Berrydale_VFD-_Full_Bid_Set.pdf

PDF 21 MB Posted Jun 17, 2025

Attached to: Berrydale Volunteer Fire Department Administrative Building
Solicitation number: 25-039
Issued by: Santa Rosa County, New Port Richey City, Florida

About this file

Written by GovTribe AI · Jul 1, 2025

This comprehensive set of architectural and engineering documents represents the complete bid set for a new administrative building for the Berrydale Volunteer Fire Department, located at 13000 Florida Highway 87 in Jay, Florida. The project involves constructing a 3,720 square foot facility on a 1.05-acre parcel, with design work completed by donofro Architects and engineering consultants including Watford Engineering Inc. and Southern Site & Utility Design, Inc. The architectural plans detail a modern fire department administration building featuring multiple functional spaces including offices, training rooms, bunkrooms, break room, restrooms, and support areas. The design incorporates specific considerations for fire department operational needs, accessibility requirements, and compliance with the 2023 Florida Building Code and NFPA 101 Life Safety Code.

The project site is zoned HCD (Highway Commercial District) and will require a variance to reduce the front setback from 50' to 15'. The site plan includes 8 total parking spaces (7 standard and 1 handicapped), with provisions for stormwater management, erosion control, and landscaping. The construction documents specify detailed requirements for structural elements, mechanical systems, electrical infrastructure, and plumbing, with careful attention to wind resistance (minimum 150 M.P.H. wind speed), energy efficiency, and building resilience. The estimated project budget is not explicitly stated in the documents, but the comprehensive nature of the plans suggests a significant capital investment for Santa Rosa County to upgrade the Berrydale Volunteer Fire Department's administrative facilities.

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Other files

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Berrydale_Volunteer_Fire_Department_Administrative_Building_(Addendum_#5_Revision).pdf	PDF	Jul 18, 2025
Berrydale_Volunteer_Fire_Department_Administrative_Building.pdf	PDF	Jun 19, 2025
2021-053_Energy_Forms_digitally_signed.pdf	PDF	Jun 17, 2025
13000_Hwy_87_Septic_Tank_Permit.pdf	PDF	Jun 17, 2025
Technical_Specs_All_sections.pdf	PDF	Jun 17, 2025

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donofro

137 N. ST. ANDREWS ST. SUITE 1

DOTHAN, ALABAMA 36303

334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

A NEW ADMINISTRATION BUILDING

FOR

BERRYDALE VFD

13000 FLORIDA HIGHWAY 87 JAY, FLORIDA

NOT TO SCALE

VICINITY MAP

NORTH

1. BUILDER SHALL USE ACCEPTED BEST PRACTICE CONSTRUCTION METHODS WHERE INSTRUCTIONS ARE INCOMPLETE AND SHALL OBTAIN THE PRIOR APPROVAL OF

THE OWNER, ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

2. BUILDER SHALL BRING ALL DISCOVERED CONDITIONS OR OTHER CONDITIONS WHICH ADVERSELY AFFECT THE DESIGN INTENT OR CONSTRUCTION COST TO THE ATTENTION OF THE OWNER OR ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. BUILDER SHALL RESOLVE ALL DISCREPANCIES AND CONFLICTS PRIOR TO UNDERTAKING THE WORK.

3. ALL WORK INDICATED IN THE PLANS IS INTENDED TO BE A COMPLETE AND WORKABLE STRUCTURAL SOUND AND WATERTIGHT SYSTEM IN ACCORDANCE WITH ALL PRODUCT SPECIFICATIONS, FIELD CONDITIONS, ACCEPTED CONSTRUCTION PRACTICE, ETC. ALL MISCELLANEOUS PARTS NECESSARY FOR THE PROPER EXECUTION OF THE WORK, WHETHER INDICATED OR NOT, ARE A PART OF THESE PLANS.

4. ALL WORK SHALL BE PERFORMED BY QUALIFIED SUB-CONTRACTORS IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND BEST PRACTICE CONSTRUCTION METHODS.

THE INDIVIDUAL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL CODES, LOCAL, STATE AND NATIONAL, AND SHALL SUBMIT ANY REQUIRED SHOP DRAWINGS REQUIRED BY THE LOCAL

JURISDICTION.

5. ALL PERMITS SHALL BE OBTAINED AND FEES PAID TO REGULATORY AGENCIES HAVING JURISDICTION PRIOR TO UNDERTAKING THE WORK.

6. PROPER LAYOUT AND EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE BUILDER. DEVIATIONS FROM THE DRAWINGS NOT APPROVED IN WRITING BY THE ARCHITECT SHALL BE THE RESPONSIBILITY OF

THE BUILDER.

7. BUILDER SHALL VERIFY ALL DIMENSIONS, WINDOW LOCATIONS, PLUMBING FIXTURE LOCATIONS, BATH AND KITCHEN ACCESSORIES LOCATIONS AND MOUNTING HEIGHTS, ELECTRICAL DEVICE LOCATIONS AND

HEIGHTS AND THE REQUIREMENTS OF INSTALLED ITEMS BEFORE CONSTRUCTION BEGINS.

8. ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE STATE AND LOCAL BUILDING CODES, INCLUDING:

A.) FBC 2023 8TH EDITION (VERIFY W/ CITY OF JAY FLORIDA.)

B.) NFPA 101(2020) OF THE LIFE SAFETY CODE

C.) APPLICABLE ORDINANCES OF SANTA ROSA COUNTY, FLORIDA AND CITY OF JAY, FLORIDA.

9. WINDOW SIZES SHOWN ARE NOMINAL. VERIFY ROUGH-IN SIZE PRIOR TO FRAMING OPENINGS. VERIFY WINDOW TYPE, OPERATION AND FINISH WITH CONTRACTOR AND SUPPLIER.

10. SEAL AROUND THE EXTERIOR FLANGE OF ALL WINDOWS AND DOORS WITH SELF-ADHERING FLASHING TAPE COMPATIBLE WITH BUILDING WRAP. FILL VOIDS AND CAVITIES AROUND FRAMES WITH INSULATION.

CAULK INTERIOR PERIMETER.

11. ISOLATE BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC ACTION.

12. ALL PREFABRICATED BUILDING ELEMENTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN STRICT ACCORDANCE WITH APPLICABLE CODES AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS.

REQUIRED BRACING, TEMPORARY AND PERMANENT, SHALL BE DESIGNED AND SHOWN ON ERECTION DRAWINGS PREPARED BY THE MANUFACTURER. THE METAL BUILDING MANUFACTURER SHALL COORD. HIS SHOP DRAWINGS WITH THE STRUCTURAL PLANS TO INCLUDE FRAME TYPE, BOLT PATTERNS, PLATE SIZES, ETC.

13. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. EXTERIOR WALL DIMENSIONS INCLUDE 5/8" MINIMUM SHEATHING WHERE FRAME WALLS OCCUR.

14. THE FOLLOWING MUST BE INSTALLED TO WITHSTAND A MINIMUM BASIC WIND SPEED OF 150 M.P.H., OR LOCAL JURISDICTION, AND REMAIN INTACT DURING SUCH A WIND SPEED:

A.) ALL WINDOWS, DOORS AND GLASS.

B.) ALL SIDING, SOFFITS, AND FASCIA.

C.) ALL ROOFING MATERIALS.

15. INSTALL IN-WALL BLOCKING TO SUPPORT INSTALLED ITEMS SUCH AS BATHROOM ACCESSORIES, CABINETS, PEG RAILS, HANDRAILS, ETC.

16. BUILDER IS RESPONSIBLE FOR SECURITY AT THE CONSTRUCTION SITE AND PUBLIC SAFETY THROUGHOUT THE CONSTRUCTION PROCESS UNTIL OCCUPANCY PERMIT IS ISSUED AND THE WORK IS ACCEPTED BY

THE OWNER AND ARCHITECT.

17. BUILDER IS RESPONSIBLE FOR STORM WATER RUN-OFF CONTROLS SUCH AS SILT FENCING, DAMS, SETTLING PONDS, ETC. TO MEET LOCAL JURISDICTION & STATE OF FLORIDA. SEE CIVIL DRAWINGS.

18. BUILDER SHALL TAKE ALL NECESSARY MEASURES AND PRECAUTIONS TO PREVENT DAMAGE TO ADJOINING PROPERTIES, NEIGHBORING FACILITIES AND IN-PLACE CONSTRUCTION SUCH AS ROADS, CURBS AND UTILITIES. BUILDER IS SOLELY RESPONSIBLE FOR REPAIRS AND CORRECTIVE ACTIONS FOR ANY DAMAGE CAUSED BY BUILDER'S OPERATIONS. BUILDER SHALL ADJUST OPERATIONS TO MINIMIZE DISRUPTIONS

TO ADJACENT PROPERTIES.

19. BUILDER SHALL PUT IN PLACE A PLAN FOR DEBRIS, TRASH AND RUBBISH CONTROL AND DISPOSAL THAT CONTAINS, REMOVES IN A TIMELY MANNER AND LEGALLY DISPOSES OF ALL CONSTRUCTION WASTE.

