Addendum - Union County, NC :: Home€¦ · 12/30/2015 5:01:53 pm union county sheriff's office firing range mills harris road, marshville, nc 5404 11/17/2015 jcs mfk dew gi002 appendix

Addendum

I:\Offices\Roa\2014\5404-Union County Firearms Range\CA\Bidding\Addenda\Addendum 02\151230

Addendum 02.docx Page 1

ADDENDUM NO. 02

This Addendum forms a part of the Contract Documents and modifies and takes precedence over the

original Bid Documents for IFB#2016-014, Union County Sherriff’s Office Firing Range. Original

items of the Bid Documents not herein modified, amended, voided or suspended shall remain in

effect.

It is the responsibility of the Bidder to notify and/or distribute this Addendum to all sub-bidders.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

This Addendum consists of three pages, plus attached drawing sheets and specifications.

CHANGES TO DRAWINGS

1. Delete the following drawing sheets and replace with attached drawing sheets

incorporating revisions numbered “1” and dated 12/30/2015:

a. GI002 “APPENDIX B”

b. S-001 “LEGEND, NOTES, AND ABBREVIATIONS”

c. S-003 “GENERAL NOTES”

d. SB102 “FOUNDATION PLAN AREA B”

e. SB301 “FOUNDATION SECTIONS”

f. SB501 “TYPICAL FOUNDATION/SLAB DETAILS”

g. SF102 “ROOF FRAMING PLAN AREA B”

h. SF301 “FRAMING SECTIONS”

i. SF501 “TYPICAL FRAMING DETAILS”

j. AE101 “FLOOR PLAN AREA A”

k. AE102 “FLOOR PLAN AREA B”

l. AE103 “REFLECTED CEILING PLAN AREA A”

m. AE104 “REFLECTED CEILING PLAN AREA B”

n. AE105 “ROOF PLAN AND DETAILS”

213 South Jefferson, Suite 1011

Roanoke, VA 24011

Project: Union County Sheriff’s Office

Firing Range

Date: December 30, 2015

Project #: IFB#2016-014

Clark Nexsen Project No. 5404

Addendum



o. AE201 “ELEVATIONS”

p. AE202 “ELEVATIONS”

q. AE301 “BUILDING SECTIONS”

r. AE401 “ENLARGED PLANS”

s. AE501 “BALLISTIC DETAILS”

t. AE503 “DETAILS”

u. AE601 “SCHEDULES”

v. FP101 “FLOOR PLAN AREA A”

w. FP102 “FLOOR PLAN AREA B”

x. M-001 “ABBREVIATIONS LEGEND AND GENERAL NOTES”

y. M-101 “FLOOR PLANS - AREAS A AND B”

z. M-501 “DETAILS”

aa. M-601 “SCHEDULES”

bb. M-801 “CONTROL SEQUENCES DIAGRAMS AND POINT LISTS”

cc. M-802 “CONTROL SEQUENCES DIAGRAMS AND POINT LISTS”

CHANGES TO SPECIFICATIONS

1. Section 095113 - ACOUSTICAL PANEL CEILINGS:

a. Add the following article after article 2.3 and renumber subsequent articles:

“2.4 ACOUSTICAL PANELS: ACP – 2

A. Basis-of-Design Product: Subject to compliance with

requirements, provide Armstrong World Industries, Inc. “Fine

Fissured.”

B. Color: White.

C. Edge/Joint Detail: Square.

D. Modular Size: As indicated on Drawings.

E. Broad Spectrum Antimicrobial Fungicide and Bactericide

Treatment: Provide acoustical panels treated with

manufacturer's standard antimicrobial formulation that inhibits

fungus, mold, mildew, and gram-positive and gram-negative

bacteria and showing no mold, mildew, or bacterial growth

when tested according to ASTM D 3273 and evaluated

according to ASTM D 3274 or ASTM G 21.

F. Humidity Resistance: Resistant to sagging in high-humidity

conditions, including standing water and outdoor

applications.”

http://www.specagent.com/LookUp/?ulid=344&mf=04&mf=95&src=wd&mf=04&src=wd

Addendum



2. Section 124816 – ENTRANCE FLOOR GRILLES:

a. Under 2.1 MANUFACTURERS add the following paragraph:

“B. Other Manufacturers:

1. Kadee Industries, “KDCP Aluminum Entrance Grid”.

3. Delete Section 283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM and replace with

Section 283111 attached to this Addendum.

RESPONSES TO BIDDER QUESTIONS

The following are responses to questions received from Bidders that do not require modifications to

the Bid Documents. The following is provided as a courtesy so that all Bidders have access to the

same information.

1. Drawing Sheet AE503 - Question: Looking at details B4 and C4 on AE503, it appears a

portion of this vertical surface is open to the elements. Am I seeing this correctly, or is this

surface closed? If it is closed, what materials are being used to close it?

a. Response: Between the tops of the wood blocking assembly above the truss

bottom chords (Detail B4), and the bottom of the truss top chords (Detail C4) the

building is open to the exterior, through the webs of the trusses.

2. Specification Section 064116 – Question: Plastic laminate faced architectural cabinets

require AWI program labels. We have a supplier that does not participate in the AWI

programs, can this requirement be waived?

a. Response: No.

END OF ADDENDUM

Roanoke, VA 24011213 South Jefferson Avenue, Suite 1011

540.982.0800Clark Nexsen license number: C-1028

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APPENDIX B

2

2012 APPENDIX BBUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES)

Name of Project: ________________________________________________________________

LEAD DESIGN PROFESSIONAL: __________________________________________

Address: ___________________________________________________ Zip Code: _________Proposed Use: __________________________________________________________________Owner/Authorized Agent: __________________ Phone #: ____________ _______________Owned By:Code Enforcement Jurisdiction:

DesignerArchitectural

2012 EDITION OF NC CODE FOR:EXISTING:CONSTRUCTED__________________ ORIGINAL USE(S)___________________RENOVATED __________________ CURRENT USE(S)___________________

PROPOSED USE(S)__________________

BASIC BUILDING DATA

CivilElectricalFire AlarmPlumbingMechanicalStructural

Construction Type:I-B

Sprinklers:Standpipes:Fire District:Building Height: (feet)

Gross Building Area:FLOOR EXISTING (SQ FT) NEW (SQ FT) SUBTOTAL6th Floor5th Floor4th Floor3rd Floor2nd FloorMezzanine1st FloorBasement

TOTAL

ALLOWABLE AREAOccupancy:

Assembly:Business:Educational:Factory:Hazardous:Institutional:

Mercantile:Residential:Storage:

Special Uses:

Special Provisions:

Mixed Occupancy:Incidental Use Separation (509)This separation is not exempt as a Non-Separated Use (see exceptions)Non-Separated Use (508.3.)The required type of construction for the building shall be determined by applying theheight and area limitations for each of the applicable occupancies to the entirebuilding. The most restrictive type of construction, shall apply to the entire building.Separated Use (508.4) - See below for area calculationsFor each story, the area of occupancy shall be such that the sum of the ratios of theactual floor area of each use divided by the allowable floor area for each use shall notexceed 1.

Actual Area of Occupancy A Actual Area of Occupancy BAllowable Area of Occupancy A Allowable Area of Occupancy B ≤ 1

≤ 1.00. . . . =

STORYNO.

DESCRIPTIONAND USE

(A)BLDG AREAPER STORY

(ACTUAL)

(B)TABLE 503

AREA

(C)AREA FORFRONTAGEINCREASE

(D)AREA FORSPRINKLERINCREASE

(E)ALLOWABLE

AREA ORUNLIMITED

(F)MAXIMUMBUILDING

AREA

1 - Frontage area increases from Section 506.2 are computed thus:a. Perimeter which fronts a public way or open space having 20 feet minimum width = ___________ (F)b. Total Building Perimeter = ___________ (P)c. Ratio (F/P) = ___________ (F/P)d. W=Minimum Width of Public Way = ___________ (W)e. Percent of frontage increase I = 100 [(F/P) - 0.25] x W/30 = ___________ (%)

2 - The sprinkler increase per Section 506.3 is as follows:a. Multi-story Building I = 200%b. Single story Building I = 300%

f

ss

3 - Unlimited area applicable under conditions of Section 507.

4 - Maximum Building Area = total number of stories in the building x E (506.4).

5 - The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers mustcomply with Table 412.1.2.

New Construction

FIRE PROTECTION REQUIREMENTS

ALLOWABLE HEIGHT

Type of ConstructionBuilding Height in FeetBuilding Height in Stories

ALLOWABLE(TABLE 503)

INCREASEFOR

SPRINKLERS

SHOWN ONPLANS

CODEREFERENCE

Feet = H + 20' = _______

Stories + 1 = __________

Feet _________ (H)

Stories _______ (S)

Structural FrameIncluding Columns,Girders, Trusses

Bearing Walls

Exterior

North

East

West

South

InteriorNonbearing Walls andPartitions

BUILDING ELEMENTFIRE

SEPARATIONDISTANCE

(FEET)

RATING

REQ'D

Exterior

Interior walls and partitions

North

East

West

South

Floor ConstructionIncluding supportingbeams and joistsRoof ConstructionIncluding supportingbeams and joists

Shaft Enclosures - Exit

Shaft Enclosures - Other

Corridor Separation

Occupancy Separation

Party/Fire Wall Separation

Smoke Barrier Separation

Tenant Separation

Incidental Use Separation

PROVIDED(W/_____*REDUCTION)

DETAIL #AND

SHEET #

DESIGN #FOR

RATEDASSEMBLY

DESIGN # FORRATED

PENETRATION

DESIGN #FOR

RATEDJOINTS

* Indicate section number permitting reduction

LIFE SAFETY SYSTEM REQUIREMENTSEmergency Lighting:Exit Signs:Fire Alarm:Smoke Detection Systems:Panic Hardware:

STRUCTURAL DESIGNDESIGN LOADS:

ws

E

Ground Snow Load:

Wind Load:

SEISMIC DESIGN CATEGORY

1

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

PLUMBING FIXTURE REQUIREMENTS

EXISTING

USEURINALS

NEW

REQUIRED

WATER CLOSETS

MALE FEMALE

LAVATORIES

MALE FEMALESHOWERS /

TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

ENERGY SUMMARY

ENERGY REQUIREMENTSThe following data shall be considered minimum and any special attribute required to meet the energycode shall also be provided. Each Designer shall furnish the required portions of the projectinformation for the plan data sheet. If energy cost budget method, state the annual energy cost budgetvs. allowable annual energy cost budget.

THERMAL ENVELOPE

Method of Compliance:

Roof/Ceiling Assembly (each assembly)

Exterior Walls (each assembly)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Floors slab on grade (each assembly)

MECHANICAL SUMMARY

MECHANICAL SYSTEMS, SERVICE SYSTEMS, AND EQUIPMENT

Thermal Zonewinter dry bulbsummer dry bulb

Interior design conditions

relative humidity

Building heating loadBuilding cooling loadMechanical Spacing Conditioning System

Unitarydescription of unitheating efficiencycooling efficiencysize category of unit

BoilerSize category. If oversized, state reason.

Chiller

List equipment efficiencies

Addition UpfitReconstruction Alteration Repair

II-B III-B V-BI-A II-A III-A V-AIV

No Partial Yes NFPA 13 NFPA 13R NFPA 13DNo Yes Class I Class II Class III Wet DryNo Yes Flood Hazard Area: No Yes

_________

I-1 I-2 I-3

A1 A2 A3

F-1 Moderate F-2 LowH-1 Detonate H-2 Deflagrate

I-4H-3 Combust H-4 Health H-5 HPM

R-1 R-2 R-3 R-4S-1 Moderate S-2 Low High-Piled

Utility and Miscellaneous:

402 403 404 405 406 407 408 409 410 411412 413 414 415 416 417 418 419 420 421

509.2 509.3 509.4 509.5 509.6 509.7 509.8

No Yes Separation: _____ Hhr Exception: _____________

City/County Private StateStateCity _____________ County ___________

No YesNo YesNo YesNo YesNo Yes

Wind (I )Snow (I )Seismic (I )

______________________________

RoofMezzanineFloor

Live Loads:

Importance Factors:

__________ psf__________ psf__________ psf__________ psf

Basic Wind SpeedExposure CategoryWind Base Shears (for MWFRS)

__________ mph (ASCE-7)__________Vx = __________ Vy = __________

Provide the following Seismic Design Parameters:B C D

Occupancy Category (Table 1604.5)Spectral Response AccelerationSite Classification (Table 1613.5.2)

Basic Structural System (check one)Bearing WallBuilding FrameMoment Frame

Dual with Special Moment FrameDual with Intermediate R/C or Special SteelInverted Pendulum

Seismic Base ShearAnalysis ProcedureArchitectural, Mechanical, Components anchored?

Ss = ____________ %g

Data Source:

S = ____________ %g

Field Test Presumptive Historical Data

Vx = __________ Simplified

Vy = __________ Modal Equivalent Lateral Force

Earthquake Wind

Field Test (provide copy of test report)Presumptive Bearing capacityPile size, type, and capacity

_________ psf_________ psf_________________________________________

Prescriptive (Energy Code)Performance (Energy Code)

Description of assemblyU-Value of total assemblyR-Value of insulationSkylights in each assembly

U-Value of skylightTotal square footage of skylights in each assembly

_______________________________________________________________________________________________________________________________________________________________________________

_____________________

Description of assemblyU-Value of total assemblyR-Value of insulationOpenings (windows or doors with glazing)

U-Value of assemblyShading coefficientProjection factorLow-E required, if applicable

Door R-Values

________________________________________________________________________________________________________

_______________________________________________________________________________________________________________________________________________________________________________

Description of assemblyU-Value of total assemblyR-Value of insulation

_________________________________________________________________________________________________________


_________________________________________________________________________________________________________


_________________________________________________________________________________________________________

Horizontal / vertical requirement ___________________________________Slab heated ___________________________________

_____________________________________________________________________________________________________________________________________________

winter dry bulbsummer dry bulb

_____________________________________________________________________________________________________________________________________________

______________________________________________________________________________________________

________________________________________________________________________________________________________________________________________________

________________________

Firm Name Lic. # EmailPhone #

I-3 Condition 1 2 3 4 5

A4 A5

5

1 2 3 4

Type _________ Type ___________

Stories _________

422 423

Partial _______

A

II III

IVI

SPACE

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENTMethod of Compliance:

Lighting Schedule

Equipment schedules with motors (not used for mechanical systems)

Prescriptive PerformanceEnergy Code:

Lamp type required in fixtureNumber of lamps in fixtureBallast type used in fixtureNumber of ballasts in fixtureTotal wattage per fixtureTotal interior wattage specified vs. allowed(whole building or space by space)Total exterior wattage specified vs. allowed

____________________________________________________________________________________________________________________________________________________________________________________

______________________________

Renovation

Accessory Occupancies:Assembly:Business:Educational:Factory:Hazardous:Institutional:

Mercantile:Residential:Storage:

I-1 I-2 I-3

A1 A2 A3

F-1 Moderate F-2 LowH-1 Detonate H-2 Deflagrate

I-4H-3 Combust H-4 Health H-5 HPM

R-1 R-2 R-3 R-4S-1 Moderate S-2 Low High-Piled

I-3 Condition 1 2 3 4 5

A4 A5

Parking Garage Open Enclosed Repair Garage

Utility and Miscellaneous:Parking Garage

Incidental UsesFurnace room where any piece of equipment is over 4000,000 Btu per hour input Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower Refrigerant machine room Hydrogen cut off rooms, not classified as Group HIncinerator roomsPaint shops, not classified as Group H, located in occupancies other than Group FLaboratories and vocational shops, not classified as Group H, located in a Group E or I-2occupancyLaundry rooms over 100 square feetGroup I-3 cells equipped with padded surfacesGroup I-2 commercial kitchensWaste and linen collection rooms over 100 square feetStationary storage battery systems having a liquid electrolyte capacity of more than 50gallons, or a lithiumion capacity of 1,000 pounds used for facility standby power,emergency power or uninterrupted power suppliesRooms containing fire pumpsGroup I-2 storage rooms over 100 square feetGroup I-2 commercial kitchensGroup I-2 laundries equal to or less than 100 square feetGroup I-2 rooms or spaces that contain fuel-fired heating equipment

424 425 426 427509.9

(Table 509):

LIFE SAFETY PLAN REQUIREMENTSLife Safety Plan Sheet #: ______________________

Fire and/or smoke rated wall locations (Chapter 7)Assumed and real property line locationsExterior wall opening area with respect to distance to assumed property lines (705.8) Existing structures within 30' of the proposed building Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.1)Occupant loads for each areaExit access travel distance (1016)Common path of travel distances (1014.3 & 1028.8)

Dead end lengths (1018.4)Clear exit widths for each exit doorMaximum calculated occupant load capacity each exit door can accomodate based on egresswidth (1005.1)Actual occupant load for each exit doorA separate schematic plan indicating where fire rated floor/ceiling and/or roof structure isprovided for purposes of occupancy separationLocation of doors with panic hardware (1008.1.10)Location of doors with delayed egress locks and the amount of delay (1008.1.9.7)Location of doors with electromagnetic egress locks (1008.1.9.8)Location of doors equipped with hold-open devicesLocation of emergency escape windows (1029)The square footage of each fire area (902)The square footage of each smoke compartment (407.4)Note any code exceptions or table notes that may have been utilized regarding the items above

ACCESSIBLE PARKING

LOT ORPARKING AREA

TOTAL # OF PARKING SPACES

REQUIRED PROVIDED

# OF ACCESSIBLE SPACES PROVIDED

REGULAR WITH 5'ACCESS AISLE

VAN SPACES WITH8' ACCESS AISLE

TOTAL #ACCESSIBLEPROVIDED

TOTAL

(SECTION 1106)

B C DA E F

Yes No

(TABLE 2902.1)

3 4 5Climate Zone:

Prescriptive (ASHRAE 90.1)Performance (ASHRAE 90.1)

Size category. If oversized, state reason. ________________________

________________________

Prescriptive PerformanceASHRAE 90.1:

506.2.1 More Efficient Mechanical Equipment506.2.2 Reduced Lighting Power Density506.2.3 Energy Recovery Ventilation Systems506.2.4 Higher Efficiency Service Water Heating506.2.5 On-Site Supply of Renewable Energy506.2.6 Automatic Daylighting Control Systems

Open Enclosed Repair Garage

Yes NoSPECIAL INSPECTIONS REQUIRED:

UNION COUNTY SHERIFF'S OFFICE FIRING RANGEMILLS HARRIS ROAD, MARSHVILLE, NC

POLICE FIRING RANGECraig Fox 704-283-3868 [email protected]

-- 27,048 --

-- 27,048 27,048

Clark Nexsen JOHN SHIELDS 12471 540-982-0800 [email protected] Nexsen VINCE CHIRICHELLA 919-828-1876 [email protected] Nexsen MIKE PHILLIPS 704-377-8800 [email protected]

Clark Nexsen WES HORNE 40687 919-828-1876 [email protected] Nexsen JON DOVER 26841 757-455-5800 [email protected] Nexsen MARCUS WHITAKER 041510 704-377-8800 [email protected]

551

----

----

>30 0 -- -- -- ---- -- -- ---- -- -- ---- -- -- --

-- -- -- ---- -- -- ---- -- -- ---- -- -- --

-- - - - -- -- ---- -- -- -- -- -- ---- 1 0 -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- --

- - -- --

-- -- ---- -- -- -- -- -- -- --1 1 1 1 1 2 1 11 1 -- 1 1 -- 1 1

--

25 25 1 1 2

3,000

--

1.01.01.0

20N/A10010

--0.041

24NANA

NA

IIB

-- -- -- -- -- -- --

-- -- -- -- -- -- --

-- -- -- -- -- -- ---- -- -- -- -- -- --

-- 0 0 -- -- -- --

- - - - -- --

--23'-6"

1

IIB

28103

GI101

--

Clark Nexsen CHRIS BORN 22212 757-455-5800 [email protected]

