24-1101 Bldg 112 100 Final Drawings.pdf

SMITH

FT.

TEXARKANA

STATE OF ARKANSAS

I-30

LITTLE ROCK

I-40

MEMPHIS

LITTLE ROCK

AFB

I-40

BASE PLAN

NORTH

BLDG. 1502

FRONT GATE

AIRFIELD OPERATIONS

BLDG. 120

ROUTE

HAUL

BLDG. 1090

BASE CLINIC

PROJECT LOCATION

BLDG. 112

BLDG. 239

FIRE STATION

ARCHITECTS

SCM

PLLC

No.C-87

ARKANSAS

R

EG

IS

TERED ARCHITEC

T c 2024

S C M A R C H I T E C T S P. L. L. C.

I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN

PREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY

THAT, TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND

SPECIFICATIONS ARE AS REQUIRED BY LAW AND IN COMPLIANCE WITH

THE ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS

BUILDING 112 SOFFIT REPAIR

AND REPLACEMENT

ARKANSAS AIR NATIONAL GUARD

LITTLE ROCK AIR FORCE BASE, ARKANSAS

T1.01

NOVEMBER 1, 2024

189th AIRLIFT WING

GENERAL

T1.01 COVER SHEET

ARCHITECTURAL

A0.01 DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN

A0.02 DEMOLITION ROOF PLAN AND EXTERIOR ELEVATIONS

A1.01 FLOOR PLAN AND REFLECTED CEILING PLAN

A1.02 ROOF PLAN AND EXTERIOR ELEVATIONS

A2.01 SOFFIT DETAILS

INDEX OF DRAWINGS

D02 D02 D02 D02

D02 D02

NO WORK AT INTERIOR

OF BUILDING TYPICAL

D03 D03 D03 D03

D03 D03

D04 D04 D04

D04 D04

D05

D05

D05

D05

D03

29' - 0" +/- VIF 29' - 0" +/- VIF 2' - 0" 30' - 0" +/- VIF 2' - 0" 29' - 0" +/- VIF

80' - 0" +/- VIF 61' - 0" +/- VIF

T Y

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5B

A2.01

5B

A2.01

5B

A2.01

SIM

5B

A2.01

SIM

5B

A2.01

SIM

5B

A2.01

SIM

NO WORK AT INTERIOR

OF BUILDING TYPICAL

DS DS DS DS DS DS

DS DS DS DS

D05

D05

D05 D05

GENERAL DEMOLITION NOTES

1. GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF

WITH THE EXISTING BUILDING AND VERIFY ALL

EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCEMENT OF WORK.

2. ALL 'EXISTING' INFORMATION ON THE CONTRACT

DOCUMENTS HAS BEEN OBTAINED FROM PREVIOUS

SETS OF DRAWINGS, OR FROM CASUAL FIELD

INVESTIGATION, AND SUCH 'EXISTING' INFORMATION

SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

3. THE CONTRACTOR SHALL COORDINATE THE

SCHEDULING OF ALL DEMOLITION ACTIVITIES WITH

THE OWNER.

4. OBTAIN ALL REQUIRED PERMITS FROM THE PROPER

AUTHORITIES.

5. NOTIFY AFFECTED UTILITY COMPANIES BEFORE

STARTING WORK AND COMPLY WITH THEIR

REQUIREMENTS.

6. CONFORM TO APPLICABLE CODE FOR DEMOLITION

WORK, SAFETY OF STRUCTURE, DUST CONTROLS,

AND ITEMS STORED WITHIN THE SPACE.

7. PROTECT EXISTING MATERIALS AND SURFACES,

FIXTURES, EQUIPMENT AND OTHER ITEMS WHICH

ARE NOT TO BE REMOVED.

8. CONDUCT DEMOLITION TO MINIMIZE DAMAGE TO

ADJACENT BUILDING FABRIC. REPAIR OR REPLACE

ITEMS DAMAGED DURING CONSTRUCTION.