BURNING AND BURYING ON SITE ARE NOT PERMITTED WITHOUT SPECIAL AND SPECIFIC APPROVAL. SEE SPECIFICATIONS.

20. COORDINATE SANITARY, WATER AND POWER PRIMARY CONNECTIONS AND LINES. VERIFY GRADE ELEVATIONS AND PIPE INVERTS AND SLOPES.

GENERAL NOTES

INDEX TO DRAWINGS

T.1 TITLE SHEET, INDEX TO DRAWINGS, GENERAL NOTES, & VICINITY MAP01

REVISION DATE

ARCHITECTURAL

FLOOR PLAN & DETAILSA1.1

A1.2

SCHEDULES & DETAILS

WALL & BUILDING SECTIONS & DETAILSA2.1

A2.2

ELEVATIONS, 3D MODEL, & DETAILSA2.3

REFLECTED CEILING PLAN, ROOF PLAN, & DETAILS

A1.3 ADA GUIDLINES, ENLARGED PLANS, SCHEDULE & SECTION

02 D.1 DEMOLITION PLAN

A1.4 CABINET & WALL ELEVATIONS, & DETAILS

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ARCHITECTURAL

donofro Architects

Joseph R. Donofro, AIA 137 N. St. Andrews St. Ste. 1

Dothan, AL 36303 Ph: 334.793.3333

FL License: AR 91449

03 LSP.1 CODES, NOTES, LIFE SAFETY PLAN, & WALL DETAILS

ELEC, MECH, & PLMG

Watford Engineering Inc.

Anthony Davis, P.E.

4452 Clinton St

Marianna, FL 32446 Ph: 850.526.3447

FL License: PE 57419

STRUCTURAL & CIVIL

Southern Site & Utility Design, Inc.

Alan M. Miller, P.E.

6555 Caroline St Milton, FL 32570 Ph: 850.623.9493

FL License: PE 53577

T.1

TITLE SHEET,

INDEX TO

DRAWINGS,

GENERAL NOTES,

& VICINITY MAP

FESS IONAL ENG

ONY L. DAVISL

I C E N S E

F L O R I D A

No 57419

STATE OF

STRUCTURAL

FOUNDATION PLAN / STRUCTURALS-1.0

S-2.0 STRUCTURAL DETAILS / SECTIONS

MECHANICAL

HVAC LEGEND, SCHEDULES, & NOTESM001

M101 HVAC FLOOR PLAN

HVAC DETAILSM201

HVAC DETAILS

M202

17 HVAC FIRE PENETRATION DETAILSM301

ELECTRICAL

ELECTRICAL LEGEND, SCHEDULE, & NOTESE001

E002 ELECTRICAL POWER RISER

ELECTRICAL POWER PLANE10120

ELECTRICAL LIGHTING PLANE20121

PLUMBING

PLUMBING LEGEND, SCHEDULE, DETAILS, & NOTESP001

P002 PLUMBING SPECIFICATIONS

PLUMBING FLOOR PLANP10124

PLUMBING RISER DIAGRAMSP20125

1 JULY 22, 2024

SCALE:

DEMOLITION PLAN

3/16" = 1'-0"

16'-11" 14'-2" 14'-7"13'-3"

EMT

13'-6"

ICEFRIDGE

REC ROOM

STORAGE

(ABOVE)

12' X 10' ROLLING DOOR

SHOWER

HVAC

PULL-DOWN

STAIR

MEETING ROOM

CAPTAIN/

LIEUTENANT'S

OFFICE

CHIEF/

ASSISTANT CHIEF'S

OFFICE

LOCKERS

EXPOSED

CMU

29'-4"

SEPTIC TANK

BREAK ROOM

BATHROOM

BATHROOM ADMIN

OFFICE

COMMUNICATIONS

TOWER

ELECTRICAL

AC CONDENSER

CHAIN LINK FENCE

METAL PAVILION

PROPANE TANK

11'-4" HIGH

CMU WALLS

W/ WOOD TRUSSES

ABOVE

LOCKERS AND EQUIPMENT THIS WALL

TRUCK BAYS (4)

A/C

WINDOW UNIT

THRU WALL

A/C

WINDOW UNIT

THRU WALL

A /C

D O

W U

U W

GENERATOR

LEGEND:

CMU WALLS

DIMENSIONS ARE APPROXIMATE

CONTRACTOR TO FIELD VERIFY

NOTE:

EXISTING = 3,213 S.F.

106'-4"

EXISTING TRUCK BAY BUILDING TO REMAIN

WORK AREA

REMOVE

CONCRETE

SLAB

REMOVE EVERYTHING INSIDE

WORK AREA (DASHED LINE), AND

OTHER ITEMS AS NOTED ON THIS

DRAWING, OTHER DRAWINGS AND

IN THE SPECIFICATIONS.

SEE SPECIFICATION SECTION

01734 FOR ASBESTOS SURVEY

REPORT BY SES.

OWNER WILL REMOVE ALL

ITEMS THEY WANT TO RETAIN,

PRIOR TO CONSTRUCTION

SALVAGE PANELING

FOR NEW

MEMORY WALL

SALVAGE CAMERA

SYSTEM TO USE

IN NEW BUILDING

N N

O R

donofro

137 N. ST. ANDREWS ST. SUITE 1

DOTHAN, ALABAMA 36303

334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

D.1

DEMOLITION

PLAN

NOTE: REMOVE EXISTING

BUILDING TO INCLUDE

FOOTINGS & FOUNDATIONS.

CAP ALL SERVICES TO

BUILDING & COORDINATING

WITH MEP DESIGN DOCUMENTS

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CODE PLAN

1/8" = 1'-0"

K-2032

GREENWICHLAVATORYVITREOUS CHINA

K-2032GREENWICHLAVATORYVITREOUS CHINA

EGRESS DOOR

36" DOOR

32" CLEAR

EXIT CAPACITY:

160 PEOPLE

TRAINING ROOM

845 S.F.

BREAK ROOM

930 S.F.

SLEEPING

ROOMS (2 @ 156 S.F.)

312 S.F.

STORAGE/

UTILITY

OFFICE

OFFICERECEPTION

ENTRY

EXISTING TRUCK BAYS

'-0

L E

A R

NOTE:

STORAGE/UTILITY ROOM MUST BE CONSIDERED A

LIGHT HAZARD OCCUPANCY FOR A FIRE SPRINKLER

SYSTEM TO BE USED. FIRE LINE PRESSURES WILL NOT

SUPPORT AN ORDINARY HAZARD CLASSIFICATION

D R

N G

SSHOWER

MEN

WOMEN

EGRESS DOOR

36" DOOR

32" CLEAR

EXIT CAPACITY:

160 PEOPLE

EGRESS DOOR

36" DOOR

32" CLEAR

EXIT CAPACITY:

160 PEOPLE

EGRESS DOOR

36" DOOR

32" CLEAR

EXIT CAPACITY:

160 PEOPLE

OFFICE

FEC

ASSUMED PROPERTY LINE

1-HOUR WALL

NOTE:

1-HOUR WALL REQUIRES

2 LAYERS OF TYPE X

GYP. BD. ON THE INSIDE.

CONTINUE TO THE END

OF THIS WALL

3/4 HOUR

DOOR AND

FRAME

TO ROOF DECK

(M A

EGRESS

WINDOW

FEC MUST

NOT ENCROACH

ON 48"x48" DMC

48"x48" DMC

FE MUST NOT

ENCROACH INTO

DMC

FIRE SUPPRESSION SYSTEM

W/ FUEL SHUTOFF @

RANGE

8'-0"4'-3"8'-0"4'-4"

96"x24" TABLES

XL TWIN

BED SHOWN

38"x80"

FURNITURE LAYOUT

CONCEPTUAL

ACTUAL WILL VARY

PULL-DOWN STAIR TO

MECH. PLATFORM (ABOVE)

SERVICE

SINK

DOOR

CLOSER

DOOR CLOSER

EMS DESK

60"x30"

48"x58"

DMC

NEW FREE-STANDING

CANOPY CONNECTOR

2HR

1HR

1. 0CCUPANCIES (B) BUISNESS

FBC 8TH EDITION (2023) - BUILDING

FLORIDA BUILDING CODE (FBC) INFORMATION

4. FIRE RESISTANCE RATINGS: (TABLES 601, 705.5)

STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

EXTERIOR WALLS - FIRE SEPARATION (TABLE 705.5)

FLOOR CONSTRUCTION

0 HOUR

ROOF CONSTRUCTION

0 HOUR

TYPE (303.4):

ALLOWABLE AREAS: (TABLE 506.2)

ALLOWABLE HEIGHT (TABLE 504.3)

II-B (NO SPRINKLER REQ'D.)

75'

ALLOWABLE BUILDING HEIGHTS AND AREAS

3ALLOWABLE NO. OF STORIES (TABLE 504.4)

BUILDING PROPERTIES3.

