FAKZ189366 DSP Facility Addendum No. 1 SIGNED.pdf

F-35 Deployable Parts Storage Facility FAKZ182366 ADDENDUM NO. 1 Page 1 of 3 Seay Seay & Litchfield, P.C. 4 August 2025

Date: 4 August 2025

To: Major Jeremy Hendrick

Subject: ADDENDUM NO. 1

Project: F-35 DEPLOYABLE PARTS STORAGE FACILITY

Job #: ANG# FAKZ182366

SSL# 19084

From: David Donovan

The Plans and Specifications for the F35 Deployable Parts Storage Facility (FAKZ182356), dated 10 April 2025 are amended as follows. (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern).

Item No. 1: Refer to Drawings. Delete drawing sheet C2.1 “DSP Site Layout Plan” and replace with included drawing sheet C2.1 with a revised date of 30 July 2025.

Item No. 2: Refer to Drawings. Delete drawing sheet C3.1 “DSP Site Grading and

Drainage Plan” and replace with included drawing sheet C3.1 with a revised date of 30 July 2025.

Item No. 3: Refer to Drawings. Delete drawing sheet C6.1 “DSP Site Details” and replace with included drawing sheet C6.1 with a revised date of 30 July 2025.

Item No. 4: Refer to Drawings. Add included drawing sheet A0.1 “Phasing/ Site

Access” with a revised date of 30 July 2025.

Item No. 5: Refer to Drawings. Delete drawing sheet LS1.0B “Life Safety Plan” and replace with included drawing sheet LS1.0B with a revised date of 30 July

Item No. 6: Refer to Drawings. Delete drawing sheet A2.1B “Plans – DSP Storage” and replace with included drawing sheet A2.1B with a revised date of 30 July 2025.

Item No. 7: Refer to Drawings. Delete drawing sheet A3.0B “DSP Schedules” and replace with included drawing sheet A3.0B with a revised date of 30 July

ADDENDUM NO. 1 Page 2 of 3 Seay Seay & Litchfield, P.C. 4 August 2025

Item No. 8: Refer to Drawings. Delete drawing sheet S0.1B “General Notes –

Schedules – Typical Details – DPS Storage” and replace with included drawing sheet S0.1B with a revised date of 1 August 2025.

Item No. 9: Refer to Drawings. Delete drawing sheet FP1.1B “Fire Sprinkler Floor

Plan” and replace with included drawing sheet FP1.1B with a revised date of 31 July 2025.

Item No. 10: Refer to Drawings. Delete drawing sheet P1 .1B “Plumbing Waste Vent and Gas Piping Floor Plan – DSP Storage” and replace with included drawing sheet P1 .1B with a revised date of 31 July 2025.

Item No. 11 Refer to Drawings. Delete drawing sheet M2.1B “Mechanical Floor Plan

– DSP Storage” and replace with included drawing sheet M2.1B with a revised date of 31 July 2025.

Item No. 12: Refer to Drawings. Delete drawing sheet E0.2B “Electrical Details” and replace with included drawing sheet E0.2B with a revised date of 30 July

Item No. 13: Refer to Drawings. Delete drawing sheet E1.1B “DSP Storage Electrical

Plans” and replace with included drawing sheet E1.1B with a revised date of 30 July 2025.

Item No. 14: Refer to Specifications. Delete specification section 00 0102 – Project

Information and Summary. Delete specification section 00 0102 and replace it with the attached specification section 00 0102 with a revised date of 30 July 2025. Revisions are noted with bold, italicized, and struck through text.

Item No. 15: Refer to Specifications. Delete specification section 01 4100 – Regulatory

Requirements. Delete specification section 01 4100 and replace it with the attached specification section 01 4100 with a revised date of 30 July 2025.

Revisions are noted with bold, italicized, and struck through text.

Item No. 16: Refer to Specifications. Delete specification section 01 9113 – General

Commissioning Requirements. Delete specification section 01 9113 and replace it with the attached specification section 01 9113 with a revised

Item No. 17: Refer to Specifications. Delete specification section 03 3000 – Cast-in-

Place Concrete. Delete specification section 03 3000 and replace it with the attached specification section 03 3000 with a revised date of 31 July 2025. Revisions are noted with bold, italicized, and struck through text.

ADDENDUM NO. 1 Page 3 of 3 Seay Seay & Litchfield, P.C. 4 August 2025

Item No. 18: Refer to Specifications. Delete specification section 08 1113 – Hollow

Metal Doors and Frames. Delete specification section 08 1113 and replace it with the attached specification section 08 1113 with a revised date of 30 July 2025. Revisions are noted with bold, italicized, and struck through text.

Item No. 19: Refer to Specifications. Delete specification section 10 4400 – Fire

Protection Specialties. Delete specification section 10 4400 and replace it with the attached specification section 10 4400 with a revised date of 30

Item No. 20: Refer to Specifications. Delete specification section 21 1313 – Wet-Pipe

Fire-Suppression Sprinklers. Delete specification section 21 1313 and replace it with the attached specification section 21 1313 with a revised

Item No. 21: Refer to Specifications. Delete specification section 22 0514 – Common

Work Results for Plumbing. Delete specification section 22 0514 and replace it with the attached specification section 22 0514 with a revised

Item No. 22: Refer to Specifications. Delete specification section 23 0500 – General

HVAC Requirements. Delete specification section 23 0500 and replace it with the attached specification section 23 0500 with a revised date of 30

Item No. 23: Refer to Specifications. Delete specification section 28 3111 – Fire

Detection, Evacuation, and Mass Notification. Delete specification section 28 3111 and replace it with the attached specification section 28 3111 with a revised date of 30 July 2025. Revisions are noted with bold, italicized, and struck through text.

End of Addendum #1

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R E

F

EXISTING BASE

SUPPLY

ACCESS TO PROJECT SITE

AND LAYDOWN AREA

RESERVED FOR GOVERNMENT

PARKING ONLY - CONSTRUCTION

PARKING NOT PERMITTED

RESERVED FOR GOVERNMENT

PARKING ONLY - CONSTRUCTION

PARKING NOT PERMITTED

DSP ADDITION

SIMULATOR BUILDING

BLDG 1109

PR

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PERIMETER FENCE

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NO CONSTRUCTION PARKING/ ACCESS ALLOWED

1 EXISTING FIRE DEPARTMENT ACCESS PATHWAY TO REMAIN OPEN TO THE GREATEST EXTENT

POSSIBLE. COORDINATE WITH BASE FIRE DEPARTMENT PRIOR TO CLOSING ACCESS ROUTE

AS REQUIRED TO CONSTRUCT PARKING LOT. LIMIT DURATION ACCESS DRIVE IS

INACCESSIBLE FOR GOVERNMENT USE TO THE GREATEST EXTENT POSSIBLE.

SITE ACCESS SPECIFIC NOTES Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n W W W .S

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A R C H .C O M

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Job Number

Date

Drawn By

Checked By

A R

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19084

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PL

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A0.1

PHASING/ SITE

ACCESS

D A

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10 April, 2025

JLJ/CF/NJ

FEL

1" = 20'-0"A0.1

1 SITE ACCESS

Rev. Description Date

1 ADD #1 7-30-25

HANDICAP ACCESSIBLE EXIT LOCATION

EXIT TRAVEL PATH

FIRE EXTINGUISHER IN SEMI-RECESSED CABINET

FEC

ELECTRIC WATER COOLER - SEE PLUMBING

EWC

2 HR FIRE RATED WALL (UL #U905)

EMERGENCY EXIT SIGNAGE

SYMBOLS LEGEND

FIRE EXTINGUISHER WITH BRACKET

FEB

2 HR FIRE RATED FLOOR/CEILING ASSEMBLY

(UL #G505)

1 HR FIRE RATED WALL (UL #914)

1 HR FIRE RATED FLOOR/CEILING ASSEMBLY

(UL # G717)

DASHED LINE INDICATES LOCATION OF 1-HOUR

RATED WALL (UL # U404) LOCATED ON MEZZANINE

LEVEL SEPARATING WAREHOUSE FROM ADMIN

SPACE

BUSINESS B OCCUPANCY GROUP (IBC 2018)

150 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

STORAGE S-1 GROUP (IBC 2018)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

STORAGE S-1 OCCUPANCY GROUP (IBC 2018)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

STORAGE S-1 OCCUPANCY GROUP (IBC 2018)

500 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

50 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

BUSINESS B OCCUPANCY GROUP (IBC 2018)

15 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

OCCUPANT LOAD

REQUIRED DOOR WIDTH

STORAGE H-2 GROUP (IBC 2018)

300 SF PER OCCUPANT PER NFPA 101

ORIDINARY HAZARD (NFPA 101)

SMOKE PARTITION AND CEILING ENCLOSURE

22757 SF

Storage S-1

5965 SF

Storage S-1

1723 SF

B (CONCENTRATED)

FEC

FEC

EXIT ACCESS DISTANCE (1/3 DIAGONAL MINIMUM)

178' - 2 3/8"

EXIT

ACCESS DIAGONAL

227' - 2 1/16"

COMMON PATH

67'

COMMON PATH

47'

C O

M M

O N P

AT

H

EXIT TRAVEL DISTANCE

166'

EXIT ACCESS DIAGONAL (W

ITH DSP STORAGE)

281' - 1 5/16"

546 SF

B (CONCENTRATED)

456 SF

B (CONCENTRATED)

305 SF

B (CONCENTRATED)

4448 SF

BUSINESS

(UNCONCENTRATED)

1000 SF

B (CONFERENCE)

1536 SF

HAZARDOUS

STORAGE

194 SF

STORAGE

(IT)

220 SF

STORAGE

(MECHANICAL)

41 OCCUPANTS

7 OCCUPANTS

O C C

U

PA

N

TS

1 OCCUPANT

1 OCCUPANT

OCCUPANT

OCCUPANT

OCCUPANT

OCCUPANT

OCCUPANT

OCCUPANT

2 OCC.

OCCUPANTS

2 OCCUPANTS 2 OCCUPANTS

10 OCCUPANTS

OCCUPANTS

1 OCCUPANT

OCCUPANT

24 OCCUPANTS

12 OCCUPANTS

23 OCCUPANTS

3 OCCUPANTS

35 OCCUPANTS

2 OCCUPANTS

1 OCC.

3 OCCUPANTS2 OCCUPANTS

10 OCCUPANTS

1 OCC

1 OCC

12 OCCUPANTS

1 OCCUPANTS 1 OCCUPANT 1 OCCUPANT 1 OCCUPANT 1 OCCUPANT 1 OCCUPANT 2 OCCUPANTS 1 OCCUPANT 1 OCCUPANT 1 OCCUPANT 1 OCCUPANT

1 OCC 1 OCC

1 OCC

3.3

3.

