A3 LTUY202057 Drawings - Specs - Revised_20240711.pdf

PDF 5 MB Posted Jun 29, 2026

Attached to: LTUY202057 Repair Roof, Roads & Grounds Facility, Bldg. 99
Solicitation number: W50S8K26QA003
Issued by: Department of the Army Missouri Army National Guard

About this file

Written by GovTribe AI · Jun 29, 2026

This document is a set of architectural and engineering construction drawings for the repair of Building 99 at Jefferson Barracks Air National Guard Station in St. Louis, Missouri.

The project encompasses a comprehensive renovation of an existing maintenance garage facility. Key architectural deliverables include floor plans, roof plans, exterior elevations, wall sections, and detailed specifications for materials and finishes. The scope of work involves partial demolition of existing roofing and siding to expose and repair underlying diagonal wood planks, installation of new asphalt shingle roofing with synthetic felt underlayment, new fiber-cement lap siding and soffit panels, new prefinished metal gutters and downspouts, repair or replacement of damaged windows and doors, interior wall repairs and repainting, and installation of new lighting fixtures and electrical upgrades. Structural repairs address roof lateral bracing issues, bottom chord mending plates at truss connections, and soffit framing repairs using lag screws and mending plates. The building features a gable roof with roof joists and truss construction, with design loads including 20 psf roof live load, 20 psf ground snow load, 108 mph wind speed, and seismic design category D. All construction shall comply with the 2018 International Existing Building Code for Alteration Level 1, and special inspections are required for roof and wall sheathing attachments. Project specifications detail requirements for rough carpentry, asphalt shingles, fluid-applied air barriers, fiber-cement siding, joint sealants, painting, hollow metal doors and frames, door hardware, gypsum board, and electrical systems. The electrical work includes new lighting plans, control stations, and demolition of existing electrical infrastructure.

View the file

Other files

File	Type	Posted
B4 WD_MO20260089_Mod 1_20260518.pdf	PDF	Jun 29, 2026
Solicitation - W50S8K26QA003.pdf	PDF	Jun 29, 2026
A2 Consolidated Brand Name (and Or Equal) Determination_Redacted for SAM.pdf	PDF	Jun 29, 2026

On GovTribe

Work with this file

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

Try for free Login

Text version

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

P R

O J E

C T

N U

M B

E R

R E

L E

A S

E D

A T

S U

E D

F O

O J E

C T

A D

D R

E S S

PROJECT TEAMDRAWING INDEX

ARCHITECT

FINKLE + WILLIAMS ARCHITECTURE

8787 Renner Blvd., Suite 100 Lenexa, Kansas 66219

PH. 913.498.1550

ELECTRICAL

FARRIS ENGINEERING

6004 Central St.

Kansas City, MO

PH. 573.202.9766

STRUCTURAL

PMA

6717 Shawnee Mission Parkway Overland Park, KS 66202

PH. 913.831.1262 F. 913.831.0148

FIRE PROTECTION

FARRIS ENGINEERING

6004 Central St.

Kansas City, MO

PH. 573.202.9766

/1 1/

B-

K ea rn ey S tre et

J E

F F E

R S O

N B

A R

R A

C K

B L D

E P

St . L ou is

, M O

GENERAL

A0.00 COVER SHEET

ARCHITECTURAL

A0.01 LEGENDS & GEN. NOTES

AD4.01 EXTERIOR DEMO ELEVATIONS

A1.01 FLOOR PLANS

A3.01 ROOF PLAN

A4.01 EXTERIOR ELEVATIONS

A5.01 WALL SECTIONS

A7.01 DETAILS

A8.01 DOOR SCHEDULE

A11.10 PROJECT SPECIFICATIONS

A11.11 PROJECT SPECIFICATIONS

STRUCTURAL

S0.01 GENERAL NOTES

S0.02 TABLES

S2.01 ROOF FRAMING PLAN

S3.01 EXTERIOR ELEVATIONS

S4.01 SECTIONS

S4.02 SECTIONS

S4.03 SECTIONS

ELECTRICAL

E-001 GENERAL ELECTRICAL

E-102 ELECTRICAL PLANS

E-501 ELECTRICAL DETAILS

ED101 ELECTRICAL DEMOLITION PLANS

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

NEW CONSTRUCTION

X X

X/X

WALL TYPE DESIGNATION -

REFERENCE FLOOR PLAN(S) FOR LOCATIONS.

REFERENCE DRAWING A0.01 FOR CONSTRUCTION REQUIREMENTS.

ROOM NAME AND NUMBER -

REFERENCE FLOOR PLAN(S) FOR LOCATIONS.

REFERENCE FINISH SCHEDULE FOR FINISHES.

DOOR AND FRAME DESIGNATION -

REFERENCE FLOOR PLAN(S) FOR LOCATIONS.

REFERENCE DOOR AND FRAME SCHEDULE FOR REQUIREMENTS.

ELEVATION SYMBOL

REFERENCE ELEVATION

REFERENCE SHEET

REFERENCE SECTION

REFERENCE SHEET

SECTION SYMBOL

REFERENCE DETAIL

REFERENCE SHEET

ENLARGED DETAIL / ENLARGED PLAN SYMBOL

REFERENCE ELEVATION

REFERENCE SHEET

INTERIOR ELEVATION SYMBOL

WALL FINISH DESIGNATION

FINISH DESIGNATION SYMBOL

BASE FINISH DESIGNATION

LIMITS OF WALL AND BASE FINISHES

REFERENCE FLOOR PLAN(S) FOR LOCATIONS.

REFERENCE FINISH SCHEDULE FOR DESCRIPTIONS.

FLOOR FINISH DESIGNATION -

REFERENCE FLOOR PLAN(S) FOR LOCATIONS.

REFERENCE FINISH SCHEDULE FOR DESCRIPTIONS.

REVISION NOTE

CONSTRUCTION NOTE

DEMOLITION NOTE

GYPSUM BOARD CONTROL JOINT -

REFERENCE FLOOR PLAN(S) FOR LOCATIONS.

REFERENCE DETAIL 1/A0.01 FOR CONSTRUCTION REQUIREMENTS.

WALL MOUNTED FIRE EXTINGUISHER - MULTI-PURPOSE ABC 10 LB DRY

CHEMICAL FIRE EXTINGUISHER, W/ APPROPRIATE WALL MOUNTING

BRACKET, REFERENCE FLOOR PLAN(S) FOR LOCATIONS. MOUNT SO

CENTERLINE OF EXTINGUISHER IS 46" A.F.F.

SEMI-RECESSED FIRE EXTINGUISHER - MULTI-PURPOSE ABC 10 LB DRY

CHEMICAL FIRE EXTINGUISHER. SEMI-RECESSED CABINET TO BE

ALUMINUM DOOR & FRAME, 24" H X 9.5" W X 6" DEEP INTERNAL SIZE, 2 ½”

PROTRUSION FROM WALL WITH ROLLED EDGES. SOLID DOOR WITH

RECESSED HANDLE, ENGRAVED RED VERTICAL LETTERS WITH NO

BACKFILL “FIRE EXTINGUISHER” ON DOOR. MOUNT SO CENTERLINE OF

CABINET HANDLE IS 46" A.F.F.

FEC

XX-1

XX-#

X X

5/8" TYPE 'X' GYP. BD.

EACH SIDE ON MTL.

STUDS PER WALL TYPE

GYP. BD. CONTROL JOINT

W/ REMOVABLE TAPE &

PERFORATED FLANGES

BOTH SIDES

1/2" GAP

NON-RATED CONDITION

GENERAL NOTE:

CONTROL JOINTS TO BE LOCATED AT 30'-0" MAXIMUM

GYP. BD. DISTANCE, OR AS INDICATED ON PLANS

(MATCH CMU CONTROL JOINT LOCATIONS WHERE

APPLICABLE)

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A0.01

LEGENDS & GEN.

NOTES

N B

D G

B-

23065, JEFFERSON BARRACKS - BLDG 99 REPAIR BY FINKLE + WILLIAMS, INC.