27,048Firing Range-B 23,000 -- -- 40,2501 17,250---- -- -- -------- -- -- ---- ------ -- -- ---- ------ -- -- ---- --

895'895'

130'75

-- --

031441

90B

24k 114.6k

0.364 0.116

198k 263k

23'-6"

------------

--

--

--------

--

--

--------

--

See Schedule on EL501See Schedule on EL501

--

--0.072

14

NA

NANA

6

NA--

NA

NANANA

--

No

3A Charlotte, NC1891

707250

38.8 MBh

6 tons

packaged RTU HP

3.3 COP11.4 EER

>= 65,000 Btu/h and < 135,000 Btu/h

NA

NA

--

-- -- -- -- -- -- --

-

-- --

--

Clark NexsenClark Nexsen 919-828-1876Clark Nexsen 028914

Clark Nexsen 919-828-1876Clark NexsenClark Nexsen

----

----

-- -- -- ---- -- -- ---- -- -- ---- -- -- --

-- -- -- ---- -- -- ---- -- -- ---- -- -- --

-- - - - -- -- ---- -- -- -- -- -- ---- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- ---- -- -- -- -- -- --

- - -- --

-- -- ---- -- -- -- -- -- -- --

-- --

--

3,000

Metal building with R-5 thermal block

-- -- -- -- -- -- --

-- -- -- -- -- -- --

-- -- -- -- -- ---- -- -- -- -- -- --

-- -- -- -- --

--

--

Clark Nexsen

--1---- -- -- -------- -- -- ---- ------ -- -- ---- ------ -- -- ---- --

Union

CLARK NEXSEN

-- --

24k 114.6k

------------

--

--

--------

--

--

--------

--

--

Metal building

NA

Unheated slabNot required

--

-- -- -- -- -- -- --

MAIN LOT

>30 0>30 0>30 0

0000

>30 0>30 0>30 0>30 0

0000

0 0

0 0

--

10 at slab edge

See Schedule on EL501See Schedule on EL501See Schedule on EL501

14,579 vs 19,002

783 vs 1,444

25 25 1 1 2

NA

Not required

1

No. Date Description1 12/30/2015 Revision 01

1

AFF ABOVE FINISHED FLOOR

BOC BOTTOM OF CONCRETE

BOS BOTTOM OF STEEL

BRG BEARING

CFS COLD-FORMED STEEL

AB ANCHOR BOLT

CJ SLAB CONSTRUCTION JOINT

CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

DN DOWN

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

FFE FINISHED FLOOR ELEVATION

FOB FACE OF BRICK

FTG FOOTING

GALV GALVANIZED

HORIZ HORIZONTAL

HS HIGH STRENGTH

JBE JOIST BEARING ELEVATION

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MOW MIDDLE OF WALL

NTS NOT TO SCALE

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER

PLATE

REQD REQUIRED

SF STEPPED FOOTING

SJ SLAB SAWED (CONTRACTION) JOINT

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TS THICKENED SLAB

TYP TYPICAL

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

CL

PL

DIA, ø DIAMETER

POUNDS PER SQUARE FOOT

SIM SIMILAR

PSF

DWG DRAWING

KIP (k) 1000 LBS

POUNDS PER LINEAR FOOTPLF

UON UNLESS OTHERWISE NOTED

DCJ DOWELED CONSTRUCTION JOINT

ARCH ARCHITECTURAL

APPROX APPROXIMATELY

BD BAR DIAMETER

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

STD STANDARD

SD SLAB DEPRESSION

NO. NUMBER

NIC NOT IN CONTRACT

SCHED SCHEDULE

SOG SLAB-ON-GRADE

GA GAGE

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

OC ON CENTER

REINF REINFORCING

SL SLOPE(D)

PEMB PRE-ENGINEERED METAL BUILDING

PCM PRECAST CONCRETE MANUFATURER

SLOPE DIRECTION

CONCRETE

EARTH FILL

CONCRETE MASONRYUNIT (CMU)

POROUS FILL

INDICATES ELEVATIONREFERENCEDTO FINISHED FIRST FLOOR

DECK SPAN

KEYED CONSTRUCTION NOTE

COLUMN REFERENCE LINE(CENTERLINE OF COLUMN)

SPOT ELEVATION

JOIST BRIDGING

SLOPE DIRECTION

WALL TYPE

GROUT

SLAB DEPRESSION

DN

X

#

MOMENT CONNECTION

WELDED WIRE FABRIC

10k W24x55 [+X'-X"] 10k

END REACTIONS

BEAM SIZE

ELEVATION TOFINISH FLOOR

Wn

[X'-X"]

[X'-X"]

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE THE WORK OFOTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES,HANGERS AND ANCHORS.

2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X’-X”] REFERENCED TO THE FINISHED FIRSTFLOOR ELEVATION DATUM. REFER TO THE CIVIL DRAWINGS FOR ACTUAL DATUM ELEVATION.

3. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ARCHITECT AND ENGINEEROF RECORD PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

4. DETAILS ENTITLED OR NOTED AS “TYPICAL” APPLY NOT ONLY WHERE SPECIFICALLY INDICATED ORREFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIRUSE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OFA CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED ORREFERENCED.

5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED STRUCTURE. PROVIDE ALLTEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENTUNTIL ALL STRUCTURAL WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY,ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS ARE THESOLE RESPONSIBILITY OF THE CONTRACTOR.

6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND SEQUENCES AND SUPERVISION OF THE WORK ARE THESOLE RESPONSIBILITY OF THE CONTRACTOR.

7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANYCIRCUMSTANCE.

GENERAL NOTES

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS:

A. 2012 NORTH CAROLINA BUILDING CODE, EFFECTIVE SEPTEMBER 1, 2011

B. ASCE 7-05, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

C. AISC “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” DATED MARCH 9, 2005 (AISC 360-05)

D. AISC “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES” DATED MARCH 18, 2005 (AISC 303-05)

E. ACI 318-08, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

2. DESIGN LOAD CRITERIA:

A. LIVE LOADS (UNIFORM)

ROOFGROUND FLOORSTORAGEMECHANICAL/ELECTRICAL ROOMS

NOTE: LIVE LOAD REDUCTION WAS NOT USED IN THE DESIGN OF THIS STRUCTURE

B. SNOW LOAD:

GROUND SNOW LOAD, PgSNOW EXPOSURE FACTOR, CₑTHERMAL FACTOR, CtSNOW LOAD IMPORTANCE FACTOR, IsFLAT ROOF SNOW LOAD, PfSLOPED ROOF SNOW LOAD, Ps

C. WIND LOADS:

BASIC WIND SPEED, VOCCUPANCY CATEGORYWIND IMPORTANCE FACTOR, IwWIND EXPOSURE CATEGORYGUST EFFECT FACTOR, GINTERNAL PRESSURE COEFFICIENTS, GCpi

DESIGN NOTES

DESIGN WIND PRESSURE FORWALL COMPONENTS (PSF)

DESIGN WIND PRESSURE FORROOF COMPONENTS (PSF)

DESIGN WIND PRESSURE FORPARAPETS (PSF)

WALL ZONE

1

2

3

1 - 20ROOF ZONE

21 - 100 101 +

+10.5

+10.5

+10.5

-19.1

-29.0

-41.3

+10.1

+10.1

+10.5

-18.8

-26.4

-35.0

+10.0

+10.0

+10.0

-17.9

-20.4

-20.4

4

5

COMPONENT TRIBUTARY AREA (FT²)


1 - 20 21 - 100 101 +

+19.1

+19.1

-20.4

-20.4

+18.5

+18.5

-19.7

-22.8

+16.9

+16.9

-18.2

-19.7

WALL ZONE

4

5

STRENGTH

44.9

53.5

DEFLECTION

31.7

37.7

NOTES:1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARD AND

AWAY FROM THE SURFACES, RESPECTIVELY

2. BUILDING ZONES ARE DEFINED IN ASCE 7

1

2

0 - 20OVERHANG ZONE

21 - 100 101 +


-27.8

-27.8

-27.4

-27.4

-26.5

-26.5

NOTES:1. STRENGTH DESIGN BASED ON 50-YEAR MEAN RECURRENCE INTERVAL

2. DEFLECTION (SERVICEABILITY) DESIGN BASED ON 10-YEAR MEANRECURRENCE INTERVAL

3. DEFLECTION CRITERIA FOR COLD FORMED STEEL STUDS IS H/600(SIMPLY SUPPORTED) AND H/300 (CANTILEVERED).

E. SEISMIC LOADS:

OCCUPANCY CATEGORY IISEISMIC IMPORTANCE FACTOR, Iₑ 1.0SPECTRAL RESPONSE ACCELERATION, S 0.364gSPECTRAL RESPONSE ACCELERATION, S 0.116gSPECTRAL RESPONSE COEFFICIENT, S 0.366gSPECTRAL RESPONSE COEFFICIENT, S 0.181gSITE CLASS CSEISMIC DESIGN CATEGORY BANALYSIS PROCEDURE EQUIVALENT LATERAL FORCEBASIC SEISMIC-FORCE-RESISTING SYSTEM SYSTEM 1 (LONG DIRECTION) SYSTEM 2 (SHORT DIRECTION) SYSTEM 3 (ADMINISTRATION PEMB)

"INTERMEDIATE PRECAST "ORDINARY COMPOSITE MOMENT "ORDINARY STEEL MOMENT FRAMES"SHEAR WALLS" FRAMES"

RESPONSE MODIFICATION FACTOR, R 4 3 3.5DESIGN BASE SHEAR, V=C W 0.122W 0.092W 0.105W

DESIGN NOTES (CONTINUED)

1. DESIGN RESPONSIBILITY FOR THE FOLLOWING ENGINEERED SYSTEMS AND COMPONENTS IS DELEGATEDTO A QUALIFIED SPECIALTY STRUCTURAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA ANDSELECTED BY THE CONTRACTOR. THESE SYSTEMS AND COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO:

A. STRUCTURAL STEEL CONNECTIONS, INCLUDING BRACED FRAME CONNECTIONSB. COLD-FORMED STEEL FRAMING AND CONNECTIONSC. PRE-ENGINEERED METAL BUILDINGSD. PRECAST CONCRETE STRUCTURAL MEMBERS

2. DELEGATED ENGINEERED SYSTEMS AND COMPONENTS SHALL SATISFY ASCE 7-05 LOAD COMBINATIONS. SIGNEDAND SEALED CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD.

3. COORDINATE WITH THE CONTRACT DOCUMENTS FOR PROFESSIONAL LICENSURE AND SEALINGREQUIREMENTS, DESIGN CRITERIA, DETAILS OF THE SYSTEM/COMPONENT INTERFACE WITH THE PRIMARYSTRUCTURE, SUBMITTAL REQUIREMENTS, AND CALCULATION REQUIREMENTS.

DELEGATED DESIGN NOTES

1. THE LATERAL LOAD-RESISTING SYSTEM AND STABILITY OF THE COMPLETED STRUCTURE IN THE SHORTAND LONG DIRECTIONS IS PROVIDED BY ORDINARY STEEL MOMENT FRAMES AND INTERMEDIATE PRECASTSHEAR WALLS, RESPECTIVELY. THE STEEL ROOF DECKING SERVES AS THE DIAPHRAGM AND TRANSFERSLATERAL FORCES TO THE MAIN FORCE-RESISTING MEMBERS.

LATERAL LOAD-RESISTING SYSTEM NOTES

D. COMPONENTS AND CLADDING WIND PRESSURES:

20 PSF100 PSF125 PSF125 PSF

10 PSF0.91.11.0

10 PSF10 PSF

90 MPHII

1.0B

0.85±0.55

+10.0

+10.0

+10.0

+10.0

+10.0

+10.0

s

1

Ds

D1

s



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S-001

LEGEND, NOTES,AND

ABBREVIATIONS

34

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

STRUCTURAL LEGEND

SYMBOL DESCRIPTION

No. Date Description

1 12/30/15 Revision 01

1

STRUCTURAL PRECAST CONCRETE NOTES

1. ALL PRECAST CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICANCONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-08) AND THEDESIGN RECOMMENDATIONS OF THE PRECAST CONCRETE INSTITUTE MANUAL, "PCI DESIGN BOOK - PRECAST ANDPRESTRESSED CONCRETE," SIXTH EDITION.

2. THE PRECAST CONCRETE MANUFACTURER (PCM) SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL PRECASTCONCRETE ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS. DESIGN ALL ELEMENTS AND CONNECTIONS TORESIST THE VERTICAL AND HORIZONTAL LIVE, DEAD, WIND, AND SEISMIC LOADINGS INDICATED IN THE DESIGNNOTES ON SHEET S-001.

3. THE PCM SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL LATERAL LOAD RESISTANCE OF THE PRECASTCONCRETE STRUCTURAL SYSTEM. THE LATERAL LOAD RESISTING SYSTEMS FOR THE BUILDING SHALL BE ASFOLLOWS:

A. PRECAST CONCRETE WALL SHALL ACT AS SHEAR WALLS. THESE SHEAR WALLS WILL PROVIDE ALL OF THELATERAL LOAD RESISTANCE FOR THE LONG DIRECTION OF THE BUILDING.

4. PRECAST CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS (f'c):

A. ALL ELEMENTS 5000 PSI

5. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED.

6. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60.

7. PRESTRESSING STRAND SHALL BE UNCOATED, 7-WIRE, LOW-RELAXATION STRAND CONFORMING TOASTM A416/A416M, GRADE 270.

8. GALVANIZE ALL STEEL CONNECTION MATERIAL EXPOSED TO WEATHER OR BELOW GRADE.

9. DESIGN AND PROVIDE ALL EMBEDDED ITEMS SHOWN ON THE CONTRACT DOCUMENTS TO RESIST THE LOADSINDICATED. ALL LOADS INDICATED ARE SERVICE LOADS UNLESS OTHERWISE NOTED.

10. DESIGN ALL PRECAST CONCRETE TO MEET THE FIRE RATING REQUIREMENTS INDICATED IN THE CONTRACTDOCUMENTS.

11. COORDINATE ALL ARCHITECTURAL RECESSES, TEXTURES, OPENINGS, AND SIZES OF PRECAST CONCRETE ELEMENTSWITH THE ARCHITECTURAL DRAWINGS.

12. VERIFY AND COORDINATE THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS WITH THE DRAWINGS OF ALL OTHERDISCIPLINES INCLUDING, BUT NOT LIMITED TO, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL. PROVIDE ALLSLEEVES AND PENETRATIONS THROUGH THE PRECAST CONCRETE.

Y

X

Z

APPLIED FORCE COORDINATE

SYSTEM FOR CONNECTIONS



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GENERAL NOTES

36


1 12/30/15 Revision 01

1

CF

3.5

34'-0"

10 11 12 13 14 15 16 17

SJ, TYP

SJ, TYP

17'-8

"17

'-4"

17'-4

"17

'-8"

SJ, TYP

20'-0"

380'-0"

F12.0x6.0 F8.0x4.5 F8.0x4.5 F8.0x4.5 F8.0x4.5 F8.0x4.5 F8.0x4.5

F12.0x6.0 F8.0x4.5 F8.0x4.5 F8.0x4.5 F8.0x4.5 F8.0x4.5 F8.0x4.5CF3.0 CF3.0 CF3.0

CF3.0

1'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 30'-2"6"

17'-4" 16'-6"

SF

SF

CF3.0

3

18 19 19.5 20

C

D

B

E

14'-0

" T

YP

SJ, TYP

EDGE OF SLAB

EDGE OFSLAB

EDGEOF SLAB

70'-8

"

20'-4

"30

'-0"

20'-4

"

4'-0" 12'-6"

F5.0F3.5F3.0

F6.0 F6.0

F6.0 F6.0

F3.5F5.0

F3.0

1SB301

TYP

2

SB301

2

SB301

2

SB301

1SB301

TYP

4

TYP

5

2

3

SB301

13'-2"

6

( -1'-4" )

TOF

( -2'-8" )

TOF

3

15'-10"

SJ, TYP

1'-4"

4"4"

( -2'-8" )

TOF

SF

SF( -2'-0" )

TOF

5SB301

6SB301

( -2'-0" )

7

7

SB301

16x20PILASTERS

16x20PILASTERS

2

TOF

MA

TC

H L

INE

SE

E S

B10

1



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FOUNDATIONPLAN AREA B

39

1/8" = 1'-0"FOUNDATION PLAN AREA B

A B

1/8" = 1' - 0"0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY NOTES

KEY PLAN

1. ALL ELEVATIONS REFERENCED FROM FINISHED FIRST FLOOR ELEVATION,542.75' = [0'-0"].

2. TOP OF FOOTING ELEVATION SHALL BE [-1'-4"], UNLESS OTHERWISE NOTED.

3. SPREAD AND CONTINUOUS FOOTINGS ARE NOTED ON PLAN AS Fx AND CFx,RESPECTIVELY. SEE FOOTING SCHEDULE ON SHEET SB501 FOR SIZE ANDREINFORCING.

4. CENTER SPREAD FOOTINGS UNDER COLUMNS. CENTER CONTINUOUS FOOTINGSUNDER WALLS, UNLESS OTHERWISE NOTED.

5. FOR TYPICAL FOUNDATION DETAILS, SEE SHEET SB501.

6. FOR ALL UTILITIES PASSING UNDER FOOTINGS WITH A CLEAR DISTANCE FROMBOTTOM OF FOOTING TO TOP OF UTILITY OF LESS THAN 1'-2". STEP FOOTING SOUTILITIES PASS OVER THE TOP OF FOOTING AS PER TYPICAL DETAIL ON SB501.

7. COORDINATE ALL FOOTING LOCATIONS WITH CIVIL, PLUMBING, AND ELECTRICALDRAWINGS.

8. SLAB-ON-GRADE SHALL BE 6" THICK REINFORCED WITH 6x6-W2.9xW2.9 WWF PLACED1 1/2" BELOW TOP OF SLAB. PLACE SLAB ON CONTINUOUS BARRIER SYSTEM ASSHOWN IN TYPICAL DETAILS ON SHEET SB501, OVER 4" POROUS FILL.

9. ALL EXTERIOR WALLS ARE 8" SOLID PRECAST CONCRETE PANELS UNLESSOTHERWISE NOTED.

FOUNDATION PLAN NOTES

10. PILASTERS SHOWN AT COLUMN LINES ARE 16"x36" PRECAST CONCRETE, INTEGRALWITH THE 8" SOLID PRECAST WALL PANELS, UNLESS OTHERWISE NOTED.

11. FOUNDATIONS FOR PEMB ARE DESIGNED BASED ON PRELIMINARY COLUMN BASEREACTIONS. SUBMIT FINAL COLUMN BASE REACTIONS TO ENGINEER OF RECORDFOR RECONCILIATION OF FOUNDATION DESIGN WITH FINAL PEMB DESIGN.

12. STEPPED FOOTINGS (SF) ARE SHOWN AT APPROXIMATE LOCATIONS OF PRECASTCONCRETE WALL PANEL ENDS. LENGTH OF STEP IS WIDTH OF ENTIRE PRECASTPANEL. COORDINATE LOCATION OF STEPS WITH PCM.

