2026-0827_Renovation_for_Orange_Beach_Medical_Center_South_-_Drawings.pdf

PDF 14 MB Posted Jul 30, 2026

Attached to: Renovation for Orange Beach Medical Center South
Solicitation number: 2026-0827
Issued by: Baldwin County, Oneonta City, Alabama

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Written by GovTribe AI · Jul 31, 2026

Renovation for Orange Beach Medical Center South - Architectural Drawings

This is a comprehensive set of architectural drawings and specifications for the renovation of the City of Orange Beach's former Finance Building located at 4151 Orange Beach Boulevard, Orange Beach, Alabama 36561, to be converted into Medical Center South. The project involves extensive renovations including interior layout reconfiguration with 45 rooms and spaces such as exam rooms, labs, restrooms, administrative offices, and support facilities. The scope encompasses architectural modifications with new wall framing, structural work, plumbing system installation, HVAC system design, and electrical systems, with all work to comply with 2017 ICC A117.1 accessibility standards and ADA requirements. The design includes exterior modifications with new Hardie board and batten siding, standing seam metal roofing, new windows and doors, and landscape improvements. The project is designed by McCullough Architecture, Inc. with structural engineering by Bethel Engineering, mechanical and plumbing systems by GSE Consulting Engineers, and electrical design by H.M. Yonge and Associates. Construction documents are dated July 7, 2026, with detailed floor plans, elevations, sections, and specifications for all building systems and finishes.

The bid specifications require a firm, net, delivered pricing that includes all labor and materials necessary to complete the project, with the City of Orange Beach qualifying as tax-exempt. The contractor must secure and pay for all necessary permits and inspections, field-verify all existing dimensions and site conditions before material purchase or construction commencement, and comply with OSHA requirements and all applicable building codes. Construction shall follow manufacturer specifications and industry standards, with the contractor responsible for erosion control, site cleanup, and maintaining clean finished spaces. Deviations from drawings require written architect approval, and all conflicting or unclear specifications shall be interpreted as requiring the more expensive construction method unless prior written clarification is obtained from the architect. The project requires coordination between multiple trades, scheduling of work phases with the owner at least 14 days in advance, and utility coordination to avoid conflicts with existing underground infrastructure.

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File	Type	Posted
Renovation_for_Orange_Beach_Medical_Center_South_(Addendum_#1_Revision).pdf	PDF	Aug 14, 2026
2026-0827_Renovation_for_Orange_Beach_Medical_Center_South_-_Civil_Drawings.pdf	PDF	Aug 13, 2026
Renovation_for_Orange_Beach_Medical_Center_South.pdf	PDF	Jul 30, 2026
2026-0827_Renovation_for_Orange_Beach_Medical_Center_South_-_Advertisement_to_Bid.pdf	PDF	Jul 30, 2026
2026-0827_Renovation_for_Orange_Beach_Medical_Center_South_-_Bid_Packet,_Bid_Proposal_Form.pdf	PDF	Jul 30, 2026

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SHEET INDEX

CONTACT INFORMATION

ARCHITECT

McCOLLOUGH ARCHITECTURE, INC.

CONTACT: STED McCOLLOUGH

MAIN STREET, SUITE 201F

ORANGE BEACH, ALABAMA 36561

PHONE: 251-968-7222

MECHANICAL, PLUMBING, &

ELECTRICAL ENGINEERING

GSE CONSULTING ENGINEERS

600 AZALEA RD.

MOBILE, AL 36609

251-460-4646

T1.1 TITLE SHEET, SHEET INDEX & GENERAL NOTES

LS1.1 LIFE SAFETY PLAN - CODE DATA

GENERAL

GENERAL NOTES:

1. ALL PRODUCTS, MATERIALS, AND CONSTRUCTION SHALL BE

PROVIDED AND/OR INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURERS SPECIFICATIONS, GUIDELINES, AND/OR INDUSTRY

STANDARDS.

2. THE INTENT OF THESE DRAWINGS IS TO PROVIDE THE BUILDER WITH

GENERAL GUIDELINES FOR THE SOUND CONSTRUCTION OF THE

STRUCTURE INDICATED WITHIN. DEVIATIONS FROM THESE DRAWINGS

ARE THE BUILDERS RISK UNLESS APPROVED IN WRITING OR WITH

SUPPLEMENTAL DRAWINGS FROM THE ARCHITECT.

3. IT IS RECOMMENDED THAT THE SERVICES OF A REGISTERED LAND

SURVEYOR BE EMPLOYED FOR THE PROPER PLACEMENT OF THE

STRUCTURE IN RELATION TO PROPERTY LINES, SETBACK LINES,

EASEMENTS, ETC.

4. CONTRACTOR TO SECURE AND PAY FOR ALL NECESSARY FEES AND

PERMITS FOR CONSTRUCTION, ELECTRICAL, AND PLUMBING

INSPECTORS, FINISH FLOOR ELEVATIONS, ETC.

5. DO NOT SCALE DRAWINGS!!! DIMENSIONS OR LINEAR MEASUREMENTS

TAKE PRECEDENCE OVER NOTED DIMENSIONS.

6. DIMENSIONS INDICATED ON DRAWINGS ARE TO FACE OF STUDS (U.N.O.).

7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED

WITHIN THESE DOCUMENTS AND SHALL NOTIFY THE ARCHITECT OF

ANY VARIATION PRIOR TO THE PURCHASING OF ANY MATERIALS,

STARTING FABRICATION, OR BEGINNING CONSTRUCTION

8. PROVIDE TEMPORARY SETTLING BASINS, HAY BALES, AND OTHER

METHODS AS APPROPRIATE TO FILTER WATER AT ALL AREAS WHERE

STORM WATER LEAVES THE PROJECT. CLEAN UP ALL SOIL WHICH

FLOWS OFF SITE AT THE END OF THE DAY.

9. ALL EXISTING SITE CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR

BEFORE START OF CONSTRUCTION.

10. PROVIDE CHEMICAL BARRIER TO BUILDING FROM SUBTERRANEAN

TERMITE ATTACK.

11. NO QUALIFYING STATEMENTS OR EXCEPTIONS TO PLANS OR NOTES

TO BE ALLOWED.

12. ALL WORK RELATED DEBRIS SHALL BE REMOVED FROM THE SITE

REGULARLY AND PROPERLY.

13. THE CONTRACTOR SHALL LEAVE ALL AREAS AND FINISHED SPACES IN

A CLEAN AND ACCEPTABLE CONDITION AT THE PROJECT COMPLETION.

14. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY w/ OSHA

REQUIREMENTS.

15. ALL NEW CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING

CODES AND RESTRICTIVE ORDINANCES FOR CONSTRUCTION, ELECTRICAL,

PLUMBING, AND MECHANICAL.

16. SHOULD A CONFLICT, INCONSISTENCY, AMBIGUITY, OMISSION OR ERROR

OCCUR WITHIN OR BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS, A

BIDDER WILL BE DEEMED TO HAVE BASED THE BID ON THE MORE

EXPENSIVE WAY OF PROVIDING THE WORK INVOLVED. AN ITEM SHOWN

ANYWHERE IN THE BID DOCUMENTS, REGARDLESS OF DISCIPLINE AND

LOCATION IN THE DOCUMENTS, MUST BE CONSIDERED PART OF THE WORK

AND A REASONABLE AND PROFESSIONAL COST MUST BE INCLUDED IN THE

BID. THE SOLE EXCEPTION TO THIS PROVISION IS THAT A BIDDER, PRIOR

TO SUBMISSION OF HIS BID, HAS ASKED FOR AND OBTAINED A WRITTEN

DECISION OR CLARIFICATION FROM THE DESIGNER AS TO THE METHOD,

MATERIALS OR EQUIPMENT WHICH WILL BE REQUIRED TO PERFORM THE

WORK IN QUESTION.

17. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE

CONSTRUCTION DOCUMENTS, COMPARE REQUIREMENTS FOR EACH TRADE,

AND REFER ANY CONFLICTS TO ARCHITECT BEFORE BEGINNING

CONSTRUCTION.

18. IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, THE OBVIOUS CORRECT INTENT SHALL GOVERN. REFER

ALL OTHER UNCERTAINTIES TO THE ARCHITECT FOR RESOLUTION.