9. IF THE CONTRACTOR IS REQUIRED TO CUT, MOVE,

OR REMOVE ITEMS AS NECESSARY FOR ACCESS TO

ALTERATIONS AND RENOVATION WORK, THE

CONTRACTOR SHALL REPLACE AND RESTORE THESE

ITEMS TO MATCH THEIR EXISTING CONDITION AT

COMPLETION OF THE WORK, WHETHER SPECIFIED IN

THE CONSTRUCTION DOCUMENTS OR NOT.

10. WHERE NEW WORK ABUTS OR ALIGNS WITH

EXISTING, PERFORM A SMOOTH AND EVEN

TRANSITION. PATCH WORK AND USE MATERIALS

THAT MATCH EXISTING ADJACENT WORK IN TEXTURE

AND APPEARANCE.

11. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE

APPEARS TO BE IN DANGER. NOTIFY OWNER. DO NOT

RESUME OPERATIONS UNTIL DIRECTED.

12. REMOVE TEMPORARY WORK THAT IS NOT TO

REMAIN.

13. COORDINATE EXTENTS OF DEMOLITION WITH NEW

CONSTRUCTION WORK.

A B C D E F G

PROJECT NO.

DATE:

S C M A R C H I T E C T S P. L. L. C.

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24058

A0.01

NOVEMBER 1, 2024

DEMOLITION FLOOR

PLAN AND

REFLECTED

CEILING PLAN

9t h A

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3/32" = 1'-0" 2F

DEMOLITION REFLECTED CEILING PLAN

3/32" = 1'-0" 5F

DEMOLITION FLOOR PLAN

2'

SCALE AT FULL SIZE: 3/32" = 1'-0"

1'0 4' 8' 16' 32'

NORTH

DEMOLITION KEYNOTES

D01 REMOVE EXISTING SHEATHING BOARD AND ALL EIFS

SYSTEM COMPONENTS AT FULL LENGTH OF SOFFIT.

REMOVE ALL EXISTING BUILDING SIGNAGE IN AREA OF

WORK AND STORE FOR REINSTALLATION WHEN NEW

WORK IS COMPLETE.

D02 REMOVE EXISTING PERFORATED METAL SOFFIT PANELS

AND TRIM AT FULL LENGTH OF SOFFIT. REMOVE ALL

EXISTING OWNER PROVIDED EQUIPMENT AT SOFFIT AND

STORE FOR REINSTALLATION WHEN NEW WORK IS

COMPLETE. USE CAUTION TO AVOID DAMAGE TO EXISTING

BUILDING MATERIALS TO REMAIN.

D03 REMOVE EXISTING SOFFIT MOUNTED RECESSED CAN

LIGHT FIXTURES TYPICAL. PROTECT EXISTING WIRING FOR

REUSE AT NEW FIXTURES.

D04 REMOVE EXISTING PREFINISHED METAL GUTTERS AT FULL

LENGTH OF SOFFIT. USE CAUTION TO AVOID DAMAGE TO

EXISTING METAL ROOFING TO REMAIN. REMOVE ALL

HORIZONTAL WOOD BLOCKING BELOW EXISTING

GUTTERS. PREP AREA FOR INSTALLATION OF NEW WOOD

BLOCKING.

D05 REMOVE EXISTING PREFINISHED METAL DOWNSPOUTS

(ROUTED THRU SOFFIT FRAMING), TYPICAL. USE CAUTION

TO AVOID DAMAGE TO EXISTING METAL STUD SOFFIT

FRAMING TO REMAIN.

D06 REMOVE EXISTING HORIZONTAL METAL STUD BOTTOM

TRACK AT ENTIRE LENGTH OF SOFFIT. USE CAUTION TO

AVOID DAMAGE TO METAL STUD SOFFIT FRAMING TO

REMAIN.