10'-30' (TYPES IIB, VB) 0 HOUR

5. OCCUPANT LOAD (TABLE 1004.1.2)

BUILDING FOOTPRINT S.F.3,720

NO. OF STORIES 1

BUILDING HEIGHT 20'-3" +/-

1,377BUSINESS B

OCCUPANT LOAD 9

S.F.

PEOPLE

TOTAL OCCUPANT LOAD 117 PEOPLE

MEN = 58

PLUMBING FIXTURES (PER GROUP A REQUIREMENTS)6.

WATERCLOSETS REQUIRED (1 PER 75) 1

URINALS ALLOWED (67% - SEC. P419.2)

LAVATORIES (1 PER 200) 1

WOMEN = 58

LAVATORIES (1 PER 200) 1

1WATERCLOSETS REQUIRED (1 PER 75)

2023 FLORIDA BUILDING CODE - CHAPTER 29

FIXTURE REQUIREMENTS PER TABLE 2902.1 REQUIRED

OCCUPANT LOAD FACTOR (S.F./PERSON)

PROVIDED

0 0

MIXED USE AND OCCUPANCY (SECTION 508)

NON-SEPARATED OCCUPANCIES (508.3)

312RESIDENTIAL R-3 (ACCESSORY TO A) S.F.

< 5 (TYPES IIB) 1 HOUR

ALLOWABLE ROOF PROJECTIONS (705.2)

FSD 5' OR GREATER: 40" MINIMUM DISTANCE FROM FSD LINE

TRAINING ROOM (CLASSROOM) 845

S.F.

PEOPLEOCCUPANT LOAD

OCCUPANT LOAD FACTOR (S.F./PERSON)

3,464TOTAL NET BUILDING AREA S.F.

BREAK ROOM 930

S.F.

PEOPLEOCCUPANT LOAD

OCCUPANT LOAD FACTOR (S.F./PERSON) UNCONCENTRATED

4 PEOPLEOCCUPANT LOAD - ACTUAL MAXIMUM

* TRAINING ROOM - (B) IBC 2021 SECTION 304

38,000 S.F.

(OFFICES, RESTROOMS, STORAGE, LOBBY)

DRINKING FOUNTAIN

SERVICE SINK

1 1 1 1

* OFFICES/RECEPTION - (B) IBC 2021 SECTION 304

* LOBBY - (B) IBC 2021 SECTION 304

* LBREAKROM & KITCHEN- (B) IBC 2021 SECTION 304

OCCUPANCY LOAD GREATER THAN 49 (A2) IBC SECTION 303.3

* BUNKROOMS (R2)(LIVE/WORK/DORMITORY) IBC 2021

* TRUCK BAYS (S2) IBC 2021 SECTION 311.3

FIRE SEPERATE THE BUNKROOMS INTO SEPERATE FIRE AREAS WITH

A 2-HOUR FIREWALL AND PROVIDE AN EXTERIOR DOOR FROM EACH

BUNKROOM LEADING DIRECTLY TO THE EXTERIOR. THE INTERIOR

BUNKROOM DOORS SHALL BE FIRE RATED FOR A 2-HOUR FIREWALL

WITH SELF CLOSURES.

SECTION 310.3

CODE REVIEW

ARCHITECTURAL DRAWING LIST

A1.1

A2.3

FLOOR PLAN & DETAILS

REFLECTED CEILING & ROOF PLAN & DETAILS A2.2

A1.3

SCHEDULES & DETAILS A1.2

ELEVATIONS, 3D MODEL, & DETAILS

A1.4 CABINET & WALL ELEVATIONS, & DETAILS

A2.1 WALL & BUILDING SECTIONS & DETAILS

ADA GUIDLINES, ENLARGED PLANS, SCHEDULE & SECTION

LSP.1 CODES, NOTES, LIFE SAFETY PLAN, & WALL DETAILS

D.1 DEMOLITION PLAN STHTRHGFSDB

GENERAL NOTES

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS, INCLUDING

ACTUAL SIZES OF ALL BUILDING ELEMENTS, EQUIPMENT, FIXTURES, ETC. PRIOR TO

AND DURING CONSTRUCTION. ANY DISCREPANCIES AND/OR OMISSIONS SHALL BE

REPORTED IMMEDIATELY TO THE OWNER FOR CLARIFICATION AND/OR CORRECTION

BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY

FOR ERRORS THAT ARE NOT REPORTED.

DIMENSIONS NOTED AS "CLEAR" OR "CLR" TO BE FINAL MINIMUM DIMENSIONS

BETWEEN FINISHES. DIMENSIONS NOTED AS "+/-" MAY VARY DEPENDING ON

EXISTING CONDITIONS. NOTIFY OWNER IF "+/-" DIMENSIONS VARY

SIGNIFICANTLY FROM DRAWINGS

FLORIDA BUILDING CODE 8TH EDITION (2023) - BUILDING

FLORIDA BUILDING CODE 8TH EDITION (2023) - EXISTING BUILDING

FLORIDA BUILDING CODE 8TH EDITION (2023) - ACCESSIBILITY

FLORIDA BUILDING CODE 8TH EDITION (2023) - PLUMBING

FLORIDA BUILDING CODE 8TH EDITION (2023) - MECHANICAL

2017 NATIONAL ELECTRICAL CODE

FLORIDA FIRE PREVENTION CODE - 8TH EDITION (2023), NFPA 101

ALL DIMENSIONS SHOULD BE READ OR CALCULATED, NEVER SCALED.2.

CODES USED:

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND

SUB-CONTRACTORS TO ASSURE THAT ALL CONSTRUCTION IS BUILT IN

STRICT COMPLIANCE WITH ALL GOVERNING CODES.

WHILE EVERY EFFORT IS MADE TO ASSURE THE DRAWINGS AND

SPECIFICATIONS ARE IN COMPLIANCE WITH ALL APPLICABLE LAWS AND CODES,

IT IS ALSO THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,

SUBCONTRACTORS, MANUFACTURERS, AND SUPPLIERS TO BE KNOWLEDGEABLE

OF AND ADHERE TO ALL REQUIRED CODES, AND NOTIFY THE SANTA ROSA

COUNTY PROJECT MANAGER OF ANY DISCREPANCIES OR ITEMS THAT ARE NOT

IN COMPLIANCE WITH THE CODES IN THE DRAWINGS OR SPECIFICATIONS,

PRIOR TO CONSTRUCTION, FOR CORRECTION OR DISCUSSION.

ABOVE FINISHED FLOORA.F.F.

CLR CLEAR

GYP.BD. GYPSUM BOARD (DRYWALL)

UNLESS NOTED OTHERWISE

SUSPENDED ACOUSTICAL CEILINGS.A.C.

U.N.O.

STANDARD ABBREVIATIONS

TOP OFT.O.

QUANTITYQTY

MANUFACTURERMANUF

MAXIMUMMAX

MINIMUMMIN

PLASTIC LAMINATEPLAM

NOT TO SCALEN.T.S.

DMC DOOR MANEUVERING CLEARANCE

BOTTOM OFB.O.

HOLLOW METALHM

G.C. GENERAL CONTRACTOR

TONGUE AND GROOVET&G

CFS CLEAR FLOOR SPACE

(ACCESSIBILITY REQUIREMENT)

STEELSTL

EWC ELECTRIC WATER COOLER

PRESSURE TREATEDP.T.

FE FIRE EXTINGUISHER

AIR INFILTRATION BARRIERA.I.B.

MOISTURE-RESISTANT GYP. BD.MRGB

DRAWING SYMBOLS:

IS LOCATED

SHEET WHERE ELEV.

ELEVATION

IS LOCATED

SHEET WHERE SECTION

SECTION NUMBER

IS LOCATED

SHEET WHERE DETAIL

DETAIL NUMBER

CMU

METAL

INSULATION

RIGID

INSULATION

BATT

PLYWOOD

WOOD

FINISHED

WOOD

STRUCTURAL

PLASTER

POURED

CONCRETE

FILL

EARTH OR

WINDOW TYPEB

WINDOW

102A DOOR LETTER

ROOM WHERE

DOOR IS

LOCATED

TRUENORTH

N N

O R

SCALE:

NEW SIGNAGE

3" = 1'-0"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

O G

S 6"

M (F

A C

.6 .1

ACCESSIBLE

EXIT

A .F

PROVIDE 1

EXIT SIGN @

LATCH SIDE

OF EACH

EGRESS

DOOR

OPTIONAL EXIT

(SPACE ALLOWING)

SHOWER

MECHANICAL

PLATFORM

435 S.F.

PULL-DOWN

STAIRS

WALLS (BELOW)

SCALE:

MECHANICAL

PLATFORM

1/8" = 1'-0"

N N

O R

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137 N. ST. ANDREWS ST. SUITE 1

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ISSUED FOR:

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LICENSE NO.