9'-0"

A5.1

SHEET NUMBER

ON OUTSIDE IF MULTIPLE

DETAIL NUMBER-NOTE NUMBER

A4.2

IDENTIFICATION

SECTION

LOCATION

SECTION

DOOR TYPE

INTERIOR ELEVATION

SECTION CUT

ELEVATION MARKER

LOCATION MARKER

SEA LEVEL

HEIGHT ABOVE MEAN

SHEET NUMBER

A DIRECTIONS W/ ONE TAG

VIEW DIRECTION

PLAN MARKER/TAG LEGEND

WINDOW TYPE

ARCHITECTURAL

D1.1 DEMOLITION FLOOR PLAN

D1.2 DEMOLITION ROOF PLAN

D3.1 DEMOLITION ELEVATIONS

D3.2 DEMOLITION ELEVATIONS

A1.0 NOTES, LEGENDS & ADA DETAILS

A1.1 ARCHITECTURAL FLOOR PLAN

A1.2 ARCHITECTURAL CEILING PLAN

A1.3 ARCHITECTURAL ROOF PLAN

A2.1 FINISH/DOOR SCHEDULES - DOOR/STOREFRONT TYPES

A2.2 DOOR & STOREFRONT DETAILS

A3.1 EXTERIOR ELEVATIONS

A3.2 EXTERIOR ELEVATIONS

A4.1 BUILDING SECTIONS

A4.2 SECTIONS

A5.1 ENLARGED PLANS - INTERIOR ELEVATIONS

A5.2 INTERIOR ELEVATIONS

A6.1 ARCHITECTURAL RENDERING

A107

2 STOREFRONT TYPE

WALL TYPE

LOUVER TYPE1

AN NEW RENOVATION

FOR

MEDICAL CENTER SOUTH

ORANGE BEACH, AL

PLUMBING, MECHANICAL & ELECTRICAL

P1.1 PLUMBING DEMOLITION PLAN

P2.1 WASTE PIPE NEW WORK FLOOR PLAN

P2.2 WATER PIPE NEW WORK FLOOR PLAN

P3.1 WASTER RISER DIAGRAM

P4.1 PLUMBING SCHEDULES, LEGEND & DETAILS

M1.1 HVAC DEMOLITION FLOOR PLAN

M2.1 HVAC NEW WORK FLOOR PLAN

M3.1 HVAC SCHEDULES, LEGEND & DETAILS

E1.1 ELECTRICAL LEGEND

ED1.1 ELECTRICAL DEMOLITION PLAN

E2.1 ELECTRICAL LIGHTING PLAN

E3.1 ELECTRICAL POWER PLAN

E4.1 ELECTRICAL SYSTEMS PLAN

E5.1 ELECTRICAL DETAILS

E5.2 ELECTRICAL DETAILS

E6.1 ELECTRICAL SCHEDULES

E7.1 ELECTRICAL SPECIFICATIONS

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

T1.1

GENERAL NOTES

TITLE SHEET, SHEET INDEX

2026.07.07

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STRUCTURAL ENGINEERING

BETHEL ENGINEERING

CONTACT: VINCE LACOSTE

3233 EXECUTIVE PARK CIRCLE

MOBILE, ALABAMA 36606

PHONE: 251-661-4747

STRUCTURAL

S0.0 STRUCTURAL NOTES

S1.0 FOUNDATION PLAN

S2.0 CEILING FRAMING PLAN

S3.0 ROOF FRAMING PLAN

S4.0 SECTIONS & DETAILS

S5.0 SECTIONS & DETAILS

S6.0 SECTIONS & DETAILS

S7.0 SECTIONS & DETAILS

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

LS1.1

CODE DATA

LIFE SAFETY PLAN

1/4" = 1'-0"

2026.07.07

SBM

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LIFE SAFETY PLAN

1/4" = 1'-0"

LEGEND

FEC

DISTANCE IN FEET

EXIT TRAVEL DISTANCE

47'

EXIT SIGN

EMERGENCY LIGHTS

FIRE EXTINGUISHER

DIRECTIONAL

EGRESS LIGHTS

EMER. EMERGENCY 2x4 LIGHT

EMER. EMERGENCY SUSPENDED LED

EMER. EMERGENCY CAN LIGHT

EMERGENCY WALL LIGHTEMER.

E X I T

PROVIDE EMERGENCY

LIGHTING PER ELEC.

DRAWINGS

BUILDING CODE SUMMARY

PROJECT DATA

-CONSTRUCTION TYPE:

-OCCUPANT LOAD

-OCCUPANCY

-EXIT TRAVEL DISTANCE

-FIRE RATED WALLS

-PROVIDED FIRE EXTINGUISHER

-STORIES/SQUARE FOOTAGE ALLOWED

-STORIES/SQUARE FOOTAGE ACTUAL

-REQUIRED/PROVIDED NUMBER OF EXITS

-PROVIDED TOILETS/LAVATORIES

VB, NON-SPRINKLERED

2/9,000 S.F.

2/3 <200'

1/5,645 S.F.

38 PEOPLE

NOTE

3/3

B = 5,645/150 = 37.63

-2024 INTERNATIONAL BUILDING CODE

-2024 INTERNATIONAL PLUMBING CODE

-2024 INTERNATIONAL MECHANICAL CODE

-2024 INTERNATIONAL FIRE CODE

-2024 INTERNATIONAL EXISTING BUILDING CODE

-2023 NATIONAL ELECTRIC CODE

NONE REQUIRED

E X I T

E X I T E X I T

E X I T

E X I T E X I T

103'

67'

FEC

STORAGE

101 XRAY

EXAM ROOM 5

EXAM ROOM 4

EXAM ROOM 3

EXAM ROOM 2

EXAM ROOM 1

HALL 1

IT ROOM

NURSING STATION

HALL 2

HALL 4 120

HALL 5

HALL 3

LAB

EXAM ROOM 6

STORAGE

RECEPTIONIST 114

LOBBY

MECHANICAL

RESTROOM

EXAM ROOM 13

EXAM ROOM 12

LAB

RESTROOM

BREAK ROOM

STORAGE

OFFICE 1

OFFICE 4

OFFICE 3

OFFICE 2

MECHANICAL

EXAM ROOM 11

EXAM ROOM 10

EXAM ROOM 9

EXAM ROOM 8

EXAM ROOM 7

CLEAN UTILITY

ROOM

BIOHAZARD

STORAGE

CHECKOUT / BILLING 1

CHECKOUT / BILLING 2

JANITOR

STORAGE

DRAFTSTOPPING WALLS

DRAFT STOP DETAIL

WOOD STUD

WALL TIGHT UP

TO ROOF

8" GYPSUM "TAPED"

5'h x 3'w 1/2" PLYWOOD

PANEL WITH SELF-CLOSING

COMMERCIAL DOOR HINGES

SEAL TIGHT TO

CEILING BELOW

SEAL TIGHT TO

ROOF ABOVE

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

THIS PROJECT INVOLVES THE COMPREHENSIVE RENOVATION OF AN EXISTING

COMMERCIAL BUILDING, FEATURING A NEW CONSTRUCTION EXPANSION AND

THE COMPLETE DEMOLITION OF THE EXISTING DRIVE-THRU AREA, INCLUDING

ITS CANOPY AND LANES. THE INTERIOR SCOPE REQUIRES THE REMOVAL OF

ALL EXISTING DOORS, WINDOWS, AND CEILING SYSTEMS, UNLESS EXPLICITLY

NOTED OTHERWISE IN THE DRAWINGS. FOLLOWING DEMOLITION, THE FACILITY

WILL UNDERGO STRUCTURAL UPDATES AND LAYOUT RECONFIGURATIONS TO

SEAMLESSLY INTEGRATE THE ORIGINAL FOOTPRINT WITH THE NEW ADDITION.

CONTRACTORS MUST STRICTLY REFER TO THE CONSTRUCTION DRAWINGS

FOR ALL DETAILED SPECIFICATIONS, LAYOUTS, AND MATERIAL SCHEDULES

REGARDING THE INSTALLATION OF NEW FLOORING, CEILINGS, WALLS,

WINDOWS AND SYSTEMS. ALL DIMENSIONS AND SITE CONDITIONS MUST BE

FIELD-VERIFIED PRIOR TO COMMENCING DEMOLITION OR ORDERING

MATERIALS.

