BRKR009063 Addendum No. 1 SIGNED.pdf

SEAY, SEAY & LITCHFIELD, P.C.

1115 S. COURT ST. MONTGOMERY, AL 36104

(334) 263-5162

MAIL@SSLARCH.COM

WWW.SSLARCH.COM

MONTGOMERY DOTHAN AUBURN HUNTSVILLE

The drawings and specifications for the New Security Building, dated June 2024 are amended as follows.

Where there are conflicts between the plans and specifications, previously issued addendum, and this addendum, this addendum shall govern.

Where drawing revisions are included, drawing revisions are indicated within revision clouds.

Where specification sections are modified:

- Added specification text is included as follows: bold italicized text

- Deleted text is indicated as follows: in bold text with a strikethrough.

ITEM NO. 1: The following sheets are being reissued:

• Delete drawing sheet LS1.0 “Life Safety Plan, Criteria, and Calculations” and replace it with the attached drawing sheet LS1.0 with a revised date of 16 July 2024.

• Delete drawing sheet C4.1 “Site Grading and Drainage Plan” and replace it with the attached drawing sheet C4.1 with a revised date of 11 July 2024.

• Delete drawing sheet C7.1 “Pavement Joint Layout” and replace it with the attached drawing sheet C7.1 with a revised date of 11 July 2024.

• Delete drawing sheet L1.0 “Landscape Site Plan” and replace it with the attached drawing sheet

L1.0 with a revised date of 6 August 2024.

• Delete drawing sheet L1.1 “Landscape Details” and replace it with the attached drawing sheet

L1.1 with a revised date of 6 August 2024.

• Delete drawing sheet A3.1 “Finish Schedule” and replace it with the attached drawing sheet A3.1 with a revised date of 16 July 2024.

• Delete drawing sheet A5.2 “Wall Sections” and replace it with the attached drawing sheet A5.2 with a revised date of 16 July 2024.

• Delete drawing sheet A9.1 “Floor Pattern Plan” and replace it with the attached drawing sheet

A9.1 with a revised date of 16 July 2024.

ADDENDUM #: 001

DATE: 7 August 2024

TO: CMSgt. Kevin Hall

FROM: Daniel Burton

PROJECT NAME: New Security Building

PROJECT NUMBER: ANG#: BRKR 009063 / SS&L#: 12072

MONTGOMERY DOTHAN AUBURN HUNTSVILLE

• Delete drawing sheet S0.1 “General Notes / Schedule / Typical Details” and replace it with the attached drawing sheet S0.1 with a revised date of 26 July 2024.

ITEM NO. 2: The following specification section is being reissued:

• Delete specification section 07 2100 “Thermal Insulation” and replace it with the attached specification section 07 2100 with a revised date of 16 July 2024.

• Delete specification section 02 4100 “Demolition” and replace it with the attached specification section 02 4100 with a revised date of 7 August 2024.

ITEM NO. 3: Refer to drawings. Delete structural detail 2/S2.3. This detail is not applicable to the current project scope. No HSS purlins are required by the current project scope.

ITEM NO. 4: Refer to drawing sheet C10.1. Change 8” wall thickness dimension to 6” for all pre-cast concrete storm drainage structures.

ITEM NO. 5: Refer to specification section 23 0593. Delete paragraphs A, B, and C of part 1.5 “Quality

Assurance.” The Government will employ the test and balance company through the Architect’s

Contract for Construction Administration services.

ITEM NO. 6: Refer to specification section 01 5000 “Temporary Facilities and Controls.” Delete part

1.07.

ITEM NO. 7: Refer to specification section 10 8500 “Specialties.” Delete paragraph 2.01(A) and replace it with the following:

“Provide 5 – 23-gallon containers compatible with specified lids and trolley assemblies.”

END OF ADDENDUM

F .E

.C

F.E.C.

F .E

.C

F.E.C.

F .E

.C

F .E

.C

F.E.C.

F.E.C.

102 SF

Electrical /Electrical /Electrical /Electrical /

MechanicalMechanicalMechanicalMechanical

70 SF

JanitorJanitorJanitorJanitor

1060 SF

GuardmountGuardmountGuardmountGuardmount

628 SF

Weapons Issue &Weapons Issue &Weapons Issue &Weapons Issue &

StorageStorageStorageStorage 148a

1230 SF

SupplySupplySupplySupply

26 SF

WaterWaterWaterWater

574 SF

Classroom /Classroom /Classroom /Classroom /

CATS TrainingCATS TrainingCATS TrainingCATS Training

396 SF

Squad LeaderSquad LeaderSquad LeaderSquad Leader

Work AreaWork AreaWork AreaWork Area

124 SF

COMMCOMMCOMMCOMM

105 SF

SIPR / NCICSIPR / NCICSIPR / NCICSIPR / NCIC

130a

276 SF

BDOCBDOCBDOCBDOC

99 SF

BDOCBDOCBDOCBDOC

ConferenceConferenceConferenceConference 130b

33 SF

AlarmAlarmAlarmAlarm

323 SF

ConferenceConferenceConferenceConference

RoomRoomRoomRoom

186 SF

HallHallHallHall

506 SF

HallHallHallHall

163 SF

VestibuleVestibuleVestibuleVestibule

110 SF

NCOICNCOICNCOICNCOIC

156 SF

Quality ControlQuality ControlQuality ControlQuality Control

125 SF

Men's LatrineMen's LatrineMen's LatrineMen's Latrine

124 SF

Women's LatrineWomen's LatrineWomen's LatrineWomen's Latrine

115 SF

Intel /Intel /Intel /Intel /

InvestigationsInvestigationsInvestigationsInvestigations

OfficerOfficerOfficerOfficer

101 SF

ResourceResourceResourceResource

ProtectionProtectionProtectionProtection

101 SF

OperationsOperationsOperationsOperations

OfficerOfficerOfficerOfficer

101 SF

FirstFirstFirstFirst

SeargentSeargentSeargentSeargent

144 SF

CommanderCommanderCommanderCommander 133c

244 SF

Waiting &Waiting &Waiting &Waiting &

OrderlyOrderlyOrderlyOrderly 133a

144 SF

ManagerManagerManagerManager

OfficeOfficeOfficeOffice 133b

101 SF

Supt. OfficeSupt. OfficeSupt. OfficeSupt. Office

323 SF

Break RoomBreak RoomBreak RoomBreak Room

366 SF

HallHallHallHall

374 SF

HallHallHallHall

22 OCCUPANTS

6 OCCUPANTS

7 OCCUPANTS

1 OCCUPANT

1 OCCUPANT

6 OCCUPANTS

22 OCCUPANTS

2 OCCUPANTS

8 OCCUPANTS39 OCCUPANTS

3 OCCUPANTS

1 OCCUPANT BUSINESS AREAS CALCULATED AT 150 GROSS SF PER OCCUPANT = 32 OCCUPANTS.

THIS AREA ASIGNED 12 OCCUPANTS

OCCUPANCY OF ALL OTHER ITEMIZED AREAS (SEE PLAN) = 120 OCCUPANTS

TOTAL OCCUPANCY OF THIS AREA = 152 OCCUPANTS

1 OCCUPANT

21.8

21.8

COMMON PATH OF EGRESS

TRAVEL = 86'-7"

COMMON PATH OF EGRESS

TRAVEL = 50'-4"

1 OCCUPANT

.43

.4

76 OCCUPANTS

EWS

1 OCCUPANT

EWC

EWC

13 OCCUPANTS

.43

0.6

0.6

12 OCCUPANTS

4.8

BUSINESS AREAS CALCULATED AT 150 GROSS SF PER OCCUPANT = 32 OCCUPANTS.

THIS AREA ASIGNED 13 OCCUPANTS

OCCUPANCY OF ALL OTHER ITEMIZED AREAS (SEE PLAN) = 120 OCCUPANTS

TOTAL OCCUPANCY OF THIS AREA = 152 OCCUPANTS

BUSINESS AREAS CALCULATED AT 150 GROSS SF PER OCCUPANT = 32 OCCUPANTS.

THIS AREA ASIGNED 1 OCCUPANT

OCCUPANCY OF ALL OTHER ITEMIZED AREAS (SEE PLAN) = 120 OCCUPANTS

TOTAL OCCUPANCY OF THIS AREA = 152 OCCUPANTS

BUSINESS AREAS CALCULATED AT 150 GROSS SF PER OCCUPANT = 32 OCCUPANTS.

THIS AREA ASIGNED 6 OCCUPANTS

OCCUPANCY OF ALL OTHER ITEMIZED AREAS (SEE PLAN) = 120 OCCUPANTS

TOTAL OCCUPANCY OF THIS AREA = 152 OCCUPANTS

9 4

ROOM NAMEROOM NAMEROOM NAMEROOM NAME

Exterior Walls - See Wall Type Plan

Interior Walls - See Wall Type Plan

Door/Frame - See Door Schedule

Room Marker

EXIT TRAVEL PATH

ELECTRIC WATER COOLER - SEE PLUMBINGEWC

1 HOUR FIRE RATING (UL U906 / UL U419)

EMERGENCY EXIT SIGNAGE

FIRE EXTINGUISHER BRACKET

(UL RATED 4A:80B:C - SEE SPECIFICATION SECTION 10 4400)FEB

EWS EMERGENCY EYE WASH STATION

3.2

8 OCCUPANT LOAD

REQUIRED EGRESS COMPONENT WIDTH

SYMBOLS LEGEND:

OCCUPANCY TYPE LEGEND:

IBC GROUP (B) BUSINESS

15 NET SF PER OCCUPANT PER UFC 3-600-01

LOW HAZARD PER NFPA 101

IBC GROUP (B) BUSINESS

150 GROSS SF PER OCCUPANT PER NPFA 101

LOW HAZARD PER NFPA 101

IBC GROUP (B) BUSINESS

300 GROSS SF PER OCCUPANT UFC 3-600-01

LOW HAZARD PER NFPA 101

IBC GROUP (B) BUSINESS

500 GROSS SF PER OCCUPANT PER NPFA 101 (STORAGE) / UFC

3-600-01 (MECHANICAL/ELECTRICAL)

LOW HAZARD PER NFPA 101

IBC GROUP (B) BUSINESS

50 NET SF PER OCCUPANT PER NFPA 101

LOW HAZARD PER NFPA 101

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t M o n tg o m er y, A

L

T el . 3

. 2

3.

W W W .S S L A R C H .C O M

A R C H

IT

E C T U R E

I N T E R

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LS1.0

Life Safety Plan, Criteria, and Calculations

N ew

S ec u ri ty B u ild in g

7t h A ir R ef u el in g W in g

B ir m in gh am , A

L

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

APPLICABLE CODES:APPLICABLE CODES:APPLICABLE CODES:APPLICABLE CODES:

BUILDING CODE..........................UFC 1UFC 1UFC 1UFC 1----200200200200----01 / 2021 INTERNATIONAL BUILDING CODE01 / 2021 INTERNATIONAL BUILDING CODE01 / 2021 INTERNATIONAL BUILDING CODE01 / 2021 INTERNATIONAL BUILDING CODE STRUCTURAL CODE............UFC 3UFC 3UFC 3UFC 3----301301301301----01 / IBC 01 / IBC 01 / IBC 01 / IBC 2021202120212021 PLUMBING CODE............UFC 3UFC 3UFC 3UFC 3----420420420420----01 / IBC 01 / IBC 01 / IBC 01 / IBC 2021202120212021 MECHANICAL CODE....................UFC 3UFC 3UFC 3UFC 3----401401401401----01 / IBC 01 / IBC 01 / IBC 01 / IBC 2021202120212021 ELECTRICAL CODE..........UFC 3UFC 3UFC 3UFC 3----501501501501----01 / IBC 01 / IBC 01 / IBC 01 / IBC 2021202120212021 / NFPA 70/ NFPA 70/ NFPA 70/ NFPA 70

ENERGY CODE...............UFC 1UFC 1UFC 1UFC 1----200200200200----02020202

ACCESSIBILITY CODE......ARCHITECTURAL BARRIERS ACT STANDARDSARCHITECTURAL BARRIERS ACT STANDARDSARCHITECTURAL BARRIERS ACT STANDARDSARCHITECTURAL BARRIERS ACT STANDARDS LIFE SAFETY CODE.........UFC 3UFC 3UFC 3UFC 3----600600600600----01 / NFPA 10101 / NFPA 10101 / NFPA 10101 / NFPA 101 ANTI-TERRORIST FORCE PROTECTION.....UFC 4UFC 4UFC 4UFC 4----010010010010----01(DECEMBER 2018)01(DECEMBER 2018)01(DECEMBER 2018)01(DECEMBER 2018)

IBC CHAPTER 3 AND UFC 3IBC CHAPTER 3 AND UFC 3IBC CHAPTER 3 AND UFC 3IBC CHAPTER 3 AND UFC 3----600600600600----01 OCCUPANCY & USE:01 OCCUPANCY & USE:01 OCCUPANCY & USE:01 OCCUPANCY & USE:

NFPA 101 CHAPTER 6:NFPA 101 CHAPTER 6:NFPA 101 CHAPTER 6:NFPA 101 CHAPTER 6:

• SEE LEGEND ON LIFE SAFETY PLAN

IBC CHAPTER 4 IBC CHAPTER 4 IBC CHAPTER 4 IBC CHAPTER 4 ---- SPECIAL DETAILED REQUIREMENTS: SPECIAL DETAILED REQUIREMENTS: SPECIAL DETAILED REQUIREMENTS: SPECIAL DETAILED REQUIREMENTS:

• NOT APPLICABLENOT APPLICABLENOT APPLICABLENOT APPLICABLE

IBC CHAPTER 5 IBC CHAPTER 5 IBC CHAPTER 5 IBC CHAPTER 5 ---- GENERAL BUILDING HEIGHTS & AREAS:GENERAL BUILDING HEIGHTS & AREAS:GENERAL BUILDING HEIGHTS & AREAS:GENERAL BUILDING HEIGHTS & AREAS:

• 9,937 SF (BASE BID AND BID OPTION) GROSS BUILDING AREA

• CONSTRUCTION TYPE = IIIIIIII----B, SPRINKLEDB, SPRINKLEDB, SPRINKLEDB, SPRINKLED

• ALLOWABLE BUILDING HEIGHT (PER TABLE 504.3) (PER TABLE 504.3) (PER TABLE 504.3) (PER TABLE 504.3) TYPE B TYPE B TYPE B TYPE B ---- 75 FEET ABOVE GRADE PLANE75 FEET ABOVE GRADE PLANE75 FEET ABOVE GRADE PLANE75 FEET ABOVE GRADE PLANE

• ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (PER TABLE 504.4) (PER TABLE 504.4) (PER TABLE 504.4) (PER TABLE 504.4) TYPE B TYPE B TYPE B TYPE B ---- 4 STORIES ABOVE GRADE PLANE 4 STORIES ABOVE GRADE PLANE 4 STORIES ABOVE GRADE PLANE 4 STORIES ABOVE GRADE PLANE

• TABULAR BUILDING AREA (PER TABLE 506.2) (PER TABLE 506.2) (PER TABLE 506.2) (PER TABLE 506.2) OCCUPANICESOCCUPANICESOCCUPANICESOCCUPANICES ALLOWABLE AREA ALLOWABLE AREA ALLOWABLE AREA ALLOWABLE AREA

B 92,000 SF

• ALLOWABLE BUILDING AREA (PER SECTION 506.2)(PER SECTION 506.2)(PER SECTION 506.2)(PER SECTION 506.2)

92,000 + (23,000*.75)= 109,250 SF (B)

• FIRE SEPARATION REQUIREMENTS PER TABLE 508.4PER TABLE 508.4PER TABLE 508.4PER TABLE 508.4 OCCUPANCIESOCCUPANCIESOCCUPANCIESOCCUPANCIES RATING (HR)RATING (HR)RATING (HR)RATING (HR) B 0

• INCIDENTAL USE AREAS (PER TABLE 509)(PER TABLE 509)(PER TABLE 509)(PER TABLE 509)

NOT APPLICABLENOT APPLICABLENOT APPLICABLENOT APPLICABLE

IBC CHAPTER 6 TYPES OF CONSTRUCTION:IBC CHAPTER 6 TYPES OF CONSTRUCTION:IBC CHAPTER 6 TYPES OF CONSTRUCTION:IBC CHAPTER 6 TYPES OF CONSTRUCTION:

• CONSTRUCTION TYPE: IIIIIIII----BBBB

• FIRE RATINGS (PER TABLE 601)(PER TABLE 601)(PER TABLE 601)(PER TABLE 601) AS FOLLOWS (EXCEPT WHERE NOTED OTHERWISE)

PRIMARY STRUCTURAL FRAME.............................. 0 HOUR0 HOUR0 HOUR0 HOUR

BEARING WALLS (INTERIOR & EXTERIOR)...................0 HOUR0 HOUR0 HOUR0 HOUR

NON-BEARING WALLS AND PARITIONS (INTERIOR)........0 HOUR0 HOUR0 HOUR0 HOUR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS...0 HOUR0 HOUR0 HOUR0 HOUR

ROOF CONSTRUCTION AND SECONDARY MEMBERS....0 HOUR0 HOUR0 HOUR0 HOUR

UFC 3UFC 3UFC 3UFC 3----600600600600----01(REPLACES IBC CHAPTER 9) 01(REPLACES IBC CHAPTER 9) 01(REPLACES IBC CHAPTER 9) 01(REPLACES IBC CHAPTER 9) ---- FIRE PROTECTION SYSTEMS:FIRE PROTECTION SYSTEMS:FIRE PROTECTION SYSTEMS:FIRE PROTECTION SYSTEMS:

• SECTION 9SECTION 9SECTION 9SECTION 9----1 1 1 1 ---- EMERGENCY VEHICLE ACCESSEMERGENCY VEHICLE ACCESSEMERGENCY VEHICLE ACCESSEMERGENCY VEHICLE ACCESS

1. FACILITY REQUIRESREQUIRESREQUIRESREQUIRES ONE MEANS OF ALL-WEATHER EMERGENCY

VEHICLE GROUND ACCESS IN ACCORDANCE WITH 9999----1.11.11.11.1

2. FACILITY IS NOTIS NOTIS NOTIS NOT REQUIRED AERIAL APPARATUS ACCESS IN

ACCORDANCE WITH 9999----1.21.21.21.2

• SECTION 9SECTION 9SECTION 9SECTION 9----2 2 2 2 ---- FIRE FLOW FOR FACILITIESFIRE FLOW FOR FACILITIESFIRE FLOW FOR FACILITIESFIRE FLOW FOR FACILITIES

1. FIRE FLOW FOR SPRINKLER SYSTEM IS PROVIDED IN ACCORDANCE

WITH 9999----2.12.12.12.1

• SECTION 9SECTION 9SECTION 9SECTION 9----3 3 3 3 ---- SERVICE MAINS AND LATERALSSERVICE MAINS AND LATERALSSERVICE MAINS AND LATERALSSERVICE MAINS AND LATERALS

1. FIRE HYDRANTS ARE PROVIDED IN ACCORDANCE WITH 9999----3.5.83.5.83.5.83.5.8

A. HYDRANTS ARE SPACED AT 300 FT300 FT300 FT300 FT MAXIMUM

• SECTION 9SECTION 9SECTION 9SECTION 9----5 5 5 5 ---- FIRE PUMPSFIRE PUMPSFIRE PUMPSFIRE PUMPS

1. A FIRE PUMP IS NOTIS NOTIS NOTIS NOT REQUIRED TO MEET FIRE PROTECTION DEMAND.

• SECTION 9SECTION 9SECTION 9SECTION 9----7 7 7 7 ---- AUTOMATIC SPRINKLER SYSTEMSAUTOMATIC SPRINKLER SYSTEMSAUTOMATIC SPRINKLER SYSTEMSAUTOMATIC SPRINKLER SYSTEMS

1. PER 9999----7.2.17.2.17.2.17.2.1, AN AUTOMATIC SPRINKLER SYSTEM ISISISIS PROVIDED

• SECTION 9SECTION 9SECTION 9SECTION 9----10 10 10 10 ---- STANDPIPE SYSTEMSSTANDPIPE SYSTEMSSTANDPIPE SYSTEMSSTANDPIPE SYSTEMS

1. PER 9999----10101010, A STANDPIPE SYSTEM IS NOTIS NOTIS NOTIS NOT REQUIRED

• SECTION 9SECTION 9SECTION 9SECTION 9----17 17 17 17 ---- PORTABLE FIRE EXTINGUISHERSPORTABLE FIRE EXTINGUISHERSPORTABLE FIRE EXTINGUISHERSPORTABLE FIRE EXTINGUISHERS

1. PER 9999----17.117.117.117.1, PORTABLE FIRE EXTINGUISHERS ARE NOTARE NOTARE NOTARE NOT REQUIRED

2. 2. 2. 2. FIRE EXTINGUISHERS ARE PROVIDED, SEE PLANS FOR LOCATIONS

IBC CHAPTER 7 IBC CHAPTER 7 IBC CHAPTER 7 IBC CHAPTER 7 ---- FIRE AND SMOKE PROTECTION FEATURES:FIRE AND SMOKE PROTECTION FEATURES:FIRE AND SMOKE PROTECTION FEATURES:FIRE AND SMOKE PROTECTION FEATURES:

• MAXIMUM EXTERIOR WALL OPENINGS (PER TABLE 705.8)(PER TABLE 705.8)(PER TABLE 705.8)(PER TABLE 705.8)

FIRE SEPARATION: DEGREE OF OPENING PROTECTION: ALLOWABLE AREA:

GREATER THAN 30 FTGREATER THAN 30 FTGREATER THAN 30 FTGREATER THAN 30 FT UNPROTECTED, SPRINKLERED , (UP, S)UNPROTECTED, SPRINKLERED , (UP, S)UNPROTECTED, SPRINKLERED , (UP, S)UNPROTECTED, SPRINKLERED , (UP, S) NO LIMITNO LIMITNO LIMITNO LIMIT

IBC CHAPTER 8, UFC 3IBC CHAPTER 8, UFC 3IBC CHAPTER 8, UFC 3IBC CHAPTER 8, UFC 3----600600600600----01, NFPA 101 01, NFPA 101 01, NFPA 101 01, NFPA 101 ---- INTERIOR FINISHES:INTERIOR FINISHES:INTERIOR FINISHES:INTERIOR FINISHES:

• FINISH MATERIAL RATING REQUIREMENTS (PER NFPA 101)(PER NFPA 101)(PER NFPA 101)(PER NFPA 101)

BUSINESS BUSINESS BUSINESS BUSINESS (CHAPTER 38)(CHAPTER 38)(CHAPTER 38)(CHAPTER 38)

EXITS AND EXIT ACCESS CORRIDORS

INTERIOR WALL AND CEILING FINISH - CLASS A OR B (38.3.3.2.1)CLASS A OR B (38.3.3.2.1)CLASS A OR B (38.3.3.2.1)CLASS A OR B (38.3.3.2.1) INTERIOR FLOOR FINISH - CLASS I OR CLASS II (38.3.3.2)CLASS I OR CLASS II (38.3.3.2)CLASS I OR CLASS II (38.3.3.2)CLASS I OR CLASS II (38.3.3.2)

AREAS OTHER THAN EXITS AND EXIT ACCESS CORRIDORS

INTERIOR WALL AND CEILING FINISH - CLASS A, B, OR C (38.3.3.2.2)CLASS A, B, OR C (38.3.3.2.2)CLASS A, B, OR C (38.3.3.2.2)CLASS A, B, OR C (38.3.3.2.2) INTERIOR FLOOR FINISH - COMPLY WITH SECTION 10.2.7COMPLY WITH SECTION 10.2.7COMPLY WITH SECTION 10.2.7COMPLY WITH SECTION 10.2.7

NFPA 101 CHAPTER 7 (REPLACES IBC CHAPTER 10) NFPA 101 CHAPTER 7 (REPLACES IBC CHAPTER 10) NFPA 101 CHAPTER 7 (REPLACES IBC CHAPTER 10) NFPA 101 CHAPTER 7 (REPLACES IBC CHAPTER 10) ---- MEANS OF EGRESS:MEANS OF EGRESS:MEANS OF EGRESS:MEANS OF EGRESS:

• OCCUPANCY LOAD (PER TABLE 7.3.1.2, AS MODIFIED BY UFC 3(PER TABLE 7.3.1.2, AS MODIFIED BY UFC 3(PER TABLE 7.3.1.2, AS MODIFIED BY UFC 3(PER TABLE 7.3.1.2, AS MODIFIED BY UFC 3----600600600600----01)01)01)01):

SEE OCCUPANCY LEGEND

• EGRESS CAPACITY SIZING (PER TABLE 7.3.3.1)(PER TABLE 7.3.3.1)(PER TABLE 7.3.3.1)(PER TABLE 7.3.3.1)

0.2 INCHES PER OCCUPANT (PER TABLE 7.3.3.1)(PER TABLE 7.3.3.1)(PER TABLE 7.3.3.1)(PER TABLE 7.3.3.1) 36 INCHES MIN EGRESS WIDTH (PER SECTION 7.3.4.1)(PER SECTION 7.3.4.1)(PER SECTION 7.3.4.1)(PER SECTION 7.3.4.1)

SEE LIFE SAFETY PLAN FOR INDIVIDUAL ROOM EGRESS ANALYSIS

• NUMBER OF MEANS OF EGRESS (PER SECTION 7.4.1)(PER SECTION 7.4.1)(PER SECTION 7.4.1)(PER SECTION 7.4.1)

TOTAL NUMBER OF EXITS REQUIRED

BUSINESS OCCUPANCY (CHAPTER 38)(CHAPTER 38)(CHAPTER 38)(CHAPTER 38)

GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR ---- 2 EXITS REQUIRED2 EXITS REQUIRED2 EXITS REQUIRED2 EXITS REQUIRED

• COMMON PATH OF EGRESS TRAVEL DISTANCE

BUSINESS OCCUPANCY BUSINESS OCCUPANCY BUSINESS OCCUPANCY BUSINESS OCCUPANCY (CHAPTER 38)(CHAPTER 38)(CHAPTER 38)(CHAPTER 38)

100 FT100 FT100 FT100 FT PER 38.2.5.3.138.2.5.3.138.2.5.3.138.2.5.3.1

• EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE BUSINESS OCCUPANCY BUSINESS OCCUPANCY BUSINESS OCCUPANCY BUSINESS OCCUPANCY (CHAPTER 38)(CHAPTER 38)(CHAPTER 38)(CHAPTER 38)

300 FT300 FT300 FT300 FT PER 38.2.6.338.2.6.338.2.6.338.2.6.3

SEE LIFE SAFTEY PLAN FOR EXIT ACCESS TRAVEL DISTANCE

• CORRIDORS

OCCUPANCY TYPE (B) (B) (B) (B) REQUIRES:

NO FIRE RATING REQUIRED FOR CORRIDOR WALLSNO FIRE RATING REQUIRED FOR CORRIDOR WALLSNO FIRE RATING REQUIRED FOR CORRIDOR WALLSNO FIRE RATING REQUIRED FOR CORRIDOR WALLS

SEE LIFE SAFTEY PLAN FOR LOCATIONS OF RATED CORRIDORS

MINIMUM CORRIDOR WIDTH

BUSINESS OCCUPANCY (CHAPTER 38)(CHAPTER 38)(CHAPTER 38)(CHAPTER 38)

44 INCHES44 INCHES44 INCHES44 INCHES PER 38.2.3.238.2.3.238.2.3.238.2.3.2

DEAD END CORRIDORS

BUSINESS OCCUPANCY (CHAPTER 38)(CHAPTER 38)(CHAPTER 38)(CHAPTER 38)

MAXIMUM OF 50505050 FEET PER 38.2.5.2.138.2.5.2.138.2.5.2.138.2.5.2.1

LIFE SAFETY REQUIREMENTS OUTLINE

PLUMBING FIXTURE SCHEDULE - OFFICE AREA

Occupancy Type

Male Occupancy

Female Occupancy

Plumbing Fixtures Calculations

Water Closets Lavatories Drinking FountainsMen Women Men's Women's

Business 72 18 3.60 0.90 3.60 0.90 1.20

Grand total: 11

PLUMBING FIXTURE CALCULATIONS ARE BASED UPON UTA OCCUPANCY OF 89.

LIFE SAFETY CALCULATIONS:

1/8" = 1'-0"LS1.0

1 LIFE SAFETY PLAN (Base Bid)

Rev. Description Date

1 ADD 01 7/16/24

N

L1.0

"B" Street

Bach us

Driv e

L1.1

Sim

BID OPTION

NEW STRIPING-

SEE CIVIL

EXISTING FENCE

TO REMAIN

NEW FENCE

BU

ILD

IN

G

BU

ILD

IN

G

L1.0

L1.1

Sim ___________ L1.1

Sim

(4 .9

M

/8

EXISTING GRASS

NEW CONCRETE CURB &

GUTTER - SEE CIVIL

NEW CONCRETE

WALKWAYS - SEE CIVIL

EXISITNG ASPHALT PAVING -

SEE CIVIL

NEW EMERALD ZOYSIA SEED

NEW ASPHALT PAVING -

SEE CIVIL

Pourous Fill

Foundation Drain - See Civil

Guardrail

S e e C iv il

V a ri e s

Reinforcing Steel (See Structural)

M

IN

L1.1

Sim

N Bach us Driv e

MATERIAL STORAGE

AREA

DELIVERY ACCESS

POINT

DELIVERY ACCESS

POINT

B2

TEMPORARY

CONSTRUCTION

FENCING

CONTRACTOR

PERSONNEL

VEHICLES ONLY

INDICATES EXISTING ASPHALT

PAVING INTENDED TO REMAIN.

CONTRACTOR TO REPAIR

ASPHALT TO PRE-WORK

CONDITIONS PRIOR TO

BENEFICIAL OCCUPANCY IF

DAMAGED.

CONTRACTOR

PERSONNEL

PARKING ONLY

GOVERNMENT

PARKING

MATERIAL STORAGE AREA

EXISTING FENCING

TO REMAIN

SIDEWALK- SEE

CIVIL

SIDEWALK- SEE

CIVIL

2 TREAD @ 12" EACH

NOSING

(0.31M)

1' - 0"

(0.30M)

1' - 0"

(0 .5

M

(0 .5

M

1-1/2" O.D. STEEL HANDRAIL, FULLY WELDED TO

VERTICAL SUPPORTS, RETURN TO POST

1-1/2" O.D. STEEL HANDRAIL, FULLY WELDED TO

TOP OF ALL VERTICAL SUPPORTS

(0 .3

M

(0 .9

M

HANDRAIL RETURNS TO POST

FULLY WELD ALL CONNECTIONS

1-1/2" SQUARE STEEL VERTICAL

SUPPORTS SPACED-MAX 4' 0" O.C.

1 1/2" SQUARE STEEL VERTICAL

SUPPORTS SPACED-MAX 4' 0" O.C.

1-1/2" O.D. STEEL HANDRAIL, FULLY WELDED TO

TOP OF ALL VERTICAL SUPPORTS

R

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Sheet Number

Sheet Title

Project Title

Job Number

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Drawn By

Checked By

S o u th C o u rt S tr ee t M o n tg o m er y, A

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T el . 3

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3.

W W W .S S L A R C H .C O M

A R C H

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I N T E R

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L1.0

Landscape Site Plan

N ew

S ec u ri ty B u ild in g

7t h A ir R ef u el in g W in g

B ir m in gh am , A

L

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

1" = 30'-0"L1.0 1 Landscape Site Plan (Base Bid)

1/8" = 1'-0" Site Plan Legend

Landscaping Notes:

1. Plants shall be adjusted on the site to avoid conflicts with underground utilities, surface drainage ways, and exterior lighting standards. Adjustment shall be approved prior to planting.

2. Plant mix for all plantings shall be as detailed in specifications.

3. Plant materials shall be nursery-grown, root-pruned, stock conformed to ANSI Z.60.1 standards of nursery stock.

4. Inspections at place of growth shall not impair the right of rejection at site.

5. Remove all soil and vegetation to a depth of 9" in areas to receive shrubs or ground covers and replace with soil mix.

6. Do not injure root systems of existing trees.

7. Verify exact number and locations of all plantings with architect.

8. If any existing plantings or trees are disturbed, distressed, or die - contractor to replace by matching existing plants.

9. Landscaper note existing soild conditions in geotechnical report in specifications and make site visit to become familiar with existing soil conditions.

10. Landscaper to verify existing grades. Consult with architect before installation of any trees, shrubs, or ground covers.

11. Contractor to sod all areas disturbed by construction activities in addition to that shown in drawings.

12. Provide river rock mulch at all planting areas unless specifically noted otherwise.

Tree Protection Notes:

1. Protect trees and shrubs designated to remain with 6' ht. chain link fence.

2. Erect fencing before starting any other construction activities on site.

3. Protected areas may not be used for storage of materials or equipment, parking or wash-off areas.

4. Do not trench or fill within fenced ares without architect's on-site review and approval.

5. Fences shall remain in place until completion of the project, unless approved by the architect

6. Mow areas within tree protection fencing every other week during the growing season (March - November).

3/4" = 1'-0"L1.0 4 Retaining Wall Detail

Rev. Description Date

1 ADD 01 8/6/24

1" = 80'-0"L1.0 3 Site Access Plan

3/4" = 1'-0"L1.0 2 Typical Handrail Detail

1. REFER TO SPECIFICATION SECTION 01 2300 FOR DESCRIPTION OF BID OPTION.

GENERAL NOTES:

STAINLESS STEEL PINS

GROUT-FILLED 8" CMU

12" GROUT-FILLED

CMU

PEJ

CONCRETE PAVING - SEE CIVIL

BRICK

EPOXY PAINT

EQUAL TO ROCKCAST CO100

STAINLESS STEEL THROUGH WALL FLASHING WITH

3/4" HEMMED DRIP EDGE (BOTH SIDES) , SET IN FULL

BED OF SEALANT

CHAIN LINK FENCE POST(S) AS REQUIRED TO SUPPORT

HORIZONTAL CHAIN LINK ENCLOSURE OF

MECHANICAL YARD

WEEP

S E

E C

IV

IL

V

A R

IE

S

FOOTING (SEE STRUCTURAL)

POROUS FILL

FOUNDATION DRAIN

(SEE CIVIL)

MATCH BUILDING

ELEVATION

+/- 50'-0"

CHILLER (SEE MECHANICAL)

TRANSFORMER

(SEE ELECTRICAL)

MANUEL

TRANSFORMER

SWITCH (SEE

ELECTRICAL)

8' - 0"

CONDENSOR (SEE

MECHANICAL)

PROVIDE HORIZONTAL CHAIN LINK

FABRIC AND FENCE POSTS AS REQUIRED

TO COVER MECHANICAL COURTYARD.

COORDINATE HEIGHT AND POST SPACING

WITH CHILLER MANUFACTURER. (BID OPTION)

L1.1

Sim

L1.1

Sim

BASE BIDBID OPTION

GATE (BID OPTION)

SEE DETAIL 3/L1.1

1" DIA. TUBE WEEPS THROUGH

WALL AT ELEVATION 650.75

10' 0" MINIMUM

V e ri fy a nd

C o o rd in at e w it h C hi lle r M an uf ac tu re r

"A G

0' - 1" 0' - 1"

EQ EQ

WRAP BRICK AROUND JAMBS (TYPICAL)

GATES - PROVIDE DIAGONAL BRACING AS REQUIRED

HEAVY DUTY HINGES BY GATE MANUFACTURER

SLIDE BOLT BY GATE MANUFACTURER

CANE BOLT BY GATE MANUFACTURER

RECESSED STRIKE EMBEDDED IN CONCRETE (TYPICAL)

0' - 5" 0' - 5"

SEE PLAN

L1.1

Sim

16" DIA.

5 X 5 X 3/8" STEEL TUBE COLUMNS

5 X 5 X 3/8" STEEL TUBE COLUMNS

FIXED LOUVERED GATES - SEE

SECTION 05 5000

5"x5"x3/8" STEEL TUBE, FILL

WITH CONCRETE

1/2" PEJ, ALL SIDES

PAVING - SEE CIVIL

SLOPE TOP OF CONCRETE AWAY

FROM STEEL TUBE

STONE CAP INSTALL SEALANT AT ALL WALL

CAP JOINTS

WRAP BRICK AROUND JAMBS

0' - 4" 0' - 4"

SEE STRUCTURAL WHERE FOOTINGS OCCUR AT

FULL HEIGHT COLUMNS

4" FENCE SLAT

4"X4"X1/4" GATE FRAMING

(2 .1

M

M in im u m

GROUT-FILLED CMU

12" GROUT-FILLED

CMU

PEJ

CONCRETE PAVING - SEE CIVIL

EPOXY PAINT

WEEP

FOOTING (SEE STRUCTURAL)

POROUS FILL

FOUNDATION DRAIN

(SEE CIVIL)

BRICK

EQUAL TO ROCKCAST CO100

PAINTED STEEL GUARDRAIL

STAINLESS STEEL THROUGH WALL FLASHING WITH 3/4"

HEMMED DRIP EDGE (BOTH SIDES) , SET IN FULL BED OF

SEALANT

STAINLESS STEEL PINS

T/W = 654.50

L1.1

Sim

(1 .8

M

(3.66M)

12' - 0"

(0.91M)

3' - 0"

(0.91M)

3' - 0"

4" Concrete Pad

Bicycle Rack - See Specifications

(0.61M)

2' - 0"

(0 .6

M

(0.30M)

1' - 0"

(0.30M)

1' - 0"

Bicycle Rack - See Specifications

Plastisol Finish to Extend min. 1" below grade

4" Concrete Pad

3/4" PEJ - Typical Concrete Footing

(0 .1

M

M

IN

(0 .1

M

E Q

E Q

DESIGN LOADS IN SPEC SECTION 05 5213

VERTICALS SPACED AS REQ. TO ACHIEVE

1-1/2" STEEL TUBES - PAINTED

PROVIDE ANCHORING AS

REQUIRED TO ACHIEVE DESIGN

LOADS IN SPEC SECTION 05 5213

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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Landscape Details

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JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

1" = 1'-0"L1.1 1 Mechanical Screen Wall (Bid Option)

1" = 10'-0"L1.1

2 MECH/ELECTRICAL COURT LAYOUT

1/2" = 1'-0"L1.1

3 FENCE GATE (BID OPTION)

1" = 1'-0"L1.1

4 GATE SECTION (BID OPTION)

1" = 1'-0"L1.1 5 Mechanical Screen Wall (Base Bid)

Rev. Description Date

1 ADD 01 8/6/24

1. REFER TO SPECIFICATION SECTION 01 2300 FOR

DESCRIPTION OF BID OPTIONS.

GENERAL NOTES:1/2" = 1'-0"L1.1

6 Bicylce Plan Details

1" = 1'-0"L1.1 7 Bicycle Rack Section

1" = 1'-0"L1.1 8 Typical Guardrail Section & Elevation

PL1: Manufacturer: Formica

Color: Noir Cedar 1547-PG

CPT1: Manufacturer: Shaw Contract

Style: Memory Tile

Color: Nestle

Size: 24" x 24"

Install Method: Monolithic RB1: Manufacturer: Roppe

Color: P178 Pewter

VCT1: Manufacturer: Armstrong

Style: Premium Excelon Raffia Stream

Color: Rain 55901

Size: 12" x 24"

Install Pattern: Ashlar

HT1: Manufacturer: Daltile

Style: Exquisite

Color: Ivory EQ10

Size: 12 x 24

Install Pattern: 1/3 Ashlar

HT2: Manufacturer: Daltile

Style: Chord

Color: Canon Gray

Size: 12 x 24

Install Pattern: 1/3 Ashlar

GROUT: Manufacturer: Laticrete

Color: Dusty Grey 60

HT3: Manufacturer: Daltile

Style: Exquisite

Color: Ivory EQ10

Size: 2 x 4

Install Pattern: Brick Pattern Mosaic

CARPET

RUBBER BASE

VINYL COMPOSITION TILE FLOORING

TILE

FINISH SCHEDULE LEGEND

ACT1: Manufacturer: Armstrong

Style: Cirrus

Size: 24" x 24" x 7/8"

Suspension System: Type I1

Edge: Square

See specification section 09 5100

ACT2: Manufacturer: Armstrong

Style: Clean Room VL

Size: 24" x 24" x 7/8"

Suspension System: Type I1

Edge: Square

See specification section 09 5100

ACOUSTIC CEILING

PLASTIC LAMINATE

PNT1: Manufacturer: Sherwin Williams

Color: Agreeable Gray SW7029

PNT2: Manufacturer: Sherwin Williams

Color: Urbane Bronze SW7048

PNT3: Manufacturer: Sherwin Williams

Color: Dovetail SW7018

PNT4: Manufacturer: Sherwin Williams

Color: Requisite Gray SW7023

PNT5: Manufacturer: Sherwin Williams

Color: Agreeable Gray SW7029

PAINT

ST1: Manufacturer: Oshkosh

Type: SWB

Color: Chestnut 1550

DOOR STAIN/ WOOD STAIN TO MATCH

SS1: Manufacturer: Corian

Color: Carbon Concrete

SOLID SURFACE

WS1: Manufacturer: Mecho

Type: ThernoVeil

Color: 1516 Eggshell

Openess: 3%

WINDOW SHADES

SC: Sealed Concrete

See Spec Section: 09 9123

CONCRETE

FRP: Refer to Specification Section 06 8316

FIBERGLASS REINFORCED PANELING

SS2: HANDRYERS

Manufacturer: Corian Solid Surface

Color: Cameo White

Edge Finish: Square

WM1: Manufacturer: Pawling Corp.

Style: EM-650

Rigid Back Nylon Capet Inserts: 519 Near Black

WALK OFF MAT - SEE SPECIFICATION 12 4813

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t M o n tg o m er y, A

L

T el . 3

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3.

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A3.1

Finish Schedule

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12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

FINISH SCHEDULE - BASE BID & BID OPTION #4

NO. ROOM NAME

FLOOR FINISH BASE FINISH WALL FINISH

CEILING FINISH

DOORS WINDOW MILLWORK

TOILET

PARTITIONS NOTES

BASE BID FLOOR

FINISH

BID OPTION

FLOOR FINISH BASE BID

BID

OPTION

BASE BID BID OPTION

FINISH

CASING &

TRIM SHADE SILL

CASEWORK COUNTER

TOPNORTH EAST SOUTH WEST NORTH EAST SOUTH WEST UPPER LOWER

Level 1

121 Vestibule VCT 1, WM 1 VCT 1, WM 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

122 Intel / Investigations Officer VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

123 Electrical / Mechanical SC SC RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 Exposed / PNT 4 ST 1 PNT 2

124 Janitor SC SC RUBBER RUBBER FRP / PNT 1 FRP / PNT 1 FRP / PNT 1 FRP / PNT 1 FRP / PNT 1 FRP / PNT 1 FRP / PNT 1 FRP / PNT 1 ACT 2 ST 1 PNT 2 PROVIDE FRP PANELS TO 8'-0" AFF AND PNT-1 ABOVE ON WALLS

125 Resource Protection VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

126 Women's Latrine HT-2 HT-2 HT-2 HT-2 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT 1 HT 1 HT 1 HT 1 ACT 2 ST 1 PNT 2 PL1 SS1 STAINLESS REFER TO ELEVATIONS FOR EXTENT OF TILE INCLUDED IN BASE BID

127 Operations Officer VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

128 Hall VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

129 Conference Room VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

130 BDOC VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

130a SIPR / NCIC VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

130b BDOC Conference VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

131 First Seargent VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

132 Latrine HT-2 HT-2 HT-2 HT-2 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT 1 HT 1 HT 1 HT 1 ACT 2 ST 1 PNT 2 REFER TO ELEVATIONS FOR EXTENT OF TILE INCLUDED IN BASE BID

133a Waiting & Orderly VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

133b Manager Office VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

133c Commander VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

134 Alarm VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

135 Supt. Office VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

136 Hall VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

137 Break Room VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1 PL1 PL1 SS1

138 COMM VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

139 Quality Control VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

140 Men's Latrine HT-2 HT-2 HT-2 HT-2 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1, HT-2, PNT 3 HT-1 HT-1 HT-1 HT-1 ACT 2 ST 1 PNT 2 PL1 SS1 STAINLESS REFER TO ELEVATIONS FOR EXTENT OF TILE INCLUDED IN BASE BID

141 NCOIC VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

142 Hall VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

143 Vestibule VCT 1, WM 1 VCT 1, WM 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

144 Guardmount SC SC RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 PL1 PL1 SS1

145 Squad Leader Work Area VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

146 Hall VCT 1 VCT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2

147 Classroom / CATS Training VCT 1 CPT 1 RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 ST 1 PNT 2 WS 1

148a Weapons Issue & Storage SC SC RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 ACT 1 PNT 2 PNT 2

148b Latrine SC HT-2 RUBBER HT-2 PNT 3 PNT 3 PNT 3 PNT 3 HT-1 HT-1 HT-1 HT-1 ACT 2 PNT 2 PNT 2 REFER TO ELEVATIONS FOR EXTENT OF TILE INCLUDED IN BASE BID

150 Supply SC SC RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 Exposed / PNT 4 PNT 2 PNT 2 PAINT ALL EXPOSED STRUCTURAL AND MEP ITEMS IN CEILING OF THIS SPACE.

151 Water SC SC RUBBER RUBBER PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 PNT 1 Exposed PNT 2 PNT 2

Rev. Description Date

1 ADD 01 7/16/24

1. REFER TO SPECIFICATION SECTION 01 2300 FOR DESCRIPTION OF BID OPTIONS.

GENERAL NOTES:

A5.2

A5.2

Standard Brick

Airspace

Rigid Insulation

Bond Beam - See Structural

Concrete Footing - See Structural

CMU

See Curtain Wall Schedule

CMU

(0.05M) 0' - 2"

Paint Structure and Ductwork Where Exposed in Room 150

Cast Stone (Where Occurs) See Elevations for Locations

Acoustical Ceiling Tile (Where Occurs) Refer to Finish Schedule

Brick Rowlock

(1.05M)

3' - 5 1/4"

Weep

Air Barrier

S E

E S

T R

U C

T U

R A

L

(3 .6

M

(0 .6

M

A3.4

A3.4

Level 1 0' - 0"

A5.2

Standard Brick

Airspace

Rigid Insulation

CMU

Concrete Footing - See Structural

(0 .6

M

Acoustical Ceiling Tile (See Reflected Ceiling Plan)

CMU

(0.05M) 0' - 2"

A5.2

(1.05M)

3' - 5 1/4"

Air Barrier

Bond Beam- See Structural A5.3

Standard Brick

Airspace

Rigid Insulation

CMU

Air Barrier

Bond Beam - See Structural

Metal Stud Framing As Required

Weep

Backer Rod w/ Sealant

A2.3

Sim

Metal Soffit Panel

Metal Closure Trim

3' - 5 1/4"

Air Barrier Sheathing

A5.3

Level 1 0' - 0"

Concrete Footing - See Structural

Air Barrier

Termination Bar & Sealant - See Flashing Detail

Mortar Net

Through Wall Flashing

Metal Drip Edge

CMU

A5.4

S e e S tr u c tu ra l

Wall Base - See Finish Schedule

Brick

(0.19M)

0' - 7 3/8" SEE STRUCTURAL

Weep

Rigid Insulation

CMU

Air Barrier

Backer Rod w/ Sealant

A2.3

Sim

Air Barrier Sheathing

Metal Wall Panel

(1.05M)

3' - 5 1/4"

A5.3

Bond Beam- See Structural

Continuous Insulation Channel

Metal Soffit Panel

Metal Closure Trim

Level 1 0' - 0"

A5.3

Sim

A5.2

Metal Wall Panel

Rigid Insulation

CMU - See Structural

Standard Brick

Concrete Footing - See Structural

A5.2

Acoustical Ceiling Tile (See Reflected Ceiling Plan)

(3 .6

M

CMU - See Structural

S E

E S

T R

U C

T U

R A

L

(0 .6

M

Air Barrier

(1.05M)

3' - 5 1/4"

Bond Beam- See Structural

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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Wall Sections

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JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

3/4" = 1'-0"A5.2 2 Typical Wall Section at Window

3/4" = 1'-0"A5.2

Typical Wall Section at High Roof (Bid Option)

1 1/2" = 1'-0"A5.2 4 Roof Eave Detail

1 1/2" = 1'-0"A5.2 5 Wall Base Detail

1 1/2" = 1'-0"A5.2 3 Roof Eave Detail at Metal Stud

3/4" = 1'-0"A5.2

Typical Wall Section at Metal Wall Panel

Rev. Description Date

1 ADD 01 7/16/24

VCT-1

HT-2

WM-1

SC

FLOOR PATTERN LEGEND

CPT-1

Carpet

Vinyl Transition Strip Equal to Johnsonite Systems 1/4" Max Vertical Change, 1/2" Max Vertical change if sloped at 1:2 (accessible compliant)

Vinyl Tile Flooring - Vinyl Flooring - Refer to Finish Floor Drawings and Specs to

/2

/4

1. REFER TO SPECIFICATION SECTION 01 2300 FOR DESCRIPTION OF BID OPTION.

GENERAL NOTES:

Vinyl Tile Flooring - Vinyl Flooring - Refer to Finish Floor Drawings and Specs

WALK OFF MAT

CONCRETE SLAB -

REFER TO

MANUFACTURER'S

REQUIREMENTS FOR

SLAB DEPRESSION

EQUAL TO SCHLUTER - VINPRO-S (SIZE AS

REQUIRED FOR EACH MATERIAL TRANSITION)

SEALANT

CONCRETE SLAB FLOOR

EQUAL TO SCHLUTER - VINPRO-U (SIZE

AS REQUIRED FOR EACH MATERIAL

TRANSITION)

Vinyl Tile Flooring - Vinyl Flooring - Refer to Finish Floor Drawings and Specs

NOTE: DIFFERENT HEIGHT TRANSITIONS FROM LVT TO CONCRETE

V E R

IF

Y

/4

M

A X

CARPET

CONCRETE SLAB

EQUAL TO SCHLUTER - RENO-TK (SIZE AS

REQUIRED FOR EACH MATERIAL

TRANSITION)

TILE

NOTE: DIFFERENT HEIGHT TRANSITION FROM TILE TO CARPET

V E R

IF

Y

/4

M

A X

Vinyl Tile Flooring - Vinyl Flooring - Refer to Finish Floor Drawings and Specs

CONCRETE SLAB

EQUAL TO SCHLUTER - RENO-TK (SIZE AS

REQUIRED FOR EACH MATERIAL

TRANSITION)

TILE

NOTE: DIFFERENT HEIGHT

TRANSITIONS FROM LVT TO TILE

V E R

IF

Y

V E R

IF

Y

/4

M

A X

FINISH CONCRETE FLOOR

EQUAL TO SCHLUTER - RENO U

(SIZE AS REQUIRED FOR EACH

MATERIAL TRANSITION)

TILE

CONCRETE SLAB

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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Floor Pattern Plan

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JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

12" = 1'-0"A9.1

2 CARPET TO LVT/VCT TRANSITION

1/8" = 1'-0"A9.1 1 Floor Pattern Plan (Base Bid)

12" = 1'-0"A9.1

WALK OFF MAT TO LVT/VCT

TRANSITION

1/8" = 1'-0"A9.1 7 Floor Pattern Plan (Bid Option)

Rev. Description Date

1 ADD 01 7/16/24

1" = 1'-0"A9.1

8 CONCRETE TO LVT/VCT TRANSITION

1" = 1'-0"A9.1

9 TILE TO CARPET TRANSITION

1" = 1'-0"A9.1

10 TILE TO LVT/VCT TRANSITION

12" = 1'-0"A9.1

12 CONCRETE TO TILE TRANSITION

1 1

TYPICAL SLAB CONSTRUCTION

W.W.F.

JOINT DETAIL-(C.J.)

ALTERNATE SLAB CONSTRUCTION

JOINT DETAIL (SAWED JOINT)

W.W.F.

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

/2

6" 6"

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

TYPICAL THICKENED SLAB DETAIL

(2)#4 CONT. W/

#3 @ 3'-0"O.C.

#4 @ EA. JAMB & @

48"O.C., CENTERED.

FILL CELLS W/

CONC. FULL HT. OF

WALL ONLY @ #4.

1' - 4"

SEE ARCH. DWGS.

NOTE:

PROVIDE A TYPICAL

THICKENED SLAB UNDER

ALL C.M.U. PARTITIONS

NOT BEARING ON A FTG.

OR GRADE BEAM.

M A

X

T Y

P

IC

A L S

C R

E W

S P

A C

IN

G

I N

T E

R

IO

R S

U P

P O

R T

S

6" MAX. TYPICAL SCREW SPACING

@ CONT. STEEL SUPPORT

M A

X

T Y

P

IC

A L S

C R

E W

S P

A C

IN

G

E

N D

S U

P P

O R

T S

TYPICAL ROOF DECK FASTENING REQUIREMENTS

SIDE LAP

DECK

SUPPORT

SIDE LAP ATTACHMENT

W/ #10 SCREWS @

8"O.C.

NO SCALE

2" LAP

DECK SHALL BE MIN. (3)SPAN CONTINUOUS

NOTE:

ALL SCREWS @ CONT. SUPPORTS SHALL BE #12 SELF-DRILLING

SELF-TAPPING SCREWS. PROVIDE (2)#10 SCREWS @ EA. SUPPORT

WHERE 2x TONGUE & GROOVE DECKING OCCURS.

1±

1±

TYPICAL 'X'-BRACING DETAIL

TOP CHORD OF TRUSSES

WEB MEMBER

OF TRUSSESSTEEL DECK

3 5/8"x1 5/8"x16GA. "C"

SECTION X-BRACING

BOTTOM CHORD

OF TRUSSES

NOTE:

WHERE "PIGGY BACK"

TRUSSES OCCUR, PROVIDE

ADDITIONAL, SEPERATE,

VERT. X-BRACING FOR

PIGGY-BACKS.

3 5/8"x1 5/8"x16GA. "C"

SECTION CONTINUOUS.

TYPICAL NON-BEARING C.M.U. WALL

ANCHORAGE DETAIL AT COLD-FORMED STEEL

TRUSSES

WALL PARALLEL TO TRUSSES

WALL PERPENDICULAR TO TRUSSES

8"

8"

/4

TOP OF MASONRY

(2)#12 SCREWS @ EA.

HORIZ. "C", TYPICAL.

PRE-ENG. PREFAB.

COLD-FORMED

STEEL TRUSSES

6"x1 5/8"x16GA.

UNPUNCHED "C"

STUDS @ 48"O.C.

1/4"x7"x7" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ 48"O.C.

TRUSS BOTTOM

CHORD, TYPICAL.

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ EA. JAMB & 48"O.C.,

CENTERED. FILL CELLS

W/ CONC. FULL HT. OF

WALL ONLY @ #4.

NOTE:

COPE FLANGES AS

SHOWN @ TRUSS

BOTTOM CHORDS.

TYP.

TOP OF MASONRY

/4

1/4"x4"x4" WELD PLATE W/ 1/2"Øx4" HEADED

STUD @ EA. TRUSS

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ EA. JAMB & 48"O.C.,

CENTERED. FILL CELLS

W/ CONC. FULL HT. OF

WALL ONLY @ #4.

TRUSS BOT. CHORD

SIMPSON DTC TRUSS

CLIP @ EA. TRUSS

LENGTH

SCH. PL. 1' - 4"

TYPICAL BEAM BEARING ON C.M.U. WALL DETAIL (PARALLEL)

END OF DOWELS

PROVIDE 2" LONG HORIZ.

SLOTTED HOLES IN BEAM &

PLATE. FINGER TIGHTEN

NUTS & UPSET THREADS.

CONT. U-BLOCK

W/ #5 TOP & BOT.

SEE PLAN FOR

BEAM SIZE

5/8"Ø SMOOTH DOWELS

WELDED TO BEAM

SCHEDULED BEARING PLATE &

ANCHOR BOLTS ON 1"± GROUT

FILL (2)CELLS (16") W/ CONC.

FULL HT. BELOW BEARING &

REINF. W/ 1-BAR SAME SIZE

AS WALL REINF. EA. CELL.

TYPICAL BEAM BEARING ON C.M.U.

WALL DETAIL (PERPENDICULAR)

CONT. U-BLOCK W/ #5

TOP & BOT. EACH SIDE

PROVIDE 1"Ø HOLES IN

BEAM WEB FOR PASSAGE

OF U-BLOCK REINF. DO NOT

WELD REBAR TO BEAM.

FILL (2)CELLS (16") W/

CONC. FULL HT. BELOW

BEARING & REINF. W/ 1-

BAR SAME SIZE AS

WALL REINF. EA. CELL.

SEE PLAN FOR

BEAM SIZE

PROVIDE 2" LONG HORIZ.

SLOTTED HOLES IN BEAM &

PLATE. FINGER TIGHTEN

NUTS & UPSET THREADS.

SCHEDULED BEARING

PLATE & ANCHOR

BOLTS ON 1"± GROUT

SEE PLAN

NOTE:

FILL ADD'L. CELL(S) FULL HT. AS

REQ'D. TO ACHIEVE SOLID

BEARING BELOW ENTIRE LENGTH

OF BEARING PLATE, TYP.

TYPICAL U-BLOCK STEP DETAIL

CONT. U-BLOCK REINF.

ADD'L. 'Z' BAR REINF. SAME

SIZE & NO. AS CONT. U-

BLOCK REINF. IN BOTTOM.

1' - 4" 1' - 4"

M A

X

TYPICAL JOIST WHERE LOAD IS ADDED

OTHER THAN AT PANEL POINT

L2x2x1/4 WELDED TO TOP &

BOTTOM CHORD @ POINT OF

LOAD & NEAREST OPPOSITE

CHORD PANEL POINT.

TYP.

LOAD

LOAD

1/4" PEJ. W/

SEALANT

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

FINISH GRADE.

SEE CIVIL DWGS.

M

IN

M A

X

6' - 0"

3' - 6" 1' - 0" 1' - 6"

(7)#5 CONT.

TOP & BOTTOM

UNDER DRAIN.

SEE CIVIL DWGS.

#5 @ 12"O.C., EA. FACE

#5 @ 12"O.C., 1 1/2" CLEAR

#7 @ 12"O.C., 2" CLEAR

TYPICAL RETAINING WALL SECTION

(SEE CIVIL DWGS. FOR LOCATION)

S P

L

IC

E

C L A

S S

B

TYPICAL EQUIPMENT PAD DETAIL

W.W.F.

S E

E P

L A

N

#4 @ 12"O.C., EA.

WAY, CENTERED.

MIN.

6"

O.S.F. OF

EQUIPMENT

TOOL EDGE

1. BEAR 8" HIGH U-BLOCKS 8" EACH END &

16" & 24" HIGH U-BLOCKS 16" EACH END.

2. FILL CELLS W/ CONCRETE FULL HEIGHT @

U-BLOCK BEARING FOR ENTIRE LENGTH

OF BEARING & REINFORCE EACH CELL W/

BAR SAME SIZE AS WALL REINFORCING.

VERTICAL REINFORCING SHALL BE

CONTINUOUS THRU LINTEL @ BEARING.

3. FILL CELLS OF U-BLOCK LINTEL TO FULL

HEIGHT IN ONE POUR.

4. BEAR CONC. BEAMS 16" EA. END. USE

REINF. BAR EA. FACE (8"O.C. = 4 BARS

TOTAL EA. JAMB). SEE TYP. JAMB

CONDITION @ CONC. BEAM LINTELS THIS

SHEET.

NOTES:

/2

M A

X

WIDTH

SCH.

SCH. REINF.

BLOCK W/

KNOCK-OUT WEBS

SCH. WALL REINF.

16" HIGH U-BLOCK

/2

M A

X

WIDTH

SCH.

SCH. REINF.

FILL CELLS FULL

HT. AT SAME TIME

SCH. WALL REINF.

24" HIGH U-BLOCK

BLOCK W/

KNOCK-OUT WEBS

L6x6x3/8 CONT. W/ 5/8"Øx4" EMBEDMENT

EXP. BOLT @ 24"O.C.

/2

7 5/8"

(2)#5 CONT. TOP &

BOT. W/ #3 @ 6"O.C.

16" DEEP CONC. LINTEL

BEARING & BASE PLATE SCHEDULE

MARK PLATE SIZE ANCHOR BOLT

NO. & SIZE

BP-1 3/4"x10"x10" (4)3/4"Øx16" HEADED

BP-3 3/4"x7"x16" (2)3/4"Øx14" HEADED

BP-2 3/4"x11"x16" (2)3/4"Øx14" HEADED

PLATE

TYPE

A

BASE PLATE TYPES

TYPE A TYPE B

B & C

B & C

CENTERLINE

OF WALL

/2

T Y

P

1/4

BP-4 1 1/4"x7"x16" (2)3/4"Øx14" HEADEDB & C

TYPE C

CENTERLINE

OF TRUSS

CENTERLINE

OF WALL

S E

E S

E C

T

IO

N

S FILL 1-CELL (8") FULL

HEIGHT OF WALL W/

CONC. @ REINF. W/ 1-BAR

SAME SIZE AS WALL

REINF. FULL HEIGHT

JAMB AT LINTELS

BEARING 8"

S E

E S

E C

T

IO

N

S FILL 2-CELL (16") FULL

HEIGHT OF WALL W/

CONC. @ REINF. W/ 1-BAR

SAME SIZE AS WALL

REINF. FULL HEIGHT

JAMB AT LINTELS

BEARING 16"

TYPICAL JAMB REINFORCING DETAILS

(UNLESS NOTED OTHERWISE ON DRAWINGS)

(2)#5 EA. CELL, (3)CELLS

TOTAL. (EA. FACE AS SHOWN)

/2

/2

CL. C.M.U.

1' - 4"

NOTE:

ALL JAMB REINF. SHALL BE CONT. THRU LINTEL.

MAINTAIN 3" VERT. BAR SPACING WHERE LINTEL HORIZ.

REINF. PASSES BETWEEN VERT. BARS. MAINTAIN 1"

CLEARANCE BETWEEN BEAM HORIZ. BARS.

FILL CELLS SOLID

W/ CONC. FULL HT.

TYPICAL JAMB CONDITION @

CONC. BEAM LINTELS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

. 3 4.

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

06-17-24

S0.1

General Notes / Schedules / Typical Details

N ew

S ec u ri ty B u ild in g

7t h A ir R ef u el in g

W in g B ir m in gh am , A la b am a

12072

JUNE 2024

GENERAL NOTES

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 = 3000 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 A185 OR 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, 1 1/2" CLEAR TOP. CONCRETE SLABS

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

STIRRUPS. FORMED 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. COORDINATE EXACT LOCATIONS

WITH ARCHITECT.

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 ON ARCHITECTURAL DRAWINGS.

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 (ASD).

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 IMPRACTICAL.

COLD-FORMED STEEL TRUSSES:

1. PROVIDE PREFABRICATED, PRE-ENGINEERED, COLD-FORMED STEEL TRUSSES

WHERE INDICATED ON PLAN.

2. ALL TRUSSES SHALL BE DESIGNED AND MANUFACTURED TO MEET THE

FOLLOWING WORKING LOADS AND CODES.

MINIMUM LOADS:

ROOF LIVE LOAD...............20 PSF.

ROOF DEAD LOAD............20 PSF. (INCLUDES LOAD FROM FUTURE SOLAR PANEL ARRAY)

CEILING LOAD...................10 PSF.

3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CAL-

CULATIONS FOR EACH TYPE TRUSS. DESIGNS SHALL BE SIGNED BY A

REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF

ALABAMA.

4. PROVIDE CAMBER IN ALL TRUSSES.

5. ALL TRUSSES SHALL BE SHOP-FABRICATED. FIELD-FABRICATED TRUSSES

ARE NOT ACCEPTABLE. THE TOP AND BOTTOM CHORDS SHALL BE FABRICATED

FROM SECTIONS THAT ARE SYMMETRICAL ABOUT THE Y-Y AXIS. "C" SECTIONS

ARE NOT ACCEPTABLE.

6. ANCHOR ALL TRUSSES TO SUPPORTS WITH GALVANIZED ANCHORS PER

MANUFACTURER'S RECOMMENDATIONS UNLESS SHOWN OTHERWISE ON THE

STRUCTURAL CONTRACT DRAWINGS. TRUSS MANUFACTURER SHALL INDICATE

ON SHOP DRAWINGS THE REQUIRED ANCHORAGE TO RESIST NET…