1 COORDINATE LOCATION AND EXTENT OF SLAB DEPRESSION FORBULLET TRAP SYSTEM WITH ACTUAL EQUIPMENT INSTALLED. SEESHEET AE101 FOR ADDITIONAL INFORMATION

2 SLAB DEPRESSION, SEE TYPICAL DETAIL ON SHEET SB502. COORDINATEEXTENTS AND LOCATION WITH ARCHITECTURAL DRAWINGS

3 CHANNEL DRAIN, SEE DETAIL ON SB301

4 PRE-ENGINEERED METAL BUILDING COLUMN

5 HAIRPIN REINFORCING IN SLAB. SEE TYPICAL DETAIL ON SHEET SB502

6 SEE "TYPICAL SLAB AT EXTERIOR OPENING" DETAIL ON SHEET SB501

7 8" CMU WALL PARTITION. ANCHOR TO SLAB PER "TYPICAL CMU WALLANCHORAGE" DETAIL ON SB501


1 12/30/15 Revision 01

X

11

1

1

1

1

1'-4"

1'-4

"

3'-4" NTS

[SEE PLAN]

TOC

1

2(2) #5 CONT

(1) #6 CONT

PEMB EXTERIORPANELING BEYOND #4 AT 12" OC

3/4"

CLR CONCRETE SLAB ON GRADE

COL

TT

/2

CONCRETE FOOTING

PEMB COLUMN

HAIRPIN REINFORCING BAR

CONCRETE SLAB-ON-GRADE

BASE PLATE PER PEMB MFR.COORDINATE LOCATION,

DIAMETER, AND NUMBER OFANCHOR HOLES WITH

ENGINEER OF RECORD

[SEE PLAN]

TOC

[SEE PLAN]

TOF

DOWELS WITH 90°STANDARD HOOK

1

2

4SB301

2'-0

"

2'-0"

GRID

TURNED DOWNSLAB EDGE

(10) #7 DOWELS WITH 90° STDHOOKS INTO FOOTING

24"x24"CONCRETE PIER

#3 CLOSED TIESAT 4" OC, TYP

18 19

6"

CONCRETE FOOTING

PEMB COLUMN

HAIRPIN REINFORCING BAR


[SEE PLAN]

TOC

[SEE PLAN]

TOF

DOWELS WITH 90°STANDARD HOOK

1

2

CONCRETE SLAB ON GRADE

PRECAST CONCRETE WALL

4

SB301SIM

NOTE:SEE SECTION 2 THISSHEET FOR ITEMSNOT SPECIFIED.

EQ EQ

2" RIGID INSULATION

18 19

CONCRETE FOOTING


[SEE PLAN]

TOC

[SEE PLAN]

TOF


PRECAST CONCRETE WALL

3'-0" NTS

1

2

#4 AT 12" OC

2" RIGID INSULATION

SEE PLAN

1'-0"

1'-0" 6"

SLOPE

#4 CONT, TYP

[SEE PLAN]

TOF

CONCRETEFOOTING

PRECAST CONCRETEWALL PANEL, SEE PLAN

[SEE PLAN]

TOC

DOWELEDCONSTRUCTION JOINT.

SEE TYPICAL DCJ DETAILON SHEET SB501

SLOPED CHANNEL DRAIN.SEE PLUMBING DWG

SHEET PF001 AND PF002

MIN6"

VA

RIE

S

1'-6"

2'-4"

[SEE PLAN]

TOC

2

1

SLAB ON GRADE

SLOPED CHANNELDRAIN. SEE PLUMBING

DWG SHEET PF002DOWELEDCONSTRUCTION JOINT.SEE TYPICAL DCJDETAIL ON SHEET SB501

#4 CONT, TYP

MIN6"

VA

RIE

S

#3 BARS AT 12" OC



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FOUNDATIONSECTIONS

40

3/4" = 1'-0"1

SECTION 3/4" = 1'-0"

2SECTION

1 1/2" = 1'-0"4

SECTION

3/4" = 1'-0"3

SECTION

3/4" = 1' - 0"0 1' 5'6" 2' 3' 4'

GRAPHIC SCALE(S)

1 1/2" = 1' - 0"0 6" 1' 2'3" 9"

3/4" = 1'-0"5

SECTION 3/4" = 1'-0"

6SECTION

1" = 1'-0"7

SECTION


1 12/30/15 Revision 01

1

1

'A' AND'C' BARSCONT

'B' AND'D' BARS

L

(

CO

NT

)

PLAN AT WALL

WALL

'A' AND'C' BARS

'B' AND'D' BARS

PLAN AT COLUMN

COLUMN,WALL SIMILAR

W

L

SECTION

'B' BARS'A' BARS

'D' BARS'C' BARS

W

T

W

BOTTOM REINFORCINGCONTINUOUSTHROUGH JOINT

TIE BAR EACH SIDE OFCONSTRUCTION JOINT

2" C

LR T

OP

(3) #5x4'-0" TOPCENTERED ON JOINT

SE

E P

L AN

T

PREVIOUS POUR NEW POUR

T/3

T/3

T/3

4" 4" PLAN ATINTERSECTION

PLAN ATCORNER

NOTES:

1. WHERE THREE OR MORE BARS OCCUR,CENTER BAR(S) SHALL BE TREATED AS ANINNER FACE BAR.

2. 'B' AND 'D' BARS NOT SHOWN FORCLARITY.

SEE FOOTINGSCHEDULE ON THISSHEET FORREINFORCING (TYP)

1'-6"1'-6"

TYP

1'-6"0" TYP

0" T

YP

1'-6

"

8" STEP

16" MIN FOR

16" STEP

32" MIN FOR

TYP3" CLR

MIN

1'-0"

16"

MA

X

8" M

IN

24"

MA

X

8" M

IN

CONTINUOUS WALL FOOTINGREINFORCING, SEESCHEDULE, THIS SHEET

2

1

'Z' BARS SAME SIZE ANDNUMBER AS CONTINUOUSFOOTING REINFORCING,BEND AS SHOWN

'A' BARS

'B' BARS

CONTINUOUS WALLFOOTING REINFORCING

2

1

24" STEP

48" MIN FOR

CONCRETESLAB-ON-GRADE

VAPOR RETARDER

POROUS FILL

T

3/4" DIA x16" LONG SMOOTHDOWEL AT 12" OC, COATEDTO PREVENT BOND

WELDED WIREFABRIC (TYP)

APPLY LIQUID CURING COMPOUNDALONG ENTIRE FACE OF PREVIOUSPOUR TO PREVENT BOND

NOTES:

1. POSITION DOWELS PERPENDICULARTO JOINT AND PARALLEL TO TOP OFSLAB.

2. SUPPORT DOWELS INDEPENDENTLYOF REINFORCING.

[SEE PLAN]

TOC

SEE PLAN

3" CLR ENDOF WWF

PREVIOUS POUR NEW POUR

1 1

/2"

UO

N

T/2

T/2

1'-4"

2" CLR

3'-0

"

45°

SEE ARCH DWGS

WALL OPENING

PLAN

#4 AT 12" OC TOPWITH STD 180° HOOK

12" LAP MIN


(1) #4 AT RE-ENTRANTCORNER, MIDDLE OFSLAB, EACH SIDE

(1) #4 CONT

EDGEOF SLAB

WALL (TYP)

PAVING, SEECIVIL DWGS


#4 AT 12" OC

#4 AT 24" OCWITH STD 90° HOOK

SECTION

FOOTING, SEE SCHEDULEON SHEET SB101 FORSIZE AND REINFORCING

0"

[SEE PLAN]

TOC

(1) #5 CONT

1'-0"

3/4" CLR

(2) #5 CONT

PRECAST CONCRETE WALL PANEL BEYOND

FACE OF WALL PANELAND TURN-DOWN

1

1

CL FOOTING AND WALL

SL 1/4:12

3/4

"

3'-0" NTS

[SEE PLAN]

TOF

3/4" DIA x 16" LONGDOWEL PER DCJ

DETAIL THIS SHEET

PAVING ORFINISHED GRADE,SEE CIVIL DWGS


1/2" PJF

FOOTING, SEE SCHEDULEFOR SIZE AND REINFORCING

[SEE PLAN]

TOF

[SEE PLAN]

TOC

NON-SHRINK GROUTAS REQUIRED

PRECAST CONCRETEWALL PANEL, SEE PLAN

CL WALL PANELAND FOOTING

DETAIL 'A'

NOTES:1. PAINT STEEL BELOW GRADE

WITH TWO (2) COATS OF COALTAR EPOXY.

2. DETAIL SIMILAR AT INTERIORWALL.

COL

3" CLR,TYP

EMBED PL- 5/8x10x1'-4" WITH(4) 3/4" DIA x8" LONG SHEARSTUDS WELDED TO UNDERSIDEOF PLATE. COORDINATELOCATION WITH PRECASTPANEL SHEAR CONNECTIONS.

L4x4x1/2 x0'-8". COORDINATELOCATION WITH PRECASTPANEL SHEAR CONNECTIONS.

PANEL SHEARCONNECTIONBY PCM

DETAIL 'A'

(1) #5 x3'-0" BAR SHALLBE PLACED IN THE SLABWHERE CONTROL JOINTINTERSECTIONS DONOT OCCUR AT SLABRE-ENTRANT CORNERS

PLAN

2"

11

72"

MIN

BA

R L

AP

EM

BE

D

8"

#5 BAR IN WALL ENDGROUTED CELL

THICKENEDCONCRETE SLAB EDGE

CMU WALL, SEE B1 ANDB2/AE503

#5 DOWELS. DRILL AND EPOXYINTO CONCRETE BASE SLABWITH POWERS FASTENERS'

PE1000+ ADHESIVE SYSTEM ORAPPROVED EQUAL

#4 AT 12" OC, EACH WAY


FACE OF EQUIPMENT

EQUIPMENT PAD. SEEELECTRICAL AND MECHANICALDWGS FOR SPECIFICS

3/4" CHAMFER (TYP)

[SEE PLAN]

TOC

2" C

LR

6"

1/2" PJF (TYP)



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BSW

SB501

TYPICALFOUNDATION/SLAB

DETAILS

41NOT TO SCALE

TYPICAL FOOTING REINFORCING DIAGRAM AND SCHEDULESNOT TO SCALE

TYPICAL CONCRETEFOOTING CONSTRUCTION JOINT

NOT TO SCALE

TYPICAL CONTINUOUSFOOTING REINFORCING

FOOTING SCHEDULE - COLUMN

MARK

DIMENSIONS REINFORCING

W L T 'A' BARS 'B' BARS 'C' BARS 'D' BARS

F3.0 3'-0" 3'-0" 1'-4" 4-#6 4-#6 3-#6 3-#6

F3.5 3'-6" 3'-6" 1'-4" 5-#6 5-#6 4-#6 4-#6

F5.0 5'-0" 5'-0" 2'-0" 7-#7 7-#7 5-#6 5-#6

F6.0 6'-0" 6'-0" 2'-0" 8-#7 8-#7 6-#6 6-#6

F8.0x4.5 4'-6" 8'-0" 1'-6" 5-#7 8-#7 4-#6 6-#6

F12.0x6.0 6'-0" 12'-0" 1'-6" 6-#7 12-#7 5-#6 9-#6

NOT TO SCALE

TYPICAL STEPPED FOOTING

NOT TO SCALE

TYPICAL DOWELEDCONSTRUCTION JOINT (DCJ)

NOT TO SCALE

TYPICAL SLAB AT EXTERIOR OPENING

FOOTING SCHEDULE - WALL

MARK

DIMENSIONS REINFORCING

W T 'A' BARS 'B' BARS 'C' BARS 'D' BARS

CF3.0 3'-0" 1'-4" 4-#6 #6 AT 9" OC - -

CF3.5 3'-6" 1'-4" 5-#6 #6 AT 9" OC 4-#5 -

NOT TO SCALE

TYPICAL FOUNDATION DETAIL AT EXTERIOR PRECAST WALL

NOT TO SCALE

TYPICAL SLAB RE-ENTRANTCORNER REINFORCEMENT

NOT TO SCALE

TYPICAL CMU WALL ANCHORAGE

NOT TO SCALE

TYPICAL INTERIOR CONCRETESLAB-ON-GRADE EQUIPMENT PAD


1 12/30/15 Revision 01

1

10 11 12 13 14 15 16 17

SLOPE DN SLOPE DN SLOPE DN SLOPE DN SLOPE DN SLOPE DN

F

A

SLOPE DN

1/4":1'-0"

SLOPE DN

1/4":1'-0"

5SF201

20'-0"

380'-2"

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

TR

US

S [+

22'-0

"]

W14

X26

AT

5'-0

" O

C

71'-4

"

18 19 19.5 20

C

D

B

E

12 S

PA

AT

5'-0

" O

C =

60'

-0"

W12X19

(TYP, UON)

TOS [+15'-0"]

TOS [+22'-0"]

12 S

PA

AT

5'-0

" O

C =

60'

-0"

W12X19

(TYP, UON)

TOS [+15'-0"]

TOS [+22'-0"]

1

SF301

1

SF301

2SF301

2SF301

2

SF301

2

SF301

2

SF301

2

SF3013

SF301

3

SF301

1SF301

MA

TC

H L

INE

SE

E S

F10

1

3

3

1

2

3

3

INTERMEDIATE PEMBROOF MEMBERS NOT

SHOWN, TYP

1'-6"20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 30'-2" 17'-10"

20'-8

"30

'-0"

20'-8

"

TYPTYP

4

SF301TYP ATBEAM

BUILDING JOINT7

SF301

7

SF301

8SF301

TYP

AT SLOPED BEAMHIGH, TYP






AT STEEL BAFFLESLOWER, TYP

AT STEEL BAFFLESLOWER, TYP

[ 21'-4 5/8" ].

TOS TYP

4'-5

"4'

-5"

4'-5

"4'

-5"

, SLOPED , SLOPED

9

SF301TYP AT JOINT

1000 LBS

10

SF301HSS8X8X3/8 [+21'-11"]

HSS8X8X3/8 [+21'-11"]

HSS8X8X3/8 [+21'-11"]

2"

0"

17'-3

"17

'-3"



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SF102

ROOF FRAMINGPLAN AREA B

44

1/8" = 1'-0"ROOF FRAMING PLAN AREA B

1/8" = 1' - 0"0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY NOTES

KEY PLAN

FRAMING PLAN NOTES

A B

1 ROOF HATCH. COORDINATE SIZE AND LOCATION WITHARCHITECTURAL DRAWINGS

2 MECHANICAL EQUIPMENT. COORDINATE SIZE, LOCATION ANDREQUIRED ROOF PENETRATIONS WITH ARCHITECTURAL ANDMECHANICAL DRAWINGS. WEIGHTS SHOWN ARE BASED ON GENERALMODELS. IF WEIGHT OF FINAL EQUIPMENT SELECTED EXCEEDSWEIGHT SHOWN ON DRAWINGS BY MORE THAN 5%, INFORMENGINEER OF RECORD

3 PRE-ENGINEERED METAL BUILDING FRAME BY MANUFACTURER

1. ALL ELEVATIONS REFERENCED FROM FINISHED FLOOR ELEVATION [0'-0"].

2. ROOF CONSTRUCTION SHALL BE 1 1/2" DEEP STEEL ROOF DECK PER 'STEEL DECKNOTES' ON SHEET S-002, UNLESS OTHERWISE NOTED.

3. SEE SHEET SF201 FOR ELEVATION AND DETAILS OF STEEL TRUSS FRAMING.

4. TOP OF PRECAST WALL PANEL = [+23'-4"], UNLESS OTHERWISE NOTED.

5. STEEL ROOF DECK DIAPHRAGM PROVIDES THE PERMANENT LATERAL BRACING FORTHE TRUSS TOP AND BOTTOM CHORDS. THE CONTRACTOR SHALL PROVIDETEMPORARY LATERAL BRACING FOR THE TRUSSES UNTIL ALL DIAPHRAGMCONSTRUCTION IS COMPLETE, INCLUDING DIAPHRAGM CONNECTIONS TO THEPRECAST CONCRETE WALLS.

6. ALL EXTERIOR WALLS ARE 8" SOLID PRECAST CONCRETE PANELS UNLESSOTHERWISE NOTED.

7. PILASTERS SHOWN AT COLUMN LINES ARE 16"x36" PRECAST CONCRETE, INTEGRALWITH THE 8" SOLID PRECAST WALL PANELS, UNLESS OTHERWISE NOTED.

8. ALL STRUCTURAL STEEL SHALL BE COATED WITH HIGH PERFORMANCE PRIMER ANDPAINT PER "HIGH PERFORMANCE COATINGS" AND "STRUCTURAL STEEL FRAMING"SPECIFICATIONS. APPLY PRIMER PRIOR TO INSTALLATION OF STEEL ROOF DECK.


1 12/30/15 Revision 01

X

1

1

1

CL TRUSS

[SEE PLAN]

TOS

STEEL TRUSS TOPCHORD MEMBER

STEEL TRUSSWEB MEMBER

STEEL BEAM, SEE PLAN

STEEL ROOFDECK

ROOFING,SEE ARCH

HIGH

LOW


PL 3/8x3x0'-3" BENT, CONT

[SEE SF201]

BOS

NOTE:SEE SHEET SF201 FOR TRUSSDETAILS AND MEMBER SIZES.

STEEL TRUSS BOTTOMCHORD MEMBER


STEEL ROOF DECK

ROOFING, SEE ARCH

3/16

SLIP-CRITCAL CONNECTION

3/16 2-123/16 2-12

L3x2x1/4 (LLV) CONT

3/16 3-24

PL1/4x4x0'-4" BENT, CONT

1/4

L2x2x3/8 x 0'-8" @ 8'-0" OC

A

PRECASTCONCRETE WALL

EMBEDDED PLATE,CONT, WITH 3/4"ØTHREADED STUDSWELD TO FACE AT18" OC

SLOPED STEELBEAM, SEE

PLAN 7"

3/16 4-18

STEEL ROOF DECK

CL BEAM

L7x4x3/8 (LLH) CONTWITH VERT SLOTTED

HOLES AT 18" OC

NOTE:LOADS PER DIAGRAM IN #9 OF"STRUCTURAL PRECAST CONCRETENOTES" ON SHEET S-003 ARE AS FOLLOWS:

x = 0.4 k/fty = 0.48 k/ftz = 0.60 k/ft F

1/4" RANDOMORIENTED FIBER PAD

PRECASTCONCRETE WALL

EMBEDDEDPLATE AT 24" OC

F

[SEE PLAN]

TOC

[VARIES]

TOS

ROOFING, SEE ARCH

STEEL ROOF DECK 3/16 4-243/16 4-24


L4x4x3/8 CONT

A


x = 0.54 k/fty = 0.3 k/ftz = 1.1 k/ft

[SEE PLAN]

TOC

[SEE PLAN]

TOS BEAM END

PRECAST CONCRETEPANEL, SEE PLAN

STEEL ROOF DECK

ROOFING, SEE ARCH1/4 41/4 4

STEEL BEAM,SEE PLAN

BEARING PL1/2x6x0'-7" ON1" NON-SHRINK GROUTWITH (2) 5/8"Ø x 6" LONGHEADED STUDSEMBEDDED IN PRECASTCORBEL

PRECASTCONCRETE CORBEL,CONT


x = 0.50 lb/fty = 1.15 k/ftz = 0.50 k/ft

[SEE PLAN]

TOS

PRECAST CONCRETEPANEL, SEE PLAN

PRECAST CONCRETECORBEL, CONT

EMBEDDED PLATEAT 24" OC

L4x4x3/8, CONT

3/16 4-243/16 4-24

ROOFING, SEE ARCH

STEEL ROOF DECK

STEEL BEAM BEYOND

NOTE:LOADS PER DIAGRAM IN #9 OF"STRUCTURAL PRECAST CONCRETENOTES" ON SHEET S-003 ARE ASFOLLOWS:

x = 0.15 k/fty = 0.20 k/ftz = 0.30 k/ft

2

CL TRUSS

STEEL BEAM,SEE PLAN


[SEE PLAN]

TOS


STEEL ROOFDECK

ROOFING,SEE ARCH

10" SOLID PRECASTWALL PANEL

EMBEDDED PL BY PCMAT 6'-0" OCY = 1k,Z = 3k

PROVIDE (2) 1/2" ØBOLTS PER 4' BAFFLE

PANEL (MIN)

BAFFLE SYSTEM

L3x3x5/16 (CONT) FORSUPPORT OF BAFFLESYSTEM, COORD WITHBAFFLE SYSTEM MFR

NOTE:SEE SHEET AE301 FORARCHITECTURAL DETAILS

A

3/16 1

NOTE:1. ENSURE THAT THE BAFFLE HANGERS

ARE PLUMB WITHIN A MAXIMUMTOLERANCE OF 1/2" HORIZONTAL PER1'-0" VERTICAL.