PROJECT SUMMARY AND GENERAL NOTES

AutoCAD SHX Text N

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

D1.1

FLOOR PLAN

DEMOLITION

1/4" = 1'-0"

2026.07.07

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DEMOLITION FLOOR PLAN

1/4" = 1'-0"

1. CONTRACTOR SHALL REPORT TO THE OWNER & ARCHITECT IF THERE IS ANY MOLD OR ASBESTOS FOUND DURING

DEMOLITION.

2. THE CONTRACTOR SHALL FOLLOW ALL OSHA, EPA AND LOCAL REGULATIONS REQUIRED FOR DEMOLITION.

3. ALL PERMITS SHALL BE OBTAINED FROM JURISDICTIONAL MUNICIPALITIES PRIOR TO DEMOLITION.

4. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) STANDARDS

AND CONSTRUCTION PRACTICES.

5. CONTRACTOR SHALL CLEAN UP, REMOVE AND DISPOSE OF ALL DEBRIS AND DISCARDED ITEMS UPON COMPLETION

OF CONSTRUCTION TO BE READY FOR A NEW OCCUPANCY CONDITION.

6. CONTRACTOR SHALL FIELD INSPECT ALL EXISTING ACOUSTICAL CEILING AREAS, ESPECIALLY IN RESTROOMS.

REMOVE AND REPLACE WATER-DAMAGED CEILING TILES. THEN MECHANICAL CONTRACTOR SHALL INVESTIGATE A/C

SYSTEM FOR ANY PROBLEM AND REPAIR TO STOP AND PREVENT ANY FURTHER WATER LEAKING.

7. FOR MEP DEMOLITION PLAN, SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.

8. IN DEMOLITION PHASE, THE CONTRACTOR SHALL FIELD INVESTIGATE AND COORDINATE WITH MEP ENGINEERS ALL

ELECTRICAL PANELS, ELECTRICAL CONTROL DEVICES, MECHANICAL EQUIPMENT, EXPOSED PIPING, METER PRIOR TO REMOVAL; OTHERWISE, CONTRACTOR SHALL CHECK ALL MEP EQUIPMENT TO ASSURE THEY ARE IN GOOD

CONDITION FOR REUSE.

9. ALL SALVAGE ITEMS SUCH AS LIGHTING FIXTURES, EQUIPMENTS, FURNITURE SHALL BE RETURNED AND STORED PER

OWNER'S INSTRUCTIONS.

10. MEP CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL POWER, UTILITIES, MECHANICAL SAFETY FOR

CONTRACTOR'S WORKERS DURING DEMOLITION PHASE.

11. THIS DRAWING IS SHOWN FOR GENERAL ITEMS TO BE REMOVED ONLY AND DETAIL ITEMS SHALL FIELD DETERMINED

BY MEP ENGINEERS AND OWNER'S INSTRUCTION.

12. OWNER SHALL HAVE RIGHT OF FIRST REFUSAL FOR ALL EQUIPMENT AND MATERIAL REMOVED DURING DEMOLITION AND WILL PROMPTLY SELECT ITEMS. ALL OTHER DEMOLISHED MATERIALS ARE TO BE REMOVED AND DISPOSED OF

OFFSITE.

13. DURING BID PHASE, CONTRACTOR SHALL CONDUCT A SITE VISIT TO FIELD INSPECT AND VERIFY ALL EXISTING BUILDING CONDITIONS, AND IF NECESSARY, SUBMIT AND R.F.I. TO OWNER OR ENGINEER TO BRING UP ANY

CONFLICT.

14. DAMAGED FLOOR DURING DEMOLITION SHALL BE REPAIRED, PATCHED, AND SEALED TO MATCH EXISTING.

15. ALL EXISTING DRAWINGS IN THIS SET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY PRIOR TO

DEMOLITION OR INSTALLATION.

16. VERIFY LOAD BEARING CONDITIONS PRIOR TO WALL DEMOLITION. PROVIDE COLUMNS/BEAMS AS REQUIRED FOR

STRUCTURAL SUPPORT OF ROOF.

GENERAL DEMOLITION NOTES DEMO PLAN LEGEND

EXISTING WALL TO DEMO

KEYED DEMOLITION NOTES

DEMOLISH EXISTING WALL TO EXTENTS SHOWN.

REMOVE DOOR & FRAME AS SHOWN.

REMOVE WINDOW & TRIM AS SHOWN.

4 REMOVE PLUMBING FIXTURE, CAP OR REROUTE PLUMBING LINES.

EXISTING WALL TO REMAIN

1 1

5 REMOVE EXTERIOR COLUMN WRAP/ FAUX COLUMN

6 REMOVE EXISTING NIGHT DROP

5 5 5

3 3 3

REMOVE ALL EIFS AND

EXISTING PARAPET

CONDITIONS, REFER TO

A3.1 & A3.2 FOR EXTERIOR

SCOPE OF WORK

REMOVE ALL EIFS AND EXISTING

PARAPET CONDITIONS, REFER TO

A3.1 & A3.2 FOR EXTERIOR SCOPE

OF WORK

REMOVE ALL EIFS AND

EXISTING PARAPET

CONDITIONS, REFER TO

A3.1 & A3.2 FOR EXTERIOR

SCOPE OF WORK

REMOVE ALL EIFS AND

EXISTING PARAPET

CONDITIONS, REFER TO

A3.1 & A3.2 FOR EXTERIOR

SCOPE OF WORK

'-0

'-3

'-0

EXISTING COLUMNS

TO REMAIN, TYP.

WINDOW TO REMAIN

DOOR TO REMAIN

WINDOW TO REMAIN

DOOR TO REMAIN

ARCH CEILING AND

FURR-DOWN ABOVE

TO REMAIN

ARCH CEILING AND

FURR-DOWN ABOVE

TO REMAIN

3'-5" tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

33'-3 1/2"± (FIELD VERIFY)

'-8

'-3

2'-0"± 50'-8"± (FIELD VERIFY EXISTING)

'-7

8'-0"±

(FIELD VERIFY EXISTING)

CONTRACTOR TO FIELD VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS.

7 REMOVE EXISTING GYP. BD. CEILING

DEMOLITION ROOF PLAN

1/4" = 1'-0"

REMOVE PARAPETS

(TYP.)

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

D1.2

ROOF PLAN

DEMOLITION

1/4" = 1'-0"

2026.07.07

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REMOVE PARAPETS

(TYP.)

REMOVE PARAPETS

(TYP.)

REMOVE PARAPETS

(TYP.)

REMOVE METAL ROOF

PANELS AND

WEATHERPROOFING

TO PLYWOOD.

REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE METAL ROOF

PANELS AND

WEATHERPROOFING

TO PLYWOOD.

REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE METAL ROOF

PANELS AND

WEATHERPROOFING

TO PLYWOOD.

REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE GUTTERS

AND DOWNSPOUTS

REMOVE GUTTERS

AND DOWNSPOUTS

REMOVE GUTTERS

AND DOWNSPOUTS

REMOVE GUTTERS

AND DOWNSPOUTS

REMOVE ROOF PEAK

VENT, TYP.

REMOVE ROOF PEAK

VENT, TYP.

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

CITY OF ORANGE BEACH

FINANCE DEPARTMENT

The Al Bradley Financial Center

EAST ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

REMOVE ALL EIFS AND PARAPET

CONDITIONS FOR NEW PAINTED HARDIE

BOARD & BATTEN AND ROOF EXTENSION

@ OLD PARAPET CONDITIONS

REMOVE ALL EIFS AND

PARAPET CONDITIONS

REFER TO D1.2

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL EIFS AND PARAPET

CONDITIONS FOR NEW PAINTED HARDIE

BOARD & BATTEN AND ROOF EXTENSION

@ OLD PARAPET CONDITIONS

REMOVE ALL EIFS & FOAM

AND REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

D3.1

ELEVATIONS

DEMOLITION

1/4" = 1'-0"

2026.07.07

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REMOVE ALL SIGNAGE

REMOVE ALL LOUVERS

KEYED DEMOLITION NOTES

DEMOLISH EXISTING WALL TO EXTENTS SHOWN.

REMOVE DOOR & FRAME AS SHOWN.

REMOVE WINDOW & TRIM AS SHOWN.