7.35

4949 7.8

1.

2.25

0.9

0.9 66

1.65

1.65

1.5

1.95

2.7

6.45

1.8

12.15

5.

853939

90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN

45 MIN

45 MIN

45 MIN

90 MIN

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

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H .C

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(M ) 3

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(D

) 3

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Job Number

Date

Drawn By

Checked By

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19084

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LS1.0B

LIFE SAFETY PLAN

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10 April, 2025

JLJ/CF/NJ

FEL

Applicable Codes:

Building Code..............UFC 1-200-01 / 2018 INTERNATIONAL

BUILDING CODE

Structural Code...........3-301-01 Plumbing Code............3-420-01 Mechanical Code.........3-420-01 Fire Code..................3-600-01 Electrical Code...........3-501-01 Energy Code..............1-200-02 Accessibility Code......2010 ADA STANDARDS Life Safety Code........3-600-01 / NFPA 101

IBC Chapter 3 and UFC 3-600-01 Occupancy & Use:

NFPA 101 Chapter 6:

• See Legend on Life Safety Plan

IBC Chapter 4 - Special Detailed Requirements:

• NOT APPLICABLE

IBC Chapter 5 - General Building Heights & Areas:

• Construction Type = II-B, FULLY SPRINKLED, GROUP S-1, B, H-2

SEPARATED

• Allowable Building Height TABLE 504.3

GROUP S-1= 75 FEET ABOVE GRADE PLANE

GROUP B = 75 FEET ABOVE GRADE PLANE

GROUP H-2 = 55 FEET ABOVE GRADE PLANE

• Allowable Number of Stories Above Grade Plane (PER TABLE 504.4)

GROUP S-1 - 3 STORIES ABOVE GRADE PLANE

GROUP B = 4 STORIES ABOVE GRADE PLANE

GROUP H-2 = 1 STORY ABOVE GRADE PLANE

• Tabular Building Area (PER TABLE 506.2)

GROUP S-1 = 70,000 SQUARE FEET

ACTUAL GROUP S-1 AREA = 29,244

GROUP B = 92,000 SQUARE FEET

ACTUAL GROUP B AREA = 8,452

GROUP H-2 = 7,000 SQUARE FEET

ACTUAL GROUP H-2 AREA = 1,453

• Allowable Building Area (PER SECTION 508.4.2)

S-1 = 29,244/70,000 = .42 B = 8,452/92,000 = .09 H-2 = 1,453/7,000 = .21

.42+.09+.21=.72, SUM OF RATIOS IS LESS THAN 1

• Fire Separation Requirements Per Table 508.4

OCCUPANCIES RATING (HR)

B | S-1 0 S-1 | H-2 2

• Incidental Use Areas (PER TABLE 509) See occupancy table.

IBC Chapter 6 Types of Construction:

• Construction Type: II-B

• Fire Ratings (PER TABLE 601) as Follows (Except where noted otherwise)

Primary Structural Frame.............................. 0 HOUR Bearing Walls (Interior & Exterior)...................0 HOUR Non-Bearing Walls and Paritions (Interior)........0 HOUR Floor Construction and Secondary Members...0 HOUR Roof Construction and Secondary Members....0 HOUR

• Required Fire Rating (Per Table 602)

OCCUPANCY FIRE SEPARATION REQUIRED

TYPE (ACTUAL) SEPARATION

S-1 >30'-0" 0 HR

B 27'-6" 0 HR

H-2 >30'-0" 0 HR

UFC 3-600-01(replaces IBC Chapter 9) - Fire Protection Systems:

• SECTION 9-1 - EMERGENCY VEHICLE ACCESS

1. Facility REQUIRES one means of all-weather emergency vehicle ground access in accordance with 9-1.1

2. Facility REQUIRES aerial apparatus access in accordance with 9-1.2

• SECTION 9-2 - FIRE FLOW FOR FACILITIES

1. Fire Flow for sprinkler system is provided in accordance with 9-2.1

• SECTION 9-3 - SERVICE MAINS AND LATERALS

1. Fire hydrants are provided in accordance with 9-3.5.8 A. Hydrants are spaced at 300 ft maximum B. Hydrant to be located within 150' of Fire

Department Connection

• SECTION 9-5 - FIRE PUMPS

1. A fire pump IS required to meet fire protection demand, and is provided in accordance with 9-5 adjacent to building 1201.

2. Existing fire pumps (2-2,000 gpm pumps) and existing 75,000 gallon on site water storage will serve the facility.

• SECTION 9-7 - AUTOMATIC SPRINKLER SYSTEMS

1. Per 9-7.2.1, an automatic sprinkler system IS required

• SECTION 9-10 - STANDPIPE SYSTEMS

1. Per 9-10, a standpipe system IS NOT required

• SECTION 9-17 - PORTABLE FIRE EXTINGUISHERS

1. Per 9-17.1, portable fire extinguishers ARE required

NFPA CHAPTER 8 - Fire and Smoke Protection Features:

• Maximum Exterior Wall Openings (PER SECTION IBC 705)

Fire Separation: Degree of Opening Protection: Allowable Area:

GREATER THAN 25 FT UNPROTECTED, SPRINKLERED , (UP, S) NO LIMIT

• Fire Walls (Per NFPA 8.3.2) No fire walls are present within the scope of the project

• Shaft Enclosure (Per NFPA 8.3.1/7.3.1.2) No shaft enclosure is present

• Opening Protectives (Per NFPA 8.3.4) Type of Assembly Assembly Rating Required Opening Protection (Door/Sidelite)

FIRE BARRIER 2 HOURS 1-1/2 HOUR/2 HOUR

FIRE BARRIER 1 HOUR 3/4 HOUR/ 3/4 HOUR

• Concealed Spaces (Per Section 8.6.11) Not Applicable

• See Legend on Life Safety Plan for Applicable UL Assemblies to be provided.

IBC Chapter 8, UFC 3-600-01, NFPA 101 - Interior Finishes:

• Finish Material Rating Requirements (Per NFPA 101)

BUSINESS (CHAPTER 38)

Exits and Exit Access Corridors

Interior Wall and Ceiling Finish - CLASS A OR B (38.3.3.2.1) Interior Floor Finish - CLASS I OR CLASS II (38.3.3.3.2)

Areas other than Exits and Exit Access Corridors Interior Wall and Ceiling Finish - CLASS A, B, OR C (38.3.3.2.2)

STORAGE (CHAPTER 42)

Exits and Exit Access Corridors

Interior Wall and Ceiling Finish - CLASS A, B, OR C (42.3.3.2) Interior Floor Finish - CLASS I OR CLASS II (42.3.3.3.1)

Areas other than Exits and Exit Access Corridors Interior Wall and Ceiling Finish - CLASS A, B, OR C (42.3.3.2) Interior Floor Finish - NO REQUIREMENT (42.3.3.3.2)

* THE CONTRACTOR SHALL PROVIDE A QUALIFIED FIRE PROTECTION ENGINEER (QFPE) AS DEFINED BY UFC 3-600-01 TO BE THE QFPE FOR THE PROJECT. THE QFPE SHALL WORK FOR THE CONTRACTOR

AND BE RESPONSIBLE FOR PRODUCING, REVIEWING, AND STAMPING ALL SHOP DRAWINGS AND

MATERIAL SUBMITTALS FOR THE FIRE ALARM/MNS SYSTEMS. THE QFPE SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION TO ENSURE SYSTEMS COMPLIANCE. THE QFPE SHALL PERFORM A PRE-FINAL INSPECTION AND PROVIDE A REPORT FOR AHJ REVIEW. THE QFPE MUST ALSO BE INVOLVED IN THE FINAL INSPECTION WITH THE GOVERNMENT AHJ. THE QFPE MUST MONITOR THE INSTALLATION OF THE FIRE ALARMS/MNS SYSTEM AND CERTIFY IN WRITING TO THE GOVERNMENT AHJ THAT THE SYSTEMS

HAVE BEEN CONSTRUCTED AND OPERATE AS INTENDED TO COMPLY WITH UFC 3-600-01AND UFC

4-021-01.*

NFPA Chapter 7 (replaces IBC Chapter 10) - Means of Egress:

• Occupancy Load (PER TABLE 7.3.1.2):

See Occupancy Table

• Egress Capacity Sizing (PER TABLE 7.3.3.1)

See Code Calculations Table(s) See life safety plan for individual room egress analysis

• Minimum Stair Width (PER SECTION 7.3.3.1) See Code Calculations Table(s)

• Number of Means of Egress (PER SECTION 7.4.1) Total Number of Exits Required

Business Occupancy (CHAPTER 38)

GROUND FLOOR - 2 EXITS REQUIRED

Storage Occupancy (CHAPTER 42)

GROUND FLOOR - 1 EXITS REQUIRED

• Common Path of Egress Travel Distance Business Occupancy (CHAPTER 38)