2. COORDINATE LOCATIONS OF STEELBRACKET SUPPORTS WITH BAFFLESYSTEM MFR.

BAFFLE SYSTEM

WIRE ROPE. 1750 LBCAPACITY (MIN)

WIRE ROPE ENDFITTING. 3500 LBCAPACITY (MIN)

[+13'-1"]

BOTTOM OF BAFFLESYSTEM

MAXIMUM SPACING BETWEEN WIRE ROPE = 10'-0"

STEEL BRACKET SUPPORTFOR UPPER CABLE, EACHSLOPED BEAM, BY BAFFLESYSTEM MFR

SLOPED STEEL BEAM,SEE PLAN

10 11

SEE PLAN

8"3/16 3-12

TYP

[SEE PLAN]

TOS TRUSS


3/16 3-12

PL3/8x8x CONT

ROOFING,SEE ARCH

STEELBEAM, SEE

PLAN

STEELTRUSS WEB

MEMBER


[SEE PLAN]

TOS HSS

17

CL TRUSS

STEEL BEAM,SEE PLAN


[SEE PLAN]

TOS

STEEL BEAM,SEE PLAN


STEEL ROOFDECK

ROOFING,SEE ARCH



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SF301

FRAMINGSECTIONS

46 3/4" = 1'-0"1

SECTION 1" = 1'-0"

2SECTION

1" = 1'-0"3

SECTION

1" = 1'-0"4

SECTION

1" = 1'-0"6

SECTION

1" = 1'-0"5

SECTION

3/4" = 1' - 0"0 1' 5'6" 2' 3' 4'

GRAPHIC SCALE(S)

1" = 1' - 0"0 6" 1' 3'2'

1 1/2" = 1'-0"7

SECTION

3/4" = 1'-0"8

SECTION

1" = 1'-0"9

SECTION 1" = 1'-0"

10SECTION


1 12/30/15 Revision 01

1. ALL STRUCTURAL STEEL SHALL BE COATED WITHHIGH PERFORMANCE PRIMER AND PAINT PER"HIGH PERFORMANCE COATINGS" AND"STRUCTURAL STEEL FRAMING" SPECIFICATIONS.APPLY PRIMER PRIOR TO INSTALLATION OF STEELROOF DECK.

GENERAL NOTES

1

1

1

SIDE LAP FASTENERS,SEE SHEET S-002

PUDDLE WELD, TYP

WIDTH OF SHEET

VARIES

STEEL ROOF DECK,SEE PLAN

PUDDLE WELDSAROUND PERIMETEROF BUILDING, SEESHEET S-002 FORSIZE AND SPACING

NOTE:SEE SHEET S-002 FOR STEELDECK SIZE, GAGE, WELD SIZE,WELD PATTERN, AND SIDE LAPCONNECTIONS

CENTER LINEOF SUPPORT

CENTER LINEOF SUPPORT

BEAM, TYP

OPENING

L4x4x1/4 FRAMEAROUND OPENINGS, TYP

SEE FRAMING PLAN

SPACING

PLAN SECTION A-A

STEEL ROOFDECK, SEE PLAN

OPENING

L5x5x5/16x0'-5" LONGEACH END OF L4x4, TYP

AA

3/163/16

TYP

NOTE:SEE SHEET S-002 FOR STEEL DECKSIZE, GAGE, WELD SIZE, WELDPATTERN, AND SIDE LAP CONNECTIONS

SIDE LAP FASTENERS,SEE SHEET S-002

STEEL ROOFDECK, SEE PLAN

1 1

/2"

36/3 PATTERN

36/4 PATTERN

36/5 PATTERN

36/7 PATTERN

36" COVER WIDTH

AISC STANDARDSHEAR CONNECTION

GIRDER, SEE PLAN

[SEE PLAN]

TOS

BEAM, SEE PLAN

SIMILAR ATHSS BEAM

PARTIAL ROOF PLAN DECK PARALLEL TO MECHANICAL UNIT

1"

STEEL ROOFDECK

DECKSUPPORTANGLE

CL BEAM

MECH UNIT, SEEMECH DWGS

BEAM SUPPORTFOR MECH UNIT,SEE PLAN FOR SIZE

OUTSIDE EDGEOF CURB

STEEL ROOFDECK

CL BEAM

MECH UNIT, SEEMECH DWGS

BEAM SUPPORTFOR MECH UNIT,SEE PLAN FOR SIZE

NOTES:

1. WELD STEEL ROOF DECK TO DECKSUPPORT ANGLE AT 6" OC.

2. IF REQUIRED SPAN OF DECK SUPPORTANGLE EXCEEDS 10' - 0", CONTACTSTRUCTURAL ENGINEER OF RECORD.

OUTSIDE EDGEOF CURB

DECK SUPPORT ANGLE SIZE

0'-0" TO 6'-0" 6'-1" TO 10'-0"

BEAMS FOR MECH UNITCURB SUPPORT, SEEROOF PLAN FOR SIZE

ANGLE NOT REQUIREDIF 1' - 6" OR LESS

DECK SUPPORTANGLES, SEETABLE FOR SIZE

MECH ROOFTOP UNIT

MAIN ROOF BEAMS ORJOISTS, SEE PLAN FORSIZE AND SPACING

5"

BEAMS FOR MECH UNITCURB SUPPORT, SEEROOF PLAN FOR SIZE

TY

P

SE

E P

LAN

DECK SUPPORTANGLES, SEETABLE FOR SIZE

DECK PERPENDICULAR TO MECHANICAL UNIT

L3x3x1/4 L4x4x1/4

(2) 3/8Ø x 3 1/4" HEADEDSTUDS AT 12" OC

PRECAST CONCRETEINSULATED WALL PANEL

MC8x8.5 HOT DIPGALVANIZED

8"

NOTE:SEE SHEET AE601 FORHEADER CONDITION.



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TYPICALFRAMINGDETAILS

47

NOT TO SCALE

TYPICAL ROOF DECK ATTACHMENTNOT TO SCALE

TYPICAL DECK SUPPORT AT ROOF OPENINGSNOT TO SCALE

STEEL ROOF DECKFASTENING REQUIREMENTS

NOT TO SCALE

TYPICAL BEAM-TO-GIRDERCONNECTION

NOT TO SCALE

TYPICAL ROOF MECHANICAL UNIT SUPPORT


1 12/30/15 Revision 01

NOT TO SCALE

TYPICAL OVERHEADDOOR JAMB

1. ALL STRUCTURAL STEEL SHALL BE COATED WITHHIGH PERFORMANCE PRIMER AND PAINT PER"HIGH PERFORMANCE COATINGS" AND"STRUCTURAL STEEL FRAMING" SPECIFICATIONS.APPLY PRIMER PRIOR TO INSTALLATION OF STEELROOF DECK.

GENERAL NOTES

1

AE202C1

AE201A1

AE202B1

A2AE301

A2AE301

114C

C1AE301

C1AE301

380'-2"2 3 4 5 6 7 8 9

A

F

34' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

MATC

HLIN

EAE

102

14-LANERANGE

114

3

4

6

12

71' -

4"

109

LANE MARKINGS FORREFERENCE ONLY, NIC

12

34

56

78

910

1112

1314

114D

12

34

56

78

910

1112

1314

1

15

1

12

1314

12

34

56

78

910

1112

1314

12

34

56

78

910

1112

1314

12

34

56

78

910

1112

1314

12

34

56

78

910

1112

1314

10 10 10 10

3

3

TYP

12' - 0" 24' - 0" 30' - 0" 75' - 0"4' - 6"75'-0" TO 75YARD LINE

D2AE501

18

4' - 6"

17

26' - 0"15

22 TYP

TYP

19

SEE C5/AE501 FORBULLET RESISTANTDOOR DETAILS

145' - 8"

2' - 0"



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AE101

FLOOR PLANAREA A

491/8" = 1' - 0"

0 5' 10' 15' 30'

A B

KEY PLAN

11 RECESSED HVAC/LIGHTING CONTROL PANEL, SEE DETAILB1/AE503

12 CONCRETE EQUIPMENT PAD, SEE SHEET CI10213 DUST COLLECTION UNIT14 SCREW CONVEYOR SYSTEM, SEE DETAIL C3/AE501 FOR

PRECAST WALL PENETRATION15 MECHANICAL EQUIPMENT17 TARGET LINE, 0 YARD LINE18 CONCRETE SIDEWALK, SEE SHEET CI10219 HEAVY DUTY CONCRETE PAVING, SEE SHEET CI10220 CHANNEL DRAIN, SEE DETAIL 7/SB30121 MB DOWNSPOUT22 PRECAST CONCRETE PILASTER

1 PRECAST CONCRETE WALL PANEL2 METAL BUILDING SYSTEM3 METAL DOWNSPOUT4 BULLET TRAP5 BOLLARD, SEE SHEET CI5016 CHANNEL DRAIN, SEE DETAIL 6/SB3017 EXPANSION JOINT, SEE DETAIL A3/AE5038 WATER HEATER9 4" WIDE X 12" LONG YELLOW PAINTED FIRING LINE WITH 8"

TALL YELLOW PAINTED LANE NUMBERS, CENTERED IN LANEAT 1.5 YARD LINE

10 4" WIDE YELLOW PAINTED FIRING LINE WITH 8" TALLYELLOW PAINTED LANE NUMBERS

1/8" = 1'-0"FLOOR PLAN AREA A

PLAN NOTES#GENERAL NOTES1. DOOR OPENINGS SHOWN IN PRECAST CONCRETE WALLS ARE OF

NOMINAL DIMENSIONS. MANUFACTURE WALL PANELS WITH OPENINGSSIZED TO ALLOW INSTALLATION OF DOOR AND FRAME.

2. SEE ELECTRICAL DRAWINGS FOR NOTES REGARDING ACCEPTABLELOCATIONS FOR SURFACE MOUNTED ELECTRICAL REACEWAYS ANDCONDUIT.

3. PROVIDE SEAL AT ALL PENETRATIONS OF EXTERIOR WALLS.SEE SHEETS GI003-GI004 FOR UL DETAILS FOR PENETRATIONSOF FIRE RATED WALLS.


1

1

AE201C1

ARMORY110

LAUNDRY112

ELECTRICAL115

WOMEN111

MEN109

CORRIDOR102

WEAPONCLEANING

108

RANGESTORAGE

106

OFFICESTORAGE

105A

DATA107

COPYROOM

105

DIRECTOR'SOFFICE

103

VESTIBULE101

AGENCYOFFICE

104

14-LANERANGE

114

1

103104

105

106

105A

108

108A

110

109

111

112

115114B

114

114A

AE401A4

A1AE301

A1AE301

B1AE301

B1AE301

DW

380'-2"10 11 12 13 14 15 16 17

A

F

1' - 6" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

MATC

HLIN

EAE

101

AE202A1

23

45

67

89

1011

1213

14

FEC

FEC

10

11

8

7

7

621

30' - 2"

15

3

107

3' - 4

"10

' - 4"

4' - 0

"

MB STRUCTURE LINE

MB STRUCTURE LINE

PLUMBING113

113

15

12

34

56

78

910

1112

1314

10

D

C

18

18

B

E

20

20

33' - 10"

70' -

8"

12

19

19

6"

2

112

101A

1' - 10"

3' - 4" 3' - 4"

75' - 0"

18

18

19

18

18

12' - 0" 4' - 8" 6' - 6" 3' - 4" 7' - 4"

B1AE201

20

75'-0" TO 50 YARD LINE

FEB

FEB

18' - 4"

10' - 0" 8" 3' - 4"

MB STRUCTURE LINE

MB STRUCTURE LINE

3 TYP

TYP

20' -

4"30

' - 0"

20' -

4"

21

LANE MARKINGS FOR REFERENCE ONLY, NIC

4' - 0

"3'

- 4"

18' -

4"6'

- 4"

21' -

8"

21

21

5

4' - 8" 13' - 4"

1' - 8

"

ENTRANCE FLOORGRILLE

CONCRETE SLAB

SEE SHEET SB502 FOR SLABDEPRESSION DETAILS.COORDINATE DEPTH OF SLABDEPRESSION WITH FLOORGRILLE DEPTH

GROUT

2"ALIGN FRAME OF GRILLEWITH VCT

SEE A4/AE401 FORGRILLE DIMENSIONS

VCT



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AE102

FLOOR PLANAREA B

50

1/8" = 1'-0"FLOOR PLAN AREA B

1/8" = 1' - 0"0 5' 10' 15' 30'

A BKEY PLAN

11 RECESSED HVAC/LIGHTING CONTROL PANEL, SEE DETAILB1/AE503

12 CONCRETE EQUIPMENT PAD, SEE SHEET CI10213 DUST COLLECTION UNIT14 SCREW CONVEYOR SYSTEM, SEE DETAIL C3/AE501 FOR

PRECAST WALL PENETRATION15 MECHANICAL EQUIPMENT17 TARGET LINE, 0 YARD LINE18 CONCRETE SIDEWALK, SEE SHEET CI10219 HEAVY DUTY CONCRETE PAVING, SEE SHEET CI10220 CHANNEL DRAIN, SEE DETAIL 7/SB30121 MB DOWNSPOUT22 PRECAST CONCRETE PILASTER

1 PRECAST CONCRETE WALL PANEL2 METAL BUILDING SYSTEM3 METAL DOWNSPOUT4 BULLET TRAP5 BOLLARD, SEE SHEET CI5016 CHANNEL DRAIN, SEE DETAIL 6/SB3017 EXPANSION JOINT, SEE DETAIL A3/AE5038 WATER HEATER9 4" WIDE X 12" LONG YELLOW PAINTED FIRING LINE WITH 8"

TALL YELLOW PAINTED LANE NUMBERS, CENTERED IN LANEAT 1.5 YARD LINE

10 4" WIDE YELLOW PAINTED FIRING LINE WITH 8" TALLYELLOW PAINTED LANE NUMBERS

1" = 1' - 0"0 6" 1' 3'2'

PLAN NOTES#

6" = 1'-0"D3FLOOR GRILLE DETAIL


1

C1AE301

C1AE301

2 3 4 5 6 7 8 9

A

F

13'-0"

114

MATC

HLIN

EAE

104

7

4

SLOPE12 : 12

1

3

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12

3

13'-0"

8

TYP

9

SLOPE12 : 12

9

SLOPE7 : 12

9

SLOPE7 : 12

3

10

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

7 7 7 7 7 7 7

26' - 8" 7' - 0"

DIMENSIONS ARE TO LEADING EDGE OF EACH BAFFLE

18' - 8"

A3AE501

TYP

11

3 3 3 3 3 3

13TYP

8" X 4" X 1/4"BENT PLATE

CONT 1 5/8"SLOTTED CHANNEL

ARS BAFFLE

TARGET LIGHTFIXTURE

1' - 0"

PROVIDE SHEET OFSHREDDED RUBBER 1" THICKAND SAME DIMENSION AS THEBOTTOM OF THE FIXTUREMOUNTING PLATEARCHITECTURALJUNCTION BOX PROVIDEDWITH LIGHTING FIXTURE

38" X 6" X 1/4" STEEL PLATECONT 1 5/8" SLOTTED CHANNELARS CEILINGSOUND ABSORPTION PANELS

LIGHT FIXTURE

BOS13'-8"

CEILING13'-0"

PROVIDE SHEET OF SHREDDEDRUBBER 1" THICK AND SAMEDIMENSION AS THE BOTTOM OF THEFIXTURE MOUNTING PLATE

JUNCTION BOX

NOTE: SEE DETAIL 'C4' ON SHEET EL502 FOR TYPICAL INSTALLATION

JUNCTION BOX

XPPOWER 100W DLGSERIES LED DRIVER

FRONT VIEW TOP VIEW

CONT 1 5/8" SLOTTED CHANNELFASTENER

FASTENER

FASTENER

LIGHT FIXTUREJUNCTION BOX

JUNCTION BOX

XPPOWER 100W DLGSERIES LED DRIVER

LIGHT FIXTUREJUNCTION BOX

BOS13'-8"

FIXTURE MOUNTINGPLATE

LIGHTING FIXTURE

PROVIDE SHEET OF SHREDDEDRUBBER 1" THICK AND SAMEDIMENSION AS THE BOTTOM OFTHE FIXTURE MOUNTING PLATE

1/2" FLEX

JUNCTION BOX



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AE103

REFLECTEDCEILING PLAN

AREA A

51 1/8" = 1'-0"REFLECTED CEILING PLAN AREA A

1/8" = 1' - 0"0 5' 10' 15' 30'

A B

KEY PLAN

1 2'X4' ACOUSTICAL PANEL CEILING2 2'X2' ACOUSTICAL PANEL CEILING3 ARS CEILING BAFFLE W / SOUND ABSORPTION PANEL4 LINE OF 180 DEGREE TURNING TURNING TARGET SYSTEM5 STEEL LADDER AND ROOF HATCH6 RADIAL DIFFUSER7 EXPOSED STRUCTURE8 TARGET LIGHTING, SEE DETAIL C2/AE1039 ARS CEILING BAFFLE10 LINE OF RUNNING MAN TARGET SYSTEM11 RANGE LIGHTING, SEE DETAL C1/AE10312 CLOSE GAP BETWEEN RADIAL DIFFUSER AND ADJACENT WALLS

USING MIN.029" THICK GALV STEEL SHEET FORMED TO MATCHPROFILE OF DIFFUSER. ATTACH WITH SHEET METAL SCREWS @6" OC MAX. PAINT TO MATCH DIFFUSER.

13 STROBE LIGHTING, SEE C3/AE103

REFLECTED CEILING PLAN NOTES#

1 1/2" = 1'-0"C2

TARGET LIGHT MOUNTINGDETAIL (TYPE D)

1 1/2" = 1'-0"C3LIGHT MOUNTING DETAIL (TYPE W)

1 1/2" = 1'-0"C1

RANGE LIGHT MOUNTINGDETAIL (TYPE F)

SHREDDED RUBBER SHEET: CONSISTING OFRECYCLED RUBBER PARTICLES IN ADHESIVEBINDER; SERVICE TEMPERATURE RANGE 10DEGREES F TO 150 DEGREES F; DUROMETERHARDNESS 50 TO 60, SHORE A; THICKNESS 1/2" TO3/4", BLACK COLOR


1

B1AE301

B1AE301

9'-0"

9'-0"

9'-0"

9'-0"

9'-0" 9'-0"9'-0"

9'-0"

9'-0"

9'-0"9'-0"

9'-0"

9'-0"

108

102

103

101

104

107

105A

106

109

111

115112

110

105

10 11 12 13 14 15 16 17

A

F

114

MATC

HLIN

EAE

103

1

5

613'-0"

D

C

18

B

E

2019

D3AE104

7

7

2

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12 13'-0" SLOPE

12 : 12

3

13'-0"

3

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12

3

13'-0" SLOPE12 : 12

3

13'-0"

3

D2AE104

7777777

21' - 6" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 14' - 8" 13' - 4" 2' - 6"

11

TYP

DIMENSIONS ARE TO LEADINGEDGE OF BAFFLES

3333333

ACCESSPANEL

7

12

AE104D1

9'-0"

PROVIDE 3 1/2" SOUNDATTENUATING BLANKETS ABOVEACOUSTICAL PANEL CEILING INROOMS 103,104. DO NOT COVERLIGHT FIXTURES.

FINISH FLOOR0'-0"

ACOUSTICALPANEL CEILING

CORRIDOR CEILINGCONSTRUCTED ASWALL PER 2012NORTH CAROLINASTATE BUILDINGCODE ARTICLE 709.4,EXCEPTION 3.

S4R1S4R1

S4R1

SEE REFLECTEDCEILING PLAN FORHEIGHT

CEILING12'-0"

ACOUSTICALPANEL CEILING

CONT 2"X2"X3/16"STEEL ANGLE

ARS CEILING BAFFLE W/SOUND ABSORPTIONPANEL

+13'-0"

FRT 2X4 WDBLOCKING

METAL TRIM. PAINT PT-1

F

18CLOSE GAP BETWEEN RADIAL DIFFUSER ENDS ANDADJACENT WALL USING MIN .029" THICK GALVANIZEDSTEEL SHEET, FORMED TO MATCH DIFFUSER PROFILE.ATTACH TO DIFFUSER WITH SHEET METAL SCREWS AT6" OC MAX. PAINT CLOSURE TO MATCH DIFFUSER.