DRAWING SYMBOLS LEGEND GENERAL NOTES

PROFESSIONAL SERVICES DISCLAIMER

BUILDING SUMMARY

NO. TITLE DATE

A0.00 COVER SHEET 07.11.24

A0.01 LEGENDS & GEN. NOTES 07.11.24

AD4.01 EXTERIOR DEMO ELEVATIONS 07.11.24

A1.01 FLOOR PLANS 07.11.24

A3.01 ROOF PLAN 07.11.24

A4.01 EXTERIOR ELEVATIONS 07.11.24

A5.01 WALL SECTIONS 07.11.24

A7.01 DETAILS 07.11.24

A8.01 DOOR SCHEDULE 07.11.24

A11.10 PROJECT SPECIFICATIONS 07.11.24

A11.11 PROJECT SPECIFICATIONS 07.11.24

THIS DISCLAMER SERVES NOTICE OF ACCEPTANCE OF RESPONSIBILITY AND

DISCLAIMER OF RESPONSIBILITY AS TO THE CONTRACT DOCUMENTS PREPARED FOR

PROJECT NUMBER:

THE UNDERSIGNED ARCHITECT, AND FINKLE + WILLIAMS, INC., ARE RESPONSIBLE FOR

PREPARATION OF ONLY THE NOTED CONSTRUCTION DRAWINGS BELOW:

JEFFERSON BARRACKS - BLDG 99 REPAIR

99 Kearney Street St. Louis, MO 63125

MAINTENANCE GARAGE

GENERAL BUILDING INFORMATION

PROJECT NAME:

ADDRESS:

PROPOSED USE:

ARCHITECT: DAVID A. WILLIAMS

THE UNDERSIGNED ARCHITECT AND FINKLE + WILLIAMS DISCLAIM RESPONSIBlLITY FOR

ALL OTHER CONSTRUCTION DOCUMENTS, AND ANY OTHER SPECIFICATIONS, REPORTS,

ESTIMATES, SHOP DRAWlNGS, ETC. RELATING TO OR INTENDED TO BE USED FOR ANY

PART OF THE ARCHITECTURAL OR ENGINEERING PROJECT, INCLUDING ANY

GEOTECHNICAL ENGINEERING SERVICES, OR ENVIRONMENTAL REPORTS.

THIS NOTICE IS EXECUTED BY THE UNDERSIGNED AND AUTHENTICATED BY THE

ARCHITECTURAL SEAL OF THE PERSON PREPARING THS NOTICE.

1. ALL CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE APPLICABLE CODE INDICATED IN THE BUILDING SUMMARY COLUMN AND ALL LOCAL CODES PRESENTLY IN EFFECT UNLESS

MORE STRINGENT REQUIREMENTS ARE INDICATED.

2. ALL NEW CONSTRUCTION SHALL COMPLY W/THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE (INCLUDES ICC A117.1

PER IBC)

3. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, AND ALL UTILITY CHARGES, AND ARRANGE FOR ALL REQUIRED INSPECTIONS.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING BUILDING & SITE UTILITIES BETWEEN CIVIL & MEP DRAWINGS. THE CONTRACTOR SHALL ALSO CONTACT ALL APPLICABLE UTILITY

COMPANIES & PROVIDE CONDUIT & OTHER FACILITIES AS REQUIRED.

5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB SITE PRIOR TO THE BIDDING OF THE CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

IN CASES OF DISCREPANCY CONCERNING DIMENSIONS, QUANTITIES AND LOCATION, THE CONTRACTOR SHALL, IN WRITING, CALL TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES BETWEEN SPECIFICATIONS, PLANS, DETAILS OR SCHEDULES. THE ARCHITECT WILL THEN INFORM THE CONTRACTOR, IN WRITING, WHICH DOCUMENT TAKES PRECEDENCE. THERE SHALL BE NO ADJUSTMENT TO

THE COST OR TIME OF THE WORK RESULTING FROM CLARIFICATION OF SUCH DISCREPANCIES.

6. DIMENSIONS ON DRAWINGS ARE SHOWN TO FINISHED FACE OF WALLS AND PARTITIONS OF EXISTING OR NEW CONSTRUCTION UNLESS OTHERWISE NOTED. CEILING HEIGHT DIMENSIONS AND ALL OTHER

VERTICAL DIMENSIONS ARE TO THE FINISHED FLOOR SURFACE UNLESS OTHERWISE NOTED.

7. CONTRACTOR TO FOLLOW ALL PRODUCT MANUFACTURER INSTALLATION REQUIREMENTS FOR ALL BUILDING PRODUCTS. IN THE EVENT OF A CONFLICT BETWEEN INFORMATION SHOWN ON THE CONTRACT DOCUMENTS AND PRODUCT MANUFACTURER INSTALLATION REQUIREMENTS, PRODUCT MANUFACTURER INSTALLATION REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN PRODUCT MANUFACTURER INSTALLATION REQUIREMENTS AND THE CONTRACT DOCUMENTS PRIOR TO INSTALLATION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR CASEWORK, FINISHES, DOORS, FRAMES, HARDWARE, MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES, AND OTHER ITEMS REQUIRING ARCHITECT'S REVIEW FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS, AND FOR ALL ITEMS WHICH ALLOWED CONTRACTOR OPTIONS.

PRIOR TO FORWARDING TO THE ARCHITECT FOR REVIEW. THESE SUBMITTALS MUST BE REVIEWED BY THE CONTRACTOR FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL AFFIX A STAMP TO SUBMITTAL INDICATING HIS REVIEW. SUBMITTALS FORWARDED WITHOUT A STAMP WILL BE RETURNED. ALL SUBMITTALS MUST BE REVIEWED BY THE ARCHITECT PRIOR TO

CONSTRUCTION.

9. CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION OR ACCEPTANCE. FAULTY WORK

SHALL BE REPLACED OR REPAIRED AS REQUIRED AT NO COST TO THE OWNER.

10. CONTRACTOR SHALL COORDINATE WITH OWNER ALL ITEMS TO BE SALVAGED PRIOR TO SUBMISSION OF BIDS AND START OF CONSTRUCTION. OWNER SHALL HAVE SALVAGE RIGHTS TO RETAIN ALL

REMOVED ITEMS.

11. ALL CHANGES PROPOSED DURING CONSTRUCTION WHICH RESULT IN A CHANGE TO THE CONTRACT TIME AND/OR SUM SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING AND APPROVED BY THE

ARCHITECT AND OWNER BEFORE SUCH WORK SHALL COMMENCE.

12. CONTRACTOR SHALL COORDINATE CLEAR OPENINGS FOR ALL APPLIANCES PRIOR TO CONSTRUCTION OF CASEWORK.

13. CONTRACTOR SHALL FURNISH AND INSTALL CONCEALED FIRE-RETARDANT TREATED WOOD BLOCKING BEHIND ALL CABINETS, TOILET ACCESSORIES, PLUMBING FIXTURES, AND OTHER WALL MOUNTED

ITEMS AS REQUIRED FOR ADEQUATE SUPPORT.

14. CONTRACTOR SHALL COORDINATE ALL LOCK AND LATCH SETS AND FINAL KEYING WITH OWNER. DOUBLE KEYED LOCKS ARE NOT PERMITTED ON ANY REQUIRED OR MARKED EXIT. MATCH EXISTING

KEYING SYSTEM IF ONE IS EXISTING.

15. ALL DOOR HARDWARE ON EXIT DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT.

16. CONTRACTOR SHALL PREPARE ALL NEW AND EXISTING SURFACES SCHEDULED TO RECEIVE NEW FINISHES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR THE SUBSTRATE &

FINISH BEING APPLIED.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONSTRUCTION INDICATED TO REMAIN AND SHALL REPAIR AND/OR REPLACE ALL AREAS AND/OR MATERIALS DAMAGED DURING

CONSTRUCTION AT A MINIMUM TO THE CONDITION WHICH EXISTED PRIOR TO CONSTRUCTION.

18. CONTRACTOR SHALL COORDINATE FINAL QUANTITY AND LOCATIONS OF FIRE EXTINGUISHERS WITH THE FIRE DEPARTMENT AND/OR BUILDING DEPARTMENT. SEE SYMBOLS LEGEND FOR TYPE OF

EXTINGUISHER.

19. ALL CONSTRUCTION MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NON-COMBUSTIBLE OR SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND MAXIMUM SMOKE DEVELOPED RATING OF 50.

20. ALL PIPING, LOW VOLTAGE WIRE AND CABLE, OPTICAL FIBER, PNEUMATIC TUBING, AND ALL DUCT AND DUCT COVERINGS, LININGS AND CONNECTORS INSTALLED WITHIN PLENUMS MUST BE RATED FOR

PLENUM USE.

21. TENANT SHALL BE RESPONSIBLE FOR COORDINATION AND INSTALLATION OF VOICE AND DATA CABLING AND EQUIPMENT.

22. NOT USED.

23. ALL NEW GLASS AND GLAZING LOCATED IN HAZARDOUS LOCATIONS AS DEFINED IN IBC SECTION 2406.3 SHALL MEET THE REQUIREMENTS FOR SAFETY GLAZING AS DEFINED IN IBC SECTION 2406.

24. IF THE CONTRACTOR FAILS TO SUBMIT A MATERIAL FOR APPROVAL, THE MATERIAL MAY BE REQUIRED TO BE REMOVED BY THE CONTRACTOR EITHER BY DIRECTION OF THE OWNER OR ARCHITECT.

25. ALL HIGH-PILED STORAGE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE APPLICABLE EDITION OF THE INTERNATIONAL FIRE CODE.

26. THE CONTRACTOR IS TO PROVIDE AS BUILT DRAWINGS IN HARD COPY & AN ELECTRONIC AUTOCAD FILE TO THE OWNER AT THE CONCLUSION OF THE PROJECT.