4 REMOVE PLUMBING FIXTURE, CAP OR REROUTE PLUMBING LINES.

5 REMOVE EXTERIOR COLUMN WRAP/ FAUX COLUMN

6 REMOVE EXISTING NIGHT DROP

REMOVE ALL

GUTTERS &

DOWNSPOUTS

WINDOW TO REMAIN

REMOVE ALL LOUVERS

WINDOW TO REMAIN

REMOVE ALL LOUVERS

WINDOW TO REMAINWINDOW TO REMAIN

DOOR TO REMAIN

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL LOUVERS

3 3 3

REMOVE ALL LOUVERS

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

COLUMNS TO

REMAIN, TYP.

REMOVE METAL ROOF PANELS

AND WEATHERPROOFING TO

PLYWOOD. REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE ROOF PEAK

VENT, TYP.

REMOVE METAL ROOF PANELS

AND WEATHERPROOFING TO

PLYWOOD. REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE ROOF PEAK

VENT, TYP.

REMOVE EXISTING EQUIPMENT FROM WALL,

PERFORM WALL WORK, AND REMOUNT ALL

EQUIPMENT TO WALL (ENSURE ALL WALL

PENETRATIONS ARE WATER TIGHT, ALL

EXISTING UNISTRUT TO BE REPLACED WITH NEW

GALVANIZED UNISTRUT, ALL EXISTING BOXES

TO BE RUST CONVERTED AND PAINTED, REPLACE

ANY BOXES WITH THRU-RUST HOLES)

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL LOUVERS

REMOVE METAL ROOF PANELS

AND WEATHERPROOFING TO

PLYWOOD. REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE ROOF PEAK

VENT, TYP.

REMOVE ALL EIFS AND PARAPET

CONDITIONS FOR NEW PAINTED HARDIE

BOARD & BATTEN AND ROOF EXTENSION

@ OLD PARAPET CONDITIONS

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL LOUVERS

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a

WEST ELEVATION

NORTH ELEVATION

1/4" = 1'-0"

REMOVE ALL EIFS AND PARAPET

CONDITIONS FOR NEW PAINTED HARDIE

BOARD & BATTEN AND ROOF

EXTENSION @ OLD PARAPET

CONDITIONS

REMOVE ALL EIFS AND PARAPET CONDITIONS FOR

NEW PAINTED HARDIE BOARD & BATTEN AND ROOF

EXTENSION @ OLD PARAPET CONDITIONS

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

D3.2

ELEVATIONS

DEMOLITION

1/4" = 1'-0"

2026.07.07

SBM

CLT

O R

A N

G E

C H

D O

R A

N G

E B

H , A

A M

U S

O B

A N

C E

B U

M E

A L

C E

R S

O U

R A

O V

O N

KEYED DEMOLITION NOTES

DEMOLISH EXISTING WALL TO EXTENTS SHOWN.

REMOVE DOOR & FRAME AS SHOWN.

REMOVE WINDOW & TRIM AS SHOWN.

4 REMOVE PLUMBING FIXTURE, CAP OR REROUTE PLUMBING LINES.

5 REMOVE EXTERIOR COLUMN WRAP/ FAUX COLUMN

6 REMOVE EXISTING NIGHT DROP

REMOVE METAL ROOF PANELS

AND WEATHERPROOFING TO

PLYWOOD. REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE ROOF PEAK

VENT, TYP.

REMOVE METAL ROOF PANELS

AND WEATHERPROOFING TO

PLYWOOD. REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE ROOF PEAK

VENT, TYP.

REMOVE METAL ROOF PANELS

AND WEATHERPROOFING TO

PLYWOOD. REPAIR/REPLACE

DAMAGED PLYWOOD.

REMOVE ROOF PEAK

VENT, TYP.

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL LOUVERS REMOVE ALL LOUVERS REMOVE ALL LOUVERS REMOVE ALL LOUVERS

REMOVE ALL LOUVERS

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL EIFS AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL

GUTTERS &

DOWNSPOUTS

REMOVE ALL LOUVERS

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL EIFS AND PARAPET

CONDITIONS FOR NEW PAINTED HARDIE

BOARD & BATTEN AND ROOF EXTENSION

@ OLD PARAPET CONDITIONS

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

REMOVE ALL EIFS AND PARAPET

CONDITIONS FOR NEW PAINTED HARDIE

BOARD & BATTEN AND ROOF EXTENSION

@ OLD PARAPET CONDITIONS

REMOVE ALL EIFS & FOAM AND

REPLACE WITH PAINTED

HARDIE BOARD & BATTEN

(TYP)

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m in

18 min m in

36 min 6 m in

42 min m in m in

22 min 24 min4 m in

24 min 4 m in

RAMP RUNLANDING

60 min 60 min

60 min m in

AT LEAST AS WIDE AS RAMP RUN

LANDING

RAMP RUN

R A M

P R U N

X < 4

1:12 SLOPE

(MAX.)

1:12 SLOPE

(MAX.)

2'-0"

1'-5"

2' -1

0" 3' -6

ADA BAR ACCESS

FOOTREST NOT TO EXTEND

INTO ADA SPACE

KNEE WALL

TYPICAL BAR TOP BEYOND

PROVIDE SUPPORT FOR

TOP AS REQUIRED

MIN.

ADA BAR SEATING

12" m in m ax m ax m ax

20-25" max20" max

10 max m ax m in

10 max

" m ax

" m ax m ax m ax

>10-24 max

" M A X.

4 max

" M

PROTRUDING OBJECTS

ACCESSIBLE DESIGN NOTES: 2017 ICC A117.1 (v. MAY 2024) CHAPTER 3 BUILDING BLOCKS: 303 Changes in Level

303.2 Vertical.Changes in level of 1/4 inch (6.4 mm) maximum in height shall be permitted to be vertical.

303.3 Beveled.Changes in level greater than 1/4 inch (6.4 mm) in height and not more than 1/2 inch (13 mm) maximum in height shall be beveled with a slope not steeper than 1:2.

303.4 Ramps.Changes in level greater than 1/2 inch (13 mm) in height shall be by a ramp complying with Section 405 or by a curb ramp complying with Section 406.

" 21

303.2 303.3 (A) 303.3 (B)

CHAPTER 3 BUILDING BLOCKS: 304 Turning Space

304.3.1.1 CIRCULAR SPACE New buildings and facilities. In new buildings and facilities, the turning space shall be a circular space with a 67-inch (1700 mm) minimum diameter.

304.3.1.1.1 Overlap. Turning spaces shall be permitted to

include knee and toe clearance complying with Section 306.

Where the turning space includes knee and toe clearances under an obstruction, the overlap shall comply with all of the following: 1.

The depth of the overlap shall not be more than 10 inches (255 mm), and2. The depth shall not exceed the depth of the knee and toe clearances provided, and3. The overlap shall be permitted only within the turning circle area shown shaded in Figure 304.3.1.1.

304.3.1.2 EXISTING BUILDINGS AND FACILITIES. In existing

buildings and facilities, the turning space shall be a circular space with a 60-inch (1525 mm) minimum diameter.

304.3.2.1 T- SHAPED SPACE New buildings and facilities. In new buildings and facilities, the turning space shall be a T–shaped space complying with one of the following:1. A T-shaped space, clear of obstruction, that fits within an area 68 inches (1725 mm) wide and 60 inches (1525 mm) deep, with two arms and one base that are all 36 inches (915 mm) minimum in width. Each arm shall extend 16 inches (405 mm) minimum from each side of the base located opposite the other, and the base shall extend 24 inches (610 mm) minimum from the arms. At the intersection of each arm and the base, the interior corners shall be chamfered for 8 inches (205 mm) minimum along both the arm and along the base.2. A T-shaped space, clear of obstruction, that fits within an area 64 inches (1625 mm) wide and 60 inches (1525 mm) deep, with two arms 38 inches (965 mm) minimum in width and a base 42 inches (1065 mm) minimum in width. Each arm shall extend 11 inches (280 mm) minimum from each side of the base, located opposite the other, and the base shall extend 22 inches (560 mm) minimum from each arm.3. A T-shaped space, clear of obstruction, 64 inches (1625 mm) wide and 60 inches (1525 mm) deep, with two arms and one base 40 inches (1015 mm) minimum in width. Each arm shall extend 12 inches (305 mm) minimum from each side of the base and the base shall extend 20 inches (510 mm) minimum from each arm.