PROJECT

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JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

LSP.1.1

UL #419 2 HR RATED ASSEMBLY -

CODES, NOTES,

LIFE SAFETY

PLAN, & WALL

DETAILS

TO UNDERSIDE OF DECK

NEW FLOOR PLAN

3/16" = 1'-0"

COVERED

ENTRY

'-0

L E

A R

K-2032GREENWICHLAVATORYVITREOUS CHINA

6'-7"

5'-0"

CLR

4'-6"

CLR

FRIDGE

W D

COMMUNICATIONS

TOWER

ELECTRICAL

LOCKERS AND EQUIPMENT THIS WALL

TRUCK BAYS (4)

GENERATOR

20'-0"

26'-0" 26'-0"10'-0"

LOBBY

9'0"

114B

RECEPTION

9'0"

OFFICE

9'0"

OFFICE

9'0"

OFFICE

9'0"

EMT

BUNKROOM

8'0"

VFD

BUNKROOM

8'0"

BREAKROOM

9'6"

WARMING

KITCHEN

9'6"

STORAGE/

UTILITY

9'0"

SHOWER

8'0"

WOMEN

8'0"

MEN

8'0" D R

N G

12'-2 3/8" 3 5/8"

12'-2 3/8"

E6 E6

6"9 5/8" 12'-2 3/8" 3 5/8"

12'-2 3/8"6"

9 5/8"

6'-0" 3'-0"

6'-0"

6'-0"3'-0"6'-0" 3'-0"

1 2 3 4

62'-0"

21'-0" 20'-0" 21'-0"

8'-2"

3 5/8"

20'-0" 15'-1 1/4" 3 5/8"3 5/8"

24'-8 3/8"

112A

8'-9 1/2"

105A

103A

111A

107A

108A

109A

106A

110B

24"

9 5/8"

24"

9 5/8"

FEC

24" SHELVES

(SHOWN)

20"

3 5/8"

G1 G1

TRAINING ROOM

9'6"

FE 12

PLATFORM (ABOVE)

3'-0"

PULL-DOWN METAL STAIR TO

MECHANICAL PLATFORM -

VERIFY LOCATION

1-HOUR FIRE RATED WALL

2-LAYERS OF GYP. BD.

THIS SIDE - SEE DETAIL A1.1

BREAKER

PANEL

COMM

BOARD

3'-0"

CLR

16" WIDE SHELVES

SERVICE

SINK

A3.2

WASHER/DRYER N.I.C.

FUTURE BY OWNER

ALL CONNECTIONS PROVIDED

BY CONTRACTOR

SHOWN SIZES 27"W X 31"D

BULKHEAD (ABOVE)

BULKHEAD

(ABOVE)

SEE CODE PLAN FOR

PROPOSED FURNITURE

LAYOUTS

CORRIDOR

101A

8'6"

MEMORY

WALL

EMS

FRIDGE

N.I.C.

5'X5' (MIN)

CONCRETE

PAD

5'X5' (MIN)

CONCRETE

PAD

6'-0"FREESTANDING METAL CANOPY SYSTEM

BETWEEN BUILDINGS. NO CONNECTION

TO OR FLASHING @ BUILDING WALLS.

4 COLUMNS, 3" METAL PAN ROOF,

GUTTER AND DOWNSPOUT(S) SOUTH

SIDE. TRIM AS REQ'D FOR FINISHED

JOB.

EXISTING

TO REMAIN

1HR SEPERATION

WALL

90 M. DOOR

ASSEMBLIES

UL #419

2 HR. ASSEMBLY +

TO UNDERSIDE OF DECK/SEAL

1HR.

1HR SEPERATION

WALL

1HR SEPERATION

WALL

1HR SEPERATION

WALL

1HR SEPERATION

WALL

90 M. DOOR

ASSEMBLIES

90 M. DOOR

ASSEMBLIES

N N

O R

EXTERIOR WALL TYPE

6" METAL STUDS @

16" O.C. TO FLOOR OR

ROOF DECK ABOVE

5/8" GYP. BD.

EACH SIDE

R-19 BATT

INSULATION

7 1/4"

5/8" GYP. BD.

BRICK WAINSCOT

8" FLUSH GIRTS

VINYL FACED R-19 INSUL.

BY MBM

PREFIN. MTL. WALL PANEL

BY MBM

1 1/2" FURRING CHANNELS

@ 24" O.C.

INTERIOR WALL TYPES

R-11 BATT

INSULATION

3-5/8" METAL STUDS @

16" O.C. TO ABOVE

CEILING

5/8" GYP. BD.

EACH SIDE

4 7/8"

PLUMBING WALL

TYPICAL INTERIOR WALLS,

U.N.O.

10 1/8"

10 3/4"ALTERNATE #1:

(BELOW)

UL W404

SEE A1.1

5/8" GYP. BD.

R-19 BATT INSULATION

PREFINISHED METAL WALL PANEL

BY MBM

6" MTL. STUDS

@ 16" O.C.

HORIZONTAL METAL STRAPPING

OR FURRING

TYPICAL EXTERIOR WALLS,

U.N.O.

CPT CARPET - 24"x24" SQUARES

VINYL COMPOSITION TILEPAINTED

GYPSUM BOARD

RUBBER COVE BASE

SAC

PNT

RBR

VCT

ROOM FINISH NOTES

SUSPENDED ACOUSTICAL

CEILING

MRGB

EXP EXPOSED

CERAMIC TILECT

CONC CONCRETE - SEALED

CHANGE IN FLOORING MATERIALS SHALL OCCUR UNDER DOORS, U.N.O.

MOISTURE RESISTANT GYP. BD.

PLAM PREFINISHED LAMINATE

ROOM FINISH SCHEDULE LEGEND

STAINED CONCRETE, SEALEDSC

LAMINATED VINYL PLANKLVP

SC STAINED CONCRETE

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR FINISH FLOOR BASE WALL MAT'L WALL FINISH CLG MAT'L CLG HT REMARKS

101 LOBBY LVP RBR GB PNT SAC 9'0"

101A CORRIDOR LVP RBR GB PNT SAC 8'6" SEE MEMORY WALL

102 RECEPTION LVP RBR GB PNT SAC 9'0" SEE MEMORY WALL

103 OFFICE LVP RBR GB PNT SAC 9'0"

104 OFFICE LVP RBR GB PNT SAC 9'0"

105 OFFICE LVP RBR GB PNT SAC 9'0"

106 TRAINING ROOM LVP RBR GB PNT SAC 9'6"

107 MEN PT PT MRGB PNT SAC 8'0"

108 WOMEN PT PT MRGB PNT SAC 8'0"

109 SHOWER PT PT MRGB PNT SAC 8'0"

110 STORAGE/UTILITY ROOM SC RBR GB PNT SAC 9'0"

111 BREAKROOM SC RBR GB PNT SAC 9'6"

112 WARMING KITCHEN SC RBR GB PNT SAC 9'6"

113 VFD BUNKROOM LVP RBR GB PNT SAC 8'0"

114 EMT BUNKROOM LVP RBR GB PNT SAC 8'0"

UTILITY

(BELOW)

ENTRY

(BELOW)

SHOWER

(BELOW)

RESTROOM

(BELOW)

TRAINING

(BELOW)

BREAK

ROOM

(BELOW)

15'-8 1/2"

MAIN

FRAME

(ABOVE)

MAIN

FRAME

(ABOVE)

MECHANICAL

PLATFORM

PULL-DOWN STAIR

SEE

MECHANICAL

AND

PLUMBING

DRAWINGS

FOR

EQUIPMENT

LAYOUTS &

CONDENSATE

DRAINS

APPLY (1) LAYER

GRACE ICE/WATER

SHIELD OR 40 MIL

TPO MEMBRANE TO

DECKING - TURN UP

4" ALL EDGE

SCALE:

MECHANICAL PLATFORM

3/16" = 1'-0"

N N

O R

SCALE:

FLOORING TRANSITIONS

N.T.S.

CARPET / HARD TILE

DIRECT GLUE

APPLICATION

2" W. X 1/2" HT. BEVELED

MARBLE THRESHOLD @ DOOR

WAYS HARD TILE THIN-SET

APPLICATION (REVIEW PLANS

FOR SLOPING CONDITIONS)

VCT / CARPET

CONCRETE / VCT

CONCRETE / CARPET

RESILIENT STRIP (BULLNOSE

PROFILE)

RESILIENT STRIP

DIRECT GLUE APPLICATION

RESILIENT STRIP

DIRECT GLUE APPLICATION

SCALE:

FIRE EXTINGUISHER CABINET DETAIL

1" = 1'-0"

TYPICAL EXTINGUISHER

10 LB. ABC RATING

GLASS FRONT

PLAN

SECTION HINGED DOOR

SEE FLOOR PLANS FOR

WALL CONSTRUCTION

MAX. PER

CODE

GYP. BD.

SEE CODE PLAN

FOR LOCATIONS

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

SEMI-RECESSED FIRE

SEE FLOOR PLANS FOR WALL

CONSTRUCTION

M A

X T

O F

E H

A N

PREFINISHED METAL

WALL PANEL

8" FLUSH GIRTS

5/8" GYP. BD.