27. INSTALL ELASTOMERIC JOINT SEALER AROUND ALL PIPES, DUCTWORK, & STRUCTURE PASSING THRU INTERIOR NON-RATED CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS, AND CONCRETE FLOOR/ROOF SLABS. FOR FIRE RATED INTERIOR CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS, AND CONCRETE FLOOR/ROOF SLABS SEAL ALL PIPES, DUCTWORK, AND STRUCTURE. INSTALL FIRESTOP MATERIALS IN ALL GAPS PRIOR TO SEALANT APPLICATION. INSTALL SEALER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

28. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONSTRUCTION INDICATED TO REMAIN AND SHALL REPAIR AND/OR REPLACE ALL AREAS AND /OR MATERIAL DAMAGED DURING

CONSTRUCTION AT A MINIMUM TO THE CONDITION WHICH EXISTED PRIOR TO CONSTRUCTION.

29. CONTRACTOR SHALL BE RESPONSIBLE FOR PRICING RADIO COVERAGE AMPLIFIER FOR EMERGENCY RESPONDERS AS AN ALTERNATE. PRIOR TO CONSTRUCTION COMPLETION, AMPLIFIER SHALL BE

PROVIDED ONLY IF REQUIRED BY AHJ .

SCALE : 3" = 1'-0"A0.01

1 CONTROL JOINT

D R

O A

D R

O F

1106801629M Polygon

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

A B C D E F G H

DEMO EXISTING SIDING (REMOVE ALL

LAYERS TO EXISTING 1X SHEATHING)

DEMO EXISTING ASPHALT

SHINGLE ROOF (REMOVE ALL

LAYERS TO EXISTING 1X

SHEATHING)

DEMO EXISTING METAL

GUTTER AND

DOWNSPOUTS, TYP.

EXISTING WINDOWS TO REMAIN,

TYP.

EXISTING A/C UNIT

TO REMAIN, TYP.

FIELD VERIFY

EXISTING VENT TO

REMAIN, TYP.

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

1 1.5 2

EXISTING SECURITY CAMERA,

COORDINATE REMOVAL AND

REINSTALL WITH SECURITY

CONTRACTOR (ADVANTOR),

ASSUME TWO WEEKS NOTICE

PRIOR TO WORK COMMENCING

FIELD VERIFY

DEMO EXISTING SIDING (REMOVE ALL

LAYERS TO EXISTING 1X SHEATHING)

DEMO EXISTING ASPHALT

SHINGLE ROOF (REMOVE ALL

LAYERS TO EXISTING 1X

SHEATHING)

DEMO EXISTING METAL

GUTTER AND

DOWNSPOUTS, TYP.

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

11.52

EXISTING SECURITY CAMERA, COORDINATE

REMOVAL AND REINSTALL WITH SECURITY

CONTRACTOR (ADVANTOR), ASSUME TWO

WEEKS NOTICE PRIOR TO WORK COMMENCING

PREVIOUS A/C

UNIT OPENING -

BOARDED UP

EXISTING ELEC.

PANEL

FIELD VERIFY

DEMO EXISTING SIDING (REMOVE ALL

LAYERS TO EXISTING 1X SHEATHING)

DEMO EXISTING ASPHALT

SHINGLE ROOF (REMOVE ALL

LAYERS TO EXISTING 1X

SHEATHING)

DEMO EXISTING METAL

GUTTER AND

DOWNSPOUTS, TYP.

EXISTING WINDOWS TO REMAIN, TYP.

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

ABCDEFGH

DEMO EXISTING DOOR AND

FRAME

SALVAGE EXISTING CANOPY

FOR REINSTALL

EXISTING SAFETY BOLLARD TO REMAIN

EXISTING DOUBLE DOOR TO REMAIN

FIELD VERIFY

DEMO EXISTING SIDING (REMOVE ALL

LAYERS TO EXISTING 1X SHEATHING)

DEMO EXISTING ASPHALT

SHINGLE ROOF (REMOVE ALL

LAYERS TO EXISTING 1X

SHEATHING)

DEMO EXISTING METAL

GUTTER AND

DOWNSPOUTS, TYP.

EXISTING OVERHEAD DOOR TO

REMAIN, TYP.

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

AD4.01

EXTERIOR DEMO

ELEVATIONS

N B

D G

B-

SCALE : 3/16" = 1'-0"AD4.01

1 EAST ELEVATION - DEMO

SCALE : 3/16" = 1'-0"AD4.01

2 NORTH ELEVATION - DEMO

SCALE : 3/16" = 1'-0"AD4.01

3 SOUTH ELEVATION - DEMO

SCALE : 3/16" = 1'-0"AD4.01

4 WEST ELEVATION - DEMO

C H

O B

D U

P O

1106801629M Polygon

UPDN

A A

A4.01

A5.01

A7.01

1.5

B B

C C

D D

E E

F F

G G

H H

A5.01

REPLACE EXISTING DAMAGED GYPSUM

BOARD ON WALLS & CEILINGS, PATCH

AND PAINT AREAS OF REPAIR TO MATCH

EXISTING

TYP.

101.A

C H

G M

H E

D O

W N

U T

D O

W N

U T

A5.01 SIM.

EXISTING

CANOPY

ABOVE

PRECAST CONC.

SPLASH BLOCK, TYP.

A A

A4.01

A5.01

1.5

B B

C C

D D

E E

F F

G G

H H

A5.01

REPLACE EXISTING DAMAGED GYPSUM

BOARD ON WALLS & CEILINGS, PATCH

AND PAINT AREAS OF REPAIR TO MATCH

EXISTING

A5.01 SIM.

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A1.01

FLOOR PLANS

N B

D G

B-

SCALE : 1/8" = 1'-0"A1.01

1 1ST FLOOR PLAN

SCALE : 1/8" = 1'-0"A1.01

2 SECOND FLOOR PLAN

FILL IN OLD A/C UNIT

OPENING AS

APPROPRIATE, TO INCL.

DRYWALL, INSUL., EXT.

SHEATHING.

C H

O B

D U

P O

1106801629M Polygon

A4.01

SLOPE SLOPE

NEW CONT. RIDGE EXHAUST VENT,

CUT NEW AND EXISTING

SHEATHING AT THE RIDGE PER

VENT MFR. RECOMMENDATIONS

NEW ASPHALT SHINGLE ROOF,

GAF SLATELINE, COLOR-ENGLISH

GRAY, SYNTHETIC "FELTBUSTER"

ROOFING FELT, GAF STARTER

SHINGLES. REFLASH ANY EXISTING

ROOFTOP EQUIPMENT OR

PENETRATIONS

NEW PREFINISHED METAL

GUTTER AND DOWNSPOUTS,

TYP.

A5.01

A5.01 SIM.

EXIST. CANOPY,

PAINT PER

ELEVATIONS

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A3.01

ROOF PLAN

N B

D G

B-

SCALE : 1/8" = 1'-0"A3.01

1 ROOF PLAN

A C

O R

R O

O F

C R

O N

1406023865N Cross-Out GAF Slateline

1406023865N Inserted Text

ROOF

114' - 9"

NEW ASPHALT SHINGLE ROOF

NEW PREFINISHED (WHITE)

METAL GUTTER AND

DOWNSPOUTS, TYP.

NEW 6" SMOOTH-TEXTURE FACTORY

PRIMED, FIELD PAINTED (WHITE) FIBER

CEMENT LAP SIDING AND TRIM , TYP.

SAND, PRIME & PAINT (WHITE)

EXISTING WINDOW FRAMES, TYP.

EXISTING A/C UNIT

B C D E F G H

FIELD VERIFY

EXISTING WALL VENT

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

EXISTING SECURITY CAMERA,

COORDINATE REMOVAL AND

REINSTALL WITH SECURITY

CONTRACTOR (ADVANTOR),

ASSUME TWO WEEKS NOTICE

PRIOR TO WORK COMMENCING

NEW ASPHALT SHINGLE

ROOF

NEW PREFINISHED (WHITE) METAL

GUTTER AND DOWNSPOUTS, TYP.

NEW VENTED FIBER CEMENT

SOFFIT PANELS (WHITE), TYP.

NEW 6" SMOOTH-TEXTURE FACTORY

PRIMED, FIELD PAINTED (WHITE) FIBER

CEMENT LAP SIDING AND TRIM , TYP.

1.5 2

A5.01

FIELD VERIFY

PRECAST CONC.

SPLASH BLOCK, TYP.

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

EXISTING SECURITY CAMERA, COORDINATE

REMOVAL AND REINSTALL WITH SECURITY

CONTRACTOR (ADVANTOR), ASSUME TWO

WEEKS NOTICE PRIOR TO WORK COMMENCING

NEW 6" SMOOTH-TEXTURE FACTORY

PRIMED, FIELD PAINTED (WHITE) FIBER

CEMENT LAP SIDING AND TRIM , TYP.

LOCATION OF PREVIOUS BOARDED UP A/C

UNIT OPENING. COVER WITH NEW SIDING

REPAIR/REPLACE WOOD

FRAMING, CASING, AND TRIM ON

EXISTING WINDOW OPENING.

PRIME & PAINT WHITE.

EXISTING

ELEC. METER

ENCLOSURE

NEW ASPHALT SHINGLE ROOF

NEW PREFINISHED (WHITE)

METAL GUTTER AND

DOWNSPOUTS, TYP.

NEW VENTED FIBER CEMENT

SOFFIT PANELS (WHITE), TYP.