304.3.2.2 Existing buildings and facilities. In existing buildings and facilities, the turning space shall be a T-shaped space within a 60-inch (1525 mm) minimum square, with arms and base 36 inches (915 mm) minimum in width. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction, and the base shall be clear of obstructions 24 inches (610 mm) minimum.

67" MIN

" M

A X

60" MIN

" M

A X

304.3.1.1 304.3.1.2

" m in

36" min

68"

304.3.2.1(A)

" m in

42" min

64"

304.3.2.1(B)

OPTION 1 OPTION 2

" m in

16" 16" 11" min11"min

304.3.2.1(C)

" m in

" m in 60"

304.3.2.2

EXISTING

" m in

12" min12" min

" m in

40" min

64"

OPTION 3

" m in

12" min12" min 3'-0"

CHAPTER 3 BUILDING BLOCKS: 305 Clear Floor space

305.3.1 New buildings and facilities. In new buildings and

facilities, the clear floor space shall be 52 inches (1320 mm) minimum in length and 30 inches (760 mm) minimum in width.

305.3.2 Existing buildings and facilities.In existing buildings and facilities, the clear floor space shall be 48 inches (1220 mm) minimum in length and 30 inches (760 mm) minimum in width.

" m in

52" min

305.3.1

" m in

48 min

305.3.2

NEW EXISTING

CHAPTER 3 BUILDING BLOCKS: 306 Knee and Toe Clearance

306.1 General.Where space beneath an element is included

as part of the clear floor space at an element, clearance at an element, or a turning space, the space shall comply with Section

306. Additional space shall not be prohibited beneath an element, but shall not be considered as part of the clear floor space or turning space.

306.2.2 Maximum depth.Toe clearance shall be permitted to

extend 25 inches (635 mm) maximum under an element.

306.2.3 Minimum depth.Where toe clearance is required at an

element as part of a clear floor space complying with Section 305, the toe clearance shall extend 17 inches (430 mm) minimum beneath the element.

306.2.4 Additional clearance.Space extending greater than 6

inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the floor shall not be considered toe clearance.

306.2.5 Width.Toe clearance shall be 30 inches (760 mm)

minimum in width.

306.3.1 General.Space beneath an element between 9 inches

(230 mm) and 27 inches (685 mm) above the floor shall be considered knee clearance and shall comply with Section 306.3.

17"-25"

6" max

306.2 (A)

8" min

11" min

306.3 (A)

" m in

TOE CLEARANCE KNEE CLEARANCE

CHAPTER 3 BUILDING BLOCKS: 307 Protruding Objects

307.2 Protrusion limits.Objects with

leading edges more than 27 inches (685

mm) and not more than 80 inches (2030

mm) above the floor shall protrude 4 inches (100 mm) maximum horizontally into a circulation path.Exception: Handrails shall be permitted to protrude 41/2 inches (115 mm) maximum.

307.4 Vertical clearance.Vertical

clearance shall be 80 inches (2030 mm) minimum. Rails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm). The leading edge of such rails or barrier shall be located 27 inches (685 mm) maximum above the floor.Exception: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the floor.

m ax

5 20

307.4 REDUCED VERTICAL CLEARANCE

CHAPTER 3 BUILDING BLOCKS: 308 Reach ranges

308.2 Forward reach.

308.2.1 Unobstructed.Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the floor.

308.2.2 Obstructed high reach.Where a high forward reach is

over an obstruction, the clear floor space complying with Section 305 and knee and toe clearance complying with Section 306 shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum above the floor where the reach depth over the obstruction is 20 inches (510

mm) maximum. The high forward reach shall be 44 inches (1120

mm) maximum above the floor where the reach depth over the obstruction is greater than 20 inches (510 mm) and not more than 25 inches (635 mm) maximum.

308.3 Side reach.

308.3.1 Unobstructed. INSIGHTS Where a clear floor space

complying with Section 305 allows a parallel approach to an element and the edge of the clear floor space is 10 inches (255

mm) maximum from the element, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the floor.Exceptions:1. Existing elements that are not altered shall be permitted at 54 inches (1370 mm) maximum above the floor.2. Operable parts on fuel dispensers installed on existing curbs shall be permitted at 54 inches (1370 mm) maximum above the floor.

308.3.2 Obstructed high reach.Where a clear floor space

complying with Section 305 allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum above the floor and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum above the floor for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170

mm) maximum above the floor for a reach depth of 24 inches (610 mm) maximum.

308.2.1

UNOBSTRUCTED FORWARD

REACH

308.2.2 (B)

OBSTRUCTED HIGH

FORWARD REACH

308.2.2 (A)

OBSTRUCTED HIGH

FORWARD REACH

308.3.1

UNOBSTRUCTED SIDE

REACH

308.3.2 (A)

UNOBSTRUCTED SIDE

REACH

308.3.2 (B)

UNOBSTRUCTED SIDE

REACH

CHAPTER 3 BUILDING BLOCKS: 309 Operable Parts

309.2 Clear floor space.A clear floor space complying with

Section 305 shall be provided.

309.3 Height.Operable parts shall be placed within one or

more of the reach ranges specified in Section 308.

309.4 Operation.Operable parts shall be operable with one

hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be

5.0 pounds (22.2 N) maximum.Exception: Gas pump nozzles shall not be required to provide operable parts that have an activating force of 5.0 pounds (22.2 N) maximum.

CHAPTER 4 ACCESSIBLE ROUTES: 402 Accessible Routes

402.2 Components.Accessible routes shall consist of one or

more of the following components: walking surfaces with a running slope not steeper than 1:20, doors and doorways, gates, ramps, curb ramps excluding the flared sides, blended transitions, elevators and platform lifts. All components of an accessible route shall comply with the applicable portions of this standard.

CHAPTER 4 ACCESSIBLE ROUTES: 403 Walking Surfaces

403.3 Slope.The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48.

403.5 Clear width. INSIGHTS The clear width of an

accessible route shall comply with Section 403.5.1. 403.5.2,

403.5.3 or 403.5.4 as applicable.

403.5.1 General.The clear width of an interior accessible route shall be 36 inches (915 mm) minimum. The clear width of an exterior accessible route shall be 48 inches (1220 mm) minimum.

Exceptions:

1. In new buildings and facilities, the clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided the reduced-width segments are separated by segments that are 52 inches (1320 mm) minimum in length and 36 inches (915 mm) minimum in width.

2. In existing buildings and facilities, the clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided the reduced width segments are separated by segments that are 48 inches (1220 mm) minimum in length and 36 inches (915 mm) minimum in width.

3. The clear width of an exterior accessible route located within seating areas shall be 36 inches (915 mm) minimum.

4. The clear width of an exterior ramp shall comply with Section 405.5.

m in

52 min 24 max m in m in m in

24 max

403.5.1 (A)

CLEAR WIDTH ACCESSIBLE ROUTE -

NEW BLDG. INTERIOR

m in

48 min 24 max m in m in m in

24 max

403.5.1 (C)

CLEAR WIDTH ACCESSIBLE ROUTE -

EXISTING INTERIOR

CHAPTER 4 ACCESSIBLE ROUTES: 404 DOORS, DOORWAYS AND GATES

404.2.2 Clear width.Doorways shall have a clear opening width of 32 inches (815 mm) minimum. Clear opening width of doorways with swinging doors shall be measured between the face of door and stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) in depth at doors and doorways without doors shall provide a clear opening width of 36 inches (915 mm) minimum. There shall be no projections into the clear opening width lower than 34 inches (865 mm) above the floor. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the floor shall not exceed 4 inches (100 mm).

Exceptions:

1. Door closers and door stops shall be permitted to be 78 inches (1980

mm) minimum above the floor.

2. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear opening width shall be permitted for the latch side stop.

404.2.3.2 Swinging doors and gates.Swinging doors and gates shall have maneuvering clearances complying with Table 404.2.3.2.

404.2.6 Door and gate hardware. Handles, pulls, latches, locks and other operable parts on doors and gates shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching or twisting of the wrist to operate. The operational force to retract latches or disengage devices that hold the door or gate in a closed position shall be as follows:1. Hardware operation by a forward, pushing or pulling motion:

15 pounds (66.7 N) maximum.2. Hardware operation by a rotational motion: 28 inch-pounds (315 N·cm) maximum.

404.2.7.1 Door and gate closers. Door and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door or gate to an open position of 12 degrees shall be 5 seconds minimum.