100 ft per 38.2.5.3.1 Storage Occupancy (CHAPTER 42)

100 feet per TABLE 42.2.5 Other (CHAPTER 7)

Mechanical Equipment Rooms, Boiler Rooms, and Furnace Rooms - 100 ft per 7.12.1

• Exit Access Travel Distance Business Occupancy (CHAPTER 38)

300 FT per 38.2.6.3 See life saftey plan for exit access travel distance

Storage Occupancy (CHAPTER 42) 400 feet per TABLE 42.2.5

NFPA Chapter 7 (CONTINUED)

• Corridors

Occupancy Type (B) requires:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS

See life saftey Plan for locations of rated corridors

Occupancy Type (S-1) requires:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLS PER 42.3.6

See life saftey Plan for locations of rated corridors

Minimum Corridor Width Business Occupancy (CHAPTER 38) 44 inches per 38.2.3.2 Storage Occupancy 36 inches per 7.3.4.1

Dead End Corridors Business Occupancy (CHAPTER 38)

Maximum of 50 feet per 38.2.5.2.1 Storage Occupancy (CHAPTER 42)

Maximum of 100 feet per TABLE 42.2.5

3/32" = 1'-0"LS1.0B

1 DSP LIFE SAFETY PLAN

FIRST FLOOR PLAN CODE CALCULATIONS

Name

Occupancy Calculations Egress Width Calculations

Area (SF) Occupancy Factor (SF per Occupant)

Factor Type

Total Occupant Load (Occupants)

Other Egress Component Width

Calculated Width (Other

Egress Components)

(Inches)

Required Egress Width

(Inches)

B (CONCENTRATED) 1723 SF 50 SF GROSS 35.00 0.2 7.00 44

B (CONCENTRATED) 546 SF 50 SF GROSS 11.00 0.2 2.20 44

B (CONCENTRATED) 456 SF 50 SF GROSS 10.00 0.2 2.00 44

B (CONCENTRATED) 305 SF 50 SF GROSS 7.00 0.2 1.40 44

B (CONFERENCE) 1000 SF 15 SF NET 67.00 0.2 13.40 44

BUSINESS (UNCONCENTRATED) 4448 SF 150 SF GROSS 30.00 0.2 6.00 44

HAZARDOUS STORAGE 1536 SF 500 SF GROSS 4.00 0.2 0.80 44

STORAGE (IT) 194 SF 300 SF GROSS 1.00 0.2 0.20 44

STORAGE (MECHANICAL) 220 SF 500 SF GROSS 1.00 0.2 0.20 44

Storage S-1 22757 SF 500 SF GROSS 46.00 0.2 9.20 44 Storage S-1 5965 SF 500 SF GROSS 12.00 0.2 2.40 44

39149 SF 224.00 44.80

PLUMBING FIXTURE CALCULATIONS

Name Male

Occupancy Female

Occupancy

Plumbing Fixtures Required Water Closets

Required Lavatories Required Drinking Fountains

Req.Men Women Men Women

BUSINESS / STORAGE 58 14 2.9 0.7 2.9 0.7 0.96

58 14

Rev. Description Date

MCJ

M C J

M C J

M C J

M C J

MCJ

GCJ

MCJ

5514 SF

DSP STORAGE

D101

1.1 1.2

A4.1B

A4.1B

A4.1B

32' - 4" 21' - 4" C

O O

R D

W

/ E

XI

S

TI

N G

D O

O R

/8

1' - 7 1/2"

A.1

A.7

24' - 4" 10' - 8"

D101 D102

D104

D105

DS

DS

BD BD

BD BD

BD

BD

102 SF

EGRESS

D102

A5.1B

0.1

A.2

A.3

A.4

A.5

A.6

6' - 0"

N8

N8

N4

DS

A5.1B

0.15

16' - 0"

/2

/ 1 '-0

/2

/ 1

'-0

1.1 1.2

A.1

A.7

DS

DS

A5.1B

0.1

A.2

A.3

A.4

A.5

A.6

NONVENTIILATING

RIDGE CAP

A5.1B

DS

A5.1B

0.15

HVLS FAN - SEE

MECHANICAL

EXPOSED INSULATED METAL ROOF

PANEL - PAINT STRUCTURE IN THIS

AREA

PAINT EXPOSED CEILING

AND STRUCTURAL SYSTEM

IN THIS AREA

SILL

PLAN

HEAD

CONFIRM 1 " REQUIRED CLEAR

SPACE FOR DEFLECTION

PROVIDE FLEXIBLE CLOSURE

STRIPS AS REQUIRED IN DECK

FLUTES

SEE STRUCTURAL FOR TOP OF

WALL BRACING

XX

TAG INDICATES WALL TYPE

OVER CMU MASONRY

**NOTE: IF WALL IS SCHEDULED TO

RECEIVE TILE, PROVIDE CONCRETE

BOARD AND WATERPROOFING FOR

TILE INSTALLATION. REFER TO FINISH

SCHEDULE, INTERIOR ELEVATIONS AND

SECTIONS, AND GYPSUM BOARD

ASSEMBLIES SPECIFICATIONS FOR

TYPES AND OTHER

SUBSTRATE/FURRING REQUIREMENTS**

TYPE N

WALL TAG

# SPECIFIC NOTE TAG

GYPSUM CONTROL JOINT - REFER TO DETAIL 6/A2.4

FLOOR PLAN LEGEND

DOWNSPOUT AND BOOTDS

DOOR TAG

SECTION/DETAIL TAG

X

AX.X

CURTAIN WALL/STOREFRONT TAG

202A

1i

BOLLARDBD

REMOVABLE BOLLARDRB

MASONRY CONTROL JOINT - REFER TO S0.1, PROVIDE

TYPE V SEALANT.

PARTITION TAG LEGEND

1. THE FIRST CHARACTER IN THE TAG REFERENCES THE PARTITION TYPE

2. THE SECOND CHARACTER IN THE TAG REFERENCES THE THICKNESS OF

THE STRUCTURE (CMU, METAL STUD, WOOD, ETC.)

* REFER TO INTERIOR ELEVATIONS AND ASSOCIATED WALL SECTIONS

AND DETAILS FOR ADDITIONAL FURRING REQUIREMENTS AND FINISHES

NOT SHOWN ON WALL TYPE PLAN SCHEDULE

**NOTE - REFER TO LIFE SAFETY PLAN FOR PARTITION RATINGS**

1 2*

CEILING MATERIAL LEGEND

LIGHT FIXTURE - SEE

ELECTRICAL

SUPPLY DIFFUSER -

SEE MECH.

RETURN DIFFUSER -

SEE MECH.

ROOF PLAN LEGEND

STANDING SEAM METAL ROOF

(LINES FOR SEAMS ON METAL ROOF TYPES,

REFER TO SPECS FOR PANEL SIZES)

DOWNSPOUT + BOOTS (BOOTS NOT SHOWN)

(NOTE: REFER TO ELECTRICAL FOR LIGHTNING

PROTECTION - COORDINATE AS REQUIRED)

DS

VTR VENT TO ROOF - SEE MECHANICAL/ PLUMBING & 5/A5.1B, AND 6/A5.1B

NOTE 1 - LOCATE ALL PENETRATIONS THROUGH METAL ROOF PANELS AT MIDPOINT IN ROOF PANEL

NOTE 2 - REFER TO ELECTIRCAL FOR LIGHTNING PROTECTION - COORDINATE AS REQUIRED

GENERAL NOTES

Sheet Number

Sheet Title

Project Title

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D ot ha n W W W .S

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(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E

SI

G N

19084

D E

PL

O

Y A

B L

E P

A R

T S

ST

O

R A

G E

F A

C

IL

IT

Y

A2.1B

PLANS - DSP

STORAGE

D A

N N

E L

L Y

F

IE

L D

M O

N T

G O

M E

R Y

A L

10 April, 2025

JLJ/CF/NJ

FEL

1/8" = 1'-0"A2.1B

1 DSP STORAGE ADDITION - FLOOR PLAN

1/8" = 1'-0"A2.1B

2 DSP STORAGE ADDITION - ROOF PLAN

1/8" = 1'-0"A2.1B

3 DSP REFLECTED CEILING PLAN

GENERAL NOTES:

1. REFER TO EXTERIOR WALL SECTIONS FOR WALL ASSEMBLIES. .

2. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WALLS ( INCLUDING STRUCTURE, FINISH, AND INSULATION) SHALL EXTEND TO

UNDERSIDE OF ROOF DECK ABOVE.

3. ALL WALLS TO RUN FULL HEIGHT TO STRUCTURE ABOVE. COORDINATE OPENINGS TO ACCOMODATE MECHCANICAL. SEAL ALL

PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION PENETRATIONS.

4. FOR EXTERIOR WALL EXPANSION JOINTS SEE EXTERIOR ELEVATIONS.

DIMENSION NOTES: ALL DIMENSIONS ARE MEASURED AS FOLLOWS:

- INTERIOR STUD WALLS ARE DIMENSIONED TO THE CENTER LINE OF THE WALL

- EXTERIOR WALLS ARE DIMENSIONED TO THE OUTSIDE FACE OF THE STUDS OR CMU.