1.52

FIELD VERIFY

A5.01 SIM.

PRECAST CONC.

SPLASH BLOCK, TYP.

FINISH FLOOR

100' - 0"

ROOF

114' - 9"

NEW ASPHALT SHINGLE ROOF

NEW PREFINISHED (WHITE)

METAL GUTTER AND

DOWNSPOUTS, TYP.

NEW 6" SMOOTH-TEXTURE FACTORY

PRIMED, FIELD PAINTED (WHITE) FIBER

CEMENT LAP SIDING AND TRIM

TYP.

SAND, PRIME & PAINT

(WHITE) EXISTING CANOPY

NEW MAN DOOR PER

SCHEDULE (COLOR: RED TO

MATCH BASE STANDARD)

SAND, PRIME & PAINT (SAFETY YELLOW)

EXISTING PIPE BOLLARD, TYP.

SAND, PRIME & PAINT (WHITE)

EXISTING OVERHEAD DOORS, TYP.

A5.01

A7.01

BCDEFGH

TYP.

SAND, PRIME & PAINT EXISTING MAN

DOORS (COLOR: RED TO MATCH

BASE STANDARD)

FIELD VERIFY

'-0

8' -0

'-0

LIGHT FIXTURE PER

LIGHTING PLANS, TYP.

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A4.01

EXTERIOR

ELEVATIONS

N B

D G

B-

SCALE : 3/16" = 1'-0"A4.01

1 EAST ELEVATION

SCALE : 3/16" = 1'-0"A4.01

2 NORTH ELEVATION

SCALE : 3/16" = 1'-0"A4.01

3 SOUTH ELEVATION

SCALE : 3/16" = 1'-0"A4.01

4 WEST ELEVATION

A R

U T

R W

O W

D M

H A

C R

T O

B R

D C

D O

W A

/C O

T O

B O

E C

T O

1106801629M Polygon

SECOND FLOOR

108' - 0"

ROOF

114' - 9"

SMOOTH-TEXTURE FACTORY PRIMED,

FIELD PAINTED FIBER CEMENT LAP

SIDING AND TRIM

FLUID APPLIED AIR BARRIER

FIELD VERIFY

EXISTING CONC. FOOTING

EXISTING CONC. SLAB

FIELD VERIFY

WD SHEATHING PER STRUCT. DWGS.

A7.01

VENTED FIBER CEMENT

SOFFIT PANEL

EXISTING 1X PLANK

NEW ASPHALT SHINGLE

ROOF

A7.01

FINISH FLOOR

100' - 0"

SECOND FLOOR

108' - 0"

FIELD VERIFY

EXISTING CONC. FOOTING

EXISTING CONC. SLAB

EXISTING 1X PLANK

NEW ASPHALT SHINGLE

ROOF

EXISTING GRADE

A7.01

SMOOTH-TEXTURE FACTORY PRIMED,

FIELD PAINTED FIBER CEMENT LAP

SIDING AND TRIM

FLUID APPLIED AIR BARRIER

WD SHEATHING PER STRUCT. DWGS.

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A5.01

WALL SECTIONS

N B

D G

B-

SCALE : 1/2" = 1'-0"A5.01

1 WALL SECTION

SCALE : 1/2" = 1'-0"A5.01

2 WALL SECTION 2

NEW ASPHALT SHINGLE

ROOF

SYNTHETIC FELT ROOF

UNDERLAYMENT, ICE AND WATER

SHIELD THE FIRST 2'-0"

NEW ROOF SHEATHING PER

STRUCT. DWGS.

PREFINISHED MTL

DRIP EDGE

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

EXISTING 1X PLANK,

REPLACE DAMAGED AREAS

PER STRUCT. DWGS.

WD SHEATHING PER

STRUCT DWGS.

FLUID APPLIED AIR BARRIER

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING DOOR

EXISTING FRAME

MTL. FLASHING

5/4 (1") x 5 ½" PAINTED FIBER CEMENT TRIM

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

EXISTING FRAME

CONT. SEALANT AND CLOSED CELL

BACKER ROD

EXISTING DOOR

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

EXISTING WOOD FRAMING

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

PREFINISHED MTL. FLASHING, TYP.

EXISTING CONC. SLAB

6" M

EXISTING

GRADE

PREFINISHED METAL SILL FLASHING

INSTALLED PER MANUF. REQ.

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

MTL FLASHING

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

FIBER CEMENT SIDING

PER ELEVATIONS

CONT. SEALANT AND

CLOSED CELL BACKER ROD

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

PREFINISHED

VENTED

CEMENT

BOARD SOFFIT

PANELS

FLUID APPLIED AIR BARRIER

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

PREFINISHED MTL. FLASHING, TYP.

EXISTING CONC. SLAB

PREFINISHED METAL SILL FLASHING

INSTALLED PER MANUF. REQ.

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

22 GA. KYNAR

COATED MTL.

GUTTER TO MATCH

SHINGLE COLOR

4"x4" 22 GA. KYNAR

COATED MTL.

DOWNSPOUT

1/2" 1/2" 5"

1" 4"

PREFIN. MTL FASCIA

OVER 3/4" PLYWOOD

SHEATHING

2x FRAMING

PER STRUCT

PREFINISHED VENTED FIBER

CEMENT BOARD SOFFIT

PANELS

NEW ASPHALT SHINGLE ROOF

SYNTHETIC FELT ROOF

UNDERLAYMENT, ICE AND WATER

SHIELD THE FIRST 2'-0"

ROOF SHEATHING PER

STRUCT. DWGS.

MTL DRIP EDGE

GUTTER SPACERS @ 36" O.C.

EXISTING

STRUCTURE

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A7.01

DETAILS

N B

D G

B-

SCALE : 3" = 1'-0"A7.01

2 DOOR HEAD DETAIL

SCALE : 3" = 1'-0"A7.01

3 DOOR JAMB DETAIL

SCALE : 3" = 1'-0"A7.01

4 PLAN DETAIL

SCALE : 3" = 1'-0"A7.01

5 SILL DETAIL

SCALE : 3" = 1'-0"A7.01

6 SOFFIT DETAIL

SCALE : 3" = 1'-0"A7.01

7 SILL DETAIL 2

SCALE : 3" = 1'-0"A7.01

8 GUTTER DETAIL

SCALE : 3" = 1'-0"A7.01

1 GABLE DETAIL

A C

U N D

1106801629M Polygon

EXT. DOOR TO BE GRADE III

EXTRA HEAVY DUTY, MODEL 4

INSUL., MIN. 16 GA. GALV. STL.

(FINISH W/ 2 COATS SEMI-

GLOSS ACRYLIC LATEX PAINT)

. D O

O R

2"SCHED.

REF. DOOR

14 GA. GALV. WELDED

HOLLOW METAL FRAMES,

FINISH TO BE SPRAYED W/ 2

COATS SEMI-GLOSS

ACRYLIC LATEX PAINT

PUSH SIDE

PULL SIDE

FOR ALL DOORS NOT LOCATED ON PLAN

3'-0"

MIN.

32" CLEAR

1'-0"

1'-6"

6" IF DOOR HAS A

CLOSER AND LATCHFRAME PER SCHEDULE

CONT. SEALANT AND CLOSED CELL

BACKER ROD

DOOR PER SCHEDULE

5/4 (1") x 5 ½" PAINTED

FIBER CEMENT TRIM

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

DOOR PER SCHEDULE

FRAME PER SCHEDULE

MTL. FLASHING

5/4 (1") x 5 ½" PAINTED FIBER CEMENT TRIM

WD SHEATHING PER STRUCT

DWGS.

EXISTING GYPSUM BOARD, REPLACE

DAMAGED AREAS PER PLAN

FIBER CEMENT SIDING

PER ELEVATIONS

EXISTING 1X PLANK, REPLACE

DAMAGED AREAS PER STRUCT. DWGS.

FLUID APPLIED AIR BARRIER

DOOR PER SCHEDULE

CONT. SWEEP

EXISTING CONC. SLAB

ALUM. THRESHOLD SET IN

FULL BED OF MASTIC &

EXPANSION ANCHORED

TO FLOOR SLAB

DOOR UNDERCUT TO BE

5/8" ABOVE CONC. SLAB

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A8.01

DOOR SCHEDULE

N B

D G

B-

DOOR LOCATION PLAN

DOOR AND FRAME SCHEDULE

DOOR FRAME

RATING

DETAILS

HARDWARE REMARKSNO.

SIZE

TYPE MAT. TYPE MAT. JAMB HEAD SILLW. H. Th.