METAL STUD

NAILERS

WALL FURRING

INSULATION

NOT SHOWN

FOR CLARITY

METAL

FURRING

VERIFY

E W

FURR AND WRAP

EXPOSED BEAM

ABOVE TO S.A.C.

SCALE:

COLUMN FURRING

3/16" = 1'-0" donofro

137 N. ST. ANDREWS ST. SUITE 1

DOTHAN, ALABAMA 36303

334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

A1.1

FLOOR PLAN &

DETAILS

ALUM. WINDOW

SHIM

SEALANT (TYP.)

BY GLASS CONTR.

PREFINISHED

JAMB TRIM

BY MBM

PREFINISHED

METAL PANEL

BATT INSULATION

5/8" GYP. BOARD

ON METAL FURRING

STRIPS

8" STL. CHANNEL

FRAMED OPENING

BY MBM

ALUM. WINDOW SET

IN SEALANT

8" STL. CHANNEL

FRAMED OPENING

BY MBM

5/8" GYP. BOARD

ON METAL FURRING

STRIPS

BATT INSULATION

SILL FLASHING SET

IN SEALANT BY

GLASS CONTRACTOR

PREFINISHED

METAL PANEL

SILL PAN OR FLASHING

BRICK WAINSCOT

BRICK SILL

METAL ANCHOR

FLASHING AND

WEEP HOLES

SEALANT

BATT INSULATION

PREFINISHED METAL

WALL PANELS

PREFINISHED "L"

HEAD TRIM W/

CLOSURE BY MBM

SEALANT BY PAINT

CONTR. (TYP.)

GALV. HOLLOW MTL.

FRAME W/

ADJUSTABLE

ANCHORS

5/8" GYP. BOARD

ON 1-1/2"

FURRING CHANNELS

8" STL. CHANNEL

FRAMED OPENING

BY MBM

SEALANT (TYP.)

10 1/8"NOTE:

10-3/4" @

1-HOUR WALL

5/8" GYP. BOARD

ON 1-1/2"

FURRING CHANNELS

8" STL. CHANNEL

FRAMED OPENING

BY MBM

SEALANT (TYP.)

GALV. HOLLOW MTL.

FRAME W/ ADJUSTABLE

ANCHORS

SEALANT BY PAINT

CONTR. (TYP.)

PREFINISHED MTL

WALL PANELS

J TRIM BY MBM

10 1/8"NOTE:

10-3/4" @

1-HOUR WALL

U F.

STRIKE

'-8

U F.

"±1

'-2

U F. 4

'-0

U F.

TYP. WALL SYSTEM @

OPENINGS (UNLESS

NOTED OTHERWISE)

CR CHANNEL

TIE

WIRE

HINGE LOCATIONS (3)

JAMB ANCHOR CLIP(S)

(16 GA. MIN.)

FIN. FL.

STOP

CR RUNNER

DBL. MTL

STUDS

CR RUNNER

LOCATE JAMB

CLIPS EQ.

EA. SIDE

DBL. ST

STUDS

OUTLINE OF

DOOR FRAME

CR RUNNER

FLOOR ANCHOR

CLIP(S) EA. SIDE.

SECURE W. TWO

SCREW FASTENERS,

TYP.

KD FRAME

(7'-0" HT. DOOR)

NOTE:

RE: STRUCTURAL

PLAN FOR

ADDITIONAL

INFORMATION

SCALE:

ALUMINUM WINDOW JAMB

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

SCALE:

ALUMINUM WINDOW SILL

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

SCALE:

EXTERIOR H.M. DOOR HEAD

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

SCALE:

EXTERIOR H.M. DOOR JAMB

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

METAL STUD WALL

SEE WALL TYPES

ON FLOOR PLAN

ONE LAYER 5/8"

GWB EACH SIDE

SEE DOOR

SCHEDULE FOR

DOOR TYPE

TWO 20 GA.

METAL STUDS

HM FRAME

4 7/8" (3-5/8" STUD WALL)

7 1/4" (6" STUD WALL)

2x NAILER (OPTION)

FULL THICK

ACOUSTICAL BATTS

INSULATION

SCALE:

INTERIOR HM DOOR JAMBS

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

SCALE:

DOOR FRAMING DETAIL

1/2" = 1'-0"

BATT INSULATION

5/8" GYP. BOARD

ON METAL FURRING

STRIPS

8" STL. CHANNEL

FRAMED OPENING

BY MBM

ALUM. WINDOW F.R. WOOD SHIM BY

GLASS CONTRACTOR

SEALANT BY GLASS

CONTR. (TYP.)

PREFINISHED

METAL PANEL

PREFINISHED "L"

TRIM W/ CLOSURE

BY MBM

SCALE:

ALUMINUM WINDOW HEAD

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

JAMB FLASHING

HEAD AND SILL FLASHING

22 GAUGE BREAK METAL

COLOR: BRONZE

22 GAUGE BREAK METAL

5/8" HEM

2-1/2"

1-1/4"

2-1/2"

1-1/4"

MBM PANEL

THICKNESS

MBM PANEL

THICKNESS

SCALE:

WINDOW FLASHING BY MBM

HALF-SIZE

TYPE

STYLE

SCALE: 1/4" = 1'-0"

DOOR TYPES

FLUSH

SCALE: 1/4" = 1'-0"

WINDOW TYPES

ALUMINUM

EXTERIOR, SINGLE-HUNG

ATYPE

IMPACT

GLASS

FULL GLASS

IMPACT GLASS

CLEAR GLASS

SCALE: 1/4" = 1'-0"

FRAME TYPES

TYPE 2

3'-0"

OPENING

HM, PAINTED

INTERIOR

3'-0"

OPENING

EXTERIOR

HM, PAINTED

ENTRY

3'-0"

NARROW LITE

PAINT

WINDOW FRAME

TO MATCH DOOR

FRAME COLOR

7"x33" (OR

MANUFACTURER'S

STANDARD)

TEMPERED GLASS

A .F

FINISHED

FLOOR TO

GLASS

LITE

(NOT TO

FRAME)

(FAC 404.2.11)

ALLOW FOR

DOOR

UNDERCUT

ALL EXTERIOR GLASS TO BE

IMPACT RESISTANT

ALUMINUM

EXTERIOR, FIXED

BTYPE

IMPACT

GLASS

3'-0"

6'-0"

3'-0"

MEDIUM OR

WIDE STILE

VERIFY WITH

LOCKSET SIZE

6'-0" @

DOOR 111A

N.T.S.

LOW E

DOOR LEGEND

DOOR NUMBER

DOOR SCHEDULE NOTES

6" MIN. FROM DOOR OPENING

CLEAR TO WALL, UNO

NOTE: 4" REQUIRED AT SOME

DOORS AS NOTED ON THE

DRAWINGS

PUSH SIDE:

1'-0" CLEAR MIN. FRONT

APPROACH VERIFY

REQUIRED DMC

PULL SIDE:

1'-6" CLEAR MIN. FRONT

APPROACH VERIFY

REQUIRED DMC

ALL EXTERIOR METAL DOORS SHALL BE INSULATED.

DOOR SCHEDULE

DOOR # SIZE TYPE MAT'L FRAME TYPE GLASS SIZE JAMB DTL. REMARKS

101A 3'0"x7'0" FG HM 3 FULL 7/A3.2 INSULATED EXT. DOOR, CLOSER 103A 3'0"x7'0"x1-3/4" NL HM 2 ADA COMPLIANT 10/A3.2 - 104A 3'0"x7'0"x1-3/4" NL HM 2 ADA COMPLIANT 10/A3.2 - 105A 3'0"x7'0"x1-3/4" NL HM 2 ADA COMPLIANT 10/A3.2 - 106A 3'0"x7'0"x1-3/4" NL HM 2 ADA COMPLIANT 10/A3.2 - 106B 3'0"x7'0"x1-3/4" NL HM 1 ADA COMPLIANT 7/A3.2 20 MIN. DOOR/FRAME, INSULATED EXT. DOOR, CLOSER 107A 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 - 108A 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 - 109A 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 - 110A 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 CLOSER 110B 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 CLOSER 111A 3'0"x7'0"x1-3/4" (PAIR) NL HM 2 ADA COMPLIANT 10/A3.2 - 112A 3'0"x7'0"x1-3/4" NL HM 1 ADA COMPLIANT 7/A3.2 INSULATED EXT. DOOR, CLOSER 113A 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 114A 3'0"x7'0"x1-3/4" F HM 2 - 10/A3.2 1-1/2 HR. RATED 114B 3'0"x7'0"x1-3/4" NL HM 1 ADA COMPLIANT 7/A3.2 INSULATED EXT. DOOR, CLOSER

1-1/2 HR. RATED

113B 3'0"x7'0"x1-3/4" FG HM 1 FULL 7/A3.2 INSULATED EXT. DOOR, CLOSER

48x48 DM C x4

4'-10"

5' -0

/2 x4

1'-6"

54x60

DMC

NOTE:

MEMORY WALL

MAY NOT

ENCROACH ON

DOOR DMC

SCALE:

OFFICE ALCOVE FRAMING

3/8" = 1'-0"

METAL STUD WALL

2-LAYERS TYPE X GYP.

BD. TO BE CONTINUOUS

@ INTERSECTING WALLS

1-HOUR RATED

EXTERIOR WALL

SCALE:

WALL @ RATED WALL DETAIL

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

DOOR HARDWARE

EXTERIOR DOORS

NOTES:

MORTISE LEVER LOCKSET, KEYPAD OUTSIDE, CLOSER

ALL OTHER DOORS

CYLINDRICAL PASSAGE LEVER LATCH (NO LOCK)

THE UNLATCHING OF ANY DOOR SHALL NOT REQUIRE

MORE THAN ONE OPERATION (FBC 1010.1.9.5).

INTERIOR OFFICE AND BUNKROOM DOORS

CYLINDRICAL KEY LOCK OUTSIDE, PUSH BUTTON INSIDE

ALL HARDWARE AND INSTALLATIONS TO BE COMPLIANT

WITH ALL FLORIDA ACCESSIBILITY CODE STANDARDS,

INCLUDING CHAPTER 309.

RESTROOMS AND SHOWER

CYLINDRICAL PRIVACY LOCK, PUSH BUTTON INSIDE

CLOSERS

ALL EXTERIOR DOORS, STORAGE/UTILITY ROOM DOORS

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION, AND

COMPLETE DOOR HARDWARE LIST

donofro

137 N. ST. ANDREWS ST. SUITE 1

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334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

A1.2

SCHEDULES &

DETAILS

http://www.autodsys.com

K-2032GREENWICHLAVATORYVITREOUS CHINA

60"x54" DMC 48"x48"

DMC

60"x59"

CFS

30"x48"

CFS

60"x54"

DMC

GB42

GB36

SD TD

WR1

1A A4.2

1B A4.2

1C A4.2

1D A4.2

1G A4.2

1F A4.2

1E A4.2

1H A4.2

1K A4.2

1J A4.2

1M A4.2

1L A4.2

48"x30"

CFS

48"x48"

DMC

36"x36"

ACCESSIBLE

SHOWER

GB42

GB36

SD TD

WR1

5'-2"

CLR

SHOWER

9'-6"

WOMEN

9'-6"

MEN

9'-6"

48x58

DMC

WASHER AND

DRYER BY OTHERS

CONNECTIONS BY

CONTRACTOR

LEGEND:

T1 ACCESSORY/FIXTURE TAG

SEE SCHEDULE

FOR INFORMATION

SCALE:

ACCESSIBILITY STANDARDS

3/8" = 1'-0"

" M

U M

E B

W L

A V

-1 /2

4" M

A X

T O

P O

F S

CONTRACTOR TO PROVIDE SOLID BLOCKING AND REQUIRED ATTACHMENT FOR ALL ACCESSORIES AND FIXTURES.

THESE STANDARDS SHOW CODE REQUIRED CLEARANCES. SEE PLANS AND INTERIOR ELEVATIONS FOR ACTUAL FIXTURE AND ACCESSORY LOCATIONS.

CONSULT MANUFACTURER INSTALLATION INSTRUCTIONS FOR REQUIRED ATTACHMENT.

6. MINIMUM MANEUVERING CLEARANCES AT DOORS MUST BE MAINTAINED.

INSULATE

ALL PIPES

BELOW SINK

(TYP.)

7. ACTUAL ACCESSORIES MAY VARY FROM THOSE SHOWN.

3. INSTALLED DIMENSIONS CAN NOT BE GREATER THAN THE MAXIMUM OR LESS THAN THE MINIMUM DIMENSIONS SHOWN.

NOTES:

WALL-HUNG SINK

12"

TOILET PAPER

DISPENSER

G R

A B

B A

36" GRAB BAR

7-9"

" C

R M

U M

61"

(60" CLEAR MINIMUM)

30"x48"

CLEAR SPACE

@ LAV AND

URINALS

60"x56"

CLEAR SPACE

@ WC

MAINTAIN 12" MIN. CLEARANCE

ABOVE GRAB BAR

MAINTAIN CLEAR SPACE

AROUND GRAB BARS

ADA, FBC 609.3

1-1/2" MINIMUM SIDES AND

BELOW BAR

12" MINIMUM ABOVE BAR

CENTERLINE OF TOILET

18" MAXIMUM (16" MINIMUM)

GRAB BAR CLEAR SPACE

1-1/2" MIN

LC15

36"

GRAB BAR

24"12"

" M

U M

M A

U M

T O

P O

F B

A R

42" GRAB BAR

54"

CENTERLINE

OF DISPENSER

END WALL GRAB BARS

ACCESSIBLE TOILET

SIDE WALL GRAB BAR

ACCESSIBLE TOILET

18" MAX.

(16" MIN.)

CL WC

REAR WALL SIDE WALL

FRONT OF TOILET

MAINTAIN 1 1/2" MIN.

CLEARANCE BELOW

GRAB BAR

" M

A X

T O

P O

F S

O N

E R

O P

O F

O P

E N

T A

BABY CHANGING STATION

NOTE: TOP OF TABLE TO

BE MEASURED IN OPEN

POSITION WITHOUT A

LOAD APPLIED

SIDE VIEW

ALL FIXTURES AND ACCESSORIES TO BE COMPLIANT WITH THE 2023 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION.2

18" x 36" MIRROR

CENTER ON LAV

-1 /2

0" M

A X

B O

M O

F M

O R

C E

NOTE:

IF ACCESSIBLE UNIT IS ON

AN OPEN WALL, MAINTAIN

EXACTLY 27" CLEAR BELOW

THE LOWER UNIT AND

PROVIDE AN APRON TO THE

UPPER UNIT TO COMPLY

WITH 27" PROTRUDING

OBJECT DETECTION.

(SEE IMAGE ABOVE)

WALL-MOUNT

-1

FIRE

EXTINGUISHER

M A

HEIGHT REQUIRED

FOR PROTRUDING

OBJECT DETECTION

M A

. H A

N D

CABINET

FIRE EXTINGUISHERS

SEMI-RECESSED CABINET

LESS THAN 4" PROTRUDING FROM WALL

IMAGE PROVIDED BY ELKAY

T O

R B

F O

U N

DRINKING FOUNTAIN APRON

FOR HIGH-SIDE ON

EXPOSED WALLS

17"-19"

" FINISH FLOOR

ACCESSIBLE

DRINKING FOUNTAIN

(EQUIPMENT PERMITTED IN SHADED AREA)

M A

HIGH DRINKING

FOUNTAIN

O R

E H

H T

NOTE: FLUSH HANDLE

ON OPEN (NOT WALL) SIDE

A R

D E

36" CLEAR

INSIDE

GRAB BAR

CONTROL

AND SHOWER

HEAD

FOLDING SEAT

FBC ACCESSIBILITY CODE - SECTION 608 SHOWER COMPARTMENTS

TRANSFER TYPE SHOWER COMPARTMENT

SEAT WALL

BACK

WALL

CONTROL WALL

G R

A B

B A

18"

34"

A X

15"

MAX.

BACK WALL CONTROL WALL

PLAN VIEW

M A

SEAT

GRAB BAR

1.5" MAX 3" MAX

SEAT WALL

C O

K W

SEAT

RECTANGULAR SEAT

FIGURE 610.3.1

FIGURE 608.5.1

FIGURE 608.3.1

BACK

WALL

COMPARTMENT

ENTRY

SEAT

WALL

CONTROL

WALL

1/2" MAX

THRESHOLD

CONTROL

AREA

18"

SHOWER

SPRAY

59" MIN.

LONG HOSE

GRAB BAR

T O

P O

F B

A R

BOTTLE FILLER NOT SHOWN

EXACT GRAB BAR DIMENSIONS REQUIRED.

CONTRACTOR'S OPTION: USE 6" LONGER GRAB BARS (42" REAR, 48" SIDE) AND INSTALL 3" CLOSER TO SIDE AND REAR WALLS TO PROVIDE ADDITIONAL DIMENSIONAL TOLERANCES, OR IF EXACT DIMENSIONS SHOWN HERE CAN NOT BE ACHIEVED. VERIFY FINAL DIMENSIONS.