D07 AFTER EXISTING SHEATHING AND EIFS SYSTEM HAVE

BEEN REMOVED, INSPECT SOFFIT FRAMING FOR AREAS

DAMAGED BY WATER INFILTRATION FROM GUTTERS.

REMOVE ALL DAMAGED METAL STUD SOFFIT FRAMING AND

PREP AREA FOR INSTALLATION OF NEW FRAMING. USE

CAUTION TO AVOID DAMAGE TO METAL STUD SOFFIT

FRAMING TO REMAIN. FOR BIDDING PURPOSES,

CONTRACTOR SHALL INCLUDE IN THE BID PRICE THE

REMOVAL OF 150 LINEAL FEET OF METAL STUD SOFFIT

FRAMING.

D08 AFTER EXISTING SHEATHING AND EIFS SYSTEM HAVE

BEEN REMOVED, CLEAN AND REPAIR ALL MASONRY IN

AREA WHERE EIFS MEETS BRICK PILASTERS. REFER TO

EXISTING PHOTO 1A/A0.02, TYPICAL.

D01 D01

D04 D04

D05 D05

D06D07 5B

A2.01

SIM

D08

D08 D08

D08

D01 D01

D04 D04

D05 D05

D06D07 5B

A2.01 TYP.

D08 D08

D04 D04

D04 D04

AFTER EXISTING

SHEATHING AND EIFS

SYSTEM HAVE BEEN

REMOVED, CLEAN AND

REPAIR ALL DAMAGED

OR DISCOLORED

MASONRY AND GROUT

AT BRICK PILASTERS

A B C D E F G

PROJECT NO.

DATE:

S C M A R C H I T E C T S P. L. L. C.

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24058

A0.02

NOVEMBER 1, 2024

DEMOLITION ROOF

PLAN AND

EXTERIOR

ELEVATIONS

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3/32" = 1'-0" 1F

DEMOLITION SOUTH ELEVATION

3/32" = 1'-0" 3F

DEMOLITION NORTH ELEVATION

3/32" = 1'-0" 5F

DEMOLITION ROOF PLAN

2'

SCALE AT FULL SIZE: 3/32" = 1'-0"

1'0 4' 8' 16' 32'

NORTH

DEMOLITION KEYNOTES

D01 REMOVE EXISTING SHEATHING BOARD AND ALL EIFS

SYSTEM COMPONENTS AT FULL LENGTH OF SOFFIT.

REMOVE ALL EXISTING BUILDING SIGNAGE IN AREA OF

WORK AND STORE FOR REINSTALLATION WHEN NEW

WORK IS COMPLETE.

D02 REMOVE EXISTING PERFORATED METAL SOFFIT PANELS

AND TRIM AT FULL LENGTH OF SOFFIT. REMOVE ALL

EXISTING OWNER PROVIDED EQUIPMENT AT SOFFIT AND

STORE FOR REINSTALLATION WHEN NEW WORK IS

COMPLETE. USE CAUTION TO AVOID DAMAGE TO EXISTING

BUILDING MATERIALS TO REMAIN.

D03 REMOVE EXISTING SOFFIT MOUNTED RECESSED CAN

LIGHT FIXTURES TYPICAL. PROTECT EXISTING WIRING FOR

REUSE AT NEW FIXTURES.

D04 REMOVE EXISTING PREFINISHED METAL GUTTERS AT FULL

LENGTH OF SOFFIT. USE CAUTION TO AVOID DAMAGE TO

EXISTING METAL ROOFING TO REMAIN. REMOVE ALL

HORIZONTAL WOOD BLOCKING BELOW EXISTING

GUTTERS. PREP AREA FOR INSTALLATION OF NEW WOOD

BLOCKING.

D05 REMOVE EXISTING PREFINISHED METAL DOWNSPOUTS

(ROUTED THRU SOFFIT FRAMING), TYPICAL. USE CAUTION

TO AVOID DAMAGE TO EXISTING METAL STUD SOFFIT

FRAMING TO REMAIN.