404.2.8 Door and gate opening force. Fire doors and doors or gates required to be equipped with panic hardware, break away features or other factors requiring higher opening force for safety reasons shall have the minimum opening force allowable in scoping provisions adopted by the appropriate administrative authority. For other doors or gates, the force for pushing or pulling open doors or gates shall be as follows:1. Interior hinged door: 5.0 pounds (22.2 N) maximum.2. Sliding or folding door: 5.0 pounds (22.2 N) maximum.Exception: The force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position shall not apply to panic hardware, delayed egress devices or fire-rated hardware.

32"

404.2.2 (A)

CLEAR WIDTH OF

DOORWAYS -

HINGED

32"

404.2.2 (B)

CLEAR WIDTH OF

DOORWAYS -

SLIDING

32"

404.2.2 (C)

CLEAR WIDTH OF

DOORWAYS -

FOLDING

36"

404.2.2 (D)

CLEAR WIDTH OF

DOORWAYS -

DOORWAYS WITHIN

DOORS

Approach Direction

TYPE OF USE

Door/Gate side Perpendicular to Door

MINIMUM MANEUVERING CLEARANCES

Parallel to Door

TABLE 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

from front from front from hinge side from hinge side from hinge side from latch side from latch side

Pull

Pull Pull

Pull

Push

60"

60" 52"

54" 42"

42" 48"

18" 0" 36" 42" 22" 24"

24"

404.2.3.2 (A)

FRONT, PULL SIDE

12 min*

404.2.3.2 (B)

FRONT, PUSH SIDE

(NEW BLDG.)

m in12 min*

404.2.3.2 (C)

FRONT, PUSH SIDE

(EXISTING BLDG.)

*If both closer and latch provided

404.2.3.2 (D)

HINGE APPROACH,

PULL SIDE

404.2.3.2 (E)

HINGE APPROACH,

PULL SIDE

404.2.3.2 (F)

HINGE APPROACH,

PUSH SIDE

*48 If both closer and latch provided

404.2.3.2 (G)

LATCH APPROACH,

PULL SIDE

*54 If closer provided

404.2.3.2 (H)

LATCH APPROACH,

PUSH SIDE

*48 If closer provided

1) Add 6" if closer and latch provided.

2) Add 6" if closer provided.

3) Add 12" beyond latch if closer and latch provided.

4) Beyond hinge side

5) In existing bldgs, the dimension perpendicular to the door for the front direction on the push side shall be 48" min.

CHAPTER 4 ACCESSIBLE ROUTES: 405 RAMPS

405.2 Slope.Ramp runs shall have a running slope greater than 1:20 and not steeper than 1:12.Exception: In existing buildings or facilities, ramps shall be permitted to have slopes steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations.

405.5 Clear width.The clear width of a ramp run shall be 36 inches (915

mm) minimum. Handrails and handrail supports that are provided on the ramp run shall not project into the required clear width of the ramp run.Exception:

Within employee work areas, the required clear width of ramps that are a part of common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed.

405.6 Rise.The rise for any ramp run shall be 30 inches (760 mm) maximum.

405.7 Landings.Ramps shall have landings at the bottom and top of each ramp run. Landings shall comply with Section 405.7.

405.7.1 Slope.Landings shall have a slope not steeper than 1:48 and shall comply with Section 302.

405.7.2 Width.Clear width of landings shall be at least as wide as the widest ramp run leading to the landing.

405.7.3 Length.Landings shall have a clear length of 60 inches (1525 mm) minimum.

405.7 (A)

405.7 (B)

12 min

405.9.1

405.9.2

12 min

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A1.0

& ADA DETAILS

NOTES, LEGENDS

AS NOTED

2026.07.07

SBM

JAG

O R

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C H

D O

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E B

H , A

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O B

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M E

A L

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R S

O U

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O V

O N tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a

SAN. SAN.

SAN.

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A1.1

FLOOR PLAN

ARCHITECTURAL

1/4" = 1'-0"

2026.07.07

SBM

CLT/JAG

O R

A N

G E

C H

D O

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E B

H , A

A M

U S

O B

A N

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B U

M E

A L

C E

R S

O U

R A

O V

O N

ARCHITECTURAL FLOOR PLAN

1/4" = 1'-0"

STORAGE

XRAY

EXAM ROOM 5 104

EXAM ROOM 4

EXAM ROOM 3

EXAM ROOM 2

EXAM ROOM 1

HALL 1

IT ROOM

NURSING STATION

HALL 2

HALL 4

HALL 5

HALL 3

LAB

EXAM ROOM 6

STORAGE

RECEPTIONIST 114

LOBBY

MECHANICAL

RESTROOM

EXAM ROOM 13

EXAM ROOM 12

LAB

RESTROOM

BREAK ROOM

STORAGE

OFFICE 1

OFFICE 4

OFFICE 3

OFFICE 2

MECHANICAL

EXAM ROOM 11

EXAM ROOM 10

EXAM ROOM 9

EXAM ROOM 8

EXAM ROOM 7

CLEAN UTILITY

ROOM

BIOHAZARD

STORAGE

CHECKOUT / BILLING 1

CHECKOUT / BILLING 2

JANITOR

STORAGE

17'-3 1/2" 18'-8" 10'-2" 9'-10" 9'-10" 9'-10" 10'-4"

'-8

'-4

'-3

'-8

'-9

4'-6"

6'-6" 6'-4" 10'-0 1/2" 9'-9"

6'-2" 3'-6 1/2" 11 1/2"

3'-0" 2'-10" 5'-4" 7'-0" 4'-6" 13'-2" 4'-10"

4'-11 1/2" 9'-4" 9'-4" 9'-0" 9'-4" 6'-0" 11'-6" 18'-0"

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

4'-2" 3'-6 1/2" 12'-1 1/2" 7'-0" 2'-10" 1'-8" 4'-8"

7'-1 1/2" 8'-4" 8'-6" 4'-4" 6'-4" 7'-0" 5'-10" 8'-4" 8'-6"

'-5

'-4

'-1

'-0

'-8

'-2

'-6

'-4

'-6

'-1

'-0

'-4

'-9

'-6

'-0

'-4

'-0

'-4

'-8

'-1

HARDIE BOARD & BATTEN OVER FLUID

APPLIED WEATHER BARRIER OVER

APA RATED 5/8" PLYWOOD SHEATHING

OVER 2x6 WOOD STUD WALLS

PASS-THRU

CABINET

TRANSACTION

WINDOW

TRANSACTION

WINDOW

WALLS & DOOR BUILT

TO SPECIFICATIONS OF

XRAY CONSULTANTLOCATE NEW WALLS TO

ENCLOSE EXISTING COLUMNS

REUSE EXISTING

8'-8" DOOR HERE

REUSE EXISTING

8'-8" DOOR HERE

INFILL OPENING WITH HARDIE BOARD

& BATTEN OVER FLUID APPLIED

WEATHER BARRIER OVER APA RATED

5/8" PLYWOOD SHEATHING OVER 2x6

WOOD STUD WALLS

REMOVE EXISTING STUCCO

EXTERIOR FINISH AND FOAM,

INSTALL NEW HARDIE BOARD &

BATTEN OVER FLUID APPLIED

WEATHER BARRIER OVER EXISTING

PLYWOOD SHEATHING OVER

EXISTING WOOD STUD WALLS

HARDIE BOARD & BATTEN OVER

FLUID APPLIED WEATHER BARRIER

OVER APA RATED 5/8" PLYWOOD

SHEATHING OVER 2x6 WOOD STUD

WALLS

HARDIE BOARD & BATTEN OVER

FLUID APPLIED WEATHER BARRIER

OVER APA RATED 5/8" PLYWOOD

SHEATHING OVER 2x6 WOOD STUD

WALLS

INFILL OPENING WITH HARDIE

BOARD & BATTEN OVER FLUID

APPLIED WEATHER BARRIER OVER

APA RATED 5/8" PLYWOOD

SHEATHING OVER 2x6 WOOD STUD

WALLS

INFILL OPENING WITH HARDIE BOARD

& BATTEN OVER FLUID APPLIED

WEATHER BARRIER OVER APA RATED

5/8" PLYWOOD SHEATHING OVER 2x6

WOOD STUD WALLS

REMOVE EXISTING STUCCO EXTERIOR

FINISH AND FOAM, INSTALL NEW HARDIE

BOARD & BATTEN OVER FLUID APPLIED

WEATHER BARRIER OVER EXISTING

PLYWOOD SHEATHING OVER EXISTING

WOOD STUD WALLS

PROVIDE HI-LO ADA AND NON-ADA

WATER FOUNTAIN (NON-ADA TO

INCLUDE BOTTLE FILLER)

EXACT REQUIREMENTS FOR XRAY

ROOM DESIGN AND FUNCTION

PER XRAY CONSULTANT

4'-2"

'-2

42" TALL LOW

WALL W/ PAINTED

WOOD TOP CAP

XRAY EQUIPMENT

REQUIRES 3PHASE

POWER

MULTIPLE 120V & 240V

LAB EQUIP. (FRIDGE,

CENTRIFUGE, ETC.)