101.A 3' - 0" 7' - 0" 1 3/4" H1 HM 1 HM - 1/A8.01 2/A8.01 3/A8.01 EL.1

DOOR TYPES

FRAME TYPES

REMARKS MATERIAL LEGEND

GL - GLASS

HM - HOLLOW METAL

WD - WOOD

STL - STEEL

AL - ALUMINUM

MFR - PER MANUFACTURER

POLY - POLYETHYLENE

P - POLYCARBONATE

ALL HOLLOW METAL FRAMES TO BE FACTORY PRIMED. PAINT TO BE SPRAYED

ALL HOLLOW METAL DOORS TO BE FACTORY PRIMED. PAINT TO BE SPRAYED

SCALE : 3" = 1'-0"A8.01

1 DOOR JAMB DETAIL - NEW

SCALE : 3" = 1'-0"A8.01

2 DOOR HEAD DETAIL - NEW

SCALE : 3" = 1'-0"A8.01

3 SILL DETAIL

HARDWARE SETS

1. ALL HARDWARE SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE AMERICANS WITH

DISABILITIES ACT (ADA).

2. ALL DOOR HARDWARE SHALL BE FINISH US26D OR EQUIVALENT, UNLESS NOTED OTHERWISE.

3. ALL LATCHSETS AND LOCKSETS SHALL BE EQUIPPED WITH LEVER TYPE OPERATING TRIM W/ THE

"CLUTCH" FEATURE.

4. ALL CLOSERS SHALL BE LOCATED ON ROOMS SIDES OF DOORS.

5. CONTRACTOR'S HARDWARE CONSULTANT SHALL BE RESPONSIBLE FOR DETERMINING APPROPRIATE

HARDWARE FUNCTION AND OPTIONS.

6. CONTRACTOR SHALL COORDINATE FINAL KEYING WITH OWNER.

GENERAL NOTES:

SET # EL.1:

Ball Bearing, 4 1/2"x 4 1/2, Std Weight, Stnls Stl w/Stnls Stl pin, Non Removable Pin Push Bar Rim Exit Device, Grade 1 Exterior Lever - Contour Angle Return, Key Locks and Unlocks Rim Cylinder for use with BEST Interchangeable core Match general operation and appearance of hardware on double doors BEST Interchangeable core, 7 pin, B1 keyway Two BEST key blanks and pins for BEST cylinder Heavy Duty, Grade 1, Cast Aluminum, Parallel arm mounting, standard plastic cover, Adjustable Spring size 1-6 Use Appropriate clearance/support blade stop for closer manufacturer Commercial flat aluminum alloy saddle, 5” width x ½” high x .1310” minimal nominal thickness, mill finish Standard Perimeter Gasketing - ¼” Wide x 1-1/8” high, Vinyl Insert, Mill Aluminum Black Neoprene insert in Clear Anodized Aluminum, ¼” wide x 1-11/16” total high 12" X 34" X .125" Aluminum Diamond Plate Kick Plate, -HINGES

-LOCKSET

- KEYING

-CLOSER

-STOPS

-THRESHOLD

-WEATHERSTRIP

-BOTTOM SWEEP

-KICK PLATE-

O O

R H

B R

1406023865N Comment on Text Edit. Remove brand names. Add Best core requirement.

1106801629M Polygon

1406023865N Sticky Note Completed set by 1406023865N

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A11.10

PROJECT

SPECIFICATIONS

N B

D G

B-

DIVISION 1 - GENERAL REQUIREMENTS

1.1 ALLOWANCES

A. IF ANY PORTIONS OF THE PROJECT ARE INDICATED TO BE BID BY A COST PER UNIT

ALLOWANCE, THE ALLOWANCE STATED IN THE DOCUMENTS IS THE COST TO THE

CONTRACTOR OF THE PRODUCTS OR MATERIALS ONLY. ANY TAXES, FREIGHT, MARKUP,

DELIVERY, AND LABOR SHALL BE IN ADDITION TO THE MATERIAL ALLOWANCE.

1.2 ALTERNATES

A. IF ANY ALTERNATES ARE INDICATED IN THE CONSTRUCTION DOCUMENTS, THE

CONTRACTOR SHALL FURNISH A SEPARATE PRICE FOR ALL MATERIAL, TAXES, FREIGHT,

MARKUP, DELIVERY, LABOR, OVERHEAD AND PROFIT FOR THAT PORTION OF THE WORK.

THE PROPOSED ALTERNATE MAY THEN BE ADDED OR DEDUCTED FROM THE CONTRACT

SUM IF THE OWNER ACCEPTS THE ALTERNATE.

B. PROVIDE PHYSICAL SAMPLES OF ALL PROPOSED ALTERNATES FOR ARCHITECT'S

APPROVAL.

1.3 UNIT PRICES

A. IF ANY UNIT PRICES ARE REQUESTED IN THE CONSTRUCTION DOCUMENTS, THE

CONTRACTOR SHALL FURNISH A PRICE INCLUDING ALL NECESSARY MATERIAL, TAXES,

FREIGHT, MARKUP, DELIVERY, LABOR, OVERHEAD, AND PROFIT PER UNIT OF

MEASUREMENT FOR WORK THAT MAY BE ADDED OR DEDUCTED FROM THE CONTRACT

SUM IF ESTIMATED QUANTITIES OF WORK REQUIRED BY THE CONSTRUCTION DOCUMENTS

ARE INCREASED OR DECREASED.

1.4 CHANGE ORDERS

A. WHEN CHANGES TO THE CONTRACT SUM OR SCHEDULE ARE NECESSARY, CONTRACTOR

SHALL SUBMIT A PDF COPY TO ARCHITECT FOR REVIEW IN A FORMAT AGREED UPON

BETWEEN THE OWNER, ARCHITECT, AND CONTRACTOR. BEFORE PROCEEDING WITH

WORK RELATED TO CHANGE ORDERS, CONTRACTOR SHALL OBTAIN OWNER'S WRITTEN

APPROVAL.

1.5 PAYMENT APPLICATIONS

A. PRIOR TO SUBMITTAL OF EACH FORMAL MONTHLY PAYMENT APPLICATION, THE

CONTRACTOR SHALL SUBMIT TO THE ARCHITECT A DRAFT COPY OF THE PROPOSED

PAYMENT APPLICATION WITH A SCHEDULE OF VALUES INDICATING THE ESTIMATED

PERCENT COMPLETE IN EACH CATEGORY.

B. FOLLOWING REVIEW AND ADJUSTMENT (IF ANY) OF THE DRAFT, CONTRACTOR SHALL

SUBMIT A PDF COPY OF THE PROPERLY EXECUTED PAYMENT APPLICATION, SCHEDULE OF

VALUES, AND LIEN WAIVERS FOR ARCHITECT'S REVIEW AND FORWARDING TO OWNER FOR

PAYMENT.

1.6 SUBMITTALS

A. CONTRACTOR SHALL PREPARE AND SUBMIT SUBMITTALS REQUIRED BY INDIVIDUAL SPEC

SECTIONS AS A PDF UPLOADED TO ON-LINE PROJECT SOFTWARE WEBSITE OR A PDF SENT

VIA EMAIL FOR ARCHITECT'S REVIEW.

B. PROCESSING TIME:

1. INITIAL REVIEW: MIN. TEN (10) BUSINESS DAYS

2. RESUBMITTAL REVIEW (AS REQUIRED): MIN. FIVE (5) BUSINESS DAYS

C. CERTIFICATES AND CERTIFICATIONS SUBMITTALS: INCLUDES SIGNATURE OF ENTITY

RESPONSIBLE FOR PREPARING CERTIFICATION. PROVIDE DIGITAL SIGNATURE ON

ELECTRONICALLY SUBMITTED CERTIFICATES AND CERTIFICATIONS WHERE INDICATED.

D. DELEGATED-DESIGN SERVICES CERTIFICATION: IN ADDITION TO OTHER REQUIRED

SUBMITTALS, SUBMIT DIGITALLY SIGNED PDF ELECTRONIC FILE, SIGNED AND SEALED BY

THE RESPONSIBLE DESIGN PROFESSIONAL

E. BIM INCORPORATION BY CONTRACTOR IF REQUIRED BY OWNER.

F. CONTRACTOR'S SUBMITTAL REVIEW: CONTRACTOR SHALL REVIEW EACH SUBMITTAL AND

CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR

COMPLIANCE WITH THE CONTRACT DOCUMENTS. MARK WITH APPROVAL STAMP BEFORE

SUBMITTING TO ARCHITECT.

1. ARCHITECT WILL NOT REVIEW SUBMITTALS THAT DO NOT HAVE CONTRACTOR'S

REVIEW AND APPROVAL.

G. MOCK-UPS

1. CONTRACTOR SHALL PROVIDE MOCK-UPS AS INDICATED IN THE DRAWINGS.

1.7 CONSTRUCTION PERIOD TESTING

A. THE OWNER SHALL ENGAGE AN INDEPENDENT TESTING AGENCY TO PERFORM CODE-

REQUIRED "SPECIAL INSPECTIONS" AND QUALITY CONTROL TESTING. CONTRACTOR

SHALL BE RESPONSIBLE FOR SCHEDULING TIMES FOR TESTS, INSPECTIONS, AND

OBTAINING SAMPLES AND NOTIFYING TESTING AGENCY.

1.8 REFERENCE STANDARDS

A. CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE MOST RECENT STANDARDS IN

EFFECT AS OF THE DATE OF THE CONSTRUCTION DOCUMENTS, UNLESS INDICATED

OTHERWISE.