(4 8"

M A

U M

RESTROOM

(4 8"

M A

U M

SOAP

DISPENSER

O F

C O

O L

O F

C O

O L

M A

B A

S E

E O

W E

S T

10"

(9" MIN)

DOOR - LATCH SIDE

CENTERLINE OF

SIGN TO DOOR

OPTION:

SIGN

CENTERED

ON PUSH

SIDE OF

DOOR. SEE

PLAN FOR

LOCATION

(4 8"

M A

O P

O F

P O

S A

L O

P E

SANITARY NAPKIN

DISPOSAL

TOWEL

DISPENSER

ACCESSIBLE

RESTROOM SIGNS

RESTROOM

NOTE:

SANITARY NAPKIN

DISPOSAL 2" UNDER

GRAB BAR

WILL BE LOWER

WASTE

RECEPTACLE

OPTION:

WASTE RECEPTABLE

UNDER TD

SEE DRAWINGS FOR LOCATIONS

M A

COAT

HOOK

RECTANGULAR

OR L-SHAPED

PER CODE

NOTE:

VERIFY EXISTING

CONDITIONS APRON

MAY NOT BE REQUIRED

OPTION: L-SHAPED SEAT

K-3496-HE

CIMARRONTOILETSVITREOUS CHINA

K-3496-HECIMARRONTOILETSVITREOUS CHINA

WALL FINISH:

GYP. BOARD OR

CEMENT BOARD AND TILE

FLATTEN STUD RETURN

@ PLYWOOD

3/4" PLYWOOD

1X1 BLOCKING AS NEEDED

3-5/8" METAL STUDS

VERIFY LOCATIONS, HEIGHTS, AND

SIZE OF BLOCKING REQUIRED

SCALE:

ACCESSORY BLOCKING DETAIL

3" = 1'-0"

SEE SHEET A1.4 FOR INTERIOR ELEVATIONS

-1

A .F

.F (3

M A

U M

O T

O P

O F

K R

M C

11"

REQUIRED

ACCESSIBILITY

CLEARANCE

(DASHED LINE)

WALL-MOUNTED LAV

INSULATE ALL PIPES

(DRAIN, SUPPLY) BELOW

SINK

NOTE: VERIFY DRAIN PIPE

WITH INSULATION DOES

NOT ENCROACH ON

REQUIRED CLEARANCE

'-0

R MIRROR

3' -3

0" M

A X

B .O

. M

R O

17"-19"

SCALE:

WALL-HUNG LAV SECTION

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

TAG DESCRIPTION REMARKS QTY

CH COAT HOOK - 4

CS BABY CHANGING STATION HORIZONTAL, WALL-MOUNT, 33.5"x21.5"x4" (CLOSED) 1

GB36 GRAB BAR - 36" 1-1/4" DIAMETER W/ CONCEALED MOUNTING FLANGE 2

GB42 GRAB BAR - 42" 1-1/4" DIAMETER W/ CONCEALED MOUNTING FLANGE 2

M1 MIRROR - 18" X 36" CHANNEL FRAME 2

S1 SIGN ACCESSIBLE MEN, WOMEN, SHOWER 3

SD SOAP DISPENSER WALL-MOUNT, MANUAL DISPENER 2

DF DRINKING FOUNTAIN W/ BOTTLE FILLER SURFACE-MOUNT, CENTER PULL 1

TD TOWEL DISPENSER SURFACE-MOUNT, CENTER PULL 2

SN TOILET PAPER DISPENSER SURFACE-MOUNT JUMBO JR. TWO-ROLL 1

TP TOILET PAPER DISPENSER SURFACE-MOUNT JUMBO JR. TWO-ROLL 2

WR1 WASTE RECEPTACLE SURFACE-MOUNT. 12.75 GALLON. INCLUDES REMOVABLE LINER MATE. 2

ACCESSORY AND FIXTURE SCHEDULE

SCALE:

ENLARGED

RESTROOMS/SHOWER PLAN

3/8" = 1'-0"

2B A4.2

2A A4.2

2C A4.2

2D A4.2

2F A4.2

2G A4.2

2E A4.2

36"x36"

ACCESSIBLE

SHOWER

58x48

CFS

WALL-MOUNTED

FIRE EXTINGUISHER

NOTE:

1-HOUR RATED WALL W/ 2 LAYERS OF TYPE X GYP. BD.

TO CONTINUE 3' MINIMUM NORTH OF TRUCK BAYS BUILDING WALL.

GYP. BD. MAY CONTINUE ONLY TO CEILING HEIGHT ON EXTERIOR WALL

BEYOND THE RATED WALL REQUIREMENT

THIS WINDOW IS NOT

REQUIRED TO BE RATED

ALIGN ISLAND TOP

WITH EDGE OF

DOOR OPENING

36" WIDE

FRIDGE

SHOWN

30" WIDE

FRIDGE

SHOWN

THIS FRIDGE

N.I.C.

BY EMS

SEE

SPECS

RANGE/OVEN

HOOD W/

FIRE SUPPRESSION

SYSTEM ABOVE

SEE SPECS WARMING

KITCHEN

9'6"

STORAGE/

UTILITY

9'0"

ELECTRICAL

PANEL

COMM BOARD

SERVICE SINK

FRP FULL-HEIGHT

FROM DOOR FRAME

TO COMM BOARD

WASHER AND

DRYER BY OTHERS

CONNECTIONS BY

CONTRACTOR

PULL-DOWN

STAIR (ABOVE)

ON WALL BEHIND

SCALE:

ENLARGED BREAK ROOM CABINETS PLAN

3/8" = 1'-0" donofro

137 N. ST. ANDREWS ST. SUITE 1

DOTHAN, ALABAMA 36303

334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

A1.3

ADA GUIDLINES,

ENLARGED

PLANS,

SCHEDULE &

SECTION

http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com

FRIDGE

TOILET

K-3496-HECIMARRONTOILETSVITREOUS CHINA

TOILET

54" DMC

PAPER

TOWEL

DISPENSER

WALL-

MOUNTED

WASTE

RECEPTACLE

GB36

SD-1

36" DOOR18"

LAV

GB42

DOOR

SWINGMEN RESTROOM #107

TOILET

K-3496-HE CIMARRON TOILETS VITREOUS CHINA

TOILET

54" DMC

GB36

SD-1

36" DOOR 18"

LAV

GB42

DOOR

SWINGWOMEN RESTROOM #108

ACCESSORIES NOT

PERMITED IN DMC

(DOOR

MANEUVERING

CLEARANCE)

J TOILET/SHOWER WALL

SHOWER SHOWER

K SHOWER SIDE WALL

SHOWER

TOWEL

HOOK

M A

54" DMC

36" DOOR18"

DOOR

SWINGSHOWER #109

CLOTHES

HOOK

A TOILET WALL B TOILET SIDE WALL C OPPOSITE WALL D DOOR WALL

E TOILET WALL F TOILET SIDE WALL G OPPOSITE WALL H DOOR WALL

HOOD

A NORTH WALL B SINK WALL

C FRIDGE WALL

D ISLAND E ISLAND F ISLAND G ISLAND

L DOOR WALL M SIDE WALL

4'-0" 2'-0" 3'-2" 2'-6" 4'-0" 3'-0" 3'-2" 2'-0"2'-0"

3'-0"

SINK BASE

LIGHT

NOTE: CABINET DIMENSIONS SHOWN FOR REFERENCE

ONLY. FIELD VERIFY ALL DIMENSIONS AND ADJUST

CABINETS AS REQUIRED.

WINDOW

8'-0" 4'-0"

ROUNDED TOP

OVERHANG

ROUNDED TOP

OVERHANG4" OVERHANG

FINISH BACK

SIDE OF

CABINETS

FINISH BACK SIDE OF

CABINETS

CHANGING

STATION

WALL-

MOUNTED

WASTE

RECEPTACLE

5'-2" CLR

TO LAV

5'-2" CLR

TO LAV

FIRE-SUPPRESSION SYSTEM

IN THIS CABINET

1'-6"2'-0"

12"

ICE

DISPENSER

FRIDGE BY

EMS

(NOT IN

CONTRACT)

SCALE:

BREAK ROOM ELEVATIONS

3/8" = 1'-0"

SCALE:

RESTROOM AND SHOWER ELEVATIONS

3/8" = 1'-0"

SCALE:

CABINET DETAILS

1" = 1'-0"

4" PULL

DRAWER SLIDE

A X

. T .O

. C O

U N

T E

1'-0"

BASE - SEE FINISH

SCHEDULE

ADJUSTABLE SHELVES

VERIFY ALL TOPS

SOLID SURFACE OR

PLASTIC LAMINATE TOP

ON PLYWOOD

BASE CABINET

4" PULL

PANEL CABINET

TYPICAL CABINET HINGE

(PLAN VIEW - NOT TO SCALE)

3/4" PLYWOOD SIDES

(NO STILES @ DOORS)

BLUM MODUL 100° HINGE

CABINET DOOR

VERIFY OVERLAY

3/4" PLYWOOD SIDES

AND DIVIDER BETWEEN

DRAWERS

2 PER WALL CABINET

ADJUSTABLE SHELVES

1 PER WALL BASE

CABINET

WALL CABINET

2'-0" CABINET

TRAINING ROOM

DOOR

LOBBY S.A.C. @ 9'-0"

CORRIDOR S.A.C. @ 8'-6"

MEMORY WALL:

CONTRACTOR TO CAREFULLY SALVAGE

PANELING FROM EXISTING TRAINING ROOM

AND CHIEF'S OFFICE TO RE-USE FOR NEW

MEMORY WALLS

CONTRACTOR TO COORDINATE WITH VFD

FINAL FINISH AND TRIM DETAILS

RUBBER BASE

PAINTED GYP. BD.