(SEE ELEC.)

LABCORP

GENERAL NOTES:

1) ALL SINK LOCATIONS REQUIRE PAPER

TOWEL DISPENSERS & SOAP DISPENSERS

2) ALL EXTERIOR WALLS TO RECEIVE R-19

UN-FACED BATT CAVITY INSULATION

3) ALL CEILINGS TO RECEIVE R-38 UN-FACED

BATT ATTIC INSULATION

4) ALL INTERIOR WALLS TO RECEIVE

UN-FACED BATT CAVITY INSULATION (R-19

IN 2x6 WALLS & R-13 IN 2x4 WALLS)

5) ALL CEILING MOUNTED LIGHT FIXTURES TO

BE RATED FOR INSULATION CONTACT

SAN. HAND SANITIZER STATION

FRIDGE

'-0

'-6

'-8

'-6

'-0

1'-0"7'-0"

MOP

103 104 105 106 107

114A

145144

140139138

136A

136 135 134 133

127 126128129130131 125 119 117 116

A A5.1

MULTIPLE 120V & 240V

LAB EQUIP. (MICROSCOPE,

URINALYSIS, FRIDGE,

AUTOCLAVE, ETC.)

B A5.1

A5.16

A5.18

A5.1

A5.2

12 (OPP.)

A5.1 5

A5.1

4 (TYP.)

A5.1

A5.2

19 (OPP.)

A5.214

CLINIC LAB

A5.2 17

'-8

1 11

11 1 1

1 1

1 1 1 1

1 1 1

1 1

4'-7 1/2"6'-1 1/2"

1'-0"

LEGEND

2x6 WOOD STUD WALL @ 16" O.C.

2x4 WOOD STUD WALL @ 16" O.C.

EXISTING WALL TO REMAIN

· ALL EXTERIOR WALLS TO RECEIVE R-19 UNFACED

BATT INSULATION.

· ALL 2x4 INTERIOR WALLS TO RECEIVE R-13

UNFACED BATT INSULATION.

· ALL 2x6 INTERIOR WALLS TO RECEIVE R-19

UNFACED BATT INSULATION.

2x8 WOOD STUD WALL @ 16" O.C.

SIM

EXISTING WALLS

TO REMAIN

EXISTING WALLS

TO REMAIN

EXISTING WALLS

TO REMAIN

A-A A4.1

A5.220

6" DEEP x 36"H. LAMINATED

COUNTERTOP AS SELECTED BY

OWNER, PROVIDE SUPPORT AS

REQUIRED

A5.2

21 (OPP.)

'-0

B-B A4.1

LOCATE NEW WALLS TO

ENCLOSE EXISTING COLUMNS

E X

6" DEEP x 36"H.

LAMINATED

COUNTERTOP AS

SELECTED BY OWNER

6" DEEP x 36"H. LAMINATED

COUNTERTOP AS SELECTED

BY OWNER

A5.2

FURNITURE BY

OWNER, TYP.

FURNITURE BY

OWNER, TYP.

A4.2

2A4.2 tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

85'-11 1/2" (FIELD VERIFY) 8'-0"

'-8

D V

7'-0"

'-8

'-0

CONTRACTOR TO FIELD VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS.

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A1.2

CEILING PLAN

ARCHITECTURAL

1/4" = 1'-0"

2026.07.07

SBM

CLT/JAG

O R

A N

G E

C H

D O

R A

N G

E B

H , A

A M

U S

O B

A N

C E

B U

M E

A L

C E

R S

O U

R A

O V

O N

ARCHITECTURAL CEILING PLAN

1/4" = 1'-0"

10'-0" 10'-0"

10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

10'-0" 10'-0"10'-0"

10'-0"

10'-0" 10'-0" 10'-0" 10'-0"

10'-0"

10'-0" 10'-0" 10'-0"10'-0"10'-0"10'-0"

10'-0" 10'-0" 10'-0" 10'-0"

10'-0"

10'-0"10'-0"10'-0"

±8'-3"

EXISTING

ARCHED CEILING

G A

R C

±11'-6"

@ SPRING

±8'-3"

±11'-6"

@ SPRING

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING CEILING

TO REMAIN

ALL FINAL LIGHTING LOCATIONS TO

BE COORDINATED WITH THE OWNER.

SWITCHES TO BE MOUNTED A

MAXIMUM OF 48" A.F.F.

REFER TO ELECTRICAL LIGHTING

DRAWINGS FOR LIGHT FIXTURE

TYPES AND LOCATIONS.

10'-0"

LEGEND

CEILING HEIGHT

MOISTURE RESISTANT

GYPSUM BOARD CEILING

2' X 2' ACOUSTICAL TILE

CEILING (EQUAL TO

ARMSTRONG 2x2

TEGULAR EDGE 15/16")

EXISTING ARCHED

CEILING TO REMAIN

REMOVE EXISTING

CEILING, REPLACE WITH

PAINTED HARDIE BOARD

WITH BATTEN @ 4'-0" AS

SHOWN AND PERIMETER

BATTEN

DRAFTSTOPPING WALLS

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

ARCHITECTURAL ROOF PLAN

PROVIDE NEW STANDING SEAM METAL

ROOF OVER NEW ICE & WATER SHIELD

OVER EXISTING PLYWOOD DECKING

(REPLACE ALL DAMAGED PLYWOOD)

FRAME NEW ROOF AT ENTRY, W/ NEW

STANDING SEAM METAL ROOF OVER

ICE& WATER SHIELD OVER NEW 5/8"

APA RATED PLYWOOD

FRAME NEW PORTION OF ROOF AT

OVERHANG, W/ NEW STANDING SEAM

METAL ROOF OVER ICE& WATER

SHIELD OVER NEW 5/8" APA RATED

PLYWOOD

FRAME NEW PORTION OF ROOF AT

OVERHANG, W/ NEW STANDING SEAM

METAL ROOF OVER ICE& WATER

SHIELD OVER NEW 5/8" APA RATED

PLYWOOD

PROVIDE NEW STANDING SEAM METAL

ROOF OVER NEW ICE & WATER SHIELD

OVER EXISTING PLYWOOD DECKING

(REPLACE ALL DAMAGED PLYWOOD)

1-1/2" PER

O T

SLO

1-1/2" PER

O T

SLO

ISTIN

SLO

ISTIN

SLO

EXISTING SLOPE

MATCH EXISTING

SLOPE

EXISTING SLOPE

MATCH EXISTING

SLOPE

MATCH EXISTING

SLOPE

EXISTING SLOPE

MATCH EXISTING

SLOPE

EXISTING SLOPE

ISTIN

SLO

ISTIN

SLO

M A

ISTIN

SLO

ISTIN

SLO

1'-0"

'-6

8'-10"

DASHED LINE REPRESENTS OUTSIDE

FACE OF EXTERIOR WALL OR COLUMN

OR SOFFIT BELOW, TYPICAL

1'-0"

'-6

1'-10" 2'-8"

'-8

1'-8"

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A1.3

ROOF PLAN

ARCHITECTURAL

1/4" = 1'-0"

2026.07.07

SBM

CLT

O R

A N

G E

C H

D O

R A

N G

E B

H , A

A M

U S

O B

A N

C E

B U

M E

A L

C E

R S

O U

R A

O V

O N

NEW LAPPED, NONSOLDERED

SEAM METAL ROOF PANELS WITH

APPLIED LAP SEALANT. LAP

SEALANTS SHALL BE APPLIED IN

ACCORDANCE WITH THE

APPROVED MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

NEW LAPPED, NONSOLDERED

SEAM METAL ROOF PANELS WITH

APPLIED LAP SEALANT. LAP

SEALANTS SHALL BE APPLIED IN

ACCORDANCE WITH THE

APPROVED MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

RIDGE VENT RIDGE VENT RIDGE VENT

G E

T R

E V

G E

T R

E V

G E

RIDGE VENT

FULL PERIMETER VENTED SOFFIT

tR ge i het Ar de s r c i t e c

St a

Stedmann B. McCollough bae of A l t a m a

DS = DOWNSPOUT

(PRE-FINISHED METAL)

DS DS

6" METAL GUTTER

METAL DOWNSPOUT &

CONCRETE SPLASH BLOCK, TYP.