D06 REMOVE EXISTING HORIZONTAL METAL STUD BOTTOM

TRACK AT ENTIRE LENGTH OF SOFFIT. USE CAUTION TO

AVOID DAMAGE TO METAL STUD SOFFIT FRAMING TO

REMAIN.

D07 AFTER EXISTING SHEATHING AND EIFS SYSTEM HAVE

BEEN REMOVED, INSPECT SOFFIT FRAMING FOR AREAS

DAMAGED BY WATER INFILTRATION FROM GUTTERS.

REMOVE ALL DAMAGED METAL STUD SOFFIT FRAMING AND

PREP AREA FOR INSTALLATION OF NEW FRAMING. USE

CAUTION TO AVOID DAMAGE TO METAL STUD SOFFIT

FRAMING TO REMAIN. FOR BIDDING PURPOSES,

CONTRACTOR SHALL INCLUDE IN THE BID PRICE THE

REMOVAL OF 150 LINEAL FEET OF METAL STUD SOFFIT

FRAMING.

D08 AFTER EXISTING SHEATHING AND EIFS SYSTEM HAVE

BEEN REMOVED, CLEAN AND REPAIR ALL MASONRY IN

AREA WHERE EIFS MEETS BRICK PILASTERS. REFER TO

EXISTING PHOTO 1A/A0.02, TYPICAL.

1/4" = 1'-0" 1A

EIFS AT BRICK PILASTER

29' - 0" +/- VIF 29' - 0" +/- VIF 2' - 0" 30' - 0" +/- VIF 2' - 0" 29' - 0" +/- VIF

80' - 0" +/- VIF 2' - 0" 61' - 0" +/- VIF

5F

A2.01

5F

A2.01

5F

A2.01

SIM

5F

A2.01

SIM

5F

A2.01

SIM

5F

A2.01

SIM

DS DS DS DS DS DS

DS DS DS DS

NO WORK AT INTERIOR

OF BUILDING TYPICAL

A05

A05

A05

A05

T Y

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1'

T Y

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1'

NO WORK AT INTERIOR

OF BUILDING TYPICAL

A05

A05

A02 A04 A03 A02 A03 A04 A02 A03 A04 A02 A03

A05

A05

A03 A02 A04 A04 A02 A03

A03

1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION

TO COORDINATE THE NEW WORK WITH EXISTING BUILDING

COMPONENTS, UTILITIES, AND SITE ITEMS TO REMAIN.

2. CONTRACTOR TO COORDINATE STORAGE AND STAGING AREAS

WITH OWNER'S REPRESENTATIVE TO AVOID INTERFERENCE WITH

OWNER'S USE OF EXISTING BUILDINGS, PARKING AREAS, AND

GROUNDS.

3. PROVIDE SECURITY, BARRIERS AND FACILITIES TO PROTECT

WORK AND STORED MATERIAL FROM UNAUTHORIZED ENTRY,

VANDALISM OR THEFT.

4. CONDITION AND USE OF THE JOB SITE SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. JOB SITE SHALL

BE MAINTAINED IN A CLEAN AND ORDERLY FASHION. DEBRIS AND

TRASH FOR ALL TRADES AND SUBCONTRACTORS UNDER

GENERAL CONTRACTOR CONTROL AND FOR THOSE UNDER

DIRECT CONTRACT WITH THE OWNER SHALL BE REMOVED DAILY.

5. GENERAL CONTRACTOR SHALL COORDINATE DELIVERIES,

INSPECTIONS, AND SITE VISITS FOR ALL TRADES AND

SUBCONTRACTORS AS REQUIRED.

6. THE CONTRACTOR IS REQUIRED TO PROTECT ALL SITE ITEMS IN

THE AREAS ADJACENT TO THE PROJECT CONSTRUCTION WORK

AS NECESSARY TO PREVENT DAMAGE. CONTRACTOR TO BE

RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ITEMS

DAMAGED DURING CONSTRUCTION.