WOOD TRIM

BULKHEAD

L D

V E

EXTERIOR

DOOR

LG 86" TV SHOWN

FOR REFERENCE

76"W x 44"H

CONNECTIONS

BY CONTRACTOR

TV BY OWNER - SIZE MAY

VARY

LG 86" TV SHOWN

FOR REFERENCE

76"W x 44"H

CONNECTIONS

BY CONTRACTOR

TV BY OWNER - SIZE MAY

VARY

.A .C

SD-1

FRP 8' HIGH

BEHIND SINK

SERVICE

SINK

4'-0"

SCALE:

MEMORY WALL ELEVATION

3/8" = 1'-0"

NOTE:

MEMORY WALL LOCATIONS:

1. SOUTH WALL @ LOBBY/CORRIDOR

2. EAST RECEPTION WALL

SCALE:

TRAINING ROOM - NORTH WALL

3/8" = 1'-0"

SCALE:

SERVICE SINK WALL

3/8" = 1'-0" donofro

137 N. ST. ANDREWS ST. SUITE 1

DOTHAN, ALABAMA 36303

334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

A1.4

CABINET &

WALL

ELEVATIONS, &

DETAILS

'-0

A V

E H

H T

.A .C

A5.1

'-0

A C

E S

O M

'-6

A C

R E

A K

R O

O M

'-6

A C

E E

G R

O O

'-6

A C

O R

1 32 4 BA DC

3.5/12

MECHANICAL

PLATFORM OVER

RESTROOMS,

CORRIDOR, AND

PARTIAL ENTRY

D S

O R

LOBBY

9'0"

OFFICE

9'0"

OFFICE

9'0"TRAINING ROOM

9'-6"

BREAKROOM

9'6"

MEN

8'0"

TRAINING ROOM

9'-6"

VERIFY FRAME SIZES W/

MBM. IF FRAME IS EXPOSED

BELOW SAC, FRAME AND

WRAP W/ GYP. BD.

A5.1

12'-0"

10'-0"

EXISTING

TRUCK BAYS

BUILDING

ASSUMED

PROPERTY LINE

1-HOUR WALL

TO ROOF DECKVERIFY CLEAR

HEIGHTS @

FRAMES W/ MBM

VERIFY REQ'D

FRAMING MEMBERS

STRAIGHT-LEG

COLUMNS

A5.1

SCALE:

TRANSVERSE BUILDING SECTION

3/16" = 1'-0"

BASE TRIM BY MBM

SUPPORT ANGLE BY MBM

METAL WALL PANEL BY MBM

BASE GIRT @ 3'-6" A.F.F.

NEOPRENE PLUG BY MBM

MAIN FRAME BEYOND

INSET GIRTS 1 1/2"

MBM TO PROVIDE CABLE

BRACING IN GIRT SPACE

FINISH GRADE

MBM BASE DETAIL

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

SCALE:

FRONT WALL SECTION

1/2" = 1'-0"

BASE TRIM BY MBM

SUPPORT ANGLE BY MBM

METAL WALL PANEL BY MBM

BASE GIRT @ 3'-6" A.F.F.

NEOPRENE PLUG BY MBM

MAIN FRAME BEYOND

INSET GIRTS 1 1/2"

MBM TO PROVIDE CABLE

BRACING IN GIRT SPACE

FINISH GRADE

BRICK VENEER OVER METAL PANEL

MBM BASE DETAIL @ BRICK

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

METAL STUD CONTRACTOR

TO PROVIDE CONT.

FURRING AS REQUIRED

AT GIRTS TO ATTACH AND

PLUMB NEW WALLS

TYPICAL ALL EXT. WALLS

1-5/8" FURRING

STRIPS W/ 5/8" GYP. BD.

TO ABOVE S.A.C.

PRE-ENGINEERED METAL

BUILDING, INSULATION,

AND METAL SIDING BY

MBM

VINYL-BACKED

INSULATION BY MBM

.A .C

VINYL-BACKED

R-10 INSULATION

BY MBM

3.5/12

A5.2

5' -0

O W

8" M

BRICK

WAINSCOT

S.A.C.

8" M

BRICK

WAINSCOT

TO WINDOW

SILL HEIGHT

VINYL-BACKED

INSULATION BY MBM

A6.1

METAL WALL

PANELS BY MBM

PANEL BREAK

AND FLASHING

@ WAINSCOT

BY MBM

TYPICAL INSULATION:

R-10 @ ROOF BY MBM

R-19 ABOVE S.A.C.

R-19 IN WALLS BY MBM

R-11 ALL INTERIOR WALLS (TO CEILING)

FILL ALL VOIDS

@ FURRING W/

INSULATION

PANEL BREAK

AND FLASHING

@ WAINSCOT

BY MBM

METAL WALL

PANELS BY

MBM

A5.1

ALTERNATE #1

SEE STRUCTURAL

DRAWINGS FOR

FOOTING ELEVATIONS,

FOUNDATION DETAILS

AND REINFORCING

FRONT AND SIDE

WALLS ONLY

ONE-HOUR

RATED WALL

FURRING AND

2-LAYERS OF

TYPE X

GYP. BD. TO

ROOF DECK

NOTE:

GYP. BD. ON WALL

CONTINUOUS.

BUTT CEILINGS

AND ADJOINING

WALLS TO GYP. GD.

(NOT METAL

FURRING)

NOTE: SAME

STANDARD

NOTES AS

FRONT WALL

PROVIDE

FIRESTOPPING @

THRU-WALL

PENETRATIONS AND

ELECTRICAL BOXES

PROVIDE

FIRESTOPPING

BETWEEN T.O. WALL

AND ROOF DECK

DOWN

SPOUT

SPLASH

BLOCK

SCALE:

SIDE WALL SECTION

@ HIGH FRAMES

1/2" = 1'-0"

3-5/8" OR 6"

(SEE PLAN)S

E E

S C

H E

D U

FIN. FL.

D H

H T

ATTIC SPACE

BRACING @ 32" O.C. EA.

SIDE (24 GA.) FIELD CUT

LIGHT GA.

FRAMING (ATTACH TO WALL

TOP PLATE BRACING NOTED

ABOVE) CR RUNNER (20 GA.)

INSULATION R-19 (ATTIC

ZONES ONLY)

S.A.C.

CR CHANNEL (16 GA.)

(SPACE PER SPECS)

L.G. METAL STUD (SEE

SPECS FOR GAUGE &

SPACING)

5/8" TYPE X GYP BD

CR RUNNER (20 GA.) BASE

(4" HT-COVED PROFILE)

SCALE:

INTERIOR WALL DETAIL

1" = 1'-0"

SCALE:

LONGITUDINAL BUILDING SECTION

3/16" = 1'-0"

SCALE:

REAR WALL SECTION

1/2" = 1'-0"

3 2

3.5/12

MECHANICAL

PLATFORM

STORAGE/

UTILITY

9'0"

PULL-

DOWN

METAL

LADDER

.A .C

3.5/12

1-HR STAIR

FRAME TO S.A.C.

APPLY MEMBRANE

TO DECK FLOOR

SEE SHEET A1.1

1-HR

ASSEMBLY

SCALE:

SECTION @ PULL-DOWN STAIR

3/16" = 1'-0" donofro

137 N. ST. ANDREWS ST. SUITE 1

DOTHAN, ALABAMA 36303

334.793.3333

SHEET NUMBER

SHEET NAME

ISSUED FOR:

CORP NO.

LICENSE NAME

LICENSE NO.

CORP NO.

LICENSE NAME

LICENSE NO.

PROJECT

A D

O N

B U

O R

H W

A Y

A Y, F

JUNE. 14, 2024

architecture planning eco/energy interiors

24-22

Joseph R. Donofro

AR 91449

www.donofro.com

A IOS TH

C, R N

D A

HTER E

OLF F

G R J

E I

SST E

AR 91449

ROH R D

T l

ENG. CONSULT

A2.1

WALL &

BUILDING

SECTIONS &

DETAILS

http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com

PIPE PENETRATION

CLAMP

DEKTITE PIPE FLASHING

FASTENERS & SEALANT

@ PERIMETER

ROOF SLOPE

SCALE:

ROOF PENETRATION DETAIL

N.T.S.

RIDGE FLASHING AS PER

MBM STANDARD

REFER TO

ROOF PLANS

VINYL-FACED INSULTION BY MBM

PURLINS

RIGID FRAME RAFTERS

BY METAL BUILDING

MANUFACTURER

METAL ROOF PANEL BY MBM (SEE

SPECS.)

6" ±

SCALE:

RIDGE DETAIL

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

A5.2

G E

SLOPE 3.5 : 12

62'-0"

A5.2

GUTTER AND (4)

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File details come from the government source that posted it. Updated May 1, 2026.