6" METAL GUTTER

METAL DOWNSPOUT &

CONCRETE SPLASH BLOCK, TYP.

METAL DOWNSPOUT &

CONCRETE SPLASH BLOCK, TYP.

METAL DOWNSPOUT &

CONCRETE SPLASH BLOCK, TYP.

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A2.1

DOOR/STOREFRONT TYPES

FINISH/DOOR SCHEDULES

1/4" = 1'-0"

2026.07.07

SBM

JAG

O R

A N

G E

C H

D O

R A

N G

E B

H , A

A M

U S

O B

A N

C E

B U

M E

A L

C E

R S

O U

R A

O V

O N

D O

O R

N O

D O

O R

D W

DOOR SCHEDULE

D O

O R

D O

O R

A R

K S

M E

D O

R E

R A

D O

O R

M A

1 PAINT 1 -3'0" x 8'0" - YESMETAL

ROOM FINISH SCHEDULE

FINISHNAME

ROOM

FINISHMAT'RL

FLOORS WALLS

BASE

CEILING

NOTESMATERIALS TYPE FINISH HEIGHT

STORAGE

XRAY

EXAM ROOM 5

EXAM ROOM 4

EXAM ROOM 3

EXAM ROOM 2

EXAM ROOM 1

STORAGE

PRE-FINA.C.T.

M.R.GYP.BD. = MOISTURE RESISTANT GYPSUM BOARD

GYP. BD. = GYPSUM BOARD

A.C.T. = 2'x2' ACOUSTICAL CEILING TILE WITH 15/16" PRELUDE GRID

P.T. = PORCELAIN TILE OVER SCHLUTER SYSTEM

C.T. = CERAMIC TILE OVER SCHLUTER SYSTEM

L.V.T. = LUXURY VINYL TILE - WOOD PLANK

S.C. = SEALED CONCRETE

ABBREVIATIONS

WOOD BASE = 5-1/4" DELUXE COLONIAL PRE-PRIMED AND PAINTED BASE

V-GROOVE = 1x6 V-GROOVE TREATED CYPRESS WOOD

E. PAINT = EPOXY PAINT

F.R.P. = FIBER-REINFORCED PLASTIC

S.S. = SCORED/STAINED

C.P.T. = CARPET TILE

RB = RUBBER BASE

1. REFER TO OWNER FOR INTERIOR FINISH SELECTIONS AND COLORS.

2. ALL PAINTED SURFACES SHALL HAVE PRIMER AND TWO FINISH COATS.

3. ALL CORRIDOR FINISHES SHALL BE "CLASS A". ALL OTHER FINISHES CAN BE "CLASS C" MINIMUM.

4. RUBBER BASE TO BE BY TARKETT, REFER TO SPECIFICATIONS.

5. PAINT EXPOSED STRUCTURE.

6. BUILD WALLS IN XRAY ROOM TO XRAY CONSULTANTS SPECIFICATIONS.

7. ALL BASE IN TILED ROOMS TO BE PAINTED PVC.

8. ALL WALL/CEILING PAINT IN TILED ROOMS TO BE EPOXY.

9. ALL TILED ROOMS TO RECEIVE VINYL FACED CEILING TILE.

10. SEE SPECIFICATIONS FOR PAINT COLORS.

FINISH SCHEDULE NOTES

RB GYP. BOARD PAINTL.V.T. PRE-FIN

NMBR

ROOM

HALL 1109

CHECK-OUT/BILLING 1

IT ROOM

NURSING STATION

RECEPTIONIST

LOBBY

MECHANICAL

RESTROOM

EXAM ROOM 13

EXAM ROOM 12

10'-0"

2 PAINT 1 -3'0" x 8'0" - -WOOD102

2 PAINT 1 -3'0" x 8'0" - -WOOD103

2 PAINT 1 -3'0" x 8'0" - -WOOD104

2 PAINT 1 -3'0" x 8'0" - -WOOD105

2 PAINT 1 -3'0" x 8'0" - -WOOD106

2 PAINT 1 -3'0" x 8'0" - -WOOD107

2 PAINT 1 -3'0" x 8'0" - -WOOD108

2 PAINT 1 -3'0" x 8'0" - -WOOD111

2 PAINT 1 -3'0" x 8'0" - -WOOD112

2 PAINT 1 -3'0" x 8'0" - -WOOD113

- - - -EXISTING - --114

- - - -EXISTING - --114A

2 PAINT 1 -3'0" x 8'0" - YESWOOD116

136A

2 PAINT 1 -3'0" x 8'0" - -WOOD

2 PAINT 1 -3'0" x 8'0" - YESWOOD

2 PAINT 1 -3'0" x 8'0" - -WOOD

2 PAINT 1 -3'0" x 8'0" - YESWOOD

2 PAINT 1 -3'0" x 8'0" - -WOOD

1 PAINT 1 -3'0" x 8'0" - YESMETAL

2 PAINT 1 -3'0" x 8'0" - -WOOD

3 PAINT 1 -(2)3'0" x 8'0" - -METAL

2 PAINT 1 -3'0" x 8'0" - -WOOD

CHECK-OUT/BILLING 2

HALL 5

LAB (LABCORP)

STORAGE

EXAM ROOM 6

HALL 3

LAB (CLINIC LAB)

RESTROOM

JANITOR

BREAK ROOM

OFFICE 1

STORAGE

HALL 4

OFFICE 4

OFFICE 3

OFFICE 2

MECHANICAL

STORAGE

EXAM ROOM 11

EXAM ROOM 10

EXAM ROOM 9

HALL 2

BIOHAZARD

CLEAN UTILITY ROOM

EXAM ROOM 8

EXAM ROOM 7

HOLLOW METAL

SEE SCHED.

S C

FINISHED FLOOR

'-0

3'-0"

EXTERIOR

METAL

120 2 PAINT 1 -3'0" x 8'0" - -WOOD

'-0

3'-0"

INTERIOR

SOLID WOOD

SINGLE PANEL

PER XRAY CONSULTANT SPEC.'S

'-0

3'-0"3'-0"

EXTERIOR

METAL

FINISHED FLOOR

'-1

10'-0"

'-0

'-1

4'-0"

'-0

" 3 '-0

'-1

2'-0"

INTERIOR INTERIOR INTERIOR

BUILT TO XRAY

CONSULTANT

SPECIFICATIONS

PRE-FINA.C.T.RB GYP. BOARD (NOTE 6) PAINTL.V.T. PRE-FIN 10'-0"

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

PAINTM.R. GYP. BD. 10'-0"

PAINT 10'-0"

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

-EXIST.RB GYP. BOARD * PAINTL.V.T. PRE-FIN -

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

PRE-FINA.C.T.TILE PAINTTILE PRE-FIN 10'-0"

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

PRE-FINA.C.T.TILE PAINTTILE PRE-FIN 10'-0"

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

PRE-FINA.C.T.RB PAINTS.C. SEALED 10'-0"

PRE-FINA.C.T.RB PAINTL.V.T. PRE-FIN 10'-0"

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

PRE-FINA.C.T.TILE PAINTTILE PRE-FIN 10'-0"

PRE-FINA.C.T.RB GYP. BOARD PAINTL.V.T. PRE-FIN 10'-0"

TILE TILEPRE-FIN

TILEPRE-FINTILE

TILE TILE M.R. GYP. BOARD PAINTPRE-FIN

PAINT

EX EXISTING TO REMAIN

ALL EXTERIOR DOORS AND WINDOWS TO

BE RATED FOR LARGE MISSILE IMPACT

PAINTED 1x6 TRIM

DOOR TRIM - INTERIOR

PAINTED 1x4 TRIM

PAINTED 1x BULLNOSE

W/ MITERED CORNERS

DOOR TRIM…

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 Jul 31, 2026.