7. FINAL CLEANING AT SUBSTANTIAL COMPLETION SHALL INCLUDE

BUT NOT TO BE LIMITED TO CLEANING OF ALL SURFACES

AFFECTED BY THE WORK OF THE CONTRACT AND REMOVAL OF

ANY SPOTS, STAINS, SPILLS, ETC. ON ANY SURFACES CAUSED BY

CONSTRUCTION ACTIVITIES AND INCURRED DURING THE

CONSTRUCTION PERIOD.

8. ALL PRODUCTS USED ON THIS PROJECT THAT ARE USED IN

CONJUNCTION WITH EACH OTHER OR ADJACENT TO EACH OTHER

ARE REQUIRED TO BE COMPATIBLE.

9. OWNER RETAINS THE RIGHT TO LET OTHER CONTRACTS IN

CONNECTION WITH THE PROJECT WORK. GENERAL CONTRACTOR

SHALL PROPERLY COOPERATE, COORDINATE AND INTERFACE

CONSTRUCTION SCHEDULE WITH ANY SUCH

CONTRACTORS/VENDORS, ETC.

10. CONTRACTOR IS RESPONSIBLE FOR SEALING AND

PROTECTING ALL PENETRATIONS THROUGH PARTITIONS,

FLOORS, CEILINGS, AND ROOF ELEMENTS BOTH NEW AND

EXISTING IN ACCORDANCE WITH ALL APPLICABLE CODES AND

ORDINANCES TO THE SATISFACTION OF THE BUILDING OFFICIAL.

GENERAL CONTRACT REQUIREMENTS

AFFECTING ALL TRADES

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH

OF THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS TO ENSURE

COORDINATION OF ALL WORK AFFECTING EACH TRADE.

3/32" = 1'-0" 5F

FLOOR PLAN

2'

SCALE AT FULL SIZE: 3/32" = 1'-0"

1'0 4' 8' 16' 32'

A B C D E F G

PROJECT NO.

DATE:

S C M A R C H I T E C T S P. L. L. C.

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24058

A1.01

NOVEMBER 1, 2024

FLOOR PLAN AND

REFLECTED

CEILING PLAN

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3/32" = 1'-0" 2F

REFLECTED CEILING PLAN

NORTH

KEYNOTES

A01 INSTALL NEW SHEATHING BOARD AND EIFS SYSTEM AT

FULL LENGTH OF SOFFIT. EIFS COLOR AND FINISH TO

MATCH EXISTING. PROVIDE 3/4" VERTICAL EXPANSION

JOINT AND 'V' GROOVE CONTROL JOINTS IN EIFS AS

NOTED ON ELEVATIONS. REINSTALL EXISTING BUILDING

SIGNAGE AT SAME LOCATION ON NEW SOFFIT FINISH.

A02 INSTALL NEW PERFORATED METAL SOFFIT PANELS AND

TRIM AT FULL LENGTH OF SOFFIT. COLOR TO MATCH

EXISTING. REINSTALL ALL EXISTING OWNER PROVIDED

EQUIPMENT AT SAME LOCATION.

A03 INSTALL NEW SOFFIT MOUNTED RECESSED CAN LED

LIGHT FIXTURES IN SAME LOCATION AS EXISTING. VERIFY

EXISTING CONDITIONS IN FIELD ARE COMPATIBLE WITH

NEW LIGHTING AND REUSE EXISTING WIRING AT NEW

FIXTURES. LIGHT FIXTURES TO BE LITHONIA LIGHTING 6"

DOWNLIGHT, LBR6 NCH ALO2 SWW1 AR LSS WD MVOLT

UGZ WL (VERIFY FINAL COLOR SELECTION FOR

REFLECTOR/TRIM WITH OWNER).