ACOUSTICAL PANEL CEILINGEXTRUDED ALUMINUM EDGE TRIM

ARS CEILING BAFFLEWITH SOUNDABPORPTION PANEL

ACOUSTICAL PANEL CEILING

LIGHT FIXTURERADIALDIFFUSER

OVERHEADCOILING DOOR

114A

8"

8"

8"

D2AE104

SOUND ABSORPTION PANEL

PRECAST CONCRETE WALL PANEL



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AE104

REFLECTEDCEILING PLAN

AREA B

52

1/8" = 1'-0"REFLECTED CEILING PLAN AREA B

1/8" = 1' - 0"0 5' 10' 15' 30'

A B

KEY PLAN

3/8" = 1'-0"D3CORRIDOR CEILING DETAIL

1 1/2" = 1'-0"D2CEILING DETAIL

1 2'X4' ACOUSTICAL PANEL CEILING2 2'X2' ACOUSTICAL PANEL CEILING3 ARS CEILING BAFFLE W / SOUND ABSORPTION PANEL4 LINE OF 180 DEGREE TURNING TURNING TARGET SYSTEM5 STEEL LADDER AND ROOF HATCH6 RADIAL DIFFUSER7 EXPOSED STRUCTURE8 TARGET LIGHTING, SEE DETAIL C2/AE1039 ARS CEILING BAFFLE10 LINE OF RUNNING MAN TARGET SYSTEM11 RANGE LIGHTING, SEE DETAL C1/AE10312 CLOSE GAP BETWEEN RADIAL DIFFUSER AND ADJACENT WALLS

USING MIN.029" THICK GALV STEEL SHEET FORMED TO MATCHPROFILE OF DIFFUSER. ATTACH WITH SHEET METAL SCREWS @6" OC MAX. PAINT TO MATCH DIFFUSER.

13 STROBE LIGHTING, SEE C3/AE103

REFLECTED CEILING PLAN NOTES#

1/2" = 1'-0"D1CEILING DETAIL AT COILING DOOR

1


2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A

FDS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

37

6

3

C3AE503

D

C

18

B

E

20

1

SLOPE1 : 12SLOPE

TYP

191

8' - 0

"

SLOPE1/4 : 12

SLOPE1/4 : 127

8' - 0

"

8

4

2

7 7 7 7 7 7 7 7 7 7 7 7 77SLOPE1/4:12TYP

3

9

9

9

7

DS

DS

5 5 5 5

DS

DS

DS

DS

DS

DS

DS

DS

2' - 1"TYP

2' - 0

"22

' - 0"

22' -

0"2'

- 0"

1' - 4"

1' - 4"

10

11

13' -

0"

10' - 2"

NOTE: MB ROOFPENETRATION DETAILSPROVIDED BY MB MFR.

12

12

12

METAL DOWNSPOUT

METAL SCUPPER

3"4"

8"

9"

6" 1"

4"6"

4"8"

4"

METALCOLLECTOR BOX

12

EDGE OF CONCRETEPILASTER

4" X 6" OVERFLOWSCUPPER

ROOF PLANEBEYOND

METAL COLLECTORBOX

1' - 6"7"10"

4" X 6" SCUPPER

16'-1" AFF

4"

PRECASTCONCRETEWALL PANEL

SEALANT

METAL SCUPPER

EPDM SHEET FLASHINGEPDM

PT WD BLOCKINGEPDM

METALCOLLECTOR BOX

4"

SEALANT

METAL SCUPPER

EPDMEPDM SHEETFLASHING

EPDM

EPDM SHEETFLASHING

SEALANT

DRIP EDGE

2"2"

TOP OF WALL

1/2" DIA POST-INSTALLED ANCHORS,TYP OF 4

1' - 0

"

2' - 6"

2 1/2" X 1/2"STEEL BAR

SIDE ELEVATION PLAN

ALL COMPONENTS MINIMUM 2" X 3/8" STEELBAR, UNLESS OTHERWISE INDICATED

BEVEL ENDS, TYP

6"8"

1' - 4

"

WALL

SIDE RAIL ANDDIAGONAL BRACE

SIDE RAIL ANDDIAGONAL BRACE

EPDM SHEET FLASHINGEPDM1 12/" EPDM ROOFINGINSULATION

MIN

6"

PT WD BLOCKING



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AE105

ROOF PLAN ANDDETAILS

53

1/16" = 1'-0"ROOF PLAN

1/16" = 1' - 0"0 5' 10' 20' 30' 60'

1 MB ROOFING2 30"X36" ROOF HATCH3 EPDM ROOFING4 MECHANICAL EQUIPMENT RTU-15 LADDER SUPPORT, SEE DETAIL C4/AE1056 ALUMINUM LADDER, SEE DETAIL C3/AE2027 TAPERED INSULATION CRICKET8 MB ROOF WALKWAY9 EXHAUST VENT10 PLUMBING VTR11 PLUMBING ROOF HYDRANT12 STEEL BEAM

ROOF PLAN NOTES#

3/4" = 1'-0"D1CONDUCTOR HEAD DETAIL

NO SCALED2

COLLECTOR BOX ANDOVERFLOW SCUPPER ELEVATION

1 1/2" = 1'-0"D3SCUPPER DETAIL

1 1/2" = 1'-0"D5

OVERFLOWSCUPPER DETAIL

1 1/2" = 1'-0"C4LADDER SUPPORT

1 1/2" = 1'-0"C2ROOF DETAIL

1


1

1 1 1 1

1

FINISH FLOOR0'-0"

EAVE HEIGHT14'-0"

A1AE301

A1AE301

TOP OF PRECAST23'-4"

1011121314151617

2

4

5

6

7

11

5

16

17

18

15

AE105D2

7

1820 19

118 18

97

13

4

12

TYP

TYP

TYP

TYP

21TYP

TYP23

TYP

22

C3AE201

TYP

10' - 0" 10' - 0"8' - 6"6' - 8"

TYP WALL PANEL W/PILASTER, UON

TYP WALL PANEL W/OPILASTER, UON

5' - 8" 5' - 8"

23

2"

AIR INTAKE LOUVER

DRYER VENT

1

1

FINISH FLOOR0'-0"

A2AE301

A2AE301


23456789

4

16

518

1

1

7

9

17 TYP

TYP

TYP

TYP

TYP

23

TYP

24 25

9' - 0"LADDER SUPPORT.CENTER BETWEENPILASTER ANDPANEL JOINT, TYP

FINISH FLOOR0'-0"

EAVE HEIGHT14'-0"

B1AE301

B1AE301


AF

14

6 3

520

2 55

915

15

12

D C BE

1

13

8

9

8

2121 2122

9

8

9

8

10' - 8" 10' - 8"

PRECAST CONCRETEWALL PANEL

SAW-CUT REGLET

EXTERIOR

1/2"

JOINT SEALANT ANDBACKER ROD

1/2"

MECHANICALDUCT

JOINT SEALANT ANDBACKER ROD2"x2"x1/4" SS ANGLE ATTACHEDTO ALL 4 SIDES OF DUCT. SET INFULL BED OF JOINT SEALANT

SHE E

T M-

3 01

SEE

MECH

ANIC

AL

SS FLASHING AND SEALANTRoanoke, VA 24011213 South Jefferson Avenue, Suite 1011


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AE201

ELEVATIONS

54

1/8" = 1'-0"B1NORTH ELEVATION AREA B

1/8" = 1'-0"A1NORTH ELEVATION AREA A

1/8" = 1' - 0"0 5' 10' 15' 30'

1/8" = 1'-0"C1EAST ELEVATION

1 PRECAST CONCRETE WALL PANEL - PROVIDE CONTINUOUSBITUMINOUS DAMPROOFING BELOW GRADE

2 MB WALL PANEL3 METAL ROOF EDGING4 METAL CONDUCTOR HEAD AND DOWNSPOUT5 MECHANICAL EQUIPMENT6 ALUMINUM LADDER SEE DETAIL C3/AE2027 HOLLOW METAL DOOR AND FRAME8 MB DOWNSPOUT9 METAL DOWNSPOUT BOOT10 OVERHEAD COILING DOOR11 EXPANSION JOINT12 CONCRETE FOOTING13 MB GUTTER14 METAL BOLLARD15 CONCRETE EQUIPMENT PAD16 ROOF PLANE BEYOND17 OVERFLOW SCUPPER18 LIGHT FIXTURE. SEE EL501 FOR MTG HEIGHT UON. CENTER

FIXTURES OVER DOORS OR SYMMETRICALLY FRAME DOOROR CENTER IN WALL PANELS UON.

19 BULLET RESISTANT DOOR AND FRAME20 ROOF HATCH21 EXHAUST VENT22 MB ROOF WALKWAY23 PRECAST CONCRETE PILASTER24 DUST COLLECTION UNIT25 SCREW CONVEYOR SYSTEM

ELEVATION NOTES#

3" = 1'-0"C3DUCT PENETRATION AT PRECAST


1

1

1

1

FINISH FLOOR0'-0"

C1AE301

C1AE301


A F

3

518

5

16

4

9

1

4

9 15 15

12

C3AE201

C3AE201

10' - 8" 10' - 8"

FINISH FLOOR0'-0"

A2AE301

A2AE301


2 3 4 5 6 7 8 9

51

3

16

9

4

1818

17

1

15

12

19

23

TYP

9' - 0"

FINISH FLOOR0'-0"

EAVE HEIGHT14'-0"

A1AE301

A1AE301


10 11 12 13 14 15 16 17

4

9

5

14

3

7

10

1

7

2

56

18

16

18

12

17

18 2019

18

9

8

13

20

18

4

18 18

TYP

TYP

TYP

TYP

11

21TYP

23

TYP

C3AE201

VERI

FY

17' -

0"

5' - 10"9' - 4" 10' - 0"5' - 8"2"5' - 8" 10' - 0"10' - 0"

TYP WALL PANEL W/PILASTER, UON

TYP WALL PANEL W/OPILASTER, UON

COORDINATE LIGHT FIXTURE CONDUIT WITH COILING DOOR HOOD


ALUMINUM LADDERWITH GRATINGPLATFORM

BRACKETS @ 60" OC MAX W/(2) 1/2" DIA POST INSTALLEDANCHORS PER BRACKET, TYP

MB ROOFWALKWAY

3' - 6

"1'

- 0"

1' - 0

"

7"

7"

TYP

1' - 0

"1'

- 0"



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AE202

ELEVATIONS

55

1/8" = 1'-0"C1WEST ELEVATION

1/8" = 1'-0"B1SOUTH ELEVATION AREA A

1/8" = 1'-0"A1SOUTH ELEVATION AREA B

1/8" = 1' - 0"0 5' 10' 15' 30'

1 PRECAST CONCRETE WALL PANEL - PROVIDE CONTINUOUSBITUMINOUS DAMPROOFING BELOW GRADE

2 MB WALL PANEL3 METAL ROOF EDGING4 METAL CONDUCTOR HEAD AND DOWNSPOUT5 MECHANICAL EQUIPMENT6 ALUMINUM LADDER SEE DETAIL C3/AE2027 HOLLOW METAL DOOR AND FRAME8 MB DOWNSPOUT9 METAL DOWNSPOUT BOOT10 OVERHEAD COILING DOOR11 EXPANSION JOINT12 CONCRETE FOOTING13 MB GUTTER14 METAL BOLLARD15 CONCRETE EQUIPMENT PAD16 ROOF PLANE BEYOND17 OVERFLOW SCUPPER18 LIGHT FIXTURE. SEE EL501 FOR MTG HEIGHT UON. CENTER

FIXTURES OVER DOORS OR SYMMETRICALLY FRAME DOOROR CENTER IN WALL PANELS UON.

19 BULLET RESISTANT DOOR AND FRAME20 ROOF HATCH21 EXHAUST VENT22 MB ROOF WALKWAY23 PRECAST CONCRETE PILASTER24 DUST COLLECTION UNIT25 SCREW CONVEYOR SYSTEM

ELEVATION NOTES#

1/2" = 1'-0"C4LADDER DETAIL


1

1

FINISH FLOOR0'-0"

B1AE301

B1AE301


RANGESTORAGE

106

AGENCYOFFICE

104WEAPON

CLEANING108

ARMORY110

LAUNDRY112

AF

AE302A1

D C BE

FINISH FLOOR0'-0"

C1AE301

C1AE301


14-LANERANGE

114

AF

FINISH FLOOR0'-0"

EAVE HEIGHT14'-0"

AE302A3

A1AE301

A1AE301


AE302A4

WEAPONCLEANING

108

CORRIDOR102

14-LANERANGE

114

13' -

0"

9' - 0

"

10 11 12 13 14 15 16 17

ACOUSTICALPANELCEILING

18 2019

AE104D2

AE503C3

EXPANSIONJOINT

ARS CEILING BAFFLESWITH SOUND ABSORPTIONPANELS, TYP

EPDM ROOFING

CONCRETE SLABON GRADE

METAL BUILDING

75 100

SOUND ABSORPTIONPANELS TO 13'-0" AFFA3

AE503

4"X18" YELLOW PAINTEDFIRING LINES W/ 8" NUMBERS,BOTH SIDES OF RANGE, TYP

CHANNEL DRAIN,SEE DETAIL 7/SB301

ARS CEILINGBAFFLES WITHSOUND ABSORPTIONPANELS

FINISH FLOOR0'-0"

A2AE301

A2AE301


2 3 4 5 6 7 8 9

14 LANERANGE

11413' -

0" ARS CEILING BAFFLESWITH SOUND ABSORPTIONPANELS, TYP

EPDM ROOFINGAE503

C4

AE503B4

AE501A3

1


2515731.5 50

SOUND ABSORPTIONPANELS TO 13'-0" AFF

TYP

TYP4"X18" YELLOW PAINTEDFIRING LINES W/ 8" NUMBERS,BOTH SIDES OF RANGE, TYP



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AE301

BUILDINGSECTIONS

561/8" = 1' - 0"0 5' 10' 15' 30'

1/8" = 1'-0"A1TRANSVERSE SECTION ADMIN AREA

1/8" = 1'-0"A2TRANSVERSE SECTION

1/8" = 1'-0"B1LONGITUDINAL SECTION AREA B

1/8" = 1'-0"C1LONGITUDINAL SECTION AREA A


1

T-1148"x48" FRPSPLASH GUARDON ALL WALLSADJ. TO SINK

MOP SINK

INSULATE ALLPIPING BENEATHLAVATORY TOP OF

SEAT

T-136" REAR

GRAB BAR

TYPICAL WATER COOLER

TYPICAL ACCESSIBLELAVATORY

TYPICALACCESSIBLE

URINAL

TYPICALACCESSIBLE

WATERCLOSET

WHEELCHAIRACCESSIBLE SPOUT

STANDINGHEIGHT SPOUT

SIDEFRONT

KNEE/TOECLEARANCEREQUIRED

FRONT SIDE

TYPICAL MOP SINK

T-242" SIDE GRAB

BAR

T-318" VERTICAL

GRAB BAR

T-4SANITARY

NAPKINDISPOSAL

T-5 T-6SOAP

DISPENSER

T-7DOUBLE TOILET

TISSUE

36"

34"

CL12" 24"

12" 42"

34"

40"

18"

40" 44"

CL

8" 28"

36" M

AX.

43"M

AX.

38" M

IN.

5" MAX. 15"MIN.

34"

KNEE/TOECLEARANCEREQUIRED 44

" MAX

.

15"

CL18"

19"M

AX.

17"M

IN.

TOWELDISPENSER

T-8ROBEHOOK

T-918" TOWEL

BAR

T-10SHOWER

CURTAIN, ROD,AND HOOKS

T-11MOP/BROOM

HOLDER

T-12FRAMEDMIRROR

60"

TYP.

48"

VARIES

76"

60"

40" M

AX. T

O

REFL

ECTI

VESU

RFAC

E

T-13SEAT COVERDISPENSER

MAX.

4' - 0

"

MAX

4' - 0

"8"

22"

AE502 C2

AE502

D2

2' - 0"

15' - 4" 5' - 4" 6' - 8"

15' - 4" 6' - 8"

3' - 6

"4'

- 0"

4' - 0

"

B2

B1AE301

B1AE301

A

F

1' - 4"1' - 4"

DIRECTOR'SOFFICE

103

COPYROOM

105

OFFICESTORAGE

105ADATA107

RANGESTORAGE

106

AGENCYOFFICE

104

VESTIBULE101

WEAPONCLEANING

108

ELECTRICAL115

WOMEN111

MEN109

ARMORY110

LAUNDRY112

CORRIDOR102

108

103104

112

110

108A

115

106

105

105A

114

111

109

GUNLOCKERS

T-11

T-6T-5

T-6T-5

D

W

EWC

2' - 4

"2'

- 10"

2' - 1

0"2'

- 4"

UNITHEATER

5'-0" X 4'-0"ENTRANCEFLOOR GRILLE

AE503A1

FEC

FEC

FD

S4R1

S4R1

S4

S4N

S4R1N

S4N

S4

S4R1

S4

S6R1

S4

12' - 2" 5' - 6" 3' - 3" 12' - 7"

6' - 2"

11' - 6"

AE401A2

AE503B1 UTILITY

SINK

D

C

18

B

E

S4

20

S4N

S4R1

11' -

6"21

' - 8"

16' -

1"11

' - 5"

11' -

5"7'

- 6"

8' - 7

"10

' - 5"

12' -

5"12

' - 4"

5' - 8

3/4" 5' - 0

"4'

- 10"

4' - 9" 10' - 4"19

D3AE104

WEAPONSCLEARINGSTATION

STAINLESS STEELCOUNTER, FIELDJOINT IN CENTEROF COUNTER RUN

6' - 8

"

19' -

2"

AE503A1 OH

107

113

S4R1

S4R1

S4R1N

S4

SE3

S4R1

S4R1

S4R1

S4R1

S4R1

S4

SE3

SE3

10' -

4"3'

- 4"

29' -

8"6'

- 4"

21' -

8"

1' - 6

"

S4

1' - 8" 3' - 0"

S6R1

SE3

WALL MOUNTEDUTILITY SHELVINGFOR RANGECONTROLCOMPUTER:PROVIDE FOUR12"x30"X3/4" HPDLFACED SHELVES,TWO ADJUSTABLEBRACKETS PERSHELF, AND TWO 72"SHELF STANDARDSMOUNTED @ 24"AFF.

EQ EQ

EQEQ

FD

FD

S4R1

S

S4R1S

S4R1

S

ACTIVE LEAF

ACTIVE LEAF

SE4

SE4

SE4

4' - 0"

A1AE501106A

S4

102

101

101A

CORNERGUARD,TYP

CONCRETE EQUIPMENT PAD

AE502A4

REF(NIC)

(NIC)

(NIC)

MIRROR

.