N8 7 5/8" N4 3 5/8"

TYPE STRUCTURE THICKNESS

Rev. Description Date

(Aluminum Storefront System)

B1

Opening Type B1

75' - 0"

14' - 0"

3' - 9" 3' - 9" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 9" 3' - 9"

IG-3 IG-3 IG-3 IG-3 L IG-3 IG-3 IG-3 IG-3 L IG-3 IG-3 IG-3 IG-3

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

A3.0B

CR

COILING DOOR

(ELECTRIC OPERATION)

AS SCHEDULED

DOOR WIDTH

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

NL HM INT

HOLLOW METAL

DOOR WITH

NARROW LIGHT

" M

A X

AS SCHEDULED

DOOR WIDTH

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

NL HM EXT

INSULATED HOLLOW

METAL DOOR WITH

NARROW LIGHT

" M A X

D O

O R

H

EI

G H T

A S S

C H

ED

U

LE

D

DOOR WIDTH AS SCHEDULED

DOOR TYPE SCHEDULE

HM F2

HOLLLOW METAL

FRAME 4" HEAD

HM F2 EXT

INSULATED HOLLOW

METAL FRAME 4"

HEAD

0' - 2"

AS SCHEDULED

DOOR WIDTH 0' - 2"

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

0' - 2"

AS SCHEDULED

DOOR WIDTH 0' - 2"

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

HM EXT F3

COILING ROLLING

DOOR FRAME

A S S

C H

ED

U

LE

D

D O

O R

H

EI

G H T

0' - 2"

AS SCHEDULED

DOOR WIDTH 0' - 2"

FRAME TYPE SCHEDULE

CMU WALL

SEE STRUCTURAL FOR CELL JAMB

REINFORCEMENT REQUIREMENTS

MASONRY "T" ANCHOR, SEE

SPECIFICATIONS FOR

SPACING REQUIREMENTS

VARIES - VERIFY

CONT. SEALANT, TYP.

EA. SIDE

HOLLOW MTL. FRAME, SEE

DOOR SCHEDULE, GROUT FILL

HEAD AND JAMBS

SEE DOOR SCHEDULE

CMU WALL

CONT. SEALANT, TYP. EA. SIDE

HOLLOW MTL. FRAME, SEE

DOOR SCHEDULE, GROUT FILL

HEAD AND JAMBS

SEE DOOR SCHEDULE

CMU BOND BEAM, SEE

STRUCTURAL FOR SIZE AND CELL

REINFORCEMENT REQUIREMENTS

HEAD DETAIL

JAMB DETAIL

RADIUS CORNER

SQUARE CORNERS

AT FIRST COURSE

ABOVE FLOOR

VARIES - VERIFY

CMU

CONT. BACKER ROD & SEALANT,

TYP. BOTH SIDES - 3/8" MIN.

HOLLOW METAL FRAME -

SEE DOOR SCHEDULE

FILL WITH GROUT

SEE DOOR SCHEDULE

SILL DETAIL

SEE DOOR SCHEDULE

HOLLOW METAL FRAME BEYOND

ALUMINIUM THRESHOLD SET IN

FULL BED OF SEALANT

SEAL - SEE HARDWARE SCHEDULE

PEJ

CMU

HOLLOW METAL FRAME -

SEE DOOR SCHEDULE

FILL WITH GROUT

SEE DOOR SCHEDULE

LINE OF THRESHOLD

BEYOND

CONTINUOUS BACKER ROD &

SEALANT

3/8" MIN. (BOTH SIDES)

JAMB DETAIL

HEAD DETAIL

CMU BOND BEAM, SEE

STRUCTURAL FOR SIZE AND

CELL REINFORCEMENT

REQUIREMENTS

WALL GIRT - SEE STRUCTURAL

BASE TRIM

INSULATED METAL WALL

PANEL

BUTYL SEALANT

WALL GIRT - SEE STRUCTURAL

INSULATED METAL WALL

PANEL

BUTYL SEALANT

CONTINUOUS BENT PLATE EMBEDDED IN

CONCRETE - SEE STRUCTURAL

PRE-MOULDED EXPANSION JOINT

PAVING - SEE CIVIL

Slope

0' - 2"

M in im um

/2 in ch

HOLLOW METAL FRAME

CONT. BACKER ROD AND SEALANT (BOTH SIDES TYP..)

HEAD DETAIL

C L

OVERHEAD COILING DOOR

SILL DETAIL

CMU JAMB, SEE STRUCTURAL FOR

REINFORCEMENT REQUIREMENTS

HOLLOW METAL FRAME

OVERHEAD COILING DOOR

CONT. BACKER ROD AND SEALANT

CONT. BACKER ROD AND SEALANT AT HMF

JAMB DETAIL

WALL GIRT - SEE STRUCTURAL

INSULATED METAL WALL PANEL

BUTYL SEALANT

BASE TRIM

WALL GIRT - SEE STRUCTURAL

INSULATED METAL WALL PANEL

BUTYL SEALANT

BASE TRIM

PNT1: Color: SW 7064

PNT2: Color: SW 7004

PNT3: Color: SW 7065

PNT4: Color: SSW HC-166

PNT5: Color: SW 7600

RB1: Manufacturer: Roppe Color: P123 Charcoal Style B: Cove Height: 4" Length: Roll

RESILIENT BASE

FINISH SCHEDULE LEGEND

PAINT

SC: Sealed Concrete - See Spec 09 91 23

CONCRETE

PNT3: Refer to Paint Colors

INTERIOR HOLLOW METAL FRAMES

PNT3: Refer to Paint Colors

INTERIOR HOLLOW METAL DOORS

NOTES:

1. PAINT EXPOSED STRUCTURE, PIPING, CONDUIT, ETC. THE COLOR

INDICATED IN FINISH SCHEDULE. EXPOSED SIDE OF ROOF PANEL

TO REMAIN AS PREFINISHED, TOUCH-UP PAINT AS REQUIRED.

A

INSULATED METAL WALL PANEL

BASE TRIM

COMPOSITE TRANSLUCENT WALL PANEL

FULL BED OF SEALANT

0' - 8 1/2"

GLAZED OPENING - SEE OPENING SCHEDULE

BACKER ROD W/ SEALANT

SHIM AS REQUIRED - 3/8” MIN

WALL GIRT - SEE STRUCTURAL

INSULATED METAL WALL PANEL

BASE TRIM

GLAZED OPENING - SEE OPENING SCHEDULE

WALL GIRT - SEE STRUCTURAL

BACKER ROD W/ SEALANT

SHIM AS REQUIRED - 3/8” MIN

FULL BED OF SEALANT

PREFINISHED AULUMINUM SUBSILL FLASHING SET IN FULL BED OF SEALANT

2" OVERLAP AT HORIZONTAL JOINTS. SET IN FULL BED OF TYPE V SEALANT,

PROVIDE END DAMS AT ENDS

INSULATED METAL WALL PANEL

BACKER ROD W/ SEALANT

SHIM AS REQUIRED - 3/8” MIN

GLAZED OPENING - SEE OPENING SCHEDULE

WALL GIRT - SEE STRUCTURAL

SIGN TYPE: A

WAYFINDING ID MOUNTED ADJACENT TO DOOR

6"

EXIT

SIGNAGE SCHEDULE

NOTE: ALL SIGNS SHALL COMPLY

WITH NFPA 101 AND ANSI A117.1

SIGN TYPE: B

WAYFINDING ID MOUNTED ADJACENT TO DOOR

6"

NO EXIT

A

INSULATED METAL WALL PANEL

BASE TRIM

FULL BED OF SEALANT

GLAZED OPENING - SEE OPENING SCHEDULE

BACKER ROD W/ SEALANT

SHIM AS REQUIRED - 3/8” MIN

WALL GIRT - SEE STRUCTURAL

BACKER ROD W/ SEALANT

LOUVER, SEE SECTION 08 91 00

PREFINISHED AULUMINUM SUBSILL FLASHING

SET IN FULL BED OF SEALANT

INSULATED METAL WALL PANEL

BACKER ROD W/ SEALANT

GLAZED OPENING - SEE OPENING SCHEDULE

WALL GIRT - SEE STRUCTURAL

PREFINISHED AULUMINUM SUBSILL FLASHING

BACKER ROD W/ SEALANT

LOUVER, SEE SECTION 08 91 00

0' - 8 1/2"

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E

SI

G N

19084

D E

PL

O

Y A

B L

E P

A R

T S

ST

O

R A

G E

F A

C

IL

IT

Y

A3.0B

DSP SCHEDULES

D A

N N

E L

L Y

F

IE

L D

M O

N T

G O

M E

R Y

A L

10 April, 2025

JLJ/CF/NJ

FEL

DSP DOOR AND FRAME SCHEDULE

DOOR

NO.

DOOR

FRAME

TYPE

GLAZING

TYPE

DETAILS

SIGN

TYPE COMMENTSWIDTH PANEL NO.

PANEL 1

WIDTH

PANEL 2

WIDTH HEIGHT THICKNESS TYPE HEAD DETAIL

JAMB

DETAIL

SILL

DETAIL

FIRST FLOOR FFE

D101 14' - 0" 1 14' - 0" 0' - 0" 14' - 0" 0' - 0 7/8" CR HM EXT F3 3/A3.0B 3/A3.0B 3/A3.0B - D102 3' - 0" 1 3' - 0" 7' - 0" 0' - 1 3/4" NL HM EXT HM EXT F2 IG-3 2/A3.0B 2/A3.0B 2/A3.0B A D104 3' - 0" 1 3' - 0" 7' - 0" 0' - 1 3/4" NL HM INT HM F2 S-1 1/A3.0B 1/A3.0B 1/A3.0B A,B,B Install 1 Type B sign to existing adjacent door D105 3' - 0" 1 3' - 0" 7' - 0" 0' - 1 3/4" NL HM EXT HM EXT F2 IG-3 2/A3.0B 2/A3.0B 2/A3.0B A

DSP FINISH SCHEDULE

NO. ROOM NAME

FLOOR

FINISH BASE FINISH

WALL FINISH

CEILING FINISH

WINDOW MILLWORK TOILET

PARTITIONS NOTESNORTH WALL EAST WALL SOUTH WALL WEST WALL SILL CASEWORK COUNTERTOP

FIRST FLOOR FFE

D101 DSP STORAGE SC PNT1 PNT1 PNT1 PNT1 NOTE 1 / PNT1 - - - - PAINT ALL EXPOSED STRUCTURE D102 EGRESS SC RB1 PNT1 PNT1 PNT1 PNT1 NOTE 1 / PNT1 - - - - PAINT ALL EXPOSED STRUCTURE

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

1 DSP HM AT CMU, INSET

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

2 DSP HM FRAME DETAILS - INSULATED METAL WALL PANEL ON CMU

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

8 DSP OVERHEAD COILING DOOR HEAD AND JAMB DETAIL - INSULATED METAL PANEL

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

5 DSP STOREFRONT HEAD @ INSULATED METAL WALL PANEL

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

6 DSP STOREFRONT @ INSULATED METAL WALL PANEL

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

7 DSP STOREFRONT SILL @ INSULATED METAL WALL PANEL

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

3 DSP STOREFRONT HEAD W/ LOUVERS @ INSULATED METAL WALL PANEL

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

4 DSP STOREFRONT SILL W/ LOUVERS @ INSULATED METAL WALL PANEL

Rev. Description Date

TYPICAL HSS GIRT TO C.M.U. WALL DETAIL

HSS GIRT. SEE

PLAN FOR SIZE

CMU WALL

L3x3x1/4x0'-6" W/ (2)3/4"Ø

EXP. BOLTS TOP & BOT.

3/16

TYP.

TYPICAL HSS GIRT TO BUILDING COLUMN DETAIL

3/16

TYP.

HSS GIRT. SEE

PLAN FOR SIZE

BUILDING

COLUMN

COPE GIRT AROUND

COL. FLANGE AS

REQUIRED

L3x3x1/4x0'-6"

TOP & BOTTOM

TYPICAL SLAB CONSTRUCTION

W.W.F.

JOINT DETAIL-(C.J.)

ALTERNATE SLAB CONSTRUCTION

JOINT DETAIL (SAWED JOINT)

W.W.F.

6"

SAW CUT 1/8"x1" DEEP

SAWED JOINT. FILL

JOINT W/ SEALANT.

NOTE:

IF SAWED JOINTS ARE USED,

JOINTS MUST BE SAWED SAME

DAY AS SLAB POUR.

WOOD FORMED

KEYED JOINT

1/

2" 6"

6" 6"

HARD RUBBER KEY MASONRY

CONTROL JOINT @ 25'-4" MAX.,

FULL HT. DISCONTINUE @ TOP &

BOT. OF U-BLOCK BOND BEAMS.

RAKE JOINT

CLEAN & CAULK

CMU SASH BLOCK

NOTE:

M.C.J. DETAIL

SIMILAR @

INTERIOR

C.M.U. WALLS

VERT. REINF. SAME SIZE

AS WALL REINF. EA. SIDE

OF M.C.J. FULL HT. OF

WALL, TYP.

FILL CELLS W/ CONC. FULL

HT. @ EA. VERT. BAR, TYP.

CAULK JOINTBRICK WHERE OCCURS

(@ EXTERIOR WALLS)

TYPICAL MASONRY CONTROL JOINT (M.C.J.)

8"

4" 2' - 0"

8" 8" 8"

SEE PLAN

FOR EL.

FILL ALL CELLS

W/ CONC. BELOW

FIN. FLOOR

FIN. FLOOR

(2)#5 CONT. TOP &

BOT. W/ #4 @ 24"O.C.

TURN VAPOR

BARRIER UP WALL

TO BREAK BOND

6x6-W1.4xW1.4 W.W.F.

0'-0"

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS SOLID W/ CONC.

FULL HT. OF WALL ONLY @

#4.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1'

0"

SP

LI

C

E

D

IA

F.

S.

SE

E

PL

AN

TYPICAL FOOTING STEP DETAIL - (F.S.)

CONT. REINF.

MIN.

1' - 0"

CONT. REINF.

SEE SECTIONS FOR

TRANSVERSE REINF.

SAME SIZE & NUMBER

AS CONT. REINF.

TYP.

2' - 0"

(8)#8 VERT.

#4 TIES SPACED

@ 2@2", R@6"

FROM TOP, 1 1/2"

CLEAR SIDES.VIEW A-A

2'

0"

2' - 0"

SEE PLAN

FOR EL.

SCH. REINF.

D

EP

TH

SC

H

SCH. SIZE

24"x24" CONC. PIER W/

(8)#8 VERT. & #4 TIES

SPACED @ 2@2", R@

6" FROM TOP, 1 1/2"

CLEAR SIDES.

CENTERLINE BASE

PLATE, PIER, & FTG.

BELOW

COORDINATE W/

METAL BLDG. MFR.

FRAME COL., BASE

PLATE, & ANCHOR BOLTS

BY METAL BLDG. MFR.

(USE (4)3/4"Øx24" GRADE

55 HEADED, MIN.)

FIN. GRADE.

SEE SITE PLAN

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

O.S.F. OF END

WALL COLUMN

A-A

8"

FIN. FLOOR

6x6-W2.9xW2.9 W.W.F.

+0'-0"

TOP OF PIER

8"

2" 6"

HOOK (2)#9 AROUND

ANCHOR BOLTS

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

S2.1B

SEE PLAN

FOR EL.

FIN. FLOOR

SCH. REINF.

6x6-W2.9xW2.9 W.W.F.

+0'-0"

D

EP

TH

SC

H

SCH. SIZE

16"x16" CONC. PIER W/

(4)#8 VERT. & #4 TIES

SPACED @ 2@2", R@6"

FROM TOP, 1 1/2"

CLEAR SIDES.

CENTERLINE BASE PLATE,

PIER, & FTG. BELOW

TOP OF PIER

6" 2"

ENDWALL COL., BASE

PLATE, & ANCHOR BOLTS

BY METAL BLDG. MFR.

(USE (4)3/4"Øx24" GRADE

55 HEADED, MIN.)

8"FIN. GRADE.

SEE SITE PLAN

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

O.S.F. OF END

WALL COLUMN

8"

COORDINATE W/

METAL BLDG. MFR.

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n W W W .S

SL

A R C H .C O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

19084

D E

PL

O

Y A

BL

E

P A

RT

S

ST

O

RA

G

E F

A

CI

LI

TY

09-06-21

S0.1B

GENERAL NOTES -

SCHEDULES -

TYPICAL DETAILS -

DPS STORAGE

D A

N N

E

LL

Y F

IE

LD

M

O N

TG

O

M E

RY

A

L.

09/06/2021

FOUNDATION:

1. THE BEARING STRATA OF ALL FOOTINGS AND GRADE BEAMS SHALL BE

INSPECTED AND APPROVED BY THE SOILS TESTING LABORATORY PRIOR

TO PLACING THE REINFORCING STEEL AND CONCRETE.

2. ALL FOOTINGS SHALL BEAR ON AN UNDISTURBED SOIL STRATA OR

COMPACTED FILL CAPABLE OF SUSTAINING THE LOADS.

3. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF

P = 2500 PSF. THE TESTING AGENCY SHALL VERIFY THAT THE SOILS ARE

CAPABLE OF SUSTAINING 2500 PSF PRIOR TO CONCRETE PLACEMENT.

4. ELEVATIONS SHOWN ON PLAN ARE TOP OF FOOTINGS AND ARE MINIMUM

DEPTH. DIFFERENT OR UNUSUAL CONDITIONS SHALL BE REPORTED TO

THE ARCHITECT AND/OR ENGINEER.

5. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE

GROUND. CONCRETE BLOCK AND BROKEN TILE SHALL NOT BE USED.

CONCRETE OR CLAY BRICK MAY BE USED.

6. DOWEL ALL FOOTINGS AND WALLS WHERE THEY ABUT WITH SAME STEEL

AS VERTICAL.

7. PROVIDE PREFORMED EXPANSION JOINT WHERE SHOWN.

8. IN FOOTINGS PROVIDE CORNER BARS AT ALL EXTERIOR BUILDING CORNERS.

9. DO NOT BACK FILL BEHIND FOUNDATION WALLS UNTIL TOP AND BOTTOM

SLABS HAVE BEEN POURED AND ATTAINED THEIR DESIGN STRENGTHS.

10. BACK FILL BOTH SIDES OF FOUNDATION WALLS AT SAME TIME TO

PREVENT OVERTURNING.

11. BACK FILL BEHIND ALL RETAINING WALLS AND BASEMENT WALLS SHALL

BE AN APPROVED GRANULAR MATERIAL.

CONCRETE:

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS OF

F'c = 4000 PSI AND A MAXIMUM WATER-CEMENT RATIO OF 0.53.

ALL CONCRETE FOR EXTERIOR APPLICATIONS SHALL CONTAIN

ENTRAINED AIR. SEE SPECS FOR ADDITIONAL INFORMATION.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

4. UNLESS NOTED OTHERWISE PROTECTIVE COVERING OF REINFORCEMENT

SHALL BE AS FOLLOWS ( SEE DETAILS ) : FOOTINGS AND GRADE BEAMS

3" CLEAR BOTTOM AND SIDES, 2" CLEAR TOP. CONCRETE SLABS

3/4" CLEAR. WALLS 1 1/2" CLEAR SIDES. BEAMS 1 1/2" CLEAR TO

STIRRUPS. CONCRETE COLUMNS 1 1/2" CLEAR TO TIES.

5. LAP ALL CONCRETE WALL VERTICAL REINFORCING AND CONCRETE BEAM

HORIZONTAL REINFORCING WITH CLASS B LAP SPLICES. LAP ALL OTHER

CONTINUOUS BARS WITH CLASS A SPLICES UNLESS NOTED OTHERWISE.

6. PLACING PLANS AND DETAILS SHALL BE IN ACCORDANCE WITH THE

LATEST "A.C.I. DETAILING MANUAL".

7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

AND/OR ENGINEER'S REVIEW.

8. DO NOT RUN CONDUITS, RACEWAYS, OR PIPES IN CONCRETE SLABS, BEAMS,

OR COLUMNS WITHOUT SPECIFIC APPROVAL FROM BLACKBURN DANIELS O'BARR.

MASONRY:

1. PROVIDE MASONRY HORIZONTAL JOINT REINFORCEMENT 16" O.C.

VERTICAL IN ALL CONCRETE BLOCK WALLS. REINFORCEMENT SHALL BE

FOR TOTAL WIDTH OF CAVITY WALLS.

2. WHERE CONCRETE OR STEEL BEAMS BEAR ON CONCRETE BLOCK WALLS, BLOCK

CELLS SHALL BE FILLED WITH CONCRETE 1'-4" WIDE TO FOUNDATION AND

REINFORCED WITH A #5 EACH CELL UNLESS NOTED OR DETAILED OTHERWISE.

3. CONCRETE OR GROUT FOR BLOCK FILL SHALL HAVE 3/8 INCH MAXIMUM

SIZE COARSE AGGREGATE AND SUFFICIENT WATER SO THE CONCRETE

WILL FLOW INTO THE BLOCK CELLS WITHOUT LEAVING VOIDS. HEIGHT

OF LIFT WHEN FILLING CELLS SHALL NOT EXCEED 4'-0".

4. CONCRETE OR GROUT FILL FOR C.M.U. SHALL HAVE A 28 DAY COMPRESSIVE

STRENGTH OF F'c = 3000 PSI. ON 16" AND DEEPER U-BLOCKS, FILL

CELLS FULL HEIGHT OF LINTEL AT SAME TIME.

5. ANCHOR ALL MASONRY WALLS TO STEEL COLUMNS WITH STRAP ANCHORS

AT 16" O.C. VERTICALLY UNLESS SHOWN OTHERWISE.

6. UNLESS INDICATED OTHERWISE PROVIDE KEYED RUBBER MASONRY

CONTROL JOINTS AT A MAXIMUM SPACING OF 25'-4". JOINT SHALL

BE DISCONTINUOUS AT BOND BEAM.

7. PROVIDE REINFORCING BAR SUPPORTS TO CENTER VERTICAL

REINFORCING IN MASONRY WALLS.

8. PROVIDE 48 DIAMETER LAP SPLICE IN VERTICAL MASONRY REINFORCING.

9. PROVIDE CORNER BARS IN U-BLOCK BOND BEAMS AT CORNERS, TYPICAL.

10. ALL CMU SHALL BE PLACED IN A RUNNING BOND PATTERN UNLESS NOTED

OTHERWISE.

11. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS AND

LINTELS (CUT OUT OR NOTCH BOTTOM OF U-BLOCKS AS REQUIRED -- DO NOT

SUBSTITUTE BLOCK WITH KNOCK-OUT WEBS WHERE STANDARD U-BLOCK IS

INDICATED). FOR BOND BEAMS AT TOP OF WALL, EXTEND VERTICAL

REINFORCING TO 1" CLEAR TOP OF BOND BEAM.

STRUCTURAL STEEL:

1. ALL STRUCTURAL STEEL W AND WT SHAPES SHALL CONFORM TO ASTM

A992 (GRADE 50). OTHER SHAPES SHALL CONFORM TO ASTM, A36,

LATEST EDITION (EXCEPT STEEL JOISTS AND TUBE SECTIONS).

2. STRUCTURAL STEEL TUBE SECTIONS SHALL CONFORM TO ASTM A500,

GRADE B, Fy = 46.0 KSI.

3. HEADED STUDS SHALL BE TYPE B SHEAR CONNECTORS (Fu = 65 KSI).

4. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

AND/OR ENGINEER'S REVIEW.

5. THE CONTRACTOR SHALL VERIFY ALL SH0P DRAWINGS DIMENSIONS WITH

STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS.

6. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS

CONFORMING TO ASTM A325. USE 3/4 INCH DIAMETER MINIMUM.

UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED AS FULLY

PRETENSIONED BEARING CONNECTIONS.

7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED

BY THE FABRICATOR. WHERE POSSIBLE USE DOUBLE ANGLE

CONNECTIONS. USE MAXIMUM NUMBER OF BOLTS FOR DEPTH

OF BEAM WITH SINGLE ROW OF BOLTS. WHERE DOUBLE ANGLE

CONNECTIONS ARE NOT POSSIBLE, FABRICATOR SHALL DESIGN

CONNECTION FOR CAPACITY EQUIVALENT TO DBL-ANGLE CONNECTION

WITH MAX NO. BOLTS UNLESS DETAILED OTHERWISE.

8. FOR DBL-ANGLE CONNECTIONS, MIN ANGLE THICKNESS SHALL BE 5/16"

FOR 3/4 INCH DIAMETER BOLTS AND 3/8" FOR 7/8 INCH DIAMETER BOLTS

AND LARGER.

9. UNLESS SHOWN OTHERWISE PROVIDE 1/2 X 7 1/2 X 7 1/2 BEARING

PLATES ON 1 INCH GROUT WITH 2-3/4" DIAMETER ANCHOR BOLTS

UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.

10. OPEN WEB STEEL JOIST SHALL CONFORM TO THE SPECIFICATIONS OF

THE AISC AND SJI AND TO THE LATEST OSHA STEEL ERECTION STANDARD.

11. UNLESS SHOWN OTHERWISE PROVIDE BRIDGING, BEARING SEATS, AND

STABILIZER PLATES IN ACCORDANCE WITH ABOVE SPECIFICATIONS AND

STANDARD.

12. ALL BRIDGING SHALL BE SECURELY ANCHORED AT END OF EACH RUN.

WELD TO STEEL BEAM OR ANCHOR TO MASONRY WALL WITH 3/8 "

ANCHOR BOLTS.

13. WHERE JOISTS CAN NOT BEAR 2 1/2 INCHES ON STEEL BEAMS,

STAGGER LOCATION OF JOISTS TO PROVIDE 2 1/2 INCHES MINIMUM

BEARING.

14. ROOF JOISTS AND BRIDGING SHALL BE DESIGNED FOR A NET UPLIFT

OF 15 PSF. SHELTER ROOF JOISTS SHALL HAVE A MINIMUM TOP CHORD

THICKNESS OF 1/4".

15. ANY MEMBER CALLED OUT TO BE BENT TO RADIUS SHALL BE FABRICATED OUT

OF PLATE WITH EQUIVALENT SECTION PROPERTIES IF BENDING TO RADIUS

IS IMPRACTCAL.

PRE-ENGINEERED METAL BUILDING:

1. THE COMPLETE DESIGN OF METAL BUILDING INCLUDING ALL

COMPONENTS SHOWN OR NOT SHOWN ON THE DRAWINGS SHALL BE

ACCOMPLISHED BY THE BUILDING MANUFACTURER.

2. THE DESIGN SHALL BE MADE BY A REGISTERED ENGINEER, REGISTERED

IN THE STATE OF ALABAMA AND HE SHALL AFFIX HIS REGISTRATION

NUMBER TO ALL SHOP DRAWINGS AND CALCULATIONS.

3. THE BUILDING AND ALL OF ITS COMPONENTS SHALL BE DESIGNED FOR

THE FOLLOWING DEAD AND LIVE LOADS;

a.) ACTUAL WEIGHT OF STEEL STRUCTURE.

b.) 10 PSF DEAD (COLLATERAL) LOAD IN ADDITION TO ACTUAL WEIGHT OF

STRUCTURE AND ROOFING MATERIALS.

c.) 20 PSF ROOF LIVE LOAD.

d.) ANY ADDITIONAL LOADS AND REACTIONS THAT ARE SHOWN ON

THE DRAWINGS.

e.) WIND LOADING AS REQUIRED BY INTERNATIONAL BUILDING CODE.

4. NO LIVE LOAD REDUCTION SHALL BE TAKEN FOR THE DESIGN OF THE

RIGID FRAMES.

5. WHERE MEMBER SIZES AND GAGES ARE SHOWN THEY SHALL BE

CONSIDERED A MINIMUM SIZE. THE MANUFACTURER SHALL NOT USE

SMALLER SIZE OR LIGHTER GAGES, OR OMIT FRAMING WHERE

INDICATED. HE SHALL USE ONLY LARGER SIZE AND HEAVIER GAGES

IF HIS DESIGN INDICATES THESE ARE REQUIRED TO MEET THE

LOADING CRITERIA

6. THE DEFLECTION OF GIRTS SHALL BE LIMITED TO 1/240 OF THE SPAN

AND DEFLECTION OF PURLINS SHALL BE LIMITED TO 1/240 OF THE

SPAN. DEFLECTION OF RIGID FRAMES AND END WALL COLUMNS

SHALL BE LIMITED TO 1/240 OF THE SPAN. DEFLECTIONS

SHALL BE BASED ON TOTAL LOAD (DEAD PLUS LIVE LOADS).

TOTAL RIGID FRAME DRIFT SHALL BE LIMITED TO

H/240, WHERE H IS EQUAL TO THE EAVE HEIGHT.

7. COLUMN BASES SHALL BE DESIGNED AS PINNED CONNECTIONS.

MOMENTS AT COLUMN BASE PLATES ARE NOT ACCEPTABLE.

8. LOCATE PORTAL FRAMES ONLY WHERE INDICATED ON PLAN. PORTAL FRAME

COLUMNS SHALL BE NESTED TIGHT TO WEB OF RIGID FRAME COLUMN.

COLD-FORMED STEEL STUDS:

1. PROVIDE COLD FORMED STEEL STUDS WHERE INDICATED ON THE PLAN.

ALL SIZES AND GAGES SHOWN SHALL BE CONSIDERED MINIMUM.

2. LIGHT STEEL GALVANIZED (G-60) METAL STUDS, OF SIZES SHOWN

COMPLETE WITH ALL ACCESSORIES REQUIRED. 16 GA AND HEAVIER

MEMBERS SHALL MEET ASTM A-1003/A1003M, GRADE D WITH 50 KSI

YIELD.

3. PROVIDE SHOP DRAWINGS PREPARED BY COLD FORMED METAL FRAMING

MANUFACTURER. SUBMIT FOR APPROVAL SHOWING PLANS, SECTIONS,

ELEVATIONS, LAYOUTS, PROFILES, PRODUCT COMPONENTS, AND INDICATING

SPACING OF MEMBERS, PROPOSED METHODS OF FRAMING LINTELS,

DOORWAY FRAMING, ETC. SHOW CONNECTION DETAILS WITH SCREW TYPE

AND LOCATIONS AND ALL OTHER FASTENER REQUIREMENTS. INCLUDE

CATALOG DATA ON ALL PRODUCT MATERIAL.

4. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-

CULATIONS INCLUDING ALL CONNNECTIONS. DESIGNS SHALL BE SIGNED

BY A REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE

STATE OF ALABAMA.

5. MINIMUM CONNECTION OF THE TRACK TO THE FOUNDATION SHALL BE

(2)-0.157IN DIAMETER X 1-1/2" EMBEDMENT HILTI X-U ANCHORS

AT EACH STUD. FOLLOW ALL MANUFACTURERS RECOMMENDED EDGE

DISTANCES AND SPACING REQUIREMENTS.

CODES:

ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE

APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:

AMERICAN CONCRETE INSTITUTE (ACI)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AMERICAN WELDING SOCIETY (AWS)

OSHA STEEL ERECTION STANDARD (OSHA)

STEEL JOIST INSTITUTE (SJI)

INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)

DESIGN LIVE LOADS:

ROOF.......20 PSF.

MEZZANINE..150 PSF

OFFICES

RISK CATEGORY (PER IBC 2015/ASCE 7-10)..........II

WIND.......INTERNATIONAL BUILDING CODE (PER ASCE 7-10)

ULTIMATE DESIGN WIND SPEED (Vult).........115 MPH NOMINAL DESIGN WIND SPEED (Vasd)..........90 MPH

WIND EXPOSURE.............................C

INTERNAL PRESSURE COEFFICIENTS............+/-0.18

COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES:

NOTE: MULTIPLY ALL VALUES SHOWN BELOW BY 0.6 TO GET ALLOWABLE DESIGN

PRESSURES.

ROOF:TRIBUTARY AREA A = 10 SF

ZONE 1: -49.7PSF/31.3PSF

ZONE 2: -86.5PSF/31.3PSF

ZONE 3: -128.0PSF/31.3PSF

WALL:TRIBUTARY AREA A = 10 SF

ZONE 4: -58.9PSF/54.3PSF

ZONE 5: -72.7PSF/54.3PSF

CORNER ZONE = 5 FT

SEISMIC....INTERNATIONAL BUILDING CODE (PER ASCE 7-10)

SEISMIC IMPORTANCE FACTOR.................Ie=1.0 MAPPED SPECTRAL ACCELERATION (SHORT-TERM).Ss=0.134

MAPPED SPECTRAL ACCELERATION (1-SECOND)...S1=0.075

SITE CLASS................................C

SHORT-PERIOD SPECTRAL RESPONSE ACCEL......Sds=0.107g 1-SECOND SPECTRAL RESPONSE ACCEL..........Sd1=0.085g

SEISMIC DESIGN CATEGORY...................B

SEISMIC FORCE-RESISTING SYSTEM............STEEL FRAME

NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

DESIGN BASE SHEAR (ULTIMATE)..............35k SEISMIC RESPONSE COEFFICIENT..............Cs=0.035

RESPONSE MODIFICATION FACTOR..............R=3

ANALYSIS PROCEDURE........................ASCE 7 (SECT 12.8)

SNOW.......INTERNATIONAL BUILDING CODE

GROUND SNOW LOAD..........................Pg=5 PSF

SPECIAL INSPECTIONS

1. ALL SPECIAL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL

BE

PERFORMED BY A DESIGNATED TESTING EGENCY OR AGENCIES RESPONSIBLE

FOR SPECIAL INSPECTIONS.

SEISMIC REQUIREMENTS FOR SPECIAL INSPECTIONS:

1. THE FOLLOWING STRUCTURAL COMPONENTS ARE DESIGNATED AS SEISMIC

SYSTEMS AND/OR PART OF THE SEISMIC-FORCE-RESISTING SYSTEM OF THE

BUILDING AND ARE SUBJECT TO THE REQUIREMENTS OF SECTIONS 1705.12

AND 1705.13 OF IBC 2015 AND PROJECT SPECIFICATIONS:

X-BRACING

PRE-ENG TRUSSES AND TRUSS-COLUMN CONNECTIONS

SHEAR WALLS (INCL. ANCHORAGE TO FOUNDATION)

THESE SPECIFIC COMPONENTS ARE IN ADDTION TO ALL GENERAL COMPONENTS

LISTED IN SECTIONS 1705.12 AND 1705.13 OF IBC 2015 AND ARE SUBJECT

TO ALL SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY CHAPTER 17 OF

IBC 2015, PROJECT SPECIFICATIONS, AND SCHEDULE OF SPECIAL INSPECTIONS.

SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED AS PER THE STATEMENT

OF SPECIAL INSPECTIONS.

2. OTHER ARCHITECTURAL, MECHANICAL, OR ELECTRICAL COMPONENTS

AND THEIR ANCHORAGES MAY ALSO BE DESIGNATED AS SEISMIC SYSTEMS.

SEE OTHER DISCIPLINE'S DRAWINGS AND SPECIFICATIONS.

3. ALL SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL

BY PERFORMED. REFER TO TABLES SHOWN IN CHAPTER 17 FOR ALL APPLICABLE

COMPONENTS THAT REQUIRE SPECIAL INSPECTIONS.

WIND REQUIREMENTS FOR SPECIAL INSPECTIONS:

1. THE FOLLOWING STRUCTURAL COMPONENTS ARE DESIGNATED AS WIND

SYSTEMS AND/OR PART OF THE MAIN WINDFORCE-RESISTING SYSTEM

OF THE BUILDING AND ARE SUBJECT TO THE REQUIREMENTS OF SECTION

1705.11 OF IBC 2015 AND PROJECT SPECIFICATIONS:

ROOF DIAPHRAGM SYSTEM AND ATTACHMENT

LOAD-BEARING CMU (SHEAR) WALLS

JOIST CONNECTIONS TO SHEAR WALLS

SHEAR WALL ANCHORAGE TO FOUNDATION

THESE SPECIFIC COMPONENTS ARE IN ADDTION TO ALL GENERAL COMPONENTS

LISTED IN SECTION 1705.11 OF IBC 2015 AND ARE SUBJECT TO ALL

SPECIAL INSPECTIONS AND TESTING AS REQUIRED BY CHAPTER 17 OF IBC

2015, PROJECT SPECIFICATIONS, AND SCHEDULE OF SPECIAL INSPECTIONS.

SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED AS PER THE STATEMENT

OF SPECIAL INSPECTIONS.

2. OTHER ARCHITECTURAL COMPONENTS AND THEIR ANCHORAGES MAY

ALSO BE DESIGNATED AS WIND-RESISTING COMPONENTS. SEE OTHER

DISCIPLINE'S DRAWINGS AND SPECIFICATIONS.

3. ALL SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE IBC 2015 SHALL

BY PERFORMED. REFER TO TABLES SHOWN IN CHAPTER 17 FOR ALL APPLICABLE

COMPONENTS THAT REQUIRE SPECIAL INSPECTIONS.

GENERAL NOTES

3/4" = 1'-0"

SECTION1

3/4" = 1'-0"

DETAILA 3/4" = 1'-0"

DETAILB

FOOTING SCHEDULE - DPS

Type Mark Width Length Depth Reinforcing

F-G 6'-0" 6'-0" 1'-2" (6)#4 E.W. TOP - (6)#5 E.W. BOT.

F-M 8'-6" 8'-6" 1'-6" (9)#5 E.W. TOP - (9)#6 E.W. BOT.

F-P 9'-6" 9'-6" 1'-8" (10)#5 E.W. TOP - (10)#6 E.W. BOT.

Lintel Schedule - DPS Mark or Location Max. Span Type Size Reinforcing Remarks

8" C.M.U. 4'-0" U-BLOCK 8x16 #5 TOP & BOTTOM 8" HIGH U-BLOCK Rev. Description Date

1 Addendum #1

08.01.25

EF

156 SF

COMM

164 SF

ELECTRICAL

265 SF

CUST.

SERVICE

93 SF

ASSET

MANAGEMENT

83 SF

OPERATIONS

COMPLIANCE

324 SF

F-35 SEGREGATED

STORAGE

190 SF

BATTERY STORAGE

190 SF

HEF STORAGE

190 SF

FLAMMABLE

STORAGE

190 SF

CORROSIVE

STORAGE

190 SF

DRUM STORAGE

ALIS WORKSTATION

TA

N K

S

TO

R A G

E

83 SF

CUST. SUPPORT

NCOIC

98 SF

MATERIAL

MANAGEMENT

286 SF

OPEN OFFICE

111A

105 106

101B

101A

100B

146147

144 143 142 141 140 139

125 SF

GAS MASK WASH

ROOM

145B

DSP STORAGE

M

AT

C H

LI

N

E

- N

EW

D

PS

M

AT

C

H

LI

N E

- E

XI

ST

IN

G B

AS

E

SU

PP

LY

M

AT

C

H

LI

N E

- N

EW

D

PS

M

AT

C H

LI

N

E

- E

XI

ST

IN

G

B

AS

E

SU

PP

LY

EXISTING ALARM

HORN AND STROBE

EXISTING FDC

F F

EXISTING CONTROL

RISER SERVING

BASE SUPPLY AND

NEW DPS

EXISTING UNDERGROUND

WATER SERVICE FEEDING

BASE SUPPLY AND NEW

DPS

BFP

F F

F

F

F

F

F

FNEW DPS WET PIPE SPRINKLER

ZONE BOUNDARY

NEW DPS WET PIPE SPRINKLER

ZONE BOUNDARY

EXISTING WET PIPE SPRINKLER

SYSTEM FEED MAIN SERVING

BASE SUPPLY. FIELD VERIFY

EXACT LOCATION.

ZONE

DPS-1

FF

F

F FFF

F

F

F

EXISTING STUB-OUT

FOR DPS BUILDING

FIRE SPRINKLER CONTRACTOR SHALL INSTALL PIPING, IN WAREHOUSE

AREAS, AS REQUIRED TO PROVIDE COMPLETE PROTECTION OF ALL

STORED ITEMS AND ACCESS ISLES. ROUTE SPRINKLER PIPING, OFFSET

FROM THE CENTER OF ISLES, SO AS NOT TO INTERFERE WITH REQUIRED

LIGHTING. STORAGE AREAS SHALL BE PROTECTED TO A MAXIMUM

HEIGHT OF 30'-0" AFF, BASED ON PLASTICS COMMODITIES.

PROTECTION OF STORAGE AREAS SHALL BE PROVIDED USING "ESFR"

SPRINKLERS. MINIMUM TEMPERATURE RATING OF SPRINKLERS IN

WAREHOUSE AREAS SHALL BE 150° F.

BUILT-IN SLEEVE WITH

FIRE STOP SEALANT

AND ESCUTCHEONS

BUILT-IN SLEEVE WITH

FIRE STOP SEALANT

AND ESCUTCHEONS

1 2

8"

F

F

8"

EXISTING TEST HEADER

PRV

EXISTING SHUT-OFF

VALVE

F F

EXISTING STUB-OUT

FOR DPS BUILDING

F

F

CONNECT TO EXISTING

F EXISTING PIPING TO REMAIN

UNIFIED FACILITIES CRITERIA UFC

LEGEND

DUCTILE IRON PIPEDIP

MECHANICAL JOINTMJ

FIRE DEPARTMENT CONNECTIONFDC

UNDERGROUNDUG

GALLONS PER MINUTEGPM

POUNDS PER SQUARE INCHPSI

SQUARE FEETSF

SPRINKLER SYSTEM ZONE BOUNDARY

UNDERWRITERS LABORATORYU.L.

NOTE LEGEND NUMBER

WET PIPE SYSTEM CONTROL ASSEMBLY

F FIRE SPRINKLER PIPING

FACTORY MUTUALFM

GENERAL NOTES:

1. FIRE SPRINKLER CONTRACTOR SHALL BE LICENSED THROUGH THE OFFICE

OF THE STATE OF ALABAMA FIRE MARSHAL.

2. SEE SPECIFICATIONS FOR SPRINKLER OCCUPANCY HAZARD

CLASSIFICATIONS, SPRINKLER DENSITY REQUIREMENTS, SPRINKLER

MINIMUM AREA REQUIREMENTS, AND HOSE STREAM DEMAND

REQUIREMENTS.

3. ALL WET SYSTEM FIRE SPRINKLER PIPING SHALL BE INSTALLED WITHIN

BUILDING INSULATION ENVELOPE. SEE ARCHITECTURAL PLANS FOR THE

LOCATION AND EXTENT OF THE BUILDING INSULATION ENVELOPE.

4. ALL TAMPER SWITCHES, FLOW SWITCHES, AND ALARM HORN / STROBE,

SHALL BE FURNISHED AND INSTALLED BY THE FIRE SPRINKLER

CONTRACTOR. REQUIRED ELECTRICAL CONNECTIONS, AND

CONNECTIONS TO THE BUILDING FIRE ALARM SYSTEM, SHALL BE

PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL FLOW AND TAMPER

SWITCHES SHALL BE CONNECTED TO A CONSTANTLY MONITORED

LOCATION. PROVIDE SURGE PROTECTIONS DEVICES (SPDS) FOR

COMMUNICATION EQUIPMENT AND SPECIALIZED ELECTRICAL

EQUIPMENT SUCH FIRE ALARM AND DETECTION SYSTEMS (ANTENNAS),

ELECTRICAL POWER FOR FIRE ALARM CONTROL PANELS (FACP) AND

MASS NOTIFICATIONS SYSTEMS (MNS) ARE AREAS OF REQUIREMENT OF

AFI 32-1065 AND NFA 780. SPDS SHALL BE UL1283 AND UL1449 RATED.

5. NO PIPING SHALL BE INSTALLED ABOVE ELECTRICAL EQUIPMENT AND/OR

DATA EQUIPMENT. MAINTAIN ALL REQUIRED CLEARANCES.

6. ALL EXPOSED SPRINKLER PIPING SHALL BE INSTALLED AS HIGH AS

POSSIBLE.

7. THESE DRAWINGS ARE FOR ENGINEERING INTENT ONLY. FOR NEW OR

MODIFIED SYSTEMS, WORKING (SHOP) DRAWINGS AND CALCULATIONS

MUST BE PREPARED BY A QUALIFIED FIRE PROTEC TION ENGINEER (QFPE)

THAT HAS OBTAINED NATIONAL INSTITUTE FOR CERTIFICATION IN

ENGINEERING TECHNOLOGIES, AUTOMATIC SPRINKLER SYSTEMS, LEVEL III

CERTIFICATION OR SPECIAL HAZARDS SUPPRESSION SYSTEMS LEVEL IV

CERTIFICATION, AS APPLICABLE TO THE PROJECT. THE QUALIFIED FIRE

PROTECTION ENGINEER (QFPE) MUST REVIEW THE SHOP DRAWINGS,

HYDRAULIC CALCULATIONS AND MATERIAL SUBMITTALS. THE SHOP

DRAWINGS MUST BEAR THE REVIEW STAMP OF THE QFPE PRIOR TO

SUBMITTING THE FIRE EXTINGUISHING SYSTEM SHOP DRAWINGS TO THE

DESIGNATED FIRE PROTECTION ENGINEER (DFPE).

8. BRAND NAMES AND MODEL NUMBERS ARE GIVEN FOR ILLUSTRATIVE

PURPOSES ONLY. EQUIPMENT, FULFILLING REQUIREMENTS OF THE PLANS

AND SPECIFICATIONS, MAY BE SUBMITTED FOR REVIEW AND APPROVAL.

9. THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE A "STATEMENT OF

COMPLIANCE" TO THE AUTHORITY HAVING JURISDICTION (AHJ) BEFORE

REQUESTING FINAL APPROVAL OF THE INSTALLATION, AS PER SECTION

901.2.1 IN THE INTERNATIONAL FIRE CODE, 2019 EDITION.

10. A COPY OF AS-BUILT DRAWINGS, MANUFACTURER'S OPERATION AND

MAINTENANCE LITERATURE, AND NFPA 25 SHALL BE PROVIDED TO THE

OWNER AS A PART OF THE SYSTEMS ACCEPTANCE.

1. FIRE PROTECTION SYSTEM SHALL BE A WET PIPE SYSTEM, AND SHALL COMPLY WITH "UFC

3-600-01" (REV. 5.6.2021), "NFPA 13" (2019), AND INTERNATIONAL BUILDING CODE (2021).

2. DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH "UFC 3-600-01" (REV.

5.6.2021).

3. OCCUPANCY CLASSIFICATION SHALL BE PER "UFC 3-600-01" (REV. 5.6.2021).

4. SYSTEMS SHALL BE INTERFACED WITH BUILDING ALARM SYSTEM.

5. ROUTE PIPING TO MINIMIZE OBSTRUCTION TO OTHER WORK.

6. BUILDING SHALL BE SUPERVISED PER "UFC 3-600-01" (REV. 5.6.2021).

7. THE SPRINKLER CONTRACTOR SHALL DESIGN AND INSTALL AN APPROVED, COMPLETE,

OPERATIONAL SPRINKLER SYSTEM. PROVIDE COVERAGE TO ENTIRE AREA INCLUDING

OVERHANGS. SYSTEM SHALL MEET ALL APPLICABLE CODES AND ORDINANCES.

COORDINATE HEADS WITH LIGHTS, MECHANICAL EQUIPMENT, CEILING SYSTEMS, ETC.

8. CUTTING OF STRUCTURAL AND / OR ARCHITECTURAL MEMBERS SHALL BE DONE ONLY

WITH THE WRITTEN APPROVAL OF THE ARCHITECT.

9. CONTRACTOR SHALL PROVIDE OFFSETS AS REQUIRED FOR PROPER INSTALLATION,

COORDINATION WITH OTHER TRADES, AND / OR TO MAINTAIN PROPER CLEARANCES.

VERIFY STRUCTURAL, MECHANICAL, AND ELECTRICAL INSTALLATIONS AND AVOID ANY /

ALL OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING, AND/OR

SPRINKLER LOCATIONS.

10. ALL WALL AND FLOOR PENETRATIONS FOR FIRE PROTECTION PIPING SHALL BE FULLY

SLEEVED AND SEALED. FIRE STOP ALL PENETRATIONS OF SMOKE / FIRE WALLS, CEILINGS,

FLOORS, ROOFS, ETC. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE RATED

STRUCTURES.

11. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH "UFC 3-600-01" (REV.

5.6.2021).

12. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE

WITH "UFC 3-600-01" (REV. 5.6.2021). FOR ALL PROJECTS, DESIGN OF SUPPORTS FOR FIRE

PROTECTION SYSTEMS SHALL COMPLY, AS A MINIMUM, WITH SEISMIC CRITERIA AS

OUTLINED IN UFC REQUIREMENTS.

13. TEMPERATURE RATINGS, OF…