1.9 CLOSEOUT PROCEDURES

A. PUNCHLIST - PRIOR TO SCHEDULING A SUBSTANTIAL COMPLETION WALK-THROUGH TO

DEVELOP A PUNCHLIST OF ITEMS REQUIRING COMPLETION, PROJECT SHALL BE FINAL

CLEANED, TOUCH-UP PAINTED, AND DAMAGED CEILING TILE REPLACED. UPON ARRIVAL, IF

THE ARCHITECT DETERMINES THE PROJECT IS NOT READY FOR WALK-THROUGH, THE

PUNCHLIST SHALL BE RESCHEDULED.

1. WHEN THE CONTRACTOR CONSIDERS THE PUNCHLIST ITEMS FULLY COMPLETED, A

FINAL WALK-THROUGH SHALL BE SCHEDULED TO REVIEW THE COMPLETED

CONSTRUCTION.

B. PRIOR TO PROJECT COMPLETION, CONTRACTOR SHALL SUBMIT/COMPLETE THE

FOLLOWING:

1. ELECTRONIC (PDF) SET OF CONSTRUCTION DRAWINGS NEATLY MARKED UP TO

SHOW ACTUAL INSTALLATION WHERE INSTALLATION VARIES FROM THAT SHOWN ON

ORIGINALLY ON THE CONSTRUCTION DOCUMENTS.

2. ELECTRONIC COPY (PDF) OF OPERATION AND MAINTENANCE MANUALS INCLUDING

SUBCONTRACTOR AND SUPPLIER CONTACT INFORMATION, MAINTENANCE AND

SERVICE INSTRUCTIONS. SCHEDULES, EMERGENCY INSTRUCTIONS, SPARE PARTS

LISTS, WIRING DIAGRAMS, AND WARRANTY INFORMATION.

3. TRAINING OF OWNER PERSONNEL ON USE AND MAINTENANCE OF MECHANICAL,

ELECTRICAL, PLUMBING, FIRE SPRINKLER, ALARM, SECURITY, IRRIGATION, AND

OTHER BUILDING SYSTEMS.

DIVISION 6 - WOOD AND PLASTICS

061000 ROUGH CARPENTRY

SEE STRUCTURAL CONSTRUCTION DOCUMENTS FOR SPECIFICATIONS RELATED TO STRUCTURAL

LUMBER, ENGINEERED WOOD PRODUCTS, PANEL PRODUCTS, FASTENERS, AND ACCESSORIES

A. SUBMITTALS:

1. PRODUCT DATA FOR TREATED WOOD, ENGINEERED WOOD PRODUCTS, FOAM PLASTIC

SHEATHING, AND WATER / AIR BARRIER PRODUCTS.

B. LUMBER: PROVIDE S4S, 19 PERCENT MAXIMUM MOISTURE CONTENT FOR 2-INCH NOMINAL

THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY OF THE FOLLOWING

GRADE:

1. INTERIOR PARTITION FRAMING: STANDARD, STUD, OR NO. 3 GRADE

2. EXPOSED FRAMING: NO. 1 OR NO. 2,

3. MISCELLANEOUS LUMBER FOR NAILERS, BLOCKING, AND SIMILAR CONSTRUCTION: STUD,

OR NO. 3 GRADE

C. PANEL PRODUCTS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1 WHERE PLYWOOD

IS INDICATED AND AS FOLLOWS:

1. WALL SHEATHING:

a. PLYWOOD: EXTERIOR OR EXPOSURE 1, STRUCTURAL I, FIRE RETARDANT-TREATED

(WHERE SPECIFIED).

b. ORIENTED STRAND BOARD: EXPOSURE 1, STRUCTURAL I

c. GLASS-MAT GYPSUM: ASTM C 1177/C 1177M

d. EXTRUDED POLYSTYRENE FOAM: ASTM C 578, TYPE IV WITH T&G OR SHIPLAP LONG

EDGES

e. POLYISOCYANURATE FOAM: ASTM C 1289, TYPE I, CLASS 2, WITH ALUMINUM FOIL

FACINGS. FOAM PLASTIC CORE AND FACINGS SHALL HAVE A FLAME SPREAD OF 25 OR

LESS WHEN TESTED INDIVIDUALLY.

2. ROOF SHEATHING, WHERE INDICATED ON DRAWINGS:

a. PLYWOOD: EXTERIOR OR EXPOSURE 1, STRUCTURAL I

b. ORIENTED STRAND BOARD: EXPOSURE 1, STRUCTURAL I

3. PLYWOOD SUBFLOORING: EXTERIOR OR EXPOSURE 1, STRUCTURAL I

4. TELEPHONE AND ELECTRICAL EQUIPMENT BACKING BOARDS: PLYWOOD, EXPOSURE 1, C-D

PLUGGED, FIRE RETARDANT TREATED, 1/2" THICK.

D. PRESERVATIVE-TREATED MATERIALS: APWA C2 LUMBER AND APWA C9 PLYWOOD, LABELED BY AN INSPECTION AGENCY APPROVED BY ALSC'S BOARD OF REVIEW. AFTER TREATMENT, KILN-DRY

LUMBER TO 19 PERCENT MOISTURE CONTENT AND PLYWOOD TO 15 PERCENT. TREAT INDICATED

ITEMS AND THE FOLLOWING:

1. WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND

WATERPROOFING

2. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE

3. WOOD FRAMING LESS THAN 18" ABOVE GRADE

4. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH

EARTH.

E. FIRE-RETARDANT TREATED MATERIALS: COMPLY WITH PERFORMANCE REQUIREMENTS IN AWPA C20 FOR LUMBER AND AWPA C27 FOR PLYWOOD LABELED BY TESTING AND INSPECTING AGENCY.

USE INTERIOR TYPE A HIGH TEMPERATURE (HT). TREAT INDICATED ITEMS AND THE FOLLOWING:

1. INTERIOR RATED: TELEPHONE AND ELECTRICAL EQUIPMENT BACKING BOARDS

2. EXTERIOR RATED: PLYWOOD SHEATHING AS DETAILED AT ROOF SOFFIT.

F. MISCELLANEOUS PRODUCTS:

1. FASTENERS: SIZE AND TYPE INDICATED, GALVANIZED WHEN EXPOSED TO WEATHER,

GROUND CONTACT, OR AREAS OF HIGH HUMIDITY, STAINLESS STEEL WHEN FASTENING

PRESERVATIVE-TREATED MATERIALS (CONTRACTOR SHALL CONFIRM COMPATIBILITY OF

FASTENER MATERIAL WITH PRESERVATIVE).

2. METAL FRAMING ANCHORS: HOT-DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE,

AND SIZE INDICATED.

3. BUILDING PAPER: ASPHALT SATURATED ORGANIC FELT COMPLYING WITH ASTM D 226, TYPE

1 (NO. 15 ASPHALT FELT), UNPERFORATED.

4. AIR BARRIERS: AIR-RETARDER SHEETING OR FLUID APPLIED COATING DESIGNED TO

PREVENT WATER INSTRUSION FROM EXTERIOR TO INTERIOR BUT TO ALLOW WATER VAPOR

TO PASS FROM INTERIOR TO EXTERIOR. AN AIR BARRIER MUST HAVE AIR PERMEANCE THAT

IS NOT GREATER THAN 0.02 L/(S·M²) AT A PRESSURE DIFFERENCE OF 75 PA (0.004 CFM/FT2

AT A PRESSURE DIFFERENCE OF 1.56 LB/FT2) WHEN TESTED IN ACCORDANCE WITH ASTM E

2178.

5. SILL-SEALER: GLASS-FIBER INSULATION, 1" THICK, COMPRESSIBLE TO 1/32".

6. ADHESIVE FOR FIELD GLUING PANELS TO FRAMING: APA AFG-01.

G. INSTALLATION:

1. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB, TRUE

TO LINE, CUT AND FITTED. DISCARD PIECES WITH DEFECTS THAT WOULD LOWER

STRENGTH OR RESULT IN UNACCEPTABLE APPEARANCE OF EXPOSED MEMBERS.

2. INSTALL STRUCTURAL MEMBER FULL LENGTH WITHOUT SPLICES UNLESS OTHERWISE

SPECIFICALLY DETAILED.

3. COMPLY WITH MEMBER SIZES, SPACING, CONFIGURATION, AND FASTENER SIZE AND

SPACING AS INDICATED ON THE STRUCTURAL DRAWINGS, BUT NOT LESS THAN REQUIRED

BY APPLICABLE CODES AND AFPA WCD 1 T11.

4. CONSTRUCT DOUBLE JOIST HEADERS AT FLOOR AND CEILING OPENINGS AND UNDER WALL

STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS.

5. FRAME OPENINGS WITH TWO OR MORE STUDS AT EACH JAMB AND SUPPORT HEADERS ON

CRIPPLE STUDS.

6. PROVIDE DOUBLE 2x10 HEADERS WITH 1/2" PLYWOOD BETWEEN AND 2x4 BOTTOM PLATE AT

ALL DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE.

7. FURNISH CONCEALED BLOCKING AND NAILERS WHERE INDICATED AND AT ALL LOCATIONS

WHERE WALL HUNG ITEMS WILL REQUIRE A SUBSTRATE FOR FASTENING OR SUPPORT.