13' -

0"

T-9

T-6

T-5

T-8

T-2

T-3T-7

T-1

T-10

T-7T-3

T-1

T-2

T-4T-13

T-10

2' - 3

1/2"

T-6

T-12

T-12

T-5

T-13

T-9

MEN109

WOMEN111

3' - 3

1/2"

2' - 3

1/2"

5' - 8" 4' - 0"

3' - 1

"3'

- 1"

S4

S4

S4

S4N

109

111

C

5' - 8" 4' - 0"

20

2' - 1" 1' - 8" 1' - 8"

S4N

S4N

SE4

PLASTIC TOILETCOMPARTMENT

PLASTIC TOILETCOMPARTMENT

PLASTIC URINALSCREEN

3' - 3"

3' - 3"

5'-0" MIN CLEAR

5'-0" MIN CLEAR

S4NS4

S4R1

S4R1N

S4R1

SE4

S4

S4

3' - 3"

SLOPE FLOOR 1/4:12 TODRAIN - MOSAIC TILE CT-2

SLOPE FLOOR 1/4:12 TODRAIN - MOSAIC TILE CT-2

FD

FD

T-8

3/4" CHAMFER ON COUNTERTOP CORNER



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ENLARGEDPLANS

58

1/4" = 1'-0"ACCESSORY MOUNTING HEIGHTS

1/4" = 1' - 0"0 5' 10' 15'1'

1/4" = 1'-0"A4ENLARGED PLAN

MARK DESCRIPTION MODEL NUMBER

T-1 36" STAINLESS STEEL GRAB BAR B-5806 X 36T-2 42" STAINLESS STEEL GRAB BAR B-5806 X 42T-3 18" STAINLESS STEEL GRAB BAR B-5806 X 18T-4 SANITARY NAPKIN DISPOSAL B-270T-5 RECESSED PAPER TOWEL DISPENSER AND WASTE

RECEPTACLEB-369 ClassicSeries

T-6 SOAP DISPENSER B-2111T-7 DOUBLE TOILET TISSUE DISPENSER B-273T-8 ROBE HOOK B-672T-9 18" STAINLESS STEEL TOWEL BAR B-398T-10 EXTRA HEAVY-DUTY SHOWER CURTAIN ROD, CURTAIN,

AND HOOKSB-6047, B-204-2, B-204-1

T-11 MOP/BROOM HOLDER B-223T-12 24"W x 42"H MIRROR WITH STAINLESS STEEL CHANNEL

FRAMEB-290

T-13 TOILET SEAT COVER DISPENSER B-221

1/2" = 1' - 0"0 1' 5'6" 2' 3' 4'

1/2" = 1'-0"A2ENLARGED FLOOR PLAN - RESTROOMS

TOILET ACCESSORY SCHEDULE

MODEL NUMBERS ARE FOR BASIS OF DESIGN BOBRICK ACCESSORIES


1

TOE OF BULLET TRAP

CONTINUOUS TRENCHIN CONCRETE SLAB

1' - 0"

22'-0"

TO REAR WALL

3 1/2"

1" M

IN

PRECAST CONCRETE WALL PANEL

PAINTED 14 GAUGE METALFRAME ALL AROUND

1'-4" SQUARE OPENINGIN PRECAST. COORDINATEHEIGHT W / CONVEYOR MFR.

SCREW CONVEYOR SYSTEM

AIRTIGHT REMOVABLERUBBER SEAL

SUPPORT STRUT

SEALANT

SEALANT

3/8" ARSBENT PLATETARGET HOLDER

1/2" DIA STEEL T-BAR

12" DIA ARS TARGET

1"

6"

FIEL

D VE

RIFY

WIT

H US

ER

5'-0"

C L

3"1 1/2"

1"

2 3

CABLE HANGERSYSTEM, TYP

180 DEGREE TURNINGTARGET SYSTEM

RUNNING-MAN TARGET SYSTEM

REACTIVE TARGETSYSTEM, D3/AE501

ARS LOW-SLOPEBULLET TRAP

SCREWCONVEYORSYSTEM

1

AE501D2

22' - 0" 4' - 0" TARG

ET LI

NE

731.5

8'-0" ARS CEILING BAFFLE AT 45 DEGREESWITH SOUND ABSORPTION PANEL

8'-0" ARS CEILING BAFFLE AT 30 DEGREES(OMIT SOUND ABSORPTION PANEL)

6' - 8

"

ARS CEILING BAFFLE WITH SOUNDABSORPTION PANEL

AE503C4

SIM

7' - 0"8"

AE103C2

8' - 0

"


BULLET-RESISTANTDOOR AND FRAME

ALUMINUM THRESHOLD -SET IN FULL BED OFSEALANT

CONCRETE SIDEWALK

TURNED DOWNCONCRETE SLABON GRADE

JOINT SEALANT ANDJOINT SEALANT BACKING

1/2" PJF

STEEL DOWEL,SEE SB501



3/8" ARS DEFLECTOR FROMFLOOR TO CEILING BEVEL

LEADINGEDGE OFPLATE 45DEGREES

FIRE ALARMPULL STATION

EXTERIOR INTERIOR

HEAD

SILL

JAMB ANCHOR

ALIG

N

5" 6"

4"

3"

DIRECTION OFBULLET TRAP

DIRECTION OFFIRING LINE

JAMB

45°

FINISH FLOOR0'-0"

TYP

1' - 0

"

MAX

1' - 0

"

S4R1

7"

ROOF HATCH

MB ROOF ASSEMBLY

STEEL LADDER2 1/2" X 2 1/2" X 1/4" STEEL ANGLES TYP

ATTACH TO TOP OF RATED CLGAT 12" OC

3" M

IN

S4R1S4

SCHEDULED CEILING

CORRIDOR102

RANGESTORAGE

106



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AE501

BALLISTICDETAILS

59

1 1/2" = 1' - 0"0 6" 1' 2'3" 9"

1 1/2" = 1'-0"D2TOE OF BULLET TRAP

1 1/2" = 1'-0"C3AUGER PENETRATION DETAIL

1 1/2" = 1'-0"D3REACTIVE TARGET DETAIL

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

1/4" = 1' - 0"0 5' 10' 15'1'

1/4" = 1'-0"A3BULLET TRAP SECTION

1 1/2" = 1'-0"C5BULLET RESISTANT DOOR DETAILS

3/4" = 1'-0"A1LADDER DETAIL


1

B2AE503

SE3

SE3

RECESSEDHVAC/LIGHTINGCONTROL PANEL

PRECAST CONCRETEWALL PANEL3 HR FIRE BARRIER

4' - 0

"

1/2"

SEE

A2/E

L502

3' - 0

"

8" CMU WALL3 HR FIRE BARRIERUL DESIGN NO. U-904

SE3

SE3

SOLID MORTAR JOINTBETWEEN CMU ANDPRECAST WALLS WITHMASONRY TIES @ 16" OCVERTICALLY

S4

SOLID MORTAR JOINTBETWEEN CMU ANDPRECAST WALLS WITHMASONRY TIES @ 16" OCVERTICALLY

1/2"

3" GLASS FIBER BOARDINSULATION - MAINTAINCONTINUITY OFINSULATION & VAPORBARRIER

4' - 0

"

CLSE

3SE

3

CEILING ASSCHEDULED

CONDUIT

PENETRATIONFIRESTOPPINGUL DETAIL W-J-1042

4' - 0

"

SEE

A2/E

L502

1' - 8

"

7' - 4

"

RECESSEDHVAC/LIGHTINGCONTROL PANEL

PRECAST CONCRETEWALL PANEL3 HR FIRE BARRIER

SE3

8" CMU WALL3 HR FIRE BARRIERUL DESIGN NO. U-904

ACCESS DOOR

3" GLASS FIBER BOARDINSULATION

SOLID MORTAR JOINTBETWEEN CMU ANDPRECAST WALLS

10 11

PREFORMED JOINTSEAL BEYOND

EPDM

PT WD BLOCKING, TYP

EPDM SHEET FLASHING

CONT STEEL PLATE, BOTH SIDESOF JOINT, SEE SHEET SF301

1 1/2" EPDM ROOFING INSULATION

3/4" PT PLYWOOD

PT WOOD BLOCKINGCONT STEEL ANGLE, SEE 1/SF301

METAL DRIP EDGEEPDM TERMINATIONBAR BEYOND

EPDM

B3AE503

BELLOWS TYPE ROOFEXPANSION JOINT

2"

2"

STEEL BEAMEPDM SHEET FLASHING

6"

PRECAST CONCRETE WALLPANELS

3/8" ARS PLATE FROM FLOOR TOCEILING- BEVEL LEADING EDGE OFPLATE 45 DEGREES

POST INSTALLED ANCHORS @24" OC

PREFORMED JOINT SEALBOTH SIDES

6"1" SOUND ABSORPTION PANELS

2"


PREFORMED JOINT SEAL2"

PT WD BLOCKING, TYP

EPDM SHEETEPDM SHEET FLASHINGBELLOWS TYPE ROOFEXPANSION JOINT

EXTERIOR SIDE


3/8" ARS PLATE FROM FLOOR TOCEILING. BEVEL LEADING EDGE OFPLATE 45 DEGREES.

POST INSTALLED ANCHORS @24" OC

JOINT SEALANT AND JOINTSEALANT BACKING, BOTH SIDES

4"1" SOUND ABSORPTION PANELS

1/2"

NOTE: PROVIDE COVER PLATE AT EACH PRECAST WALL PANEL JOINTBETWEEN 100 YARD FIRING LINE AND BULLET TRAP, BOTH SIDES OF RANGE.

BOS13'-8"

3/4" PTPLYWOOD

EPDMSCUPPER

EPDM

PT WD 2X6AT 16" OC

METAL DRIP EDGE

STEEL TRUSS

EPDM ROOFINGINSULATION

EPDM SHEETFLASHING

2X PTBLOCKING OVERFLOW SCUPPER

2' - 4

"

TERMINATIONBAR BEYOND

EPDM

3/4" PT PLYWOOD

2X PT WOOD BLOCKING

PT WOOD BLOCKINGCONT STEEL ANGLE, SEE 1/SF301

METAL DRIP EDGE

1-1/2" EPDM ROOFING INSULATION

EPDM TERMINATIONBAR BEYOND

EPDM

A

18

B


MB WALL PANEL

MB STRUCTURE LINE19

SE4

2" 3"

METAL FLASHINGSEALANT

SE3

6"

3" GLASS FIBERBOARD INSULATION

SEAL MB VAPORBARRIER TOGLASS FIBERBOARDINSULATION

BELLOWS-TYPE ROOFEXPANSION JOINT

EPDM SHEETFLASHING

EPDM SHEET

CONT MTL CLEATMTL ROOF EDGING

PT WD BLOCKING

PREFORMED JOINTSEAL- EXTEND UP 2"MIN BEHIND BELLOWS

SEAL OPEN END OFBELLOWSTERMINATION WITHFOAM FILLER



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DETAILS

613" = 1' - 0"

0 3" 6" 1'1 1/2" = 1' - 0"

0 6" 1' 2'3" 9"

1 1/2" = 1'-0"B1PLAN DETAIL

1" = 1'-0"B2SECTION DETAIL

1 1/2" = 1'-0"C3ROOF EXPANSION JOINT

3" = 1'-0"A3EXPANSION JOINT

3" = 1'-0"B3PARAPET EXPANSION JOINT

3" = 1'-0"A4COVER PLATE DETAIL

1 1/2" = 1'-0"B4BOTTOM CHORD DETAIL

1 1/2" = 1'-0"C4TOP CHORD DETAIL

1 1/2" = 1'-0"A1PLAN DETAIL

1" = 1'-0"A2EXPANSION JOINT DETAIL

1


1

1

F

SEE

SCHE

DULE

SEE SCHEDULE

FGSE

E SC

HEDU

LE

SEE SCHEDULE

SEE

SCHE

DULE

SEE SCHEDULE

OHCD

6" 6"

6"10

"

HG

SEE

SCHE

DULE

SEE SCHEDULE6" 6"

6"2'

- 6"

GL1

GL2

SEE

SCHE

DULE

2"

2"SEE SCHEDULE

2"

F1 F2 F3

5' - 8"

2"6'

- 10"

2"

2" 1' - 0"2"

3' - 0"2"

1' - 0" 2"

7' - 2

"

GL1 GL1

4' - 8"

2"6'

- 10"

2"

2" 3' - 0"2"

1' - 2" 2"

7' - 2

"

FIXED HM PANEL

7' - 0

"

STEEL CHANNEL -SEE JAMB DETAIL

HSS DOOR POST -SEE JAMB DETAIL

HM DOOR FRAME

F4

2"

10' - 0" 8"2"

3' - 0"2"

13' -

0"PRECAST CONCRETEWALL PANELSHIM AND SEALANT

3/8" STEEL PLATEWELDED

HEAD-DETAIL

HEAD-ISOMETRIC

BASE-ISOMETRIC

4"

HOLES FOR 1/2"BOLTS. FASTEN TOPOST-INSTALLEDTHREADED INSERTSIN CONCRETE.3/8" STEEL PLATEWELDED

4"

HSS 8X8X3/16

3/8" STEEL PLATEWELDED

SHIM 1/2" & GROUT(2) 1/2" POST-INSTALLED ANCHORS

OVERHEAD COILINGDOOR AND TRACK

HEAVY DUTY CONCRETE,SEE SHEET CI102

S7STEEL DOWEL,SEE SB501

JOINT SEALANT ANDJOINT SEALANT BACKING

1/2" PJF


EMBEDDED STEEL CHANNELSEE SHEET SF501

FRAME ANCHOR W/COUNTERSUNK BOLT -DRILL & TAP STEELCHANNEL TO RECEIVEBOLT, TYP

HOLLOW METAL DOORAND FRAME

OVERHEAD COILINGDOOR AND TRACK

8"10

' - 0"

3' - 4

"

HSS 8X8X3/16 DOOR POST -SEE DOOR POST DETAILFOR HEAD ANDSILL ATTACHMENT

CL

COILING DOORASSEMBLY

ACOUSTICAL PANELCEILING EXTRUDEDALUMINUM TRIM

ACOUSTICAL PANELCEILING

8"


1' - 0

"



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SCHEDULES

62

DOOR SCHEDULEDOOR

NO.DOOR FRAME

FIRE RATING HARDWARE REMARKSTTL WIDTH HEIGHT THICKNESS TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILL

101 3'-0" 7'-0" 1 3/4" F HM F3 HM H1 J1 S1 - 1101A 3'-0" 7'-0" 1 3/4" FG HM F2 HM H2 J3 - - 2102 3'-0" 7'-0" 1 3/4" F HM F3 HM H1 J1 S1 - 1103 3'-0" 7'-0" 1 3/4" HG WD F1 HM H2 J2 - 20 MIN 3 2104 3'-0" 7'-0" 1 3/4" HG WD F1 HM H2 J2 - 20 MIN 3 2105 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 - 20 MIN 3 2105A 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 - - 5106 6'-0" 7'-0" 1 3/4" F HM F1 HM H4 J5 S6 180 MIN 9106A 2'-8" 7'-0" 1 3/4" F HM F1 HM H2 J2 - - 5107 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 S4 20 MIN 3 2108 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 S2 20 MIN 3 2108A 3'-0" 7'-0" 1 3/4" F HM F1 HM H4 J5 S6 180 MIN 4109 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 S3 20 MIN 6 2110 3'-0" 7'-0" 1 3/4" F HM F1 HM H4 J5 S6 180 MIN 4111 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 S3 20 MIN 6 2112 3'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 S4 20 MIN 3 2113 6'-0" 7'-0" 1 3/4" F WD F1 HM H2 J2 S4 20 MIN. 7 2114 3'-0" 7'-0" 1 3/4" F HM F4 HM H3 J7 S5 - 10114A 10'-0" 13'-0" 1" OHCD STL F4 - H6 J7 S7 - - 1114B 3'-0" 7'-0" 1 3/4" F HM F1 HM H3 J4 S5 - 10114C 3'-0" 7'-0" 1 3/4" F HM F1 HM C5/AE501 C5/AE501 C5/AE501 - 11 3114D 3'-0" 7'-0" 1 3/4" F HM F1 HM H3 J4 S5 - 10115 3'-0" 7'-0" 1 3/4" F HM F1 HM H5 J6 S1 - 8

1/4" = 1'-0"DOOR TYPES

1/4" = 1'-0"DOOR FRAME TYPES

FINISH SCHEDULEROOM FLOOR BASE WALLS CEILING

REMARKSNO. NAME MATERIAL CODE MATERIAL CODE MATERIAL CODE MATERIAL CODE

101 VESTIBULE RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1102 CORRIDOR RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1103 DIRECTOR'S OFFICE RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1104 AGENCY OFFICE RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1105 COPY ROOM RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1

105A OFFICE STORAGE RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1106 RANGE STORAGE SEALED CONCRETE - RESILIENT RB-1 PAINT PT-2 EXPOSED STRUCTURE -107 DATA SEALED CONCRETE - RESILIENT RB-1 PAINT PT-2 EXPOSED STRUCTURE -108 WEAPON CLEANING RESINOUS FLOORING R-1 RESINOUS R-1 PAINT PT-2 GWB PT-1109 MEN CERAMIC TILE CT-1,CT-2 CERAMIC TILE CT-1 PAINT PT-2 GWB PT-1110 ARMORY RESILIENT TILE VCT-1 RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1111 WOMEN CERAMIC TILE CT-1,CT-2 CERAMIC TILE CT-1 PAINT PT-2 GWB PT-1112 LAUNDRY SEALED CONCRETE - RESILIENT RB-1 PAINT PT-2 ACOUSTIC CEILING PANELS ACP-1113 PLUMBING SEALED CONCRETE - RESILIENT RB-1 PAINT PT-2 EXPOSED STRUCTURE -114 14-LANE RANGE SEALED CONCRETE - - - SOUND ABSORPTION

PANELSSA-1 SOUND ABSORPTION PANELS,

ACOUSTIC CEILING PANELSSA-1,ACP-2

115 ELECTRICAL SEALED CONCRETE - RESILIENT RB-1 PAINT PT-2 EXPOSED STRUCTURE -

1/4" = 1' - 0"0 5' 10' 15'1'

FINISH LEGENDCODE MATERIAL DESCRIPTION / BASIS OF DESIGN PRODUCT

ACP-1 ACOUSTICAL CEILING PANEL ARMSTRONG; FINE FISSURED; COLOR: WHITE; SIZE: 24"X24"ACP-2 ACOUSTICAL CEILING PANEL ARMSTRONG; FINE FISSURED; COLOR: WHITE; SIZE: 24"X48"; HUMIDITY RESISTANTCT-1 CERAMIC QUARRY TILE AMERICAN OLEAN; QUARRY NATURALS; COLOR: PRAIRIE FLASH; SIZE 6"X6"X1/2"CT-2 CERAMIC MOSAIC TILE AMERICAN OLEAN; UNGLAZED COLORBODY PORCELAIN MOSAICS; COLOR: COCOA; SIZE 2”X2”X1/4"PT-1 PAINT SHERWIN WILLIAMS; COLOR: #SW6147 "PANDA WHITE"PT-2 PAINT SHERWIN WILLIAMS; COLOR: #SW6141 "SOFTER TAN"PT-3 PAINT SHERWIN WILLIAMS; COLOR: #SW2841 "WEATHERED SHINGLE"PL-1 PLASTIC LAMINATE PANOLAM; NEVAMAR HPL; COLOR:#VS2001 "VOUS FAWN"R-1 RESINOUS FLOORING STONHARD; STONSHIELD HRI; COLOR: ACORN; MEDIUM TEXTURE

RB-1 RESILIENT BASE JOHNSONITE; TRADITIONAL WALL BASE; COLOR: 76 CINNAMONSA-1 SOUND ABSORPTION PANELS AS SPECIFIEDTC-1 HDPE PLASTIC ACCURATE PARTITIONS SOLID PLASTIC (HDPE) TOILET COMPARTMENTS; COLOR: #9212 "MOCHA"

VCT-1 RESILIENT TILE ARMSTRONG; IMPERIAL TEXTURE STANDARD EXCELON; COLOR: #51839 "FORTRESS WHITE"; SIZE: 12"X12"X1/8"

1. PLASTIC LAMINATE FACED COUNTER SUPPORTS AND WALL MOUNTED SHELVES TO BE PL-1.2. LOCATE FLOOR TRANSITIONS BETWEEN ROOMS UNDER DOOR LEAF.3. PAINT METAL DOORS AND FRAMES PT-3.

1" = 1'-0"A2DOOR POST DETAIL

1" = 1' - 0"0 6" 1' 3'2'

1 1/2" = 1'-0"COILING DOOR DETAILS

J7

H6

REMARKS:1. PROVIDE ADDITIONAL DOOR CURTAIN HEIGHT TO ALLOW HOOD MOUNTING ABOVE CEILING.2. SMOKE AND DRAFT CONTROL DOOR ASSEMBLY3. BULLET RESISTANT DOOR AND FRAME.