A04 INSTALL NEW PREFINISHED METAL GUTTERS, METAL DRIP

FLASHING AND HIGH TEMP. SELF-ADHERING

UNDERLAYMENT BEHIND AND BELOW GUTTERS, AT FULL

LENGTH OF SOFFIT. COLOR OF GUTTER AND FLASHING TO

MATCH EXISTING. INSTALL NEW LIQUID FLASHING AT ALL

GUTTER JOINTS INSIDE GUTTER TO 6" ON EITHER SIDE OF

JOINT. INSTALL NEW HORIZ. WOOD BLOCKING BELOW

NEW GUTTERS.

A05 INSTALL NEW PREFINISHED METAL DOWNSPOUTS TO

MATCH EXISTING COLOR, SIZE AND SHAPE. ROUTE THRU

SOFFIT FRAMING AND DOWN BRICK VENEER AT SAME

LOCATION AS EXISTING DOWNSPOUTS.

A06 INSTALL NEW HORIZONTAL METAL STUD BOTTOM TRACK

AT ENTIRE LENGTH OF SOFFIT IN SAME LOCATION AS

EXISTING.

A07 INSTALL NEW METAL STUD SOFFIT FRAMING AS

REQUIRED WHERE DAMAGED FRAMING WAS REMOVED.

FOR BIDDING PURPOSES, CONTRACTOR SHALL INCLUDE

IN THE BID PRICE THE INSTALLATION OF 150 LINEAL FEET

OF METAL STUD SOFFIT FRAMING.

A08 INSTALL PREFINISHED METAL DIVERTER AT INSIDE

CORNER OF ROOF TRANSITION. COLOR TO MATCH

EXISTING METAL ROOFING.

A08A08A04 A04

A04 A04

C J

C J

C J

C J

E J

C J

C J

C J

C J

C J

C J

A04

A01

A05

A04

A01

A05

A07 A06

A08A08

5F

A2.01 SIM

E J

E J

E J

E J

C J

C J

C J

C J

E J

C J

C J

C J

C J

C J

5F

A2.01

TYP

A04

A01

A05

A07 A06

A04

A01

A05E J

E J

A B C D E F G

PROJECT NO.

DATE:

S C M A R C H I T E C T S P. L. L. C.

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24058

A1.02

NOVEMBER 1, 2024

ROOF PLAN AND

EXTERIOR

ELEVATIONS

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3/32" = 1'-0" 5F

ROOF PLAN

3/32" = 1'-0" 1F

SOUTH ELEVATION

3/32" = 1'-0" 3F

NORTH ELEVATION

2'

SCALE AT FULL SIZE: 3/32" = 1'-0"

1'0 4' 8' 16' 32'

NORTH

KEYNOTES

A01 INSTALL NEW SHEATHING BOARD AND EIFS SYSTEM AT

FULL LENGTH OF SOFFIT. EIFS COLOR AND FINISH TO

MATCH EXISTING. PROVIDE 3/4" VERTICAL EXPANSION

JOINT AND 'V' GROOVE CONTROL JOINTS IN EIFS AS

NOTED ON ELEVATIONS. REINSTALL EXISTING BUILDING

SIGNAGE AT SAME LOCATION ON NEW SOFFIT FINISH.

A02 INSTALL NEW PERFORATED METAL SOFFIT PANELS AND

TRIM AT FULL LENGTH OF SOFFIT. COLOR TO MATCH

EXISTING. REINSTALL ALL EXISTING OWNER PROVIDED

EQUIPMENT AT SAME LOCATION.

A03 INSTALL NEW SOFFIT MOUNTED RECESSED CAN LED

LIGHT FIXTURES IN SAME LOCATION AS EXISTING. VERIFY

EXISTING CONDITIONS IN FIELD ARE COMPATIBLE WITH

NEW LIGHTING AND REUSE EXISTING WIRING AT NEW

FIXTURES. LIGHT FIXTURES TO BE LITHONIA LIGHTING 6"

DOWNLIGHT, LBR6 NCH ALO2 SWW1 AR LSS WD MVOLT

UGZ WL (VERIFY FINAL COLOR SELECTION FOR

REFLECTOR/TRIM WITH OWNER).