8. INSTALL ROOF SHEATHING PERPENDICULAR TO FRAMING MEMBERS WITH ENDS

STAGGERED AND SHEET ENDS OVER FIRM BEARING. PROVIDE PANELS CLIPS BETWEEN

ROOF FRAMING MEMBERS AND SOLID EDGE BLOCKING BETWEEN SHEETS.

9. INSTALL WALL SHEATHING PERPENDICULAR TO TO WALL STUDS WITH ENDS OVER FIRM

BEARING AND STAGGERED.

10. INSTALL FLOOR SHEATHING PERPENDICULAR TO FLOOR JOISTS WITH ENDS OVER FIRM

BEARING. GLUE AND NAIL SHEATHING TO EACH JOIST.

073113 ASPHALT SHINGLES

A. SUBMITTALS: PRODUCT DATA AND SAMPLES FOR ALL MATERIALS

B. WARRANTY

1. MATERIAL WARRANTY PERIOD: 30 YEARS.

2. WIND-SPEED WARRANTY PERIOD: 15 YEARS.

a. MAXIMUM WIND SPEED: 110 MPH (49 M/S)

3. ALGAE-RESISTANCE WARRANTY PERIOD: 15 YEARS.

4. WORKMANSHIP WARRANTY PERIOD: 25 YEARS.

5. ROOFING INSTALLER'S WARRANTY PERIOD: FIVE YEARS.

C. PERFORMANCE REQUIREMENTS

1. EXTERIOR FIRE-TEST EXPOSURE: CLASS A.

2. WIND RESISTANCE: ASTM D3161/D3161M, CLASS F, AND WITH ASTM D7158/D7158M, CLASS

3. ENERGY PERFORMANCE: ENERGY STAR.

D. PRODUCTS

1. COMPLY WITH BASE ROOFING STANDARD FOR ASPHALT SHINGLES, GAF SLATELINE

"ENGLISH GRAY", AS APPROVED BY STATE HISTORIC PRESERVATION OFFICE. UTILIZE

RELATED PRODUCTS DESIGNED TO WORK WITH GAF SLATELINE SHINLES THAT WILL

PROVIDE THE BEST WARRANTY COVERAGE PER MANUFACTURER.

2. GLASS-FIBER-REINFORCED ASPHALT SHINGLES: GAF SLATELINE, COLOR: ENGLISH GRAY,

BASE STANDARD. [IMPACT-RESISTANT, LAMINATED]-STRIP TYPE.

a. HIP AND RIDGE SHINGLES: GAF TIMBERTEX UNITS.

b. STARTER STRIP SHINGLES: GAF PRO-START

3. RIDGE VENTS: GAF COBRA RIGID VENT 3

4. METAL FLASHING AND TRIM: [ALUMINUM].

5. UNDERLAYMENT: GAF FELTBUSTER SYNTHETIC ROOFING FELT.

6. WATER AND ICE-DAM MEMBRANE: GAF WEATHERWATCH MINERAL SURFACED LEAK

BARRIER

E. INSTALLATION

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS

A. SUBMITTALS:

1. PRODUCT DATA AND PRODUCT TEST REPORTS

2. SHOP DRAWINGS, INCLUDING DETAILS FOR SUBSTRATE JOINTS AND CRACKS,

COUNTERFLASHING STRIPS, PENETRATIONS, INSIDE/OUTSIDE CORNERS, TERMINATIONS AND

TIE-INS WITH ADJOINING CONTRUCTION.

B. QUALITY ASSURANCE: INSTALLER QUALIFICATIONS: AUTHORIZED, APPROVED, OR LICENSED BY

MANUFACTURER.

C. PRODUCTS:

1. HIGH-BUILD, VAPOR PERMEABLE AIR BARRIER: SYNTHETIC POLYMER MEMBRANE WITH AN

INSTALLED DRY FILM THICKNESS, ACCORDING TO MFR'S WRITTEN INSTRUCTIONS, OF 35 MILS

OR THICKER OVER SMOOTH, VOID-FREE SUBSTRATE.

2. PERFORMANCE CRITERIA:

a. FLAME SPREAD: <25, ASTM E 84

b. VAPOR PERMEANCE: NOT LESS THAN 10 PERMS, ASTM E-96, METHOD B

c. AIR PERMEANCE: <0.02 l/S*M*M AT 75 Pa

d. FASTENER SEALABILITY: NO WATER LEAKING THROUGH NAIL PENETRATIONS AFTER 24

HOURS, ASTM D 1970

e. WATER RESISTANCE: 55 cm COL. OF WATER FOR 5 HOURS, NO LEAKING OR WET

THROUGH

f. FIRE PROPAGATION: MEETS REQUIREMENTS OF NFPA 285 IN APPROVED TESTED WALL

ASSEMBLIES.

D. ACCESSORIES: PROVIDE THE FOLLOWING PRODUCT ACCESSORIES OR APPROVED EQUALS FROM

SAME MANUFACTURER AS AIR-BARRIER MEMBRANE.

1. PRIMERS, TRANSITION STRIPS, TERMINATION STRIPS, JOINT REINFORCING FABRIC AND

STRIPS, JOINT SEALANTS, COUNTERFLASHING STRIPS, FLASHING SHEETS AND METAL

TERMINATION BARS, TERMINATION MASTIC, SUBSTRATE PATCHING MATERIALS, ADHESIVES,

TAPES, FOAM SEALANTS, LAP SEALANTS, AND OTHER ACCESSORY MATERIALS THAT ARE

RECOMMENDED IN WRITING BY AIR-BARRIER MFR TO PRODUCE A COMPLETE AIR-BARRIER

ASSEMBLY AND THAT ARE COMPATIBLE WITH PRIMARY AIR-BARRIER MATERIAL AND

ADJACENT CONSTRUCTION TO WHICH THEY MAY SEAL.

E. INSTALLATION: AIR BARRIERS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

INSTALLATION INSTRUCTIONS, THE APPLICABLE ICC-ES EVALUATION REPORT AND THE APPLICABLE

CODE.

1. INSTALL TRANSITION STRIPS AT WALL OPENINGS, ROOF TRANSITIONS, BASE FLASHING SO

THAT A MIN. OF 3" OF COVERAGE IS ACHIEVED OVER SUBSTRATE.

2. BRIDGE ISOLATION JOINTS, EXPANSION JOINTS, AND DISCONTINUOUS WALL-TO-WALL, DECK-

TO-WALL, AND DECK-TO-DECK JOINTS WITH AIR-BARRIER ACCESSORY MATERIAL THAT

ACCOMODATES JOINT MOVEMENT ACCORDING TO MFR'S WRITTEN INSTRUCTIONS AND

DETAILS.

3. TESTING AND INSPECTION: BY OWNER-ENGAGED AGENCY.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

BUILDING ENVELOPE MEETING WITH ALL DIVISION 7 SUBCONTRACTORS, THE ARCHITECT, AND OWNER SHALL TAKE PLACE ONCE ALL SUBCONTRACTORS HAVE BEEN SELECTED TO ENSURE ALL PRODUCTS

ARE COMPATIBLE AND TO ELIMINATE ANY GAP IN SCOPE.

071326 SELF-ADHERING SHEET WATERPROOFING

A. SUBMITTALS: PRODUCT DATA AND PRODUCT TEST REPORTS

B. QUALITY ASSURANCE: MANUFACTURER QUALIFICATIONS: AUTHORIZED, APPROVED, OR LICENSED

WATERPROOFING MANUFACTURER.

C. WATERPROOFING MATERIALS: BASIS OF DESIGN - CCW MIRADRI 860/861 AS MANUFACTURED BY

CARLISLE COATINGS & WATERPROOFING OR APPROVED EQUAL. TO BE USED WITH MIRADRAIN

DRAINAGE SYSTEM AS DETAILED BY CARLISLE DETAIL 860-2D. THIS SYSTEM SHALL BE USED

ALONG THE PLAN NORTH ELEVATION WHERE FINISH GRADE IS ABOVE FINISH FLOOR, SEE

CONSTRUCTION DOCUMENTS FOR MORE DETAIL.

1. RUBBERIZED ASPHALT SHEET: 60-mil (1.5 mm) THICK. SELF-ADHERING SHEET CONSISTING OF

56 mils (1.4 mm) OF RUBBERIZED ASPHALT LAMINATED TO A 4-mil (0.10 mm) THICK

POLYETHYLENE FILM WITH RELEASE LINER ON ADHESIVE SIDE.

2. ACCESSORY PRODUCTS: BASIS OF DESIGN: CCW PRODUCT LINE TO INCLUDE: SURFACE

PRIMER, MASTIC AND SEALANTS, SHEET FLASHING, LIQUID MEMBRANE, SUBSTRATE

PATCHING MEMBRANE, ADHESIVES, TAPE, AND METAL TERMINATION BARS RECOMMENDED

BY WATERPROOFING MANUFACTURER.

3. PROTECTION COURSE: BASIS OF DESIGN CCW-PROTECTION BOARD

4. PERIMETER DRAINAGE SYSTEM: BASIS OF DESIGN - CCW MIRADRAIN HC.

D. INSTALLATION:

1. PROVIDE CLEAN, DUST-FREE, AND DRY SUBSTRATES FOR WATERPROOFING APPLICATION.

2. REMOVE FINS, RIDGES, MORTAR, AND OTHER PROJECTIONS AND FILL HONEYCOMB,

AGGREGATE POCKETS, HOLES, AND VOIDS.

3. PREPARE, FILL, PRIME, AND TREAT JOINTS AND CRACKS IN SUBSTRATES

4. BRIDGE AND COVER ISOLATION AND EXPANSION JOINTS WITH OVERLAPPING SHEET STRAPS.

INVERT AND LOOSELY LAY FIRST SHEET STRIP OVER CENTER OF JOINT. FIRMLY ADHERE

SECOND STRIP TO FIRST AND OVERLAP TO SUBSTRATE.

5. PREPARE, PRIME, AND TREAT INSIDE AND OUTSIDE CORNERS, TERMINATION, PROTRUSIONS, AND PENETRATIONS THROUGH WATERPROOFING ACCORDING TO ASTM D 6135.

6. APPLY PRIMER TO SUBSTRATES AT REQUIRED RATE, ALLOW TO DRY, AND INSTALL SELF-

ADHERING SHEETS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND ASTM D 6135

MAINTAINING UNIFORM MINIMUM 21/2" LAP WIDTHS AND END LAPS. OVERLAP AND SEAL

SEAMS AND STAGGER END LAPS.

7. REPAIR ANY TEARS AND VOIDS AND SLIT AND FLATTEN FISHMOUTHS AND BLISTERS. PATCH

WITH SHEETS EXTENDING 6" BEYOND REPAIRED AREAS IN ALL DIRECTIONS.

8. INSTALL PROTECTION COURSE OVER WATERPROOFING AND SECURE DRAINAGE PANELS

OVER PROTECTION COURSE WITHOUT PENETRATING WATERPROOFING. LAP EDGES AND

ENDS OF GEOTEXTILE.

9. PROTECT WATERPROOFING SYSTEM FROM DAMAGE DURING CONSTRUCTION.

074646 FIBER-CEMENT SIDING

A. SUBMITTALS:

1. PRODUCT DATA, INSTALLATION INSTRUCTIONS, TEST DATA, SAMPLE WARRANTY

2. COLOR AND FINISH SAMPLES

3. SAMPLE WARRANTY, INCLUDING SPECIAL WARRANTY, MFR AGREES TO REPAIR OR

REPLACE PRODUCTS THAT FAIL IN MATERIAL OR WORKMANSHIP WITHIN PERIOD OF 30

YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

B. QUALITY ASSURANCE: BUILD MOCKUP OF TYPICAL WALL AREA AS SHOWN ON DRAWINGS

C. PRODUCTS: SEE EXTERIOR MATERIAL LEGEND

1. FIBER CEMENT SIDING:

a. GENERAL: ASTM C1186, TYPE A, GRADE II, FIBER-CEMENT BOARD, NONCOMBUSTIBULE WHEN TESTED PER ASTM E136; WITH FLAME-SPREAD INDEX OF

25 OR LESS PER ASTM E84

b. LABELING: ACCORDING TO ASTM C1186 BY QUALIFIED TESTING AGENCY.

c. NOMINAL THICKNESS: NOT LESS THAN 5/16"

d. HORIZONTAL PLANK SIDING: BOARDS PLAIN EDGE STYLE PER EXTERIOR MATERIAL

LEGEND

• TEXTURE: PER EXTERIOR MATERIAL LEGEND

e. PANELS: 48" WIDE SHEETS

f. FACTORY PRIMING: MFR'S STANDARD ACRYLIC PRIMER

2. FIBER-CEMENT SOFFIT

a. GENERAL: ASTM C1186, TYPE A, GRADE II, FIBER-CEMENT BOARD, NONCOMBUSTIBULE WHEN TESTED PER ASTM E136; WITH FLAME-SPREAD INDEX OF

25 OR LESS PER ASTM E84

b. NOMINAL THICKNESS: NOT LESS THAN 5/16"

c. PATTERN: PER EXTERIOR MATERIAL LEGEND

• TEXTURE: PER EXTERIOR MATERIAL LEGEND

d. FACTORY PRIMING: MFR'S STANDARD ACRYLIC PRIMER

D. ACCESSORIES:

1. SIDING ACCESSORIES, GENERAL: PROVIDE STARTER STRIPS, EDGE TRIM, OUTSIDE AND

INSIDE CORNER CAPS, AND OTHER ITEMS AS RECOMMENDED BY SIDING MANUFACTURER

FOR BUILDING CONFIGURATION.

2. FLASHING: PROVIDE STAINLESS STEEL FLASHING COMPLYING WITH DIV 7.

a. FINISH FOR ALUMINUM FLASHING: FACTORY-PRIME COATING

3. FASTENERS:

a. FOR FASTENING TO WOOD, USE SIDING NAILS OF SUFFICIENT LENGTH TO

PENETRATE MIN. 1" INTO FRAMING.

b. FOR FASTENING TO METAL, USE RIBBED BUGLE-HEAD SCREWS OF SUFFICIENT

LENGTH TO PENETRATE MIN. 1/4" OR THREE SCREW-THREADS INTO SUBSTRATE.

c. FOR FASTENING FIBER CEMENT, USE HOT-DIP GALVANIZED FASTENERS.

4. INSECT SCREEN FOR SOFFIT VENTS: ALUMINUM 18X16 MESH.

5. CONT. SOFFIT VENTS: ALUM, HAT CHANNEL SHAPE

a. NET-FREE AREA: 8 SQ.IN./LF

b. FINISH: MATCH ADJACENT CONSTRUCTION

E. INSTALLATION:

1. GENERAL: COMPLY WITH MFR'S WRITTEN INSTALLATION INSTRUCTIONS APPLICABLE TO

PRODUCTS AND APPLICATIONS INDICATED UNLESS MORE STRINGENT REQUIREMENTS

APPLY.

a. INSTALL FASTENERS NO MORE THAN 24"

b. INSTALL JOINT SEALANTS AS SPECIFIED IN DIVISION 7.

A R

O O

G T

O G

O M

H B

B R

C .1

1106801629M Polygon

1406023865N Cross-Out

U .S

. A

F O

R C

GE OGRAPH IAE S CIENT IAEQUE CONF

INIA P EN E T R

A M

U S

TIONAL GUARD

IVIL

ENGINEE

N G

SHEET ID

R E

D , S

A, K

E N

S Q

R O

N G

L O

, M O

+F A4

-D

-0

S8 K-

-R

-0

N B

A N

G S

R O

G R

O U

N D

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

Pr oj ec t N o.

D at e:

Is su ed F or

7-11-24

A11.11

PROJECT

SPECIFICATIONS

N B

D G

B-

079200 JOINT SEALANTS

A. SUBMITTALS: PRODUCT DATA, COLOR SAMPLES, AND SCHEDULE OF LOCATIONS FOR EACH

TYPE OF SEALANT SUBMITTED.

B. SEALANT COLORS/MOCKUP: MULTIPLE SEALANT COLORS WILL BE REQUIRED TO COORDINATE

WITH COLORS OF MATERIALS BEING SEALED, SHALL BE SELECTED FROM MANUFACTURER'S

FULL RANGE OF AVAILABLE COLORS, INCLUDING PREMIUM COLORS, AND SHALL BE VERIFIED

FROM A 12" LONG FIELD APPLIED SAMPLE OF EACH COLOR PRIOR TO COMPLETE INSTALLATION.

C. ENVIRONMENTAL LIMITATIONS: DO NOT PROCEED WITH INSTALLATION OF JOINT SEALANTS

WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE LIMITS PERMITTED

BY JOINT SEALANT MANUFACTURER OR ARE BELOW 40 deg F (4.4 deg C).

D. COMPATIBILITY: PROVIDE JOINT SEALANTS, JOINT FILLERS, AND OTHER RELATED MATERIALS

THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE

AND APPLICATION CONDITIONS.

E. JOINT SEALANTS:

1. BUILDING EXPANSION JOINTS: SINGLE COMPONENT, NEUTRAL-CURING SILICONE SEALANT,

ASTM C 920, TYPE S; GRADE NS; CLASS 25; USES T, M, AND O, WITH THE ADDITIONAL

CAPABILITY TO WITHSTAND 50% MOVEMENT IN BOTH EXTENSION AND COMPRESSION FOR

A TOTAL OF 100% MOVEMENT.

2. EXTERIOR TRAFFIC BEARING JOINTS WHERE SLOPE PRECLUDES POURABLE SEALANT:

SINGLE COMPONENT, NONSAG URETHANE SEALANT, ASTM C920, TYPE S; GRADE NS;

CLASS 25; USES T, NT, M, G, A, AND O.

3. EXTERIOR TRAFFIC BEARING JOINTS WHERE…

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

File details come from the government source that posted it. Updated Jun 29, 2026.