1

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(TYP.) LINEAR HEAT DETECTION CABLERUN WITHIN 20" OF ROOF PEAK

(TYP.) LINEAR HEAT DETECTION CABLERUN ABOVE CEILING BAFFLES

LINEAR HEAT DETECTION CABLERUN ABOVE CEILING BAFFLESWITHIN 20" OF ROOF DECK

FACP FIRE ALARM CONTROL PANEL

SMOKE DETECTOR, CEILING MOUNTED

STROBE UNIT WITH CANDELA RATING - WALLMOUNTED

HORN/STROBE UNIT WITH CANDELA RATING - WALLMOUNTED

MANUAL PULL STATION, MOUNT 4'-0" AFF

15F

15V

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FIRE PROTECTION LEGEND

HORN/STROBE UNIT WITH CANDELA RATING - CEILINGMOUNTED

15

CF

STROBE UNIT WITH CANDELA RATING - CEILINGMOUNTED

C

15V

DUCT SMOKE DETECTORDAHU-1

WP WEATHERPROOF

HEAT DETECTOR, CEILING MOUNTEDH

FIRE ALARM MONITOR MODULEMM


540.982.0800

Clark Nexsen license number: C-1028

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FLOOR PLANAREA A

651/8" = 1' - 0"0 5' 10' 15' 30'

KEY PLAN 1/8" = 1'-0"FLOOR PLAN AREA A

A B


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WOMEN

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CORRIDOR

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WEAPONCLEANING

108

RANGESTORAGE

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OFFICESTORAGE

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LINEAR HEAT DETECTION CABLERUN ABOVE CEILING

(TYP.) LINEAR HEAT DETECTION CABLERUN WITHIN 20" OF ROOF PEAK

(TYP.) LINEAR HEAT DETECTION CABLERUN ABOVE CEILING BAFFLES

MM

FACP

NOTES

1. THE FIRE ALARM EQUIPMENT SUPPLIER IS RESPONSIBLE FOR PROVIDING ADDITIONAL INDICATING CIRCUITS AS REQUIRED TOPROPERLY OPERATE ALL AUDIO/VISUAL DEVICES.

2. ALL WIRING SHALL BE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. ALL WIRING SHALL BE RUN IN CONDUIT.

3. FIRE ALARM RISER DIAGRAM IS SHOWN FOR REFERENCE ONLY. DEVICE LOCATIONS AND QUANTITIES SHALL BE AS SHOWN ON THEFLOOR PLANS. THE FIRE ALARM RISER DIAGRAM DOES NOT NECESSARILY INDICATE THE ACTUAL NUMBER OF ALARM NOTIFICATIONAPPLIANCE CIRCUITS. THE ACTUAL NUMBER OF APPLIANCE CIRCUITS NECESSARY IS DEPENDENT UPON THE EQUIPMENTMANUFACTURER.

4. PROVIDE A REMOTE LED TEST/INDICATOR LIGHT AND KEY SWITCH FOR EACH DUCT DETECTOR AND LABEL WHICH AHU IS SERVED.

5. PROVIDE SYNCHRONIZATION FOR AREAS WHERE MORE THAN ONE VISIBLE APPLIANCE IS LOCATED.

EP

F S F F F

FIRST FLOOR FIRST FLOOR

FFF FFF

6. MANUAL PULL STATIONS SHALL BE FLUSH-MOUNTED IN FINISHED AREAS AND SURFACE MOUNTED IN UNFINISHED AREAS.

FIRE ALARM RISER DIAGRAMNO SCALE

FV

F

1.

2.

DEVICE LOCATIONS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, MANUFACTURERSRECOMMENDATIONS AND EQUIPMENT LISTINGS. COORDINATE LOCATIONS WITH LIGHTING AND AIRHANDLING SYSTEMS. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET FROM ANYCEILING FAN BLADE TIPS OR SUPPLY AIR DIFFUSERS, AND NOT IN THE DIRECT AIR STREAM

3.

RISER DIAGRAM IS SHOWN FOR REFERENCE ONLY. DEVICE LOCATIONS AND QUANTITIES SHALL BE ASSHOWN ON THE FLOOR PLANS.

EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS, NORTH CAROLINABUILDING CODE, AND NFPA 72.

GENERAL NOTES

DACTTWO DEDICATED PHONELINES TO RECEIVING STATION

D SH

LINEAR HEATDETECTION

CABLE

MM

FIRE ALARM SYSTEM SEQUENCEOF OPERATION MATRIX

ACTION

INITIATION MANUALPULL

STATION

FACP MODULETROUBLE

ACTIVATE FIRE ALARM HORN & STROBE LIGHTS YES

DISPLAY ALARM INDICATOR AT FACP YES

NO

NO

TRANSMIT ALARM SIGNAL TO FIREDEPARTMENT

YES NO

RECORD INFORMATION ON FACP YES YES

DISPLAY SUPERVISORY CONDITION AT FACP NO NO

TRANSMIT SUPERVISORY SIGNAL TO FIREDEPARTMENT

NO NO

TRANSMIT TROUBLE SIGNAL TO FIREDEPARTMENT

NO YES

DISPLAY TROUBLE SIGNAL AT FACP NO YES

SMOKE ORHEAT

DETECTOR

YES

YES

YES

YES

NO

NO

NO

NO

LINEAR HEATDETECTION

CABLE

DUCTSMOKE

DETECTOR

SHUTDOWN ASSOCIATED HVAC UNIT NO NO NO

YES

YES

YES

YES

NO

NO

NO

NO

NO

NO

NO

NO

YES

YES

YES

NO

NO

YES


540.982.0800

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FLOOR PLANAREA B

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1/8" = 1' - 0"0 5' 10' 15' 30'

A B

KEY PLAN

1

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1 12/30/15 Revision 01

# CONSTRUCTION NOTE IDENTIFICATION

INDICATES ITEM TO BE PROVIDED

FLEXIBLE CONNECTOR

VERTICAL FIRE DAMPERVOLUME DAMPER

CEILING RETURN, EXHAUST OR TRANSFER GRILLE

CEILING SUPPLY DIFFUSER

MITERED ELBOW WITH TURNING VANES

RETURN DUCT TURNING UPRETURN DUCT TURNING DOWN

EXHAUST DUCT TURNING UPEXHAUST DUCT TURNING DOWN

SUPPLY DUCT TURNING UP (ROUND OR RECTANGULAR)

SUPPLY DUCT TURNING DOWN (ROUND OR RECTANGULAR)

10"x10" SQUARE OR RECTANGULAR DUCTWORK

THERMOSTAT

F10/6(CFM)

EXHAUST GRILLE DESIGNATIONWITH CFM INDICATED

A6(CFM)

CEILING DIFFUSER DESIGNATIONWITH CFM INDICATED

G20/20 RETURN GRILLE DESIGNATION

GENERAL

DUCTWORK

MOTORIZED CONTROL DAMPER

INDICATES ROUND DUCTWORKRETURN, EXHAUST OR TRANSFER AIR FLOWSUPPLY AIR FLOW

ACCESS DOORAD

ABOVE FINISHED FLOORAFF

ABOVE FINISHED GRADEAFG

DIAMETERDIA

MISCELLANEOUSMISC

TYPICALTYP

UNLESS OTHERWISE NOTEDUON

CONTROLSANALOG INPUT (TO PANEL)ANALOG OUTPUT (OUT OF PANEL)

BINARY INPUT (TO PANEL)BINARY OUTPUT (OUT OF PANEL)

CONTROL WIRING (SIGNAL PATH)

DIFFERENTIAL PRESSURE SENSOR

AI

BIBO

FLOW MEASURING SYSTEM

HIGH LIMIT TEMPERATURE SENSOR

LOW LIMIT TEMPERATURE SENSOR

MOTOR

MOTORIZED CONTROL DAMPER

MOTOR STARTER

SENSOR

STATIC PRESSURE SENSOR

SWITCH

TEMPERATURE SENSOR

CSR CURRENT SENSING RELAY

FLEXIBLE DUCT

LEGEND

M

M

M

AO

S

P

T

DPS

FMS

HL

LL

MS

S

T

VARIABLE FREQUENCY DRIVEVFD

CURRENT TRANSMITTER

ACOUSTICALLY LINED DUCT

ES

SDDAMPER END SWITCHDUCT SMOKE DETECTOR

CT

EXHAUST AIR

OUTSIDE AIRRETURN AIRSUPPLY AIR

DA

OARASA

EADISCHARGE AIR

RADIUS ELBOW

RD-1(CFM)

RADIAL DIFFUSER DESIGNATIONWITH CFM INDICATED

1.

2.

4.

5.

6.

11.

10.

9.

8.

7.

3.

12.

13.

14.

15.

GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACHMECHANICAL DRAWING OF THIS SET. NOTES SPECIFIC TOINDIVIDUAL MECHANICAL DRAWINGS WILL BE SHOWN ON THERESPECTIVE MECHANICAL DRAWING.

THE CONTRACTOR SHALL PROVIDE A COMPLETE HVAC SYSTEMTO INCLUDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENTFOR A COMPLETE AND FUNCTIONAL SYSTEM INCLUDING ALLNECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOTSPECIFICALLY CALLED OUT.

THE CONTRACTOR SHALL MAKE TESTS FOR ACCEPTANCE ANDAPPROVAL AS REQUIRED BY CODE AND THE REQUIREMENTS OFAPPLICABLE REGULATORY AGENCIES.

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES, DOCUMENTS, AND SERVICES RELATED TOINSTALLATION OF THE WORK.

EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BEFURNISHED PROVIDED SUCH PROPOSED EQUIPMENT ISAPPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICE,CIRCUIT BREAKERS AND CONDUIT SIZES ARE APPROPRIATELYMODIFIED AT NO COST TO THE OWNER.

THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THEOTHER TRADES IN ORDER TO RESOLVE ANY CONFLICT THATMIGHT ARISE DUE TO THE LOCATION OF EQUIPMENT OR THE USEOF SPACE.

RUN ALL HORIZONTAL DUCTWORK ABOVE CEILING UNLESSOTHERWISE NOTED.

ALL ELBOWS IN DUCTWORK SHALL BE RADIUS ELBOWS UNLESSOTHERWISE NOTED. WHERE SQUARE ELBOWS ARE SHOWN,INSTALL TURNING VANES.

MAKE DUCT PENETRATIONS OF ALL WALLS WITH SHEET METALDUCTS. FLEXIBLE DUCT PENETRATIONS OF WALLS ARE NOTACCEPTABLE.

REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOREXACT LOCATION OF DIFFUSERS, REGISTERS, AND GRILLES.

DO NOT INSTALL EQUIPMENT OR DUCTWORK OVER ANYELECTRICAL EQUIPMENT OR ELECTRICAL SERVICE SPACE.

EXTEND DRAIN LINES TO NEAREST ROOF DRAIN OR ASINDICATED. ALL CONDENSATE DRAIN PIPING SHALL BE TRAPPEDAND PITCHED DOWN IN DIRECTION OF FLOW A MINIMUM OF 1"PER 10 FEET.

LAYOUT OF DUCTWORK IS DIAGRAMMATIC. RUN ALL EXPOSEDPIPING AND DUCTWORK AS HIGH AS POSSIBLE UNLESSOTHERWISE NOTED. ALLOW FOR RISES, DROPS AND OFFSETS ASREQUIRED.

DUCTWORK SIZES ARE INSIDE CLEAR DIMENSIONS.

INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE, AND REPAIR OR REPLACEMENT OF EQUIPMENTCOMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOREASE OF DISCONNECTING, WITH A MINIMUM OF INTERFERENCE WITHOTHER INSTALLATIONS

16.

17.

18.

19.

MECHANICAL CONTRACTOR SHALL PROVIDE AUTOMATIC CONTROLDEVICES, SUCH AS TEMPERATURE SENSORS, RELAYS, PRESSURESWITCHES WHICH ARE ASSOCIATED WITH MECHANICAL EQUIPMENTAND ASSOCIATED CONTROL WIRING FROM STARTER TO THE CONTROLDEVICE. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT ANDWIRING FROM POWER SOURCE TO DISCONNECT SWITCH, FROMDISCONNECT SWITCH TO STARTER, AND FROM STARTER TO THEEQUIPMENT.

ALL CONTROL WIRING EXCEPT IN EQUIPMENT ROOMS SHALL BE RUNCONCEALED. WIRING IN WALLS SHALL BE IN CONDUIT. ALL WIRINGSHALL BE PLENUM RATED. CONTROL WIRING IN EXPOSED AREAS SHALLBE BUNDLED AND SECURED OR RUN IN CONDUIT. NO WIRING SHALL BESURFACE MOUNTED IN FINISHED SPACES. ALL ELECTRICAL WORKSHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE.

LOCATE THERMOSTATS AND TEMPERATURE SENSORS 54" ABOVEFINISHED FLOOR OR AS NOTED ON THE PLANS.

GENERAL NOTES

REFER TO ELECTRICAL DRAWINGS FOR VOLTAGE AND PHASEREQUIREMENTS FOR ALL EQUIPMENT REQUIRING AN ELECTRICALCONNECTION.

SPACE TYPE WINTER INDOORDB (°F) %RH

WINTER OUTDOORDB (°F) WB (°F)

SUMMER INDOOR SUMMER OUTDOORDB (°F) %RH DB (°F) WB (°F)

DESIGN CONDITIONS

ADMIN SPACES 70 - 72 50 94 7519 -

MOTORVOLTAGE/PHASE

120/1

MOTOR STARTER SCHEDULE

MAXHP

NEMA STARTERSIZE

208/3208/3

1/31-1/2

3

0 00 00

208/3 7-1/2 1460/3 2 0 0460/3 5 0460/3 10 1460/3 25 2460/3 50 3460/3 100 4

SYSTEM

SUPPLY AIR DUCTWORK:

DUCT CONSTRUCTION AND LEAKAGE SCHEDULETYPE OF

PRESSURE

RANGE VENTILATION SUPPLY

SEALCLASSIFICATION(PER SMACNA)

LEAKAGE CLASS(CFM/100 SQ FT AT

1 IN. WG)

TYPE OFDUCTWORK

RTU SUPPLY TO VAV TERMINALS

VAV TERMINALS TO SUPPLY OUTLETS

SMACNAPRESSURECLASS (IN

WG)

POSITIVE RECTANGULARROUND

63+3 A

RETURN AIR DUCTWORK:

RANGE VENTILATION RETURN NEGATIVE RECTANGULAR

RECTANGULAR

6

6-5 A

EXHAUST AND OUTSIDE AIR DUCTWORK:

DUCTWORK UNDER POSITIVE CONDITIONS

DUCTWORK UNDER NEGATIVE CONDITIONS

TRANSFER AND RELIEF DUCTWORK:

DUCTWORK UNDER POSITIVE CONDITIONS

DUCTWORK UNDER NEGATIVE CONDITIONS

POSITIVE RECTANGULAR 6A

POSITIVE RECTANGULAR 6+2 A


63+2 A


63+2 A

+2

-2NEGATIVE

NEGATIVE -2 A

RECTANGULAR

RECTANGULAR

6

6

RTU RETURN NEGATIVE -1 A

A



1 2 3 4 5

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M-001

ABBREVIATIONSLEGEND AND

GENERAL NOTES

75


1

1

1

B3M-301

A1M-301

36"x12"OPENING INBOTTOM OFDUCT (TYP)

36"x12" OPENING INBOTTOM OF DUCT (TYP)

60"x44"

F-2

EF-2

60"x44"

14-LANERANGE

114

7

7

22"x22"

28"x28"

36"x32"

36"x44"

36"x44"

36"x32"

28"x28"

22"x22"

22"x22"

28"x28"

36"x32"

36"x44"

36"x44"

36"x32"

28"x28"

22"x22"

F-1

EF-1

FMS

FMS

P

P

1 2 3

F

A

A3M-301

LAUNDRY112

ELECTRICAL115

ARMORY110

WOMEN111

MEN109

WEAPONCLEANING

108

RANGESTORAGE

106

CORRIDOR102

COPYROOM

105DIRECTOR'S

OFFICE103

AGENCYOFFICE

104

14-LANERANGE

114

VESTIBULE101

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

20"ø

RD-13415(TYP)

RD-13415 (TYP)

T

T

T

T

T

T

T T

T

A8170

C8195

C8195

J8/8160

J8/6120

C6115

A10240

A10215

A8150G24/24

VAV-3

VAV-8

A10260

20"x16"

24"x14"

14"x12"12"x10"

12"x10"

VAV-2

VAV-5

VAV-6

VAV-7

VAV-4

52"x5

2"

SF-2

SF-1

UH-1

1

3

4

5

T

7

7

8

22"x22"

26"x26"

32"x30"

52"x52"

52"x52"

52"x5

2"

52"x52"

32"x30"

26"x26"

22"x22"22"x22"

26"x26"

32"x30"

52"x52"

52"x52"

32"x30"

26"x26"

22"x22"

52"x52"

B1M-301

FMS

FMS

P

P

G10/10G10/10

A8205

A6100

14"x12"

14"x12"

A6100

C8130

J8/6115

J8/6110

2

VAV-B

G10/10

G24/24

G10/10

J10/10

G10/10

10"ø

16 17 18 19 20

B

C

D

E

9

10"x8"

10"x8"12"x10"

10

11

14"x12"

12

10"ø

8"ø

DATA107

VAV-1

M

13

OA



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M-101

FLOOR PLANS -AREAS A AND B


CONSTRUCTION NOTES# KEY PLAN

GRAPHIC SCALE:

1 10X10 UP TO EF-3 ON ROOF.2 10X10 UP TO EF-4 ON ROOF.3 24X14 RA UP TO RTU-1 ON ROOF.4 32X16 SA UP TO RTU-1 ON ROOF.5 UP TO EF-5 ON ROOF.7 CONCRETE EQUIPMENT PAD; SEE DETAIL, SHEET CI102.8 FIRE RATED RETURN AIR PLENUM.9 4"Ø FLEXIBLE METALLIC DRYER EXHAUST DUCT (MAX

LENGTH = 8'-0") WITH WALL MOUNTED OUTLET.10 RTU-1 CONTROL PANEL.11 RANGE VENTILATION CONTROL PANEL RECESSED IN WALL.12 BMS PANEL.13 12X12 INTAKE LOUVER; SEE SHEET AE201 FOR LOCATION.

GENERAL NOTES1. OR GRILLE CONSTRUCTION NOTES ARE APPLICABLE

FOR SHEETS M-101 AND M-301.2. SEE SHEET GI101 FOR FIRE RATED PARTITIONS; SEE

SHEET GI004 FOR FOR FIRE RATED PARTITIONPENETRATION DETAILS.

3. SEE ROOF PLAN, AE105, FOR LOCATION OF ROOF-MOUNTED EQUIPMENT.

4. BRANCH DUCTS TO VAV TERMINALS SHALL BE SAMESIZE AS TERMNAL INLET.

5. RUNOUT DUCTS TO DIFFUSERS AND GRILLES SHALL BESAME SIZE AS DIFFUSER OR GRILLE NECK.

1/8" = 1'-0"FLOOR PLAN - AREA A

1/8" = 1'-0"FLOOR PLAN - AREA B

1/8" = 1' - 0"0 5' 10' 15' 30'

A B

1

1

1

RETURN AIRSUPPLY AIR

BRANCH DUCT

6"

MAIN DUCTMANUAL VOLUMEDAMPER

45°EXHAUST AIR

CLEANOUT

DRAIN LINE SHALL BE AT LEAST THE SAME SIZEAS THE CONNECTION ON THE EQUIPMENT

PITCH DOWNTOWARD DRAIN

DEPTH OF SEAL SHALL BE AMINIMUM = 0.5 X (FAN STATIC + 1")

CLEANOUT

EQUIPMENTCASING

MINIMUM = (1" XFAN STATIC +1")

(SECTION UNDER NEGATIVE PRESSURE)

DIMENSIONS INDICATEDIN PLAN VIEW AREINSIDE CLEAR

GRILLE

ACOUSTICALDUCT LINER

FIRE RATEDPARTITION

CEILING

ELEVATION VIEW

1 1/2 HOUR FIREDAMPER(DYNAMIC RATED)

8"MI

NIMU

MHE

IGHT

G24/24CEILING

ACOUSTICALLYLINED PLENUM

6" - 12"

24 PLENUM"

30"

FRONT VIEW SIDE VIEWRIGHT

30"

TOP VIEW

SEE DIFFUSERSCHEDULE

15"

1.375"4"

DOUBLE-WALLPERFORATED FACE

0.375"ØMOUNTING HOLE(TYP OF 5)

35"

4"

4" 4"

20"Ø30"20"36" MIN

30"

2"

1.375"21"

DOUBLE-WALL PERFORATED FRONT SECTION SHALL BE 0.050INCH ALUMINUM 3003-H14 AND SHALL WEIGH (PRIOR TOBEING PERFORATED) 0.713 POUNDS PER SQUARE FOOT. 0.050INCH ALUMINUM 3003-H14 PERFORATED FRONT SECTIONSHALL BE NON-COMBUSTIBLE, MOISTURE RESISTANT ANDDIMENSIONALLY STABLE. ALL PERFORATIONS SHALL BEROUND.