A04 INSTALL NEW PREFINISHED METAL GUTTERS, METAL DRIP

FLASHING AND HIGH TEMP. SELF-ADHERING

UNDERLAYMENT BEHIND AND BELOW GUTTERS, AT FULL

LENGTH OF SOFFIT. COLOR OF GUTTER AND FLASHING TO

MATCH EXISTING. INSTALL NEW LIQUID FLASHING AT ALL

GUTTER JOINTS INSIDE GUTTER TO 6" ON EITHER SIDE OF

JOINT. INSTALL NEW HORIZ. WOOD BLOCKING BELOW

NEW GUTTERS.

A05 INSTALL NEW PREFINISHED METAL DOWNSPOUTS TO

MATCH EXISTING COLOR, SIZE AND SHAPE. ROUTE THRU

SOFFIT FRAMING AND DOWN BRICK VENEER AT SAME

LOCATION AS EXISTING DOWNSPOUTS.

A06 INSTALL NEW HORIZONTAL METAL STUD BOTTOM TRACK

AT ENTIRE LENGTH OF SOFFIT IN SAME LOCATION AS

EXISTING.

A07 INSTALL NEW METAL STUD SOFFIT FRAMING AS

REQUIRED WHERE DAMAGED FRAMING WAS REMOVED.

FOR BIDDING PURPOSES, CONTRACTOR SHALL INCLUDE

IN THE BID PRICE THE INSTALLATION OF 150 LINEAL FEET

OF METAL STUD SOFFIT FRAMING.

A08 INSTALL PREFINISHED METAL DIVERTER AT INSIDE

CORNER OF ROOF TRANSITION. COLOR TO MATCH

EXISTING METAL ROOFING.

BOTTOM OF EIFS

AT SOFFIT

BOTTOM OF GUTTER

ELEV. 7' - 4" AFF

A2.01 2F

EXISTING STANDING SEAM

METAL ROOFING

PREFIN. METAL

GUTTER TO MATCH

EXISTING (REFER TO

KEYNOTE A04)

1" EIFS ON 1/2"

SHEATHING BOARD

(REFER TO KEYNOTE A01)

3 5/8" 20 GAUGE METAL

FRAMING AT 24" O.C. -

REPLACE ONLY WHERE

EXISTING IS DAMAGED

(REFER TO KEYNOTE

A07)

M A

T C

H E

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IS

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IN

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2'

V

IF

8" V

IF

3 5/8" 20 GAUGE METAL

STUD BOTTOM TRACK

(REFER TO KEYNOTE

A06)

FULLY VENTED METAL

SOFFIT ON EXISTING HAT

CHANNEL FRAMING (REFER

TO KEYNOTE A02)

RECESSED CAN LIGHT

FIXTURE (REFER TO

KEYNOTE A03)

EXISTING BRICK

VENEER

EXISTING METAL

STUD WALL

EXISTING METAL

FLASHING

EXISTING METAL

STUD SOFFIT

FRAMING

(MATCH EXISTING)

1' - 10" VIF

A2.01

1B

BOTTOM OF EXISTING

EIFS AT SOFFIT

BOTTOM OF

EXISTING GUTTER

V

IF

2'

V

IF8"

TOP OF EXISTING

GUTTER

4" VIF 1' - 8" VIF

ELEV. 7' - 4" AFF

EXISTING STANDING SEAM

METAL ROOFING

REMOVE EXISTING

PREFIN. METAL

GUTTERS (REFER TO

KEYNOTE D04)

REMOVE EXISTING

SHEATHING BOARD

AND ALL EIFS

COMPONENTS (REFER

TO KEYNOTE D01)

REMOVE ALL DAMAGED

METAL STUD SOFFIT

FRAMING (REFER TO

KEYNOTE D07)

REMOVE EXISTING

METAL STUD BOTTOM

TRACK (REFER TO

KEYNOTE D06)

REMOVE EXISTING

PERFORATED METAL

SOFFIT PANELS (REFER TO

KEYNOTE D02)

REMOVE EXISTING

RECESSED CAN LIGHT

FIXTURES (REFER TO

KEYNOTE D03)

EXISTING BRICK

VENEER

EXISTING METAL

STUD WALL

EXISTING METAL

FLASHING

EXISTING METAL

STUD SOFFIT

FRAMING

REMOVE HORIZ. WOOD

BLOCKING BELOW

GUTTERS (REFER TO

KEYNOTE D04)

EXISTING TREATED 2X

WOOD BLOCKING

1' - 10" VIF

GUTTER STRAP

AT 32" O.C.

EXISTING STANDING SEAM

METAL ROOFING, REMOVE

PANEL AND REINSTALL IF

REQUIRED FOR NEW GUTTER

INSTALLATION

PREFIN. METAL

GUTTER TO MATCH

EXISTING - REFER

TO 2G/A2.01 FOR

LIQUID FLASHING

SYSTEM INSIDE

GUTTER

V

IF

1/

4"

V

IF

1/

2"

V

IF

1/

4"

VIF

6"

8" V

IF

EXISTING TREATED 2X

WOOD BLOCKING

1/2" SHEATHING

BOARD WITH AIR/WATER-

RESISTIVE COATING

(BY EIFS MANUF.)

1" INSULATION BOARD

2"

PREFIN. METAL

DRIP FLASHING,

EXTEND 3"

VERTICAL BEHIND

GUTTER

HIGH TEMP.SELF-ADHERING

UNDERLAYMENT BEHIND

AND BELOW GUTTER, FULL

LENGTH, LAP OVER TOP OF

VERTICAL 2X BLOCKING

TREATED 2X BLOCKING

3 5/8" 20 GAUGE METAL

FRAMING AT 24" O.C. -

REPLACE ONLY WHERE

EXISTING IS DAMAGED

3"

EIFS BASE COAT AND

FINISH

TUCK GUTTER PROFILE

BACK UNDER METAL

ROOFING PANEL

GUTTER JOINT

INSTALL LIQUID FLASHING

SYSTEM AT INSIDE SURFACES

OF GUTTER (TO 6" ON EACH

SIDE OF GUTTER JOINTS)

EQUAL TO SIPLAST

PARAPRO 123 FLASHING

SYSTEM W/ FLEECE BACKING

6" TYP.

6" TYP.

1/2" SHEATHING BOARD

WITH AIR/WATER-RESISTIVE

BARRIER COATING (BY EIFS

MANUF.)

1" INSULATION BOARD

3 5/8" 20 GAUGE METAL

METAL STUD BOTTOM

TRACK

FULLY VENTED METAL

SOFFIT AND TRIM ON

EXISTING METAL HAT

CHANNEL FRAMING

WOOD BLOCKING, CONT.,

W/ AIR/WATER-RESISTIVE

BARRIER COATING (BY

EIFS MANUF.)

EIFS DRAINAGE

STRIP

EIFS BASE COAT

AND FINISH

A B C D E F G

PROJECT NO.

DATE:

S C M A R C H I T E C T S P. L. L. C.

REVISIONS:

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1:

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24058

A2.01

NOVEMBER 1, 2024

SOFFIT DETAILS

9t h A

IR

LI

F T

W

IN

G

6"

SCALE AT FULL SIZE: 1 1/2" = 1'-0"

0 1'

1 1/2" = 1'-0" 5F

SOFFIT DETAIL AT BRICK

1 1/2" = 1'-0"

5B

DEMOLITION SOFFIT DETAIL AT BRICK

3" = 1'-0" 2F

ENLARGED GUTTER DETAIL

3" = 1'-0" 2G

LIQUID FLASHING DETAIL

3" = 1'-0" 1B

ENLARGED SOFFIT DETAIL