systems as part of this Contract. Security systems equipment and labor required for the new backbone are included in the Building 1312 IDS quote dated 9 December 2020 included as an attachment to specification section 28 1300. However, dedicated 120VAC circuits are required to support the new network switches included in buildings 1109 and 1502. Refer to the following drawings with are attached for approximate locations of new equipment located in buildings 1502 and 1109:

Building 1502 ADVANTOR Ground Floor Requirements Diagram dated 20 April 2021

Building 1502 ADVANTOR Second Floor Requirements Diagram dated 20 April 2021

Building 1109 ADVANTOR Requirements Diagram dated 20 April 2021

End of Addendum #1

BMS

MS

10' - 0" 30' - 0" 41' - 0"

GUN SHOPRELEASE SHOP, LOAD SHOP, AME STORAGETOOL STORAGE

HVAC

ELECTRICAL SERVICE PANEL (CFCI)-

SEE ELECTRICAL

COMMUNICATIONS RACK (GFGI)

400 HZ GENERATOR - GFCI -

GROUND BUSS BAR (CFCI) - SEE ELECTRICAL

IDS PANEL WITH DEDICATED

120V CIRCUIT (SEE

ELECTRICAL)

CHAIN LINK FENCE -

ALL 4 SIDES AND TOP

CHAIN LINK FENCE

T1

T3

T2

CMU

T4T5T6

NEW CMU WALL

LEGEND

120V SINGLE POLE QUAD OUTLET

- SEE ELECTRICAL

400HZ OUTLET - SEE ELECTRICAL

LOCAL AREA NETWORK LOCATION - FURNISHED

& INSTALLED BY 187TH COMM FLIGHT

GROUNDING BAR - SEE ELECTRICAL

BALANCED MAGNETIC SWITCH -

MOTION SENSOR -

NEW CONCRETE PAVING

- SEE CIVIL FOR EXTERIOR PAVING

- SEE 28/S8.0 FOR INTERIOR

SLAB/FOUNDATION REQUIREMENTS

GROUND BUSS BAR (CFCI) - SEE

ELECTRICAL

TYPICAL

1' - 6" MIN.

GROUND BUSS BAR

(CFCI) - SEE ELECTRICAL

A10.3

Sim

SJ

SJSJ SJSJ SJ SJ SJ SJ

SJ SJ SJ

FLOOR SLAB SAWED JOINT - 1/8" WIDE SAW CUT JOINT,

1/3 SLAB DEPTH SLAB. CUT INTO WET CONCRETE AS

SOON AS SLAB CAN SUPPORT OPERATOR/EQUIPMENT

DOOR SCHEDULE

T1 - 10' - O" W x 12' - 0" H OVERHEAD COILING DOOR BY SHELTER MANUFACTURER

T2 - 6' - 0" W x 7' - 0" FHM HM F2 SEE A3.2a

T3, T5, T6 - 3' - 0" x 7' - 0" SWINGING DOOR ASSEMBLY BY SHELTER MANUFACTUER

T4 - 10' - 0" W x 12' - 0" H OVERHEAD COILING DOOR BY SHELTER MANUFACTURER

" 2

CHAIN LINK FENCE -

ALL 4 SIDES AND TOP

CHAIN LINK FENCE

T6

NEW CMU WALL

LEGEND

120V SINGLE POLE QUAD OUTLET

- SEE ELECTRICAL

400HZ OUTLET - SEE ELECTRICAL

LOCAL AREA NETWORK LOCATION - FURNISHED

& INSTALLED BY 187TH COMM FLIGHT

GROUNDING BAR - SEE ELECTRICAL

BALANCED MAGNETIC SWITCH -

MOTION SENSOR -

CHAIN LINK CAGE CEILING

DUCT SOCK - SEE MECHANICAL

___________1

NEW CONCRETE PAVING

- SEE CIVIL FOR EXTERIOR PAVING

- SEE 28/S8.0 FOR INTERIOR

SLAB/FOUNDATION REQUIREMENTS

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 ) 3

. 2

. 5

(D

. 7

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

R

SI

G

N

A10.2

TEMPORARY

FACILITIES FLOOR

PLAN

PA

IR

W

PO

S

SH

P

BL

7T

F

IG

SS&L - 18075

DECEMBER 2020

CF, CR, JG

DD, FL

1/8" = 1'-0"A10.2

1 B1312 TEMPORARY WORK SHOP FLOOR PLAN

1/8" = 1'-0"A10.2

3 B1312 TEMPORARY WORK SHOP RCP

Rev. Description Date

1 ADD. NO. 1 4/16/21

Sheets

A10.2 - TEMPORARY FACILITIES FLOOR PLAN

HORIZONTAL FENCE POST

HORIZONTAL CHAIN-LINK FENCING

CONT. BOND BEAM AT TOP OF

WALL W/ REBAR CONT.

8" CMU WALL. GROUT ALL CELLS.

PROVIDE #4 REBAR IN ALL FULL

HEIGHT CELLS. CONCRETE FILL AND

PROVIDE 24" LAP SPLICE

CONCRETE SLAB

VAPOR BARRIER

POROUS FILL

(2) #4 CONT. WITH #3 AT 3'-0" O.C.

C

LL

'-0

1' - 4"

HANGER

TEMP. FACILITY STRUCTURE

TEMPORARY STRUCTURE VINYL SKIN

FENCE POSTS

CHAIN-LINK FENCING

HORIZONTAL CHAIN-LINK FENCING

HORIZONTAL FENCE POSTS

VAPOR BARRIER

POROUS FILL

EXISTING UTILITIES TO REMAIN

(WHERE PRESENT)

STRIP TOPSOILS, SCARIFY, AND RECOMPACT

IN SITU SOILS. ADD AND COMPACT SELECT

FILL AS REQUIRED TO BRING EXISITING

GRADES UP TO NEW SUBGRADE

6" COMPRESSIBLE FILL MATERIAL

(AT ALL SIDES OF UTILITY)

SHELTER ANCHORAGE - BY SHELTER MANUFACTURER

LEAN CONCRETE MUD FOOTING

3' - 0"

TY

PI

L

B

EA

" B

EL

EN

T

NEW CONCRETE

FOUNDATION/SLAB - REFER TO

DETAIL 28/S8.0 FOR SLAB AND

FOOTING REINFORCING

REQUIREMENTS

3/4' P.T. WOOD PICKETS

P.T. 2X4 WOOD FRAMING

4" CLEAR MAX

P.T. WOOD 4 X 4 POST

1-1/2" GLAVANIZED STEEL HANDRAIL

1' - 0" MIN

1' - 11" MIN

TEMPORARY STRUCTURE EXTERIOR SKIN

P.T. 2 X 6 WOOD DECKING

P.T. 2 X 12 WOOD FRAMING/FASCIA

P.T. 2 X 8 WOOD FRAMING AT +/- 2'-0" O.C.

EXISTING GRADE - VERIFY

ANCHOR NEW POSTS TO EXISTING

PAVING CSYSTEMS WITH EPOXY

ANCHORS AND GALVANIZED METAL

POST BASES - TYPICAL

P.T. WOOD 4 X 4 POST

P.T. 2 X 8 WOOD LEDGER BOARD - ANCHOR TO

TEMPORARY SHELTER CONCRETE FLOOR SLAB/FOOTING

IM

TYPICAL

5'-0" MINIMUM

W W W .S

SL

A R C H .C

TEMPORARY

FACILITY

FOUNDATION

PLANS

1" = 1'-0"A10.3

1 GUN SHOP HM DOOR MASONRY FRAME

2 GUN SHOP SECURE CAGE

3 TEMPORARY STRUCTURE FOOTING DETAIL

4 STAIR SECTION

1/4" = 1'-0"A10.3

5 FABRIC SHELTER SECTION

Sheets

A10.3 - TEMPORARY FACILITY FOUNDATION PLANS

T T

16"x14" O.A. UP TO

ATTIC SPACE

OHP-3

4" THICK CONCRETE

EQUIPMENT PAD PROVIDED

BY GENERAL CONTRACTOR

12"x16" R.A.

UP

18"x12" O.A. UP TO

L-211

L-6 11

"x

16"x10"

H-70

OHP-6

S-30"x6"-500

14"x12"24"x12"

J-18"x18"

-1000

J-18"x18"-1000

18"x20"

24"x12" FLAT OVAL S.A.

FROM ABOVE W/F.D.

18"x20" R.A.

UP

W/F.D.

816"x10" R.A. UP TO

S-30"x6"-450

S-30"x6"-450 1

18"x20" R.A. UP

J-18"x18"-1000J-18"x18"-1000

G-1200

D-300

D-300D-300

D-300

GUN

SYSTEM

MAINTENANCE

GUN

SYSTEM

LAUNCHER

BOMB

RACK

EJECTION

SEAT

MAINTENANCE EJECTION

SEAT

CANOPY

STAND

STAND

O2

O2

O2 S

BOMB

AME

DEPLOYABLE

H-260

B-150

B-145

H-450

B-75

C-250

C-180

C-180

B-110

H-110

H-360

H H

A-50

16"x14"

G-42"x34"-5150

G-34"x42"-5150

D-300 D-300

H-500

H-500

H-600

L-3

DHP-1

GUH-4

WOMEN

COMM.

BREAK AREA

MECH.

CLOSET

CLOSET

EGRESS ADMIN

CONFERENCE &

MEETING ROOM

COVERED AREA

EGRESS

SHOP

TOOL ROOM

PAD STORAGE

GUN SERVICES

CORRIDOR

NORTH

VESTIBULE

MEN

STORAGE

ALIS READY

AME STORAGE

EGRESS

SEAT/CANOPY

5 6

J-12"X12" BOTH SDIES OF OPNG.

MTD. 12'-0"A.F.F.

12"X12" E.A. UP

G-34"x42"-4345

30"x22" E.A. UP

14"X54" E.A. UP

(TYP. 3)

HP-3

HP-2

L-4

T'STAT

HP-5

HP-4

8"x8"

M4.1

6"ø

6"ø

T H

OERU-2

OHP-4

ODAC-1

OHP-5

OERU-1

OHP-1

OHP-2

ODHP-1

H-300

10"x6"

T'STAT FOR

HP-1

6"x6"

GUH-5

GUH-7

GUH-6

GUH-1

GUH-3

GUH-5

GUH-7

GUH-6

GUH-4

24"x12" FLAT OVAL

S.A. UP W/F.D. TO HP-6

S-24"x6"-375

S-24"x6"-375

HP-6

L-51

FR

8 J-18"x18"-1000J-18"x18"-1000

GUH-2

3 GUH-2

DHP-1

FR

CONTROL

FOR VEF-3

FOR VEF-2

FOR VEF-1

M2.1A

14"x12"

20"x16" S.A. DUCT

UP W/F.D.

14"x12" S.A.

DUCT UP W/F.D.

B-50

B-50

19 19

KEYED NOTES: (THIS SHEET ONLY)#

1. WALL MOUNTED LOUVER WITH 1" FILTER RACK AND MOTORIZED DAMPER.

PROVIDE LINED SHEET METAL PLENUM BEHIND LOUVER. FULL SIZE OF LOUVER.

INTERLOCK DAMPER TO OPEN WHEN VEF-1 OR VEF-2 IS ENERGIZED.

2. DUCTWORK TO BE RUN ABOVE CEILING AND BELOW STRUCTURE.

COORDINATE WITH LIGHTING, STRUCTURE, SPRINKLER, PLUMBING, AND ALL

OTHER TRADES PRIOR TO FABRICATING OR INSTALLING ANY DUCTWORK.

NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS.

3. PROVIDE A COMLETE AND OPERATIONAL HIGH EFFICIENCY GAS FIRED UNIT

HEATER. ROUTE COMBUSTION AIR AND FLUE EXHAUST TO CONCENTRIC VENT

AS SHOWN.

4. PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL SPLIT SYSTEM AIR

HANDLING FAN COIL UNIT AS SCHEDULED AND SPECIFIED WITH ALL RELATED

WIRING, CONTROLS, MOUNTING HARDWARE, ACCESSORIES, ETC. SEE

INDOOR HEAT PUMP DETAIL FOR MOUNTING IN MECHANICAL ROOM. RUN

3/4" CONDENSATE TO FLOOR DRAIN IN MECHANICAL ROOM. SEE PLUMBING

PLANS.

5. PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL OUTDOOR

CONDENSING UNIT WITH ALL RELATED WIRING, CONTROLS, MOUNTING

HARDWARE, ACCESSORIES, ETC. MOUNT EQUIPMENT ON 4" THICK CONCRETE

PAD BY GENERAL CONTRACTOR. COORDINATE EXACT LOCATIONS PRIOR TO

INSTALLING EQUIPMENT.

6. REFRIGERANT PIPING AND CONTROL WIRING FROM OUTDOOR UNIT TO

ASSOCIATED INDOOR UNIT. COVER EXTERIOR PIPING WITH ALUMINUM

JACKET, UNLESS NOTED TO BE COVERED BY ARCHITECT. INSTALL CONTROL

WIRING IN EXTERIOR TYPE CONDUIT. MAXIMUM LENGTH OF FLEXIBLE

CONDUIT SHALL BE 3'-0". STRAP CONDUIT AND REFRIGERANT PIPING TO

ANCHORED UNISTRUT EVERY 3'-0" MAX. SEE DETAILS. PROVIDE AND INSTALL

LONG LENGTH KIT AS REQUIRED.

7. EXPOSED DUCTWORK IN THIS AREA, FLAT OVAL DOUBLE WALL (1"

INSULATION) SPIRAL DUCTWORK. PERFORATED INTERNAL LINER. DUCTWORK

SHALL HAVE PAINT GRIP FINISH. PAINT DUCTWORK, COORDINATE WITH

ARCHITECT FOR COLOR. COORDINATE DUCTWORK WITH LIGHTS TO AVOID

CONFLICT AND DIRECT AIR DISCHARGE SO THAT AIR WILL NOT BLOW

DIRECTLY ON LIGHTS OR HANGERS. MOUNT DUCT TIGHT TO STRUCTURE.

8. EXPOSED DUCTWORK IN THIS AREA. PROVIDE 1" PERFORATED INTERNAL

LINER. DUCTWORK SHALL HAVE PAINT GRIP FINISH. PAINT DUCTWORK,

COORDINATE WITH ARCHITECT FOR COLOR. COORDINATE DUCTWORK WITH

LIGHTS TO AVOID CONFLICT. MOUNT DUCT TIGHT TO STRUCTURE.

9. EXPOSED DUCTWORK IN THIS AREA, ROUND DOUBLE WALL (1" INSULATION)

SPIRAL DUCTWORK. PERFORATED INTERNAL LINER. DUCTWORK SHALL HAVE

PAINT GRIP FINISH. PAINT DUCTWORK, COORDINATE WITH ARCHITECT FOR

COLOR. COORDINATE DUCTWORK WITH LIGHTS TO AVOID CONFLICT AND

DIRECT AIR DISCHARGE SO THAT AIR WILL NOT BLOW DIRECTLY ON LIGHTS,

HANGERS, OR BARE METAL STRUCTURAL ITEMS.

10. PROVIDE A COMPLETE AND OPERATIONAL CEILING MOUNTED DUCTLESS

HEAT PUMP UNIT.

11. WALL LOUVER WITH 36" DEEP INSULATED PLENUM.

12. WALL MOUNTED ELECTRIC UNIT HEATER.

13. MONORAIL, SEE ARCHITECTURAL PLANS FOR LOCATIONS.

14. DUCTWORK SHALL BE INSTALLED ABOVE CEILING AND BELOW EXISTING

STRUCTURE. COORDINATE WITH ALL TRADES PRIOR TO INSTALLING.

15. 30"X24" EXHAUST DUCT UP TO EXHAUST FANS. PROVIDE 42"x34" "G" GRILLE AT

BOTTOM OF DUCT.

16. COMPLETE AND OPERATIONAL THRU THE WALL HEAT PUMP. PROVIDE

FACTORY INSULATED WALL SLEEVE AND EXTERIOR GRILLE.

17. TRANSFER DUCT ABOVE CEILING.

18. PUSH BUTTON WALL SWITCH FOR EXHAUST FAN IN ATTIC.

19. DIFFUSERS IN CEILING WITH DUCTWORK UP TO ATTIC SPACE. PROVIDE FIRE

DAMPER AT RATED PENETRATION.

GENERAL NOTES:

1. VERIFY LOCATION OF ALL THERMOSTATS AND WALL CONTROLS

WITH ARCHITECT BEFORE INSTALLATION.

2. COORDINATE DUCTWORK WITH ALL TRADES TO AVOID

CONFLICT.

3. CONTRACTOR SHALL VISIT THE SITE AND NOTIFY THE ARCHITECT

IN WRITING OF ANY PROBLEMS OR DISCREPANCIES IN THE

DRAWINGS BEFORE SUBMITTING A BID.

4. MECHANICAL CONTRACTOR SHALL PROVIDE PROPER SERVICE

CLEARANCES FOR EACH PIECE OF MECHANICAL EQUIPMENT

REQUIRING SERVICE.

A B A M

No. 16984

PROFESSIONAL

I C E N S E

G I N E E

J

H . MO

I

PROJECT NO:

903 SOUTH PERRY STREET

MONTGOMERY, AL 36104

T. (334) 269-0329 o m th an

W .S S L A R C H .C

4.

3.

1.

IO

19-041

12-18-20

M2.1B

BID OPTION

FLOOR PLAN -

MECHANICAL

DECEMBER 18, 2020

1/8" = 1'-0"M2.1B

1 BID OPTION FLOOR PLAN - MECHANICAL

No. Revision Date

1 Addendum #1

04/16/21

1.) ALL WALL PAINT TO EXTEND TO DECK WHEN CEILING IS EXPOSED. PAINT EVERYTHING EXPOSED TO VIEW INCLUDING

BUT NOT LIMITED TO FIRE PROTECTION, STRUCTURAL, MECHANICAL, ELECTRICAL.

2.) AT ALL ROOMS TO RECEIVE ACCENT WALLS, G.C. TO COORDINATE EXACT LOCATION WITH OWNER AND ARCHITECT.

3.) PAINT TEST AREA OF ALL PAINT COLORS FOR ARCHITECTS APPROVAL BEFORE PROCEEDING.

4.) RUBBER BASE @ CASEWORK TO MATCH RUBBER BASE IN ROOM, UNLESS NOTED OTHERWISE.

5.) PROVIDE (QZ1) WINDOW SILL AT ALL WINDOW SILLS 7'-0" AFF OR BELOW.

SPECIFIC NOTES:

PNT1: Manufacturer: Sherwin Williams Color: Repose Gray 7015

PNT2: Manufacturer: Sherwin Williams Color: Dorian Gray 7017

PNT3: Manufacturer: Sherwin Williams Color: Cloud White 967

PNT4: Manufacturer: Bernjamin Moore Color: Miramichi CC-752

PNT5: Manufacturer: Sherwin Williams

QZ1: Manufacturer: Vadara Color: Modern Coal V057 Edge Finish: Eased

QZ2: Manufacturer: Vadera Color: Athena V501 Finish: Suede

MTP1: Manufacturer: See Specifications Color: Stainless Steel

PL1: Manufacturer: Formica Color: Citadel Microdot 1097-MC

PL2: Manufacturer: Laminart Color: Canyon Live Oak 3038-N

RB1: Manufacturer: Roppe Color: Smoke P174

LVT1: Manufacturer: Interface Style: Steady Stride Woodgrains B001 Color: Bristle B001 Size: 12.5 cm x 1m

SUTP: Manufacturer: Tennant Company Product: Eco-HTS 100 VOC Compliant Stain Urethane Topcoat

WT1: Manufacturer: Coastal Tile Style: Glance Color: White Size: 3" x 9"

FT1: Manufacturer: Ceramiche Caesar, Coastal Tile Style: Heritage Color: Ravine Size: 12x24 Install Pattern: See Floor Pattern Plan

FT2: Manufacturer: Ceramiche Caesar, Coastal Tile

Color: Ravine Size: 24x24

COUNTERTOPS / WINDOW SILLS - SEE SPEC

12 3600

PLASTIC LAMINATE CASEWORK - SEE

SPEC 12 3040

TOILET PARTITIONS - SEE SPEC 10 2113

RUBBER BASE - SEE SPEC 09 6500

SATIN URETHANE TOP COAT FLOORING - SEE

SPEC 09 9600

LUXURY VINYL FLOORING - SEE SPEC 09 6519

WALL TILE - SEE SPEC 09 3000FLOOR TILE - SEE SPEC 09 3000

FINISH SCHEDULE LEGEND

ACT1: Manufacturer: Armstrong Style: Dune Size: 24"x24" Suspension System: Type 1 (See Specs)

ACT2: Manufacturer: Armstrong Style: Vinyl Clad (As Required) Size: 24"x24"

ACOUSTIC CEILING - SEE SPEC 09 5100

PAINT - SEE SPEC 09 9123

WT2: Manufacturer: Coastal Tile

Color: Blue

WT3: Manufacturer: Coastal Tile Style: Caesar Ceramiche, Built Color: Black Size: 3" x 12" Install Pattern: Herringbone

PDC: Manufacturer: Scofield Dye: Formula One Liquid Dye Concentrate Color: Soft Gray G388

POLISHED / DYED CONCRETE - SEE SPEC

09 9123

FRP1: Manufacturer: See Specifications

FIBER REINFORCED PLASTIC - SEE SPEC 09 2116

MT1: Manufacturer:Ceramiche Caesar

Color: Ravine Size: 2x2 Install Pattern: 12x12 mesh mounted

MOSAIC TILE - SEE SPEC 09 3000

SSC-1: Manufacturer: Sherwin Williams, Wet Look Concrete Sealer

SEALED CONCRETE

CAST STONE SCHEDULE

PROFILE "A" PROFILE "B"

WATERTABLE

EQUAL TO

ROCKCAST WT900

ROCKCAST WT700

4 1/8"

/4

/2

1/2"

3 5/8" 4"

/8

7 5/8"

1"

3/4" THICK QUARTZ LOCATION AT ALL SILLS

BELOW 7'-0" ABOVE FINISH FLOOR

CURTAINWALL

SEALANT AND BACKER ROD

.S

SL

.C

A3.1A

BASE BID FINISH

SCHEDULE

ROOM FINISH SCHEDULE - BASE BID

NUMBER ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH

CEILING

MATERIAL CEILING FINISH

DOOR AND

FRAME

FINISH

SILL

FINISH COUNTERTOP CASEWORK COMMENTS

Level 1

100 CORRIDOR PDC RB1 PNT1/WT 3 ACT PNT3/ACT1 PNT2

101 WEAPONS MANAGER LVT1 RB1 PNT1 ACT ACT1 PNT2 QZ1

102 STORAGE LVT1 RB1 PNT1 ACT ACT1 PNT2

103 MEN FT1/ FT2 / MT1 WT1 WT1/ WT 2 /

PNT

ACT ACT2 PNT2 QZ1 PL1 REFER TO FLOOR PATTERN PLANS

FOR LOCATIONS OF FT1/FT2. MT1

TO BE PROVIDED AT SHOWERS.

104 WOMEN FT1/ FT2 / MT1 WT1 WT1/ WT 2 /

PNT

ACT ACT2 PNT2 QZ1 PL1 REFER TO FLOOR PATTERN PLANS

FOR LOCATIONS OF FT1/FT2. MT1

TO BE PROVIDED AT SHOWERS.

105 JAN. SSC-1 RB1 PNT1 ACT ACT2 PNT2

106 BREAK AREA LVT1 RB1 PNT1/WT2 ACT ACT1 PNT2 QZ2 PL2

107 COMM. SSC-1 RB1 PNT1 ACT ACT1 PNT2

108 MECH. SSC-1 N/A PNT1 EXPOSED PNT5 PNT2

109 TRAINING & TESTING LVT1 RB1 PNT1 GWB/ACT PNT3/ACT1 PNT2 QZ1 SOUTH WALL: PNT2

110 CONFERENCE & MEETING ROOM LVT1 RB1 PNT1 GWB/ACT PNT3/ACT1 PNT2 NORTH WALL: PNT2

111 WEAPONS LOADING SHOP SSC-1 RB1 PNT1 EXPOSED PNT5 PNT2

112 STORAGE SSC-1 RB1 PNT1 EXPOSED ACT1 PNT2

113 LOADING SUPERVISOR SSC-1 RB1 PNT1 ACT ACT1 PNT2

114 WEAPONS RELEASE SHOP SSC-1 RB1 PNT1 EXPOSED PNT5 PNT2

115 NCOIC SSC-1 RB1 PNT1 ACT ACT1 PNT2

116 GUN SERVICES SHOP SSC-1 RB1 PNT1 EXPOSED PNT5 PNT2 BRAKE

METAL

117 LOADING STORAGE SSC-1 RB1 PNT1 EXPOSED PNT5 PNT2 BRAKE

118 TOOL CHECK ETR ETR PT-1 ETR ETR PNT2

119 CLOSET LVT1 RB1 PNT1 ACT ACT1 PNT2

120 CLOSET LVT1 RB1 PNT1 ACT ACT1 PNT2

125 NORTH VESTIBULE PDC RB1 PNT1 GWB PNT3 PNT2

126 SOUTH VESTIBULE PDC RB1 PNT1 GWB PNT3 PNT2

3" = 1'-0"A3.1A

1 SOLID SURFACE SILL DETAIL BASE BID

Sheets

A3.1A - BASE BID FINISH SCHEDULE

ERU-1

OPENING TO PLATFORM

THROUGH EXISTING ROOF

DECK BETWEEN EXISTING

JOISTS

EQUIPMENT SERVICE / MAINTENANCE WALK

AREA, SEE ARCHITECTURAL DRAWINGS.

16"x14" O.A. DOWN

18"x12"

18"x12" O.A.

FROM ERU-1

DOWN

16"x12"

16"x10" R.A. DN.

18"x20" R.A. DOWN

1 1

DH-1

3 2

HP-5

14"x12" FLAT OVAL S.A.

DUCT DOWN

24"x12" S.A. FROM

HP-6 DOWN

W/F.D. AT RATED

PENETRATION

20"x18" R.A. FROM HP-6

DOWN W/F.D. AT

RATED PENETRATION

L-1

EUH-1

10"x16"

DUCT DOWN W/F.D.

DUCT DOWN W/F.D.

11 14"x10"ERU-2

18"X12"

20"x10"

12"x10" R.A. DN.

TO HP-1

10"x10" R.A. (330 cfm)

WITH BALANCING

DAMPER FROM HP-2

R.A. DUCT TO ERU-1.

18 19

14"x10"

20 21

14"x14" 14"x14"

"ø

10"x14"

MANUAL VOLUME

BALANCING

DAMPER (TYP.)

23 23

18"x14"

12"x8"

10"x8"

24"x12"

14"x12"14"x12"

VEF-1

VEF-2

30"x24"

26"x30"

26"x30"

12"x10" R.A. DN.

TO HP-1

KEYED NOTES: (THIS SHEET ONLY)

1. DUCTWORK TO BE RUN IN ATTIC SPACE. MODIFY DUCT AS REQUIRED TO RUN

THROUGH METAL TRUSS, MAINTAIN FREE AREA. COORDINATE WITH LIGHTING,

STRUCTURE, SPRINKLER, PLUMBING, AND ALL OTHER TRADES PRIOR TO

INSTALLING OR FABRICATING ANY DUCTWORK. NOTIFY ENGINEER

IMMEDIATELY OF ANY CONFLICTS. ALL DUCTWORK SHALL BE SUPPORTED

FROM EXISTING ROOF STRUCTURE. PROVIDE UNISTRUT OR DURA-BLOCK

SUPPORTS. DUCTWORK SHALL NOT BE HUNG FROM NEW ROOF STRUCTURE.

COORDINATE LAYOUT OF DUCTWORK AND EQUIPMENT. MAINTAIN SERVICE

CLEARANCE TO ALL EQUIPMENT.

2. PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL AIR HANDLING

INDOOR HEAT PUMP AIR HANDLING UNIT AS SCHEDULED AND SPECIFIED

WITH ALL REQUIRED ACCESSORIES. PROVIDE 18" HIGH ROOF CURB SUPPORT

FOR EQUIPMENT. SUPPORT FROM THE ROOF. THE CURB SHALL BE MFR. BY

CURB TECHNOLOGIES OR APPROVED EQUAL. UNIT SHALL BE LOCATED AND

INSTALLED AS REQUIRED TO MAINTAIN ALL SERVICE CLEARANCES. RUN 3/4"

CONDENSATE IN INSULATED TUBING TO NEAREST EXISTING ROOF DRAIN. SEE

PLUMBING PLANS. MAINTAIN REQUIRED SLOPE ON ALL CONDENSATE

DRAINS. PROVIDE AND INSTALL AN EMERGENCY SHUT DOWN SWITCH IN

DRAIN PAN. WIRE ALL SYSTEMS ASSOCIATED WITH DRAIN TO SHUT DOWN IF

WATER IS DETECTED BY EMERGENCY SWITCH AT EXISTING DRAIN FROM

SANITARY STOP UP'S TO PREVENT ANY WATER DAMAGE FROM CONDENSATE.

3. PROVIDE REFRIGERANT PIPING FROM INDOOR AIR HANDLING UNIT TO

RESPECTIVE OUTDOOR HEAT PUMP CONDENSING UNIT. REFRIGERANT PIPING

SHALL BE SIZED PER MANUFACTURERS RECOMMENDATIONS. COORDINATE

WITH LIGHTING, STRUCTURAL, PLUMBING, AND ALL OTHER TRADES PRIOR TO

FABRICATING OR INSTALLING ANY PIPING. PIPING SHALL BE SECURED AS

DETAILED.

4. PROVIDE A COMPLETE AND OPERATIONAL SPLIT SYSTEM ENERGY RECOVERY

UNIT WITH ENTHALPY WHEEL.PROVIDE 18" HIGH ROOF CURB SUPPORT FOR

EQUIPMENT. SUPPORT FROM THE ROOF. THE CURB SHALL BE MFR. BY CURB

TECHNOLOGIES OR APPROVED EQUAL. UNIT SHALL BE LOCATED AND

INSTALLED AS REQUIRED TO MAINTAIN ALL SERVICE CLEARANCES. MOUNT

ON 8" SHEET METAL PLATFORM TO ALLOW ADEQUATE CONDENSATE

DRAINAGE AND SERVICE ACCESS.

5. PROVIDE A COMPLETE AND OPERATIONAL DEHUMIDIFIER UNIT WITH ALL

REQUIRED ACCESSORIES (APRILAIRE OR APPROVED EQUAL). PROVIDE A

DRAIN PAN WITH FLOAT MICRO-SWITCH. RUN CONDENSATE IN INSULATED

TUBING TO NEAREST EXISTING ROOF DRAIN. COORDINATE LOCATION OF

EXISTING ROOF DRAINS PRIOR TO INSTALLING.

6. PROVIDE A COMPLETE AND OPERATIONAL IN-LINE FAN MOUNTED ON A

SUPPORT RAILS, RAILS SHALL BE MOUNTED ON EXISTING ROOF DECK.

7. 18"X12" OUTSIDE AIR DUCT FROM ERU-1DOWN THRU EXIST. ROOF DECK TO

LOUVER PLENUM. SEE M2.1A.

8. 16"X14" OUTSIDE AIR DUCT FROM ERU-2 DOWN THRU EXIST. ROOF DECK TO

LOUVER PLENUM. SEE M2.1A.

9. ELECTRIC UNIT HEATER TO BE SUSPENDED FROM STRUCTURE. HEATER SHALL

PROVIDE FREEZE PROTECTION FOR SPRINKLER SYSTEM LOCATED IN NEW

ATTIC SPACE.

10. WALL LOUVER PROVIDED BY G.C. CONTRACTOR SHALL PROVIDE 24" DEEP

INSULATED PLENUM AND SEAL AIR TIGHT.

11. GAS VENT AND COMBUSTION AIR DUCT ROUTED FROM GAS UNIT HEATER

(GUH) BELOW TO CONCENTRIC VENT THRU WALL. COORDINATE EXACT

LOCATION WITH ARCHITECT.

12. 24"X12" S.A. DUCTWORK FROM HP-6. TRANSISTION TO DOUBLE WALLED FLAT

OVAL FOR ALL VISIBLE DUCTWORK. PROVIDE TRIM FLANGE AT CEILING

PENETRATION.

13. 12"X10" S.A. DUCT FROM ERU-1 TO BE CONNECTED INTO R.A. DUCT FOR HP-3.

THIS SHALL PROVIDE THE OUTSIDE AIR REQUIREMENT (330 cfm). PROVIDE

MANUAL BALANCING DAMPER AT CONNECTION.

14. 20"X10" S.A. DUCT FROM ERU-1 DOWN TO R.A. DUCT AT HP-1 AND HP-2. THIS

SHALL PROVIDE THE OUTSIDE AIR REQUIREMENTS (100 cfm and 360 cfm).

PROVIDE BALANCING DAMPERS AT CONNECTIONS.

15. 16"X10" R.A. DUCT FROM ERU-1 SHALL BE ROUTED DOWN TO MEN'S 103 AND

WOMEN'S 104 AND CONNECTED TO CEILING EXHAUST GRILLES. THE EXHAUST

FROM TOILET GROUPS SHALL BE CONNECTED TO ERU-1 AS R.A. AND

EXHAUSTED FROM BUILDING.

16. 10"X10" S.A. DUCT FROM ERU-2 TO BE CONNECTED INTO R.A. DUCT FOR HP-6.

THIS SHALL PROVIDE THE OUTSIDE AIR REQUIRMENT (340 cfm). PROVIDE

17. 10"X10" R.A. DUCT FROM ERU-2 TO BE CONNECTED INTO R.A. DUCT FOR HP-6.

PROVIDE MANUAL BALANCING DAMPER AT CONNECTION.

18. 10"X10" S.A. DUCT FROM ERU-2 TO BE CONNECTED INTO R.A. DUCT FOR HP-5.

THIS SHALL PROVIDE THE OUTSIDE AIR REQUIRMENT (330 cfm). PROVIDE

19. 10"X10" R.A. DUCT FROM ERU-2 TO BE CONNECTED INTO R.A. DUCT FOR HP-5.

20. 10"X10" S.A. DUCT FROM ERU-2 TO BE CONNECTED INTO R.A. DUCT FOR HP-4.

THIS SHALL PROVIDE THE OUTSIDE AIR REQUIRMENT (340 cfm). PROVIDE

21. 10"X10" R.A. DUCT FROM ERU-2 TO BE CONNECTED INTO R.A. DUCT FOR HP-4.

22. ROUTE FLAT OVAL SUPPLY AIR DUCTWORK DOWN THRU EXISTING ROOF

STRUCTURE. PROVIDE FIRE DAMPER AT PENETRATION.

23. TURN SUPPLY AIR DUCTWORK DOWN AND CONNECT TO CEILING DIFFUSER.

24. 30"X24" EXHAUST DUCT DOWN TO GRILLE BELOW.

25. 36"X30" EXHAUST DUCTWORK FROM INLINE EXHAUST FAN TO EXTERIOR

LOUVER.

W .S S L A R C H .C

M3.1A

BASE BID

MEZZANINE &

ATTIC PLAN -

1/8" = 1'-0"M3.1A

1 BASE BID MEZZANINE & ATTIC PLAN - MECHANICAL

REPAIR WEAPONS SHOP, BUILDING 1312 TYPE B3 (100%) SUBMITTAL

187th Fighter Wing, Dannelly Field, Montgomery, AL December 2020 ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075 Revised 20 April 2021

PROJECT INFORMATION AND SUMMARY 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Repair Weapons Building 1312, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project #FAKZ172004/FAKZ182106

C. Project Number: Architect's Project #16107/18075.

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

E. Government's Representatives & Titles:

1. Contracting Officer (CO): Mr. Stephan Shanks. (Deleted by Addendum No. 1)

2. Contracting Officer (KO): Mr. William Kast (Added by Addendum No. 1)

3. Contracting Specialist: SMSgt. William Hall (Added by Addendum No. 1)

4. Contracting Officer Representative (COR): Major Adam Sanders, Base Civil Engineer (Deleted by Addendum No. 1)

5. Contracting Officer Representative (COR): Major William Sanford (Added by Addendum No. 1)

1.02 CONTRACT DURATION

A. 425 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 Addendum No. 1)

B. 455 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. (Added by Addendum No. 1)

PROJECT INFORMATION AND SUMMARY 00 0102 - 2

1.03 PROJECT DESCRIPTION

A. Project scope includes the complete renovation of the existing Weapons Facility that was construction in 1985. The proposed project includes, but is not limited to, the following scopes of work as is indicated on the Contract Documents:

1. Construction of a temporary shetler for use by the Government while work at Building 1312 is ongoing. Contractor shall also remove the temporary structure upon acceptance of the work at Building 1312 as part of this Contract.

2. The following work items at Building 1312:

a. Removal and replacement of all building mechanical systems.

b. Removal and replacement of all building electrical systems.

c. Partial removal of existing pluming systems and installation of new plumbing systems and fixtures.

d. Installation of a new wet pipe sprinkler system including a new fire water service line.

e. Removal of existing low-sloped roof system and existing clerestory window assemblies. Installation of new standing seam metal retrofit roofing system.

f. Removal of existing exterior wall cladding and installation of new exterior cladding systems.

g. Reconfiguration of interior space including removal and replacement of existing load bearing and non-load bearing masonry walls.

h. Removal of existing structural floor slab as required for installation of new building elements.

i. General finish upgrades throughout the facility.

j. Minor site modifications including pavement repair and rehabilitation and removal/replacement of sitework required for installation of new utility service.

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

PROJECT INFORMATION AND SUMMARY 00 0102 - 3

Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

C. Intrusion Detection System (IDS):

1. Controlled areas are designed to be equipped with Instruction Detection System.

2. The IDS system must be fully compatible with the exiting 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, systems per Advantor Systems Corporation's "Proposal" solicited 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 systems as defined by Advantor System Corporation.

5. Contractor shall contact the project Contracting Officer regarding FAR Part 51 Authorization of Contractor's procurement of Advantor Systems Corporation materials, equipment and services.

D. 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 has been registered with the USGBCI for guiding purposes assessment recognition process. The Contractor is responsible for ensuring all specified sustainable and energy conservation goals are achieved and fully implemented. Refer to specification sections 01 3325 and 01 3329 for additional HPSB requirements.

E. 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.

F. 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

PROJECT INFORMATION AND SUMMARY 00 0102 - 4

drawings as Government Furnished Contractor Installed (GFCI).

G. Contractor's Qualified Fire Protection Engineer (QFPE) Services (Added by Addendum No. 1)

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 QFPR certification shall be in writing, on company letterhead, and include the QFPE’s registration stamp.

1.04 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 is not 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

PROJECT INFORMATION AND SUMMARY 00 0102 - 5

the Work.

1.05 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 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. 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.

D. Existing building space may not be used for storage.

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.

F. Construction operations are not to affect any of the ongoing operations thought 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. Provide access to and from the site and all facilities effected by the scope of work as required by law and by the Government.

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signage if exit routes are temporarilty altered.

2. Do no obstruct roadways, sidewalks, parking lots, drives, or other public ways without permit.

3. Promptly remove mud, dirt, debric, etc... from sidewalks, streets, and public right-of-way during construction as it occurs.

a. Utilize covered waster receptacles to reduce waste and debris from leaving the project site and adversely effecting the Government's ongoing operations

PROJECT INFORMATION AND SUMMARY 00 0102 - 6

including the aircraft movements on the aircraft apron adjacent to the project site.

4. Coordinate site lay down and storage areas with Government's Operations.

5. Construction operatoins 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, parking lots, right-of-ways, etc...

H. Comply with the Government's security requirements. Refer to Specification Section 01 3553.

I. The Contractor shall provide all testing, inspection, and similar services; these services also inclose those specified to be performed by an independent agency.

1.06 UTILITY OUTAGEES 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 Civil Engineer.

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.

1.07 PHASING OF WORK

A. The Contractor shall sequence and phase the work to allow for ongoing execution of the F-16 flying mission for the duration of the project.

B. The work of the project shall be broken down into the following phases:

1. Phase I - Construction of Temporary Weapons Work Area:

a. Upon notice to proceed from the Government, the Contractor shall construct the temporary work area indicated on the drawings.

b. This work shall be complete within 60 days of the notice to proceed. (Deleted by Addendum No. 1)

c. This work shall be complete within 90 days of the notice to proceed. (Added by Addendum No. 1)

PROJECT INFORMATION AND SUMMARY 00 0102 - 7

d. During this 90 day duration, limited access to Building 1312 may be granted at the Government's discretion. (Added by Addendum No. 1)

2. Phase II - Government Relocation

a. Following acceptance of the temporary work area by the Government, the Government will require 14 calendar days to relocate all equipment from building 1312 into the temporary work area.

b. The Government intends to furnish and install temporary administrative area for the occupants of Building 1312. The Contractor is only required to construct the temporary work area indicated on the drawings.

c. During this 14 days duration, no work at the temporary facility or Building 1312 will be allowed. (Deleted by Addendum No. 1)

d. During this 14 day duration, limited access to Building 1312 may be granted at the Government's discretion. (Added by Addendum No. 1)

3. Phase III - Building 1312 Renovation

a. Following completion of Phase II - Government Relocation, the Contractor will be granted access to Building 1312 for the work required at this facility.

b. The work of Building 1312 may be completed in the sequence determined by the Contractor. The facility will be vacant.

4. Phase IV - Removal of Temporary Work Area.

a. Upon completion of Phase III, and acceptance of Building 1312, the Contractor shall remove the temporary work areas constructed in Phase I.

b. Work of Phase IV shall consist of, but is not limited to, the following:

1) Removal of the above-grade vinyl fabric structure in its entirety.

2) Removal of all concrete slabs, footings, mud sills, stairs, ramps, etc...

3) Regrading of the site to pre-work elevations.

4) Installation of sod in all disturbed areas.

5) Removal of HVAC systems and electrical systems back to the exisitng ANG owned transformer. New underground communications infrastructure and re-routed utilities may remain.

PROJECT INFORMATION AND SUMMARY 00 0102 - 8

6) All refuse and discarded materials associated with the removal of the facility and systems will be the property of the Contractor. Contractor shall return shelter and equipment to shelter manufacturer, if required, or dispose of the discarded material/systems in accordance with project requirements. Refer to sustainability requirements for waste disposal provisions. These provisions are applicable to this portion of the project scope and the Contractor will be required to provide documentation regarding how materials were disposed of and/or recycled.

C. The entire work, inclusive of Phase I, II, III, & IV described above must be completed within the Contract Duration listed in part 1.02 of this specification section.

1.08 WORK SEQUENCE

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

B. Coordinate construction activities with the ongoing F-16 flying mission. Limit utility disruptions to Building 1312 only. If required utility outages impact adjacent facilties they must be coordinated in advance with the Government and occur over non-UTA weekends.

1.09 PROJECT CONSULTANTS

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

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: David Donovan, AIA, LEED AP

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 McDough St..

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

PROJECT INFORMATION AND SUMMARY 00 0102 - 9

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

e. Contact: Steve Green - Pat Moseley, PE

2. Structural Engineering:

a. Grant Engineering

b. Address: 432 Herron Street

c. City, State, Montgomery, Al 36104

d. Phone: 334-265-4631.

e. Contact: Terry Grant, PE

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. Morris Engineering

b. Address: 903 South Perry Street

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

d. Phone: 334-269-0329

e. Contact: Jack Morris, P.E.

4. Electrical Engineering:

a. Garner & Associates Engineering

b. Address: 903 South Perry Street

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

d. Phone: 334-269-0329

e. Contact: Morgan Garner, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

000102 BSD - Project Information and Summary

CAST STONE SCHEDULE

PROFILE "A" PROFILE "B"

ROCKCAST WT900

ROCKCAST WT700

4 1/8"

/2

1/2"

3 5/8" 4"

7 5/8"

PNT1: Manufacturer: Sherwin Williams Color: Repose Gray 7015

PNT2: Manufacturer: Sherwin Williams Color: Dorian Gray 7017

PNT3: Manufacturer: Sherwin Williams

PNT4: Manufacturer: Bernjamin Moore Color: Miramichi CC-752

PNT5: Manufacturer: Sherwin Williams

QZ1: Manufacturer: Vadara Color: Modern Coal V057

QZ2: Manufacturer: Vadera Color: Athena V501 Finish: Suede

MTP1: Manufacturer: See Specifications Color: Stainless Steel

PL1: Manufacturer: Formica Color: Citadel Microdot 1097-MC

PL2: Manufacturer: Laminart Color: Canyon Live Oak 3038-N

RB1: Manufacturer: Roppe Color: Smoke P174

LVT1: Manufacturer: Interface Style: Steady Stride Woodgrains B001 Color: Bristle B001 Size: 12.5 cm x 1m

SUTP: Manufacturer: Tennant Company Product: Eco-HTS 100 VOC Compliant Stain Urethane Topcoat

WT1: Manufacturer: Coastal Tile

Color: White

FT1: Manufacturer: Ceramiche Caesar, Coastal Tile

Color: Ravine Size: 12x24

FT2: Manufacturer: Ceramiche Caesar, Coastal Tile

Color: Ravine Size: 24x24

COUNTERTOPS / WINDOW SILLS - SEE SPEC

12 3600

PLASTIC LAMINATE CASEWORK - SEE

SPEC 12 3040

TOILET PARTITIONS - SEE SPEC 10 2113

RUBBER BASE - SEE SPEC 09 6500

SATIN URETHANE TOP COAT FLOORING - SEE

SPEC 09 9600

LUXURY VINYL FLOORING - SEE SPEC 09 6519

WALL TILE - SEE SPEC 09 3000FLOOR TILE - SEE SPEC 09 3000

FINISH SCHEDULE LEGEND

ACT1: Manufacturer: Armstrong Style: Dune Size: 24"x24"

ACT2: Manufacturer: Armstrong Style: Vinyl Clad (As Required) Size: 24"x24"

ACOUSTIC CEILING - SEE SPEC 09 5100

PAINT - SEE SPEC 09 9123

WT2: Manufacturer: Coastal Tile

Color: Blue

WT3: Manufacturer: Coastal Tile Style: Caesar Ceramiche, Built Color: Black Size: 3" x 12" Install Pattern: Herringbone

PDC: Manufacturer: Scofield Dye: Formula One Liquid Dye Concentrate Color: Soft Gray G388

POLISHED / DYED CONCRETE - SEE SPEC

09 9123

FRP1: Manufacturer: See Specifications

FIBER REINFORCED PLASTIC - SEE SPEC 09 2116

MT1: Manufacturer:Ceramiche Caesar

Color: Ravine Size: 2x2 Install Pattern: 12x12 mesh mounted

MOSAIC TILE - SEE SPEC 09 3000

SSC-1: Manufacturer: Sherwin Williams, Wet Look Concrete Sealer

SEALED CONCRETE

1"

3/4" THICK SOLID SURFACE

LOCATION AT ALL SILLS BELOW

7'-0" ABOVE FINISH FLOOR

CURTAINWALL

SEALANT AND BACKER ROD

SIGN TYPE: B

ROOM ID MOUNTED ADJACENT TO DOOR

8"

NO

EXIT

SIGN TYPE: A

WAYFINDING ID MOUNTED ADJACENT TO DOOR

6"

EXIT

SIGN TYPE: C

ROOM ID MOUNTED ADJACENT TO DOOR

ROOM 100

ROOM NAME

CHANGABLE WINDOW

PLAQUE

SIGN TYPE: D

RESTROOM ID MOUNTED ADJACENT TO DOOR

1.) ALL WALL PAINT TO EXTEND TO DECK WHEN CEILING IS EXPOSED. PAINT EVERYTHING EXPOSED TO VIEW INCLUDING

BUT NOT LIMITED TO FIRE PROTECTION, STRUCTURAL, MECHANICAL, ELECTRICAL.

2.) AT ALL ROOMS TO RECEIVE ACCENT WALLS, G.C. TO COORDINATE EXACT LOCATION WITH OWNER AND ARCHITECT.

3.) PAINT TEST AREA OF ALL PAINT COLORS FOR ARCHITECTS APPROVAL BEFORE PROCEEDING.

4.) RUBBER BASE @ CASEWORK TO MATCH RUBBER BASE IN ROOM, UNLESS NOTED OTHERWISE.

5.) PROVIDE (QZ1) WINDOW SILL AT ALL WINDOW SILLS 7'-0" AFF OR BELOW.

SPECIFIC NOTES:

1.) REFER TO SPECIFICATION SECTION 01 2300. IF BID OPTION NO. 3 IS AWARDED, PROVIDE SATIN URETHANE TOP

COATING FLOORING (SUTP) IN THESE SPACES IN LIEU OF SEALED CONCRETE FLOOR

.S

SL

.C

A3.1B

SCHEDULES

ROOM FINISH SCHEDULE - BID OPTION

NUMBER ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH

CEILING

MATERIAL CEILING FINISH

DOOR

SILL

FINISH COUNTERTOP CASEWORK COMMENTS

Level 1

100 CORRIDOR PDC RB1 PNT1/WT 3 ACT PNT3/ACT1 PNT2

101 ALIS READY LVT1 RB1 PNT1 ACT ACT1 PNT2 QZ1

102 STORAGE LVT1 RB1 PNT1 ACT ACT1 PNT2

103 MEN FT1/ FT2 / MT1 WT1 WT1/ WT 2 / PNT ACT ACT2 PNT2 QZ1 PL1 REFER TO FLOOR PATTERN

PLANS FOR LOCATIONS OF

FT1/FT2. MT1 TO BE PROVIDED

AT SHOWERS.

104 WOMEN FT1/ FT2 / MT1 WT1 WT1/ WT 2 / PNT ACT ACT2 PNT2 QZ1 PL1 REFER TO FLOOR PATTERN

PLANS FOR LOCATIONS OF

FT1/FT2. MT1 TO BE PROVIDED

AT SHOWERS.

105 JAN. SSC-1 RB1 PNT1 ACT ACT2 PNT2

106 BREAK AREA LVT1 RB1 PNT1/WT2 ACT ACT1 PNT2 QZ2 PL2

107 COMM. SSC-1 RB1 PNT1 ACT ACT1 PNT2

108 MECH. SSC-1 N/A PNT1 EXPOSED PNT5 PNT2

109 EGRESS ADMIN LVT1 RB1 PNT1 GWB/ACT PNT3/ACT1 PNT2 QZ1 SOUTH WALL: PNT2

110 CONFERENCE & MEETING ROOM LVT1 RB1 PNT1 GWB/ACT PNT3/ACT1 PNT2 QZ1 NORTH WALL: PNT2

111 EGRESS MAINTENANCE SHOP SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2 BRAKE

112 PAD STORAGE SSC-1 (1) RB1 PNT1 ACT ACT1 PNT2

113 CAD STORAGE SSC-1 (1) RB1 PNT1 ACT ACT1 PNT2

114 GUN SERVICES SHOP SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2

115 AME MAINTENANCE SHOP SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2 BRAKE

116 AME STORAGE SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2 BRAKE

117 TOOL ROOM SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2

118 EGRESS STORAGE SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2 BRAKE

119 CLOSET LVT1 RB1 PNT1 ACT ACT1 PNT2

120 CLOSET LVT1 RB1 PNT1 ACT ACT1 PNT2

121 SEAT/CANOPY STORAGE SSC-1 (1) RB1 PNT1 EXPOSED PNT5 PNT2

125 NORTH VESTIBULE PDC RB1 PNT1 GWB PNT3 PNT2

126 SOUTH VESTIBULE PDC RB1 PNT1 GWB PNT3 PNT2

3" = 1'-0"A3.1B

1 SOLID SURFACE SILL DETAIL

SIGNAGE SCHEDULE

NOTE: ALL SIGNS SHALL COMPLY

WITH NFPA 101 AND ANSI A117.1

Sheets

A3.1B - BID OPTION FINISH SCHEDULES

ERU-1

OPENING TO PLATFORM

THROUGH EXISTING ROOF

DECK BETWEEN EXISTING

JOISTS

16"x14" O.A. DOWN

18"x12"

18"x12" O.A.

16"x10" R.A.

24"x12" FLAT OVAL S.A.

DH-1

4 3

24"x12" FLAT

OVAL S.A. DUCT

20"x18"

L-1

12"x16"

EXHAUST DN.

EUH-1 8

24"x30"

22"x24"

VEF-4

12"x12"

12"x12"

VEF-3

30"x22"

FD

12FD

VEF-2

FD 12

ERU-2

M24"x12"

VEF-1

12"x8"

10"x8"

10"x16"

10"x14"

24"x30"

KEYED NOTES: (THIS SHEET ONLY)#

1. DUCTWORK TO BE RUN IN ATTIC SPACE. MODIFY DUCT AS REQUIRED TO RUN

THROUGH METAL TRUSS, MAINTAIN FREE AREA. COORDINATE WITH LIGHTING,

STRUCTURE, SPRINKLER, PLUMBING, AND ALL OTHER TRADES PRIOR TO INSTALLING

OR FABRICATING ANY DUCTWORK. NOTIFY ENGINEER IMMEDIATELY OF ANY

CONFLICTS.

2. PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL AIR HANDLING FAN COIL

UNIT AS SCHEDULED AND SPECIFIED WITH ALL REQUIRED ACCESSORIES. PROVIDE

12" HIGH ROOF CURB SUPPORT FOR EQUIPMENT. SUPPORT FROM THE ROOF. THE

CURB SHALL BE MFR. BY CURB TECHNOLOGIES OR APPROVED EQUAL. UNIT SHALL

BE LOCATED AND INSTALLED AS REQUIRED TO MAINTAIN ALL SERVICE

CLEARANCES. RUN 3/4" CONDENSATE IN INSULATED TUBING TO NEAREST EXISTING

ROOF DRAIN. SEE PLUMBING PLANS. MAINTAIN REQUIRED SLOPE ON ALL

CONDENSATE DRAINS. PROVIDE AND INSTALL AN EMERGENCY SHUT DOWN

SWITCH IN DRAIN. WIRE ALL SYSTEMS ASSOCIATED WITH DRAIN TO SHUT DOWN IF

WATER IS DETECTED BY EMERGENCY SWITCH AT EXISTING DRAIN FROM SANITARY

STOP UP'S TO PREVENT ANY WATER DAMAGE FROM CONDENSATE.

3. PROVIDE REFRIGERANT PIPING FROM AC-UNIT TO RESPECTIVE CONDENSING UNIT.

REFRIGERANT PIPING SHALL BE ROUTED CONCEALED IN THE WALL AND CEILING.

REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURERS RECOMMENDATIONS.

COORDINATE WITH LIGHTING, STRUCTURAL, PLUMBING, AND ALL OTHER TRADES

PRIOR TO FABRICATING OR INSTALLING ANY PIPING.

4. PROVIDE A COMPLETE AND OPERATIONAL SPLIT SYSTEM ENERGY RECOVERY UNIT

WITH ENTHALPY WHEEL.PROVIDE 12" HIGH ROOF CURB SUPPORT FOR EQUIPMENT.

SUPPORT FROM THE ROOF. THE CURB SHALL BE MFR. BY CURB TECHNOLOGIES OR

APPROVED EQUAL. UNIT SHALL BE LOCATED AND INSTALLED AS REQUIRED TO

MAINTAIN ALL SERVICE CLEARANCES. MOUNT ON 8" SHEET METAL PLATFORM TO

ALLOW ADEQUATE CONDENSATE DRAINAGE AND SERVICE ACCESS.

5. PROVIDE A COMPLETE AND OPERATIONAL DEHUMIDIFIER UNIT WITH ALL

REQUIRED ACCESSORIES (APRILAIRE OR APPROVED EQUAL). PROVIDE A DARIN

PAN WITH FLOAT MICRO-SWITCH. RUN CONDENSATE IN INSULATED TUBING TO

NEAREST EXISTING ROOF DRAIN. COORDINATE LOCATION OF EXISTING ROOF

DRAINS PRIOR TO INSTALLING.

6. COMPLETE AND OPERATIONAL IN-LINE FAN MOUNTED ON A ROOF CURB, CURB

MOUNTED ON EXISTING ROOF DECK.

7. NOT USED.

8. ELECTRIC UNIT HEATER.

9. WALL LOUVER WITH RELIEF AIR PLENUM.

10. ROOF DRAIN, SEE PLUMBING DRAWINGS.

11. RAISE DUCTWORK TO PROVIDE ACCESS TO EQUIPMENT.

12. FIRE DAMPER IN PENETRATION THRU EXISTING ROOF.

13. REFRIGERANT PIPING TO HP'S AND ERU'S. PROVIDE EQUIPMENT SUPPORT FOR ALL

PIPING AT 4'-0" CENTERS. MFR. 4" DURA-BLOCK OR APPROVED EQUAL.

14. PROVIDE EQUIPMENT SUPPORTS FOR DUCTS GREATER IN SIZE THAN 18"X18".

SUPPORT FROM ROOF AT 4'-0" CENTERS. MFR. BY DURA-BLOCK- OR EQUAL.

15. GAS VENT AND COMBUSTION AIR DUCT ROUTED FROM UH BELOW TO

CONCENTRIC VENT ABOVE.

W .S S L A R C H .C

M3.1B

MEZZANINE &

ATTIC PLAN -

1/8" = 1'-0"M3.1B

1 BID OPTION MEZZANINE & ATTIC PLAN - MECHANICAL

PRODUCT REQUIREMENTS 01 6000 - 1

SECTION 01 6000 - PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General product requirements.

B. Re-use of existing products.

C. Transportation, handling, storage and protection.

D. Product option requirements.

E. Limited Source Product Requirements

F. Substitution limitations.

G. Procedures for Government-supplied products.

H. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Lists of products to be removed from existing building.

B. Section 01 4000 - Quality Requirements: Product quality monitoring.

C. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions:

Requirements for VOC-restricted product categories.

1.03 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PRODUCT REQUIREMENTS 01 6000 - 2

1.04 SUBMITTAL SCHEDULE

A. At the beginning of the project, generate a comprehensive list of products requiring submittals by the specifications.

B. In the schedule, include the following information for each product:

1. Specification section for the product.

2. Type of submittal (i.e. shop drawings, product data, samples, mock-up)

3. Date submitted (to be filled in during construction)

4. Action taken by Government (to be filled in during construction)

5. Date Approved (to be filled in during construction)

6. Comments

7. Critical Relationships

C. Coordinate product submittal schedule with project construction schedule.

D. Submit schedule to the Government for review within 15 days of…