GENERAL CONSTRUCTION SHALL BE 22 GAUGE MINIMUMGALVANIZED SHEET METAL AND SHALL WEIGH 1.656 POUNDSPERSQUARE FOOT. GALVANIZED SHEET METAL SHALL BENON-COMBUSTIBLE, MOISTURE RESISTANT ANDDIMENSIONALLY STABLE.

DOUBLE WALL PERFORATED FRONT SECTION SHALL BEREMOVABLE TO GAIN ACCESS TO THE INTERIOR OF LAMINARAIRFLOW RADIAL DIFFUSER FOR ADJUSTMENT, INSPECTIONAND REQUIRED MAINTENANCE.

RADIAL DIFFUSER SPECIFICATIONS1.

2.

3.



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540411/17/2015JLDDRLEES

M-501

DETAILS

78NO SCALE

TYPICAL BRANCH DUCTCONNECTION DETAIL

NO SCALECONDENSATION TRAP DETAIL

NO SCALETRANSFER DUCT DETAIL

NO SCALERETURN GRILLE PLENUM DETAIL

NO SCALELAMINAR AIRFLOW RADIAL DIFFUSER (RD-1) DETAIL


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540411/17/2015JLDDRLEES

M-601

SCHEDULES

79

FAN SCHEDULE

MARK LOCATION TYPE SERVES CFMESP (IN

WG) BHP SONES DRIVEMOTOR

HP NOTESEF-1 GRADE CENTRIFUGAL

AIRFOILFIRING RANGE 37565 5.80 54.87 95 dBA BELT,

VFD60 1

EF-2 GRADE CENTRIFUGALAIRFOIL

FIRING RANGE 37565 5.80 54.87 95 dBA BELT,VFD

60 1

EF-3 ROOF CENTRIFUGAL,DOWN BLAST

MENS ROOM RM 109,WOMENS ROOM 111

280 0.30 0.03 4.6 DIRECT 1/6 3


WEAPONS CLEANING RM108

225 0.25 0.02 3.6 DIRECT 1/6 3


ELECTRICAL RM 115 150 0.20 0.02 3.7 DIRECT 1/60 4

SF-1 GRADE CENTRIFUGALAIRFOIL


30 2

SF-2 GRADE CENTRIFUGALAIRFOIL


30 2

FILTER SCHEDULE

Mark LOCATIONAIR

SYSTEM CFM

2" PLEATED PRE-FILTER HEPA

EFF.

APD (IN. WC)HEPA

EFFICIENCY

FACEAREA

(SQ FT)

HEPAFACE VEL

(FPM)

APD (IN. WC)

INITIAL FINAL INITIAL FINALF-1 GRADE EF-1 37565 MERV 13 0.25 1.0 99.97 80.0 500 1.5 3.0F-2 GRADE EF-2 37565 MERV 13 0.25 1.0 99.97 80.0 500 1.5 3.0

1. BASIS OF DESIGN: TRANE PRECEDENT MODEL WSC0722. ESP DOES NOT INCLUDE PRESSURE DROP OF FILTERS OR COILS WITHIN RTU3. REFRIGERANT: R-410A4. PROVIDE WITH MERV-8 DISPOSABLE FILTERS5. 0 - 100% ECONOMIZER WITH BAROMETRIC RELIEF

NOTES:

NOTE:1. BASIS OF DESIGN: TRANE MODEL UHAA.

NOTES:1. BASIS OF DESIGN: GREENHECK MODEL 40-AFSW-41. CW ROTATION, UPBLAST DISCHARGE.2. BASIS OF DESIGN: GREENHECK MODEL 40-AFSW-21, CW ROTATION, UPBLAST DISCHARGE.3. BASIS OF DESIGN: GREENHECK MODEL G-080-D.4. BASIS OF DESIGN: GREENHECK MODEL G-070-D.5. BASIS OF DESIGN: GREENHECK MODEL G-060-D.

NOTES:1. GALVANIZED STEEL, SIDE LOCK FILTER HOUSING WITH PRE-FILTER RACK AND 6 INCH BASE.

NOTES:1. BASIS OF DESIGN: PRICE MODEL SCD2. BASIS OF DESIGN: PRICE MODEL 80 TBP (PANEL MOUNTED)3. BASIS OF DESIGN: PRICE MODEL 80 BORDER STYLE TB4. BASIS OF DESIGN: PRICE MODEL 80, BORDER STYLE F, 1 1/4" FRAME5. BASIS OF DESIGN: RANGE VENTILATION DESIGN, INC., MODEL RD-3000.

ELECTRIC UNIT HEATER SCHEDULE

MARK LOCATION TYPE kWFANCFM

MTG HT(FT AFF)

UH-1 VESTIBULE RM 101 WALLMOUNTED

1.5 175 1'-0 "

PACKAGED ROOFTOP HEAT PUMP SCHEDULE

MARK LOCATION

SUPPLY FAN CAPACITY COOLING CAPACITY HEATING CAPACITY

MIN.COP

HEATINGCAPACITY FILTER PD (IN. WC)

SUPPLYAIR CFM

OACFM

ESP (INWG) BHP

TOTALCOOLING

(MBH)

SENSIBLECOOLING

(MBH)

ENTERING AIR(°F)

MINEER

REVERSE CYCLE HEATPUMP ELECTRIC

INITIAL FINALDB WBHEATING

(MBH) ENT AIRTEMP (°F) (KW)

RTU-1 ROOF 2075 775 0.8 0.77 76.5 58.2 81.5 66.6 11.4 38.8 60 3.3 18.0 0.25 1.0

BYPASS VARIABLE AIR VOLUME BOX SCHEDULE

MARK

MINIMUMINLET DIA

(IN.)

AIR FLOW(CFM)

NOTESMAX. MINVAV-1 6 240 145 1,2,4VAV-2 6 215 120 1,2,4VAV-3 6 150 50 1,2,4VAV-4 8 390 180 1,2,4VAV-5 6 170 105 1,2,4VAV-6 6 260 100 1,2,4VAV-7 6 245 135 1,2,4VAV-8 8 405 155 1,2,4VAV-B 14 X 12 1085 0 1,3,4

NOTES:1. BASIS OF DESIGN: TRANE VARITRAC.2. SINGLE-DUCT, COOLING ONLY TERMINAL.3. RECTANGULAR BYPASS TERMINAL.4. VAV TERMINALS ARE COMPONENTS OF A FACTORY

BY-PASS CONTROL SYSTEM FROM A SINGLEMANUFACTURER. PROVIDE ALL TERMINALS,SENSORS, CONTROLLERS, WIRING,TRANSFORMERS AND OTHER COMPONENTSNECESSARY FOR AN INTEGRATED BY-PASS VAVSYSTEMS. COORDIANATE WITH RTU AND DDCSYSTEM MANUFACTURER(S).

DIFFUSERS, REGISTERS AND GRILLES SCHEDULE

MARK ServiceCFM

RANGEMAX SP(IN WG)

NECK/COLLARSIZE (IN)

SHELLSIZE (IN) MOUNTING/TYPE

MAX THROW AT50 FPM (FT)

MAXNC NOTES

A6 SUPPLY AIR 0-120 0.04 6 24 X 24 LAY-IN LOUVER FACE 8 10 1A8 SUPPLY AIR 125-205 0.06 8 24 X 24 LAY-IN LOUVER FACE 12 16 1

A10 SUPPLY AIR 210-325 0.10 10 24 X 24 LAY-IN LOUVER FACE 15 22 1C6 SUPPLY AIR 0-120 0.04 6 24 X 24 SURFACE MOUNT LOUVER FACE 5 20 1C8 SUPPLY AIR 99-209 0.06 8 24 X 24 SURFACE MOUNT LOUVER FACE 12 16 1

G10/10 RETURN AIR 0-300 0.05 10 X 10 24 X 24 LAY-IN 1/2"X12"X12" EGGCRATE - 14 2G24/24 RETURN AIR 0-2000 -0.05 24 X 24 24 X 24 LAY-IN 1/2"X12"X12" EGGCRATE - 20 3

J8/6 EXHAUST AIR 95-145 0.07 8 X 6 24 X 24 SURFACE MOUNT 1/2"X1/2"X1/2"EGGCRATE

- 14 4

J8/8 EXHAUST AIR 150-230 0.07 8 X 8 24 X 24 SURFACE MOUNT 1/2"X1/2"X1/2"EGGCRATE

- 17 4

J10/10 RETURN AIR 0-300 0.05 10 X 10 24 X 24 SURFACE MOUNT 1/2"X1/2"X1/2"EGGCRATE

- 20 4

RD-1 SUPPLY AIR 3415 1.25 20 42 - - - 5


1

DDC CONTROL POINTS

POINT NAME AI AO BI BO TREND ALARMSHOWN

ONGRAPHIC

EXHAUST AIR DUCT LOW LIMIT STATIC PRESSUREEXHAUST AIR FLOW RATEEXHAUST AIR PRE-FILTER DIFFERENTIAL PRESSURE

EXHAUST FAN - START / STOPEXHAUST FAN STATUSEXHAUST FAN VFD SPEEDEXHAUST FAN VFD SPEED SETPOINT

X

X

XX

EXHAUST FAN VFD FAULT

EXHAUST AIR HEPA FILTER DIFFERENTIAL PRESSURE

X

XXXX

SUPPLY FAN - START / STOPSUPPLY FAN STATUSSUPPLY FAN VFD SPEEDSUPPLY FAN VFD SPEED SETPOINTSUPPLY FAN VFD FAULTSUPPLY AIR FLOW RATESUPPLY AIR DUCT HIGH LIMIT STATIC PRESSURERANGE CONTROL PANEL STATUSRANGE DOOR STATUS

MAINTENANCE DOOR STATUSRANGE STATUS

XXX

XX

X

X

X

X

X

XX

X

XX

X

XX

XX

X

XX

XX

XX

XX

XXXXX

XX

XX

RANGE VENTILATION SYSTEM

OVERVIEW:

THE RANGE VENTILATION SYSTEM SHALL BE CONTROLLED LOCALLY THROUGH THE RANGE CONTROLPANEL. THE RANGE CONTROL PANEL SHALL BE LOCATED IN A RECESSED ENCLOSURE AT THE BACK WALLOF THE RANGE (BEHIND THE FIRING LINE). THE SYSTEM SHALL OPERATE IN THREE MODES: "SAFE TOSHOOT", "RANGE SECURED" OR "UNOCCUPIED". THE SYSTEM CONSISTS OF TWO SUPPLY FANS (SF-1 & SF-2) AND TWO EXHAUST FANS (EF-1 & EF-2). ALL FANS SHALL OPERATE SIMULTANEOUSLY AS A SINGLESYSTEM.

RANGE VENTILATION CONTROL PANEL (RVCP):THE RANGE CONTROL PANEL SHALL ALLOW THE RANGE OPERATOR TO START OR STOP THE SYSTEMTHROUGH AN ON/OFF SWITCH. WHEN INDEXED TO “OFF”, THE SYSTEM SHALL BE UNDER FULL BASCONTROL. WHEN INDEXED TO “ON”, THE SYSTEM SHALL BE STARTED IN PREPARATION FOR LIVE FIRETRAINING. THE PANEL SHALL HAVE AN INTERACTIVE DISPLAY MODULE THAT REPORTS EQUIPMENT ANDSYSTEM STATUS, INCLUDING DOOR STATUSES, AS WELL AS ANY SYSTEM WARNINGS AND ALARMSREPORTED BY THE BAS. THE PANEL SHALL HAVE THE FOLLOWING LIGHTS WITH INDICATOR LABELS:

1. GREEN - “SAFE-TO-SHOOT”, ILLUMINATES ONLY AFTER THE VENTILATION SYSTEM IS BROUGHT TOOPERATIONAL LEVEL AND NO WARNINGS OR ALARMS ARE INDICATED.

2. RED - “RANGE SECURED”, ILLUMINATES ANY TIME THE SYSTEM IS NOT AT THE OPERATIONALLEVEL.3. YELLOW - “WARNING”, ILLUMINATES WHENEVER THE BAS REPORTS ANY MONITORED PARAMETERIS OUT OF RANGE.4. RED - “ALARM”, ILLUMINATES WHENEVER THE BAS REPORTS ANY EQUIPMENT FAILURE OR OTHER

ALARM CONDITION. THE PANEL SHALL HAVE AN AUDIBLE ALARM THAT ACTIVATES WHENEVER ANALARM CONDITION IS INDICATED AT THE PANEL.

SEE ELECTRICAL DRAWING, SHEET EL502, FOR RANGE VENTILATION PANEL DETAIL AND ADDITIONALINFORMATION.

INDICATOR LIGHTS ON THE RVCP SHALL ALSO BE USED TO INDICATE THE STATUS OF THE OVERHEADDOORS AND THE PERSONNEL DOORS THAT ENTER ONTO THE RANGE AND THE BULLET TRAPMAINTENANCE AREA DOORS. THE RVCP ALSO INTERACTS WITH FIRING RANGE INTERIOR AND EXTERIORWARNING LIGHTS. SPECIFICALLY, THE RVCP SHALL PERFORM THE FOLLOWING FUNCTIONS:1. PRIOR TO ACHIEVING “SAFE-TO-SHOOT” STATUS, ANY OPEN DOOR CONDITION SHALL PREVENT THE

RVCP FROM ACHIEVING “SAFE-TO-SHOOT” STATUS AND SHALL ILLUMINATE THE YELLOW WARNINGLIGHT ON THE RVCP. THE LIGHT SWITCH IN THE BULLET TRAP MAINTENANCE AREA IN THE “ON”POSITION INDICATING THAT SOMEONE MAY BE IN THE MAINTENANCE AREA ALSO PREVENTS THERVCP

FROM ACHIEVING “SAFE-TO-SHOOT” STATUS AND ILLUMINATES THE YELLOW WARNING LIGHTON THE RVCP.2. IN “SAFE-TO-SHOOT” MODE, IF THE BULLET TRAP MAINTENANCE AREA DOOR STATUS SWITCH

INDICATES A DOOR OPEN CONDITION, THE GREEN “SAFE-TO-SHOOT” LIGHT ON THE RVCP ISEXTINGUISHED, THE RED ALARM LIGHT ON THE RVCP ILLUMINATES, AND THE AMBER WARNING LIGHTON THE RANGE ILLUMINATES. THE VENTILATION SYSTEM OPERATIONAL STATUS REMAINSUNCHANGED.

3. IN “SAFE-TO-SHOOT” MODE, IF THE BULLET TRAP MAINTENANCE AREA LIGHT SWITCH IS IN THE “ON”POSITION, THE GREEN “SAFE-TO-SHOOT” LIGHT ON THE RVCP IS EXTINGUISHED, THE RED ALARM LIGHTON THE RVCP ILLUMINATES AND THE AMBER WARNING LIGHT ON THE RANGE ILLUMINATES. THEVENTILATION SYSTEM OPERATIONAL STATUS REMAINS UNCHANGED.

4. IN “SAFE-TO-SHOOT” MODE, IF ANY OF THE DOOR STATUS SWITCHES FOR DOORS THAT OPEN ONTOTHE RANGE INDICATES A DOOR OPEN CONDITION FOR LONGER THAN 2 MINUTES (ADJ.), THE GREEN“SAFE-TO-SHOOT” LIGHT ON THE RVCP IS EXTINGUISHED, THE RED ALARM LIGHT ON THE RVCPILLUMINATES AND THE AMBER WARNING LIGHT ON THE RANGE ILLUMINATES. THE VENTILATIONSYSTEM OPERATIONAL STATUS REMAINS UNCHANGED.

5. DOOR STATUS SWITCH AND MAINTENANCE AREA LIGHT SWITCH ALARM CONDITIONS SHALL CLEARAUTOMATICALLY. WHEN ALL ALARM CONDITIONS HAVE CLEARED, ALL WARNING LIGHTS ON THE RANGEARE EXTINGUISHED, THE RED ALARM LIGHT ON THE RVCP IS EXTINGUISHED AND THE GREEN“SAFE-TO-SHOOT” LIGHT IS ILLUMINATED.

6. UPON ACHIEVING “SAFE-TO-SHOOT” STATUS, THE RVCP SHALL ACTIVATE THE RED EXTERIOR WARNINGLIGHTS ON THE EXTERIOR OF THE FACILITY TO INDICATE THAT THE RANGE IS IN USE.

ENABLEMENT:1. PRIOR TO COMMENCING LIVE FIRE TRAINING ACTIVITIES, THE RANGE OPERATOR SHALL ENABLE

THE SYSTEM FROM THE RANGE CONTROL PANEL THROUGH THE SYSTEM ON/OFF SWITCH,UNLESS:A. THE SYSTEM IS MANUALLY SHUT DOWN, ORB. THE SYSTEM IS DIRECTED BY THE BAS TO SHUT DOWN

2. LOSS OF SIGNAL - IF AT ANYTIME THE BAS NETWORK LOSES CONTACT WITH THERANGE CONTROL PANEL:A. THE SYSTEM SHALL SHUT DOWN, ANDB. AN EQUIPMENT FAILURE ALARM CONDITION IS INDICATED AT THE RANGE CONTROL PANEL

RANGE SYSTEM ON/OFF SWITCH:1. ON - WHEN THE SYSTEM SWITCH IS INDEXED TO “ON”:

A. THE SUPPLY FANS AND EXHAUST FANS START AND RAMP UP TO THEIR OPERATING SPEEDSTHROUGH THEIR VARIABLE FREQUENCY DRIVES (VFD)

B. WHEN THE FANS ARE AT THEIR DESIGN AIR FLOW AS INDICATED BY THEIR RESPECTIVE AIRFLOW MEASURING STATIONS AND NO ALARM OR TROUBLE CONDITIONS ARE ACTIVATED, ASIGNAL SHALL BE SENT TO THE RANGE CONTROL PANEL TO DE-ENERGIZE THE RED “RANGESECURED” LIGHT AND ENERGIZE THE GREEN “READY TO SHOOT” LIGHT ON THE PANEL

C. IF ANY FAN OPERATION IS NOT VERIFIED BY A CURRENT SENSING RELAY ON ITS MOTORLEADS WITHIN 60 SECONDS OF ITS START SIGNAL OR AT ANY OTHER TIME WHEN IT ISSUPPOSED TO BE OPERATING, AN EQUIPMENT FAILURE ALARM IS ISSUED FOR THE FAN ANDTHE SYSTEM IS COMMANDED TO STOP.

D. IF ANY FAN HAS NOT REACH ITS DESIGN AIR FLOW WITHIN 5 MINUTES OF ITS START SIGNALOR AT ANY OTHER TIME WHEN IT IS SUPPOSED TO BE RUNNING AT DESIGN CAPACITY, ANEQUIPMENT FAILURE ALARM IS ISSUED FOR THE FAN AND THE SYSTEM IS COMMANDED TOSTOP.

E. FAILURE OF ANY OF THESE CONTROL POINTS TO BE SATISFIED SHALL ENERGIZE THE RED"RANGE SECURED" LIGHT ON THE RANGE CONTROL PANEL, ALARM AT THE BAS AND THERANGE CONