BRKR 009063 - Type B3 Drawings SIGNED.pdf

PDF 40 MB Posted Jul 12, 2024

Attached to: New Security Building Federal contract opportunity
Solicitation number: W50S6M24B0002
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Jul 12, 2024

This document appears to be the Type B3 Drawings for a new Security Building project, related to the federal contract opportunity W50S6M24B0002. The project, titled "New Security Building" and assigned Project Number BRKR009063, is a firm fixed-price construction contract for a new approximately 9,941 square foot security building, including sitework, excavation, foundations, architecture, plumbing, mechanical, electrical, and utility relocation. The project magnitude is between $5,000,000 and $10,000,000, with a NAICS code of 236220 and a small business size standard of $45,000,000. The contract is 100% set aside for small businesses, and will be awarded to the responsible bidder whose bid conforms to the invitation for bids and is most advantageous to the Government, considering only price and price-related factors. A pre-bid conference will be held on July 18, 2024, and this is the only scheduled site visit. The Alabama Army National Guard is the federal agency managing this contract opportunity.

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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

T el . 3

. 2

. 5

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

A R C H

E C T U R E

I N T E R

R D

E S

T1.0

Title Sheet & Index to Drawings

N ew

S ec u ri ty B u ild in g th A ir R ef u el in g W in g

B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

New Security Building

BRKR 009063

Birmingham IAP (ANG), AL

Design Team:

Architect:

Bid Option #1 Security Forces Parking Lot

Schedule of Bid Options

Bid Option #2 Mechanical Screen Wall

Bid Option #3 Alternate Roof Configuration

Bid Option #4 Alternate Finish Schedule

Approvals:

Base Commander:

Base Civil Engineer:

Base Project Engineer:

Bio Enviornmental Eng:

Safety:

Security Police:

Base Communications:

Fire Chief:

Using Agent:

Title: Signature: Date:

Consulting Engineers:

Civil:

Structural

Plumbing, Mechanical & Fire Protection:

Electrical

Rev. Description Date

202A

A101

1Ref

R e f

1 Ref

R e f

A101

Ref

1R e f

1 R e f

Ref

ROOM NAMEROOM NAMEROOM NAMEROOM NAME

A101

SIM

A101

SIM

A101

SIM

BUILDING ELEVATION TAG

INTERIOR ELEVATION TAG

BUILDING SECTION TAG

WALL SECTION TAG

DETAIL TAG

GENERAL SYMBOL LEGEND

ROOM TAG

ADA APPROVED TURNING SPACE

SPOT ELEVATION

DOOR TAG (SEE DOOR TAG)

WINDOW TAG (SEE WINDOW SCHEDULE)

WALL/STOREFRONT TAG (SEE

WALL/STOREFRONT SCHEDULE)

REVISION TAG (SEE REVISION SCHEDULE)

X SPECIFIC NOTE TAG

ELECTRIC WATER COOLER (SEE PLUMBING)

FIRE EXTINGUISHER CABINET

SYMBOLS APPLY TO ALL ARCHITECTURAL SHEETS

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

T el . 3

. 2

. 5

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

A R C H

E C T U R E

I N T E R

R D

E S

T2.0

General Work Notes, Abbreviations, Symbols, & Index To Drawings

N ew

S ec u ri ty B u ild in g th A ir R ef u el in g W in g

B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

GENERAL PROJECT NOTES:

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED

WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL

ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT

SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL

DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR

CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONSCONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONSCONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONSCONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS

1. CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF

WORK REQUIRED PRIOR TO BID.

2. CONTRACTOR TO VERIFY DIMENSIONS OF INTERIOR PARTITION WALLS. IF

DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO FRAMING.

3. CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF

CABINET WORK, TRIMWORK, AND EQUIPMENT INSTALLATION.

4. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE

CONTRACTOR, VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE

AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.

5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE

DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT

IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT

MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

CONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORKCONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORKCONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORKCONTRACTOR'S REPONSIBILITY TO COORDINATE THE WORK

1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING.

FURNISH INFORMATION NECESSARY TO ADJUST, MOVE OR RELOCATE EXISTING

STRUCTURES, UTILITY POLES, LINES, SERVICES OF OTHER SYSTEMS LOCATED IN,

OR AFFECTED BY CONSTRUCTION. COORDINATE WITH LOCAL AUTHORITIES

HAVING JURISDICTION WITH CONSTRUCTION.

2. CONTRACTOR TO VERIFY APPLICABLE OPENINGS, DOOR SIZES, AND DIMENSIONS

OF MECHANICAL ROOMS WITH EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY

THE GOVERNMENT PRIOR TO FRAMING.

3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING

HEIGHTS AND CRAWL SPACE, ABOVE CEILING AREAS AND STRUCTURAL ELEMENTS.

4. CONTRACTOR TO VERIFY WITH STRUCTURAL, PLUMBING, MECHANICAL, AND

ELECTRICAL THE QUANTITY AND SIZES OF ALL SLEEVES REQUIRED. ALL SLEEVES

TO BE ONE HOUR RATED, PROVIDE GREATER RATING IF PENETRATING INTO HIGHER

RATED SPACE.

5. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS

NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE.

6. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE SPRINKLER,

ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS

EXPOSED STRUCTURE. CONDUIT LINES, ECT. SHALL RUN AT RIGHT ANGLES OR

SEGMENTED BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.

7. COORDINATE LOCATION OF SWITCHES, OUTLETS, THERMOSTATS, LIGHTS, ETC.

WITH SHELVING, TRIM, MARKER BOARDS, CABINETRY, AND TOILET ACCESSORIES.

MOVE AS REQUIRED TO MISS SHELVING, STORAGE, CASEWORK, VISUAL DISPLAY

BOARDS.

8. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT

ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE,

THIS WILL INCLUDE JOGGING DUCTS, PLUMBING LINES, CONDUIT, ETC. UP AND

DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING HEIGHTS AS INDICATED.

COORDINATE INSTALLATION AND SEQUENCING OF DISCIPLINES TO ACHIEVE.

9. THE GENERAL CONTRACTOR SHALL STAKE OUT ALL MAJOR FEATURES SHOWN ON

THE SITE PLAN TO VERIFY THE SITE LAYOUT RELATIVE TO THE PROPERTY LINES AND

SITE CONDITIONS PRIOR TO ANY UTILITIES OR FOOTINGS BEING INSTALLED.

10. COORDINATE FINAL CEILING HEIGHT WITH ALL WINDOWS. ALL TRADES SHOULD BE

ABLE TO FIT WITHIN THE ALLOTTED SPACE IF COORDINATED BY THE GENERAL

CONTRACTOR AND EACH TRADE. IF FURR DOWNS ARE REQUIRED TO

ACCOMMODATE ABOVE CEILING ITEMS, THE CONTRACTOR IS RESPONSIBLE TO

PROVIDE FURR DOWNS AND COORDINATE LOCATIONS WITH THE GOVERNMENT.

11. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY

THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE

CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK

WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK

ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

12. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LAYOUT FOR INTERIOR/EXTERIOR

WALLS AND FOUNDATION AND WILL BE RESPONSIBLE FOR MAINTAINING A

BENCHMARK AND CONTROL LINES AT EACH FLOOR LEVEL. CONTRACTOR IS ALSO

RESPONSIBLE FOR VERIFYING ACTUAL FLOOR HEIGHTS AND COORDINATING NEW

AND EXISTING FLOORS TO ALIGN.

13. EACH TRADE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND

INSTALLING CEILING OR WALL-MOUNTED ACCESS DOORS AS REQUIRED TO

ACCESS COMPONENTS OF ITS SYSTEM AND TO COORDINATE WITH OTHER

TRADES SO ACCESS IS MAINTAINED. PROVIDE FIRE RATING ON ACCESS DOORS

AS REQUIRED.

14. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY

THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE

CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK

WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK

ARISING FROM TRADE CONTRACTORS NOT COORDINATING WORK.

15. CONTRACTOR SHALL COORDINATE TO ASSURE ALL EQUIPMENT CAN BE BROUGHT

INTO THE BUILDING AND PROPERLY INSTALLED. THIS INCLUDES MANUFACTURE

COMPONENT SIZE/ASSEMBLY, CRITICAL PATH SCHEDULING, AND COORDINATION

OF OTHER TRADES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY

DEMOLITON AND ASSOCIATED RPARATION TO ACCOMPLISH ALL EQUIPMENT

INSTALLATION.

CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING CONTRACTOR'S RESPONSIBILTY TO COMPLY WITH APPLICABLE GOVERNING

CODES/AUTHORITIES:CODES/AUTHORITIES:CODES/AUTHORITIES:CODES/AUTHORITIES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, AND

ORDINANCES. EACH TRADE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY GOVERNING ENTITIES.

2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO ASSURE

SAFETY OF ALL PERSONS ON SITE DURING ENTIRE COURSE OF CONSTRUCTION.

3. NEITHER THE ARCHITECT, NOR THE GOVERNMENT SHALL BE RESPONSIBLE FOR

JOB SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE

SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND SHALL PROVIDE

APPROPRIATE WARNINGS, BARRICADES, ETC. AS REQUIRED PER CODES.

4. PROMPTLY NOTIFY THE GOVERNMENT IN WRITING IF ANY CONTRACT DOCUMENTS

ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND ORDINANCES.

NECESSARY CHANGES WILL BE MADE BY APPROPRIATE MODIFICATIONS.

5. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES,

LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO THE

CONTRACTING OFFICER, THAT TRADE CONTRACTOR ASSUMES FULL

RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO

COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND

REGULATIONS.

ACT Acoustical Ceiling Tile

A/C Air Conditioning

AB Anchor Bolt

ADA American Disabilities Act

AFF Above Finish Floor

BM Beam

BRG Bearing

BRK Brick

CFCI Contractor Furnished

Contractor Installed

CIP Cast In Place

CJ Control Joint

CL Column Line

CLG Ceiling

CLR Clear

CMU Concrete Masonry Unit

COL Column

CONC Concrete

CONT Continuous

CONTR Contractor

COORDF Coordination

CORR Corridor

CT Ceramic Tile

CTR Center

DBL Double

DET Detail

DIA Diameter

DR Drain

DN Down

DS Downspout

DW Dishwasher

DWG Drawing

DWR Drawer

EA Each

EF Exhaust Fan

EJ Expansion Joint

EL Elevation

ELEC Electrical

EQ Equal

EX Existing

EXT Exterior

FF Finish Floor

FIN Finish

FL Floor Line

FlSNG Flashing

FTG Footing

GA Gauge

GFRC Glass Fiber Reinforced

Concrete

GWB GWB

HT Height

HM Hollow Metal

HOR Horizontal

HR Handrail

HTR Heater

HVAC Heating, Ventilation & Air

Conditioning

HxWxL Height, width, length

IN Inches

INSUL Insulation

INT Interior

JST Joist

JT Joint

LAM Laminate

LAV Lavatory

LVR Louver

MIN Minimum

MAX Maximum

MECH Mechanical

MET Metal

MFR Manufacturer

MH Man Hole

MIN Minimum

MISC Miscellaneous

MLDG Moulding

MO Masonry Opening

MTD Mounted

MW Microwave

NIC Not In Contract

NO Number

NOM Nominal

NTS Not to Scale

OC On Center

OFCI Owner Furnished

Contractor Installed

OFOI Owner Furnished

Owner Installed

OPP Opposite

P Paint

PL Plate / Property Line

PL LAM Plastic Laminate

PLYWD Plywood

PNL Panel

PT Pressure Treated

R Radius / Riser

RB Rubber Base

REFR Refrigerator

REINF Reinforce (D)

REV Revised

RM Room

SCHED Schedule

SECT Section

SHT Sheet

SHW Single Hung Window

SIM Similar

SPECS Specifications

SQ Square

SS Sanitary Sewer

STD Standard

SVT Solid Vinyl Tile

STL Steel

T Tile

T&G Tongue & Groove

TYP Typical

UNO Unless Noted

Otherwise

VERT Vertical

VTR Vent Thru Roof

VWC Vinyl Wall Covering

WD Wood

WWM Welded Wire Mesh

WWF Welded Wire Fabric

YP Yellow Pine

TYPICAL ABBREVIATION LEGEND:

GENERAL PROJECT NOTES (CONTINUED):

GENERAL PROVISIONS FOR FIRE RATED CONSTRUCTIONGENERAL PROVISIONS FOR FIRE RATED CONSTRUCTIONGENERAL PROVISIONS FOR FIRE RATED CONSTRUCTIONGENERAL PROVISIONS FOR FIRE RATED CONSTRUCTION

1. ALL RECESSED ACCESSORIES LOCATED IN FIRE RATED WALLS SHALL BE

EITHER OF FIRE RATED CONSTRUCTION OR COORDINATED WITH THE

ADJACENT TRADES TO ALLOW THE GYPSUM BOARD TO BE CONTINUOUS

BEHIND THE ACCESSORIES.

2. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS

PART OF THEIR WORK IN FIRE-RATED CONSTRUCTION AS REQUIRED BY ALL

APPLICABLE CODES. EACH CONTRACTOR TO VERIFY WITH LOCAL FIRE

MARSHAL OR BUILDING OFFICIAL HAVING JURISDICTION. EACH RESPONSIBLE

CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK

THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME BRAND

AS DETERMINED BY CONTRACTOR.

3. ALL NEW AND EXISTING FIRE WALLS IN WORK AREAS ARE TO BE CARRIED TO

THE UNDERSIDE OF THE ROOF DECK AND SEALED AS REQUIRED FOR

NECESSARY FIRE RATINGS, AND LABELED PER THE AUTHORITY HAVING

JURISDICTION.

4. MATERIALS WITHIN PLENUMS. EXCEPT AS REQUIRED BY THE 2009

INTERNATIONAL MECHANICAL CODE SECTION 602.2.1.1 THROUGH

602.2.1.6, MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR

SHALL HAVE A FLAME SPEAD INDEX OF NOT MORE THAN 25 AND A SMOKE-

DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E84 OR UL 723.

MISCELLANEOUS GENERAL PROVISIONS:MISCELLANEOUS GENERAL PROVISIONS:MISCELLANEOUS GENERAL PROVISIONS:MISCELLANEOUS GENERAL PROVISIONS:

1. 1. 1. 1. CONTRACTOR TO NOTIFY THE GOVERNMENT IMMEDIATELY IF THERE ARE ANY

DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

2. IN ROOMS WITH FLOOR DRAINS, WHERE CONCRETE SLOPE TO DRAIN AT 1

PERCENT SLOPE UNLESS SPECIFICALLY NOTED OTHERWISE.

Sheet Schedule Sheet No. Sheet Name

04 Structural

S0.1 General Notes / Schedules / Typical Details

S1.1 First Floor and Foundation Plan - (Base Bid)

S1.1A First Floor and Foundation Plan - (Bid Option)

S1.2 Mezzanine Framing Plan

S1.3 Roof Framing Plan - (Base Bid)

S1.3A Roof Framing Plan - (Bid Option)

S2.1 Sections and Details

S2.2 Sections and Details

S2.3 Sections and Details

05 Mechanical

M1.1 HVAC Legend, Notes, and Schedules

M1.2 HVAC Schedules

M1.3 HVAC Schedules and Details

M2.1 HVAC Details

M2.2 HVAC Details

M2.3 HVAC Details

M2.4 HVAC Details

M2.5 HVAC Details

M2.6 HVAC Details and Compliance Calculations

M3.1 HVAC Plans

M4.1 HVAC Chilled Water Piping Plans

M5.1 HVAC Hot Water Piping Plans

M6.1 HVAC Chilled Water Piping Riser Diagram

M6.2 HVAC Hot Water Piping Riser Diagram

06 Plumbing

P1.1 Plumbing Schedules, Legend, and Notes

P1.2 Plumbing Details

P2.1 First Floor Waste & Condensate Plumbing Plan

P3.1 First Floor Water & Gas Plumbing Plan

P4.1 Mechanical Platform Plumbing Plan

P5.1 Waste & Gas Plumbing Riser Diagrams

P5.2 Water Plumbing Riser Diagram

07 Fire Protection

SP1.1 Fire Sprinkler Plumbing Legend, Notes and Details

SP2.1 Fire Sprinkler Plumbing Plans

08 Electrical

E1.1 Symbols, Notes and Lighting Fixture Schedule

E2.1 Electrical Demolition Site Plan

E2.2 Site Plan, Single Line Diagram and Details

E2.3 Panelboard Schedules

E2.4 Panelboard Schedules Continued

E3.1 First Floor Lighting Plan and Mezzanine Lighting Plan

E4.1 Base Bid First Floor Power Plan and Mezzanine Power and Auxiliaries Plan

E5.1 Base Bid First Floor Auxiliaries Plan

E6.1 Electrical Details

Sheet Schedule Sheet No. Sheet Name

00 Title

T1.0 Title Sheet & Index to Drawings

T2.0 General Work Notes, Abbreviations, Symbols, & Index To Drawings

T3.0 Typical Mounting Heights & Clearances

01 Civil

C1.1 Topographic Survey

C2.1 Site Demolition Plan

C3.1 Site Layout Plan

C4.1 Site Grading and Drainage Plan

C5.1 Site Utilities Plan

C6.1 Site Erosion Control and B.M.P. Plan

C7.1 Pavement Joint Layout

C8.1 Site Details

C9.1 Site Details

C10.1 Site Details

C11.1 Site Details

02 Landscape

L1.0 Landscape Site Plan

L1.1 Landscape Details

02.1 Life Safety

LS1.0 Life Safety Plan, Criteria, and Calculations

03 Architectural

A2.1 First Floor Plan

A2.2 Dimensioned Floor Plan

A2.3 Roof Plan (Base Bid)

A2.3A Roof Plan (Bid Option)

A2.4 Wall Type Plan

A3.1 Finish Schedule

A3.2 Door Schedule & Details

A3.3 Opening Schedule

A3.4 Curtain Wall & Storefront Details

A4.1 Elevations (Base Bid)

A4.1A Elevations (Bid Option)

A5.1 Building Sections

A5.2 Wall Sections

A5.3 Wall Sections

A5.4 Vapor Barrier Details

A6.1 Enlarged Floor Plans & Interior Elevations (Base Bid)

A6.2 Enlarged Floor Plans & Interior Elevations (Bid Option)

A6.3 Enlarged Floor Plans & Interior Elevations

A7.1 Cabinet Elevations

A8.1 Reflected Ceiling Plan

A9.1 Floor Pattern Plan

M A X

PAPER TOWEL

DISPENSER

MIRROR

SOAP

DISPENSER

ROBE

HOOK

T O T O P O F H O O K

T Y P

LAVATORY. PROVIDE ADA

INSULATION KIT WHEN REQUIRED

URINAL

42" MIN

MAX

1' - 0"

WATER

CLOSET

TOILET

PAPER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

HORIZONTAL

GRAB BAR

VERTICAL GRAB BAR

MIN

1' - 3"

39 MIN - 41 MAX

A B O V E F

H E D F

O R

SHOWER ROD

FOLDING SHOWER SEAT FOR

TRANSFER-TYPE SHOWERS. LOCATE

ON WALL OPPOSITE THE CONTROLS

AND HAND SHOWER WALL.

TOWEL BAR

ALLOWABLE

MOUNTING

AREA

T O B O T T O M O F

R E F

C T

E S U R F A C E

M A X

H A F F

M A X

H A F F

M A X

ACAL

MAX.

15"

MAX.

15"

M A X

CONTROLS AND HAND

SHOWER SHALL BE

LOCATED WITHIN HATCH

AREA

HAND SHOWER GLIDE

RAIL NOT SHOWN,

SEE SPECS

TRANSFER SHOWER CONTROL WALL

LOCATED OPPOSITE SEAT WALL.

4" MAX.

18"

M A X

/2 M A X

1 1/2" MAX.

22" - 23"

15" - 16"

M A X O F C O M P A T M E N T E N T R Y

AL-SHAPED

SHOWER

SEAT

16" - 18"

M A X

12 MIN

36 MIN.

HORIZONTAL

GRAB BAR

TYPICAL ADA MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

18" MIN

(A)

FRONT APPROACH, PULL SIDE

(B)

FRONT APPROACH, PUSH

SIDE

IN12" MIN

(C)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

36" MIN 6

(D)

HINGE APPROACH, PULL SIDE

42" MIN

(E)

HINGE APPROACH, PULL SIDE

22" MIN

(F)

HINGE APPROACH, PUSH SIDE

(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND

LATCH

22" MIN

24" MIN

(H)

LATCH APPROACH, PULL SIDE

(I)

LATCH APPROACH, PULL SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

(J)

LATCH APPROACH, PUSH SIDE

(K)

LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH CLOSER

24" MIN

12" MIN

(C)

PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

X > 8"

(B)

PUSH SIDE

18" MIN

X > 8"

(A)

PULL SIDE

24" MIN

(D)

STOP OR LATCH APPROACH

22 MIN

m in

(C)

POCKET OR HINGE APPROACH

(B)

SIDE APPROACH

m in

(A)

FRONT APPROACH

T O F

E E X T

G U

H E R H A N D

M A X

A D A M A X

M A X

FIRE

EXTINGUISHER

CABINET

ADA ELECTRIC

WATER COOLER

H A F F

M A X

MIN.

M A X

6" MAX.

11" MIN

5" MAX. 15" MIN.

MIN. CLEAR DEPTH

48"

A R W

T H

ADA ELECTRIC

FOUNTAIN SKIRT

WHERE LOCATED IN

CIRCULATION PATH

AREA OF

REFUGE

AREA OF

REFUGE

M A X

18 MIN

CENTERED ON RAISED CHARACTERS

HEIGHT OF RAISED CHARACTERS ABOVE FLOORHEIGHT OF RAISED CHARACTERS ABOVE FLOORHEIGHT OF RAISED CHARACTERS ABOVE FLOORHEIGHT OF RAISED CHARACTERS ABOVE FLOOR LOCATION OF SIGNS AT DOORSLOCATION OF SIGNS AT DOORSLOCATION OF SIGNS AT DOORSLOCATION OF SIGNS AT DOORS

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

T el

. 3

. 2

. 5

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

A R

C H

C T

U R

I N

T E

R D

E S

T3.0

Typical Mounting Heights & Clearances

N ew

S ec u ri ty B u ild in g th

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JJ, NB, DCD, JBW, DOB

DCD

1/2" = 1'-0"T3.0

1 TYPICAL ADA MOUNTING HEIGHTS

1/2" = 1'-0"T3.0

ADA DOOR OPENING MANEUVERING

CLEARANCES

1. ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1 ARE THE REFERENCE

STANDARDS USED FOR SCOOPING PROVISIONS FOR ACCESSIBILITY. THE MORE STRINGENT

PROVISIONS OF THE TWO STANDARDS ARE INDICATED.

2. DIAGRAMS SHOWN ARE FOR MOUNTING HEIGHT INFORMATION ONLY. FIXTURES SHOWN ARE NOT

NECESSARILY INCLUDED IN THE PROJECT.

3. COORDINATE ADA REQUIREMENTS WITH ALL REQUIRED CONCEALED WOOD BLOCKING.

4. REFER TO MANUFACTURER'S LITERATURE REGARDING RECOMMENDATIONS FOR MOUNTING

PRODUCTS AND MATERIALS IN COMPLIANCE WITH ADA STANDARDS.

GENERAL NOTES:

1/8" = 1'-0"T3.0

TYPICAL SIGNAGE MOUNTING

DETAILS

L1.0

"B" Street

Bach us

Driv e

L1.1

Sim

BID OPTION

NEW STRIPING-

SEE CIVIL

EXISTING FENCE

TO REMAIN

NEW FENCE

ILD

L1.0

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

S e e C iv il

V a ri e s

Reinforcing Steel (See Structural)

N Bach us Driv e

MATERIAL STORAGE

AREA

DELIVERY ACCESS

POINT

DELIVERY ACCESS

POINT

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

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

(0 .9

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

E R

E A

C H

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

T el . 3

. 2

. 5

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

A R C H

E C T U R E

I N T E R

R D

E S

L1.0

Landscape Site Plan

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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" = 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

A R

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

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 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

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

T el

. 3

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

A R

C H

C T

U R

I N

T E

R D

E S

L1.1

Landscape Details

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12072

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. REFER TO SPECIFICATION SECTION 01 2300 FOR

DESCRIPTION OF BID OPTIONS.

F .E

F.E.C.

F .E

F.E.C.

F .E

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

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

COMMON PATH OF EGRESS

TRAVEL = 86'-7"

COMMON PATH OF EGRESS

TRAVEL = 50'-4"

1 OCCUPANT

.43

76 OCCUPANTS

EWS

1 OCCUPANT

EWC

13 OCCUPANTS

.43

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

T el . 3

. 2

. 5

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

A R C H

E C T U R E

I N T E R

R D

E S

LS1.0

Life Safety Plan, Criteria, and Calculations

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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)

E F

F .E .C

F.E.C.

F .E .C

F.E.C.

F .E .C

F.E.C.

Supply

Classroom /

CATS Training

Squad Leader

Work Area

Vestibule

NCOIC

Quality Control

Break Room

Supt. Office

Manager

Office 133b

Waiting &

Orderly 133a

Commander 133c

First

Seargent

Conference

Room

Operations

Officer

Resource

Protection

Electrical /

Mechanical

Intel /

Investigations

Officer

Guardmount

Weapons Issue &

Storage 148a

Latrine 148b

COMM

BDOC

Latrine

Alarm

BDOC

Conference 130b

SIPR / NCIC

130a

Hall

150d

133c

133b

130b

130a

148a

148b

122 123

Janitor

Hall

Water

Hall

888 88

Men's Latrine

Women's Latrine

A6.1

A6.3

A6.1

Parts Washer (OFOI)

Emergency Eyewash (CFCI)

Sink (CFCI)

8 8

150c

A7.1

A7.1 3

150b D.S.

D.S.

D.S. D.S. D.S. D.S. D.S. D.S.

D.S.

D.S.D.S.

0' 4' 8' 16' 32'

150a

2 CONTRACTOR FURNISHED RECYCLING RECEPTACLES. SEE

SPECIFICATION SECTION 10 8500

PROVIDE MOP HOLDER/ SHELF IN THIS SPACE. REFER TO

SPECIFICATION SECTION 10 2800.

3 SEAL CMU WALL TO METAL DECK IN ROOMS 130, 130A, 130B, 132,

AND 134. SEE DETAIL 4/A2.4A.

4 SEAL CMU WALL TO METAL DECK AND INSTALL GYPSUM BOARD/

METAL STUD FRAMING EXTENDING TO ROOF DECK ABOVE. SEE

3/A2.4.

A2.4

Sim

A2.4

Sim

D.S.

13 13

13 1315

143a 141 139 137 135

133a

131129b129a127125

143b

ICE MACHINE (CFCI)

Vestibule

121a

121b

A5.1

BASE BID BASE BID

7 7BID OPTION BID OPTION

BASE BID

3 BID OPTION

BASE BID BASE BID

7 7BID OPTION BID OPTION

13 13BASE BID BASE BID

7 7BID OPTION BID OPTION

BASE BID

11 BID OPTION

1. SEE ELEVATIONS FOR SECTION TAGS

GENERAL NOTES:

ROOM NAME

Exterior Walls - See Wall Type Plan

Interior Walls - See Wall Type Plan

Door/Frame - See Door Schedule

Room Marker

Legend:

A101

1 Ref

R e f

1 Ref

R e f

A101

SIM

Elevation Marker

Detail Callout/ Section Tag

Window/Curtain Wall/Storefront

Tag - See Curtain Wall & Storefront

Schedules

Door Tag - See Door Schedule

Downspout - See Typical

Downspout Boot Detail & Civil

Drawings

D.S.

Interior CMU Control Joint - See

2A2.1. See Elevations for Locations of Exterior Control Joints

See Structural Detail for Additional Requirements

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

T el

. 3

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

A R

C H

C T

U R

I N

T E

R D

E S

A2.1

First Floor Plan

N ew

S ec u ri ty B u ild in g th

A ir

R ef u el in g

W in g B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

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

1 First Floor Plan (Base Bid)

3" = 1'-0"A2.1

2 Interior Masonry Control Joint Detail

(53.44M)

175' - 4"

(7.92M)

26' - 0"

(4.27M)

14' - 0"

(7.92M)

26' - 0"

(7.92M)

26' - 0"

(6.30M)

20' - 8"

(0.20M) 0' - 8"

(1 .8

(0 .1

(0 .2

(0.20M) 0' - 8"

(1.77M)

5' - 9 5/8"

(1.77M)

5' - 9 5/8"

(5 .8

(0.20M) 0' - 8"

(5.23M)

17' - 2"

(4.62M)

15' - 1 7/8"

(8.50M)

27' - 10 3/4"

(4.94M)

16' - 2 1/2"

(1.74M)

5' - 8 1/2"

(1.66M)

5' - 5 1/4"

(5 .5

(4 .9

(2 .7

(0 .4

(1.45M)

4' - 9 1/8"

(3 .0

(3 .2

(3 .0

(3.29M)

10' - 9 5/8"

(0.20M) 0' - 8"

(0.91M)

3' - 0"

(1 .8

(5 .0

(1.81M)

5' - 11 1/2"

(0.52M) 1' - 8 5/8"

(1.96M)

6' - 5 1/8"

(8 .9

(3 .2

(0.76M)

2' - 6"

(0.71M) 2' - 4"

(0.97M) 3' - 2 1/8"

(2.33M)

7' - 7 5/8"

(1 .0

(2.34M)

7' - 8"

(0 .7

(1 .8

(7.26M)

23' - 9 7/8"

(0.19M) 0' - 7 3/8"

SOFT METRIC DIMENSIONS ARE PROVIDED FOR THE OWNER'S INFORMATION & USE ONLY. FOR

THE PURPOSES OF CONSTRUCTION, THE CONTRACTOR SHALL USE THE LISTED ENGLISH

DIMENSION. IF DISCREPANCIES EXIST WITH THE METRIC & ENGLISH UNITS, THE ENGLISH UNITS

SHALL SUPERCEDE. TYPICAL ON ALL DRAWINGS.

ALL INTERIOR PARTITION DIMENSIONS ARE TAKEN TO THE CENTER LINE

OF WALL UNLESS NOTED OTHERWISE. ALL EXTERIOR WALL

DIMENSIONS ARE TAKE TO THE OUTSIDE (EXTERIOR) FACE OF THE

CONCRETE MASONRY UNIT UNLESS NOTED OTHERWISE.

GENERAL CONTRACTOR SHALL FIELD VERIFY AND

COORDINATE ALL DIMENSIONS. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES

NOTED PRIOR TO PROCEEDING.

OSF OF BRICK VENEER

OSF OF BRICK VENEEROSF OF BRICK VENEER

(7.92M)

26' - 0"

(6.30M)

20' - 8"

(9.06M)

29' - 8 5/8"

(0.19M) 0' - 7 3/8"

(2.84M)

9' - 4"

(3.66M)

12' - 0"

(0.61M)

2' - 0" (3.66M)

12' - 0"

(0.19M) 0' - 7 3/8"

(1 .2

(7.92M)

26' - 0"

(11.18M)

36' - 8"

(0.19M) 0' - 7 3/8"

(3.66M)

12' - 0"

(0.61M)

2' - 0"

(3.66M)

12' - 0"

(0.19M) 0' - 7 3/8"

(1.22M)

4' - 0"

(1 .2

(4 .8

(0 .1

(6 .2

(4 .8

(0 .1

EQ EQ

(3.22M)

10' - 6 3/4"

(5.23M)

17' - 2"

EQ EQ

(3.22M)

10' - 6 3/4"

(0.19M) 0' - 7 3/8"

(0.71M) 2' - 4"

(0 .1

(1 .2

(0.19M) 0' - 7 3/8"

EQ EQ

(0.71M) 2' - 4"

E Q

(3.68M)

12' - 0 7/8"

(4.70M)

15' - 5 1/8"

(0 .7

(4 .6

(0 .1

EQ EQ

(0.91M) 3' - 0"

(1 .5

(0 .7

(0.96M) 3' - 1 7/8"

(3.35M)

11' - 0"

(3.35M)

11' - 0"

(3.02M)

9' - 10 3/4"

(3.66M)

12' - 0"

(0.61M)

2' - 0"

(3.66M)

12' - 0"

(2 .3

(0 .7

(2 .3

(3.35M)

11' - 0"

(3.35M)

11' - 0"

(2.85M)

9' - 4 1/8"

EQ EQ

(0 .5

(24.93M)

81' - 9 3/8"

(3 .7

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

T el . 3

. 2

. 5

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

A R C H

E C T U R E

I N T E R

R D

E S

A2.2

Dimensioned Floor Plan

N ew

S ec u ri ty B u ild in g th A ir R ef u el in g W in g

B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

1/8" = 1'-0"A2.2 1 Dimensioned Floor Plan

G E

VALLEY

VALLEYVA

RIDGE

RID

VALLEY

RIDGERI

RID

VALLEY

RIDGE

G E

OUTSIDE FACE OF WALL BELOW.

VALLEY

G E

RID

4" / 1'-0"

4' 8' 16' 32'

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

4" / 1'-0"

D.S.

D.S. D.S.

D.S.D.S.D.S.D.S.D.S.D.S.

VTR

A2.3

Sim

VTR

RID

D.S.D.S.

4" / 1'-0"4" / 1'-0"

4" / 1'-0" 4" / 1'-0"

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

PER MANUF. REQ.

12" MAX.

VALLEY SUPPORT PLATE

EXTENDED VALLEY TRIM

" M

METAL ROOF PANELS

OFFSET CLEAT

RIGID INSULATION

METAL ROOF DECK

SELF ADHERED

ROOFING

UNDERLAYMENT

FLOATING CLIP AND BEARING PLATE

DECK SCREWS PER MANUFACTURER'S REQUIREMENTS

TRI-BEAD TAPE SEALER

METAL ROOF PANELS

TRI-BEAD TAPE SEALER

DECK SCREW (MIN. 3/4"

PENETRATION INTO METAL DECK)

RIDGE TRIM

RIDGE/HIP SUPPORT PLATE

METAL DECK

RIGID INSULATION

TOOL SEALANT

7/8 LONG-LIFE LAPTEK W/ WASHER @

6" O.C.

OUTSIDE CLOSURE

SELF-DRILLER W/ WASHER (4) PER

PANEL

(0.15M)

0' - 6"

(0 .1

Metal Roof Panel

Self Adhered Roof Underlayment

P.T. Wood Blocking as Required

Air Barrier

Sealant

Gutter - See Specs

Gutter Strap as Required

Rigid Insulation

Edge Angle - See Structural

P.T. WoodBlocking as

Required

Downspot Beyond - See

Spec Section 07 7100 for

Size

-5

A2.3

Metal Roof Panel

Self Adhered Roof Underlayment

P.T. Wood Blocking as Required

Air Barrier

Sealant

Rigid Insulation

Continuous Cleat

P.T. Wood Blocking

Gutter Strap

Sheet Metal Fascia

Gutter

SILICONE SEALANT AROUND CUT OF BOOT

EPDM RUBBER PIPE FLASHING

BUTYL TAPE BENEATH BASE AND

POLYURETHANE FILLET

METAL ROOF PANEL

SELF ADHERED ROOF UNDERLAYMENT

RIGID INSULATION

METAL ROOF DECK

VENT - SEE PLUMBING

INSTALL PER MANUFACTURER'S

REQUIREMENTS AND WARRANTY

REQUIREMENTS FOR ROOF SYSTEM

INSTALL PIPE IN CENTER OF PANEL TO ALLOW

BASE OF RUBBER ROOF JAMA

CK TO LAY FLAT ON PANEL

NOT TO

SCALE

Standing Seam

Metal Roof -

See Specs

Outside Air

Intakes / Exhaust

Hoods -

See Mechanical

D.S

Downspout

Vent Thru Roof -

See PlumbingVTR

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

T el

. 3

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

A R

C H

C T

U R

I N

T E

R D

E S

A2.3

Roof Plan (Base Bid)

N ew

S ec u ri ty B u ild in g th

A ir

R ef u el in g

W in g B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

1/8" = 1'-0"A2.3

1 Roof Plan

1 1/2" = 1'-0"A2.3

2 Valley Detail

1 1/2" = 1'-0"A2.3

3 Ridge Detail

3" = 1'-0"A2.3

4 gutter detail

6" = 1'-0"A2.3

5 gutter flashing detail

1 1/2" = 1'-0"A2.3

6 Plumbing Vent Detail

1/4" = 1'-0"

Roof Plan Legend

Standing Seam

Metal Roof -

See Specs

Outside Air

Intakes / Exhaust

Hoods -

See Mechanical

D.S

Downspout

Vent Thru Roof -

See PlumbingVTR

G E

VALLEY

RIDGE

RID

RIDGE

RID

RIDGE

VALLEY

RID

VALLEY

RID

VALLEY

RIDGERID

RID

VALLEY

RID

VALLEY

RIDGE

G E

VALLEYVALLEY

G E

RID

GERID

4" / 1'-0"

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

4" / 1'-0"

D.S.

D.S. D.S. D.S. D.S. D.S. D.S.

D.S.

D.S.D.S.

D.S.

D.S. D.S.

D.S.D.S.D.S.D.S.D.S.D.S.

VTR

A5.1

Sim

A5.1

Sim

A5.1

Sim

A5.1

Sim

VTR

RIDGERID

4" / 1'-0"

4" / 1'-0"4" / 1'-0"

4" / 1'-0" 4" / 1'-0"

4" / 1'-0"

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

A2.3

Sim

D.S.

A2.3

Sim

A5.1

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

T el

. 3

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

A R

C H

C T

U R

I N

T E

R D

E S

A2.3A

Roof Plan (Bid Option)

N ew

S ec u ri ty B u ild in g th

A ir

R ef u el in g

W in g B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

1/4" = 1'-0"

Roof Plan Legend

1/8" = 1'-0"A2.3A

1 Roof Plan(Bid Option)

Rev. Description Date

C C

CCC

N L

L L

A2.4

L G G

A2.4

Sim

A2.4

Sim

L L

LLL

C C

L Q

Grout Fill Between

Metal Deck and CMU Wall

Wall Type L- Extend and Seal to

Underside of Roof Structure. Seal

Wall Air-Tight to CMU Wall Below and Roof Deck Above.

Wall - See Wall Type Plan

Ceiling - See Reflected Ceiling Plan

12' - 0"

Wall Brace (on Ceiling Side only )

Wall Type L- Extend and Seal to

Underside of Roof Structure. Seal

Wall Air-Tight to CMU Wall Below and Roof Deck Above.

Wall Type Legend:

Wall Type C

Wall Type D

Wall Type G

Wall Type L

Wall Type N

Wall Type O

Wall Type Q

C C

CCC

N L

D C

A2.4

L G G

A2.4

Sim

A2.4

Sim

L L

LLL

L Q

L L

D D

L L

D D

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

T el

. 3

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

A R

C H

C T

U R

I N

T E

R D

E S

A2.4

Wall Type Plan

N ew

S ec u ri ty B u ild in g th

A ir

R ef u el in g

W in g B ir m in gh am , A

12072

JUNE 2024

JJ, NB, DCD, JBW, DOB

DCD

3/32" = 1'-0"A2.4

1 Wall Type Plan - Base Bid

Wall Schedule

Type Mark Description Comments

Minimum NIC Rating

C 8" CMU, Airspace, Brick Veneer

D 12" CMU, Airspace, Brick Veneer See Finish Schedule for Locations where this wall type is scheduled to receive wall tile.

G 8" CMU 45

L 5/8" GWB, 3-5/8" Metal Stud, 5/8" GWB 45

N 5/8" GWB, 3-5/8" Metal Stud

O 12" CMU 45

Q Upper Wall: 8" CMU, Metal Panel; Lower Wall: 8" CMU, Airspace, Brick Veneer.

1" = 1'-0"A2.4

3 Gypsum Wallboard Detail

3/4" = 1'-0"A2.4

4 Wall Transition Detail

SEE LS-1 FOR LOCATIONS OF FIRE RATED WALL ASSEMBLIES

NOT SHOWN ON THIS SHEET

3/32" = 1'-0"A2.4

2 Wall Type Plan - Bid Option

Rev. Description Date

1. ALL INTERIOR WALLS TO EXTEND TO 12'-0" ABOVE FINISHED

FLOOR UNLESS NOTED OTHERWISE.

GENERAL NOTES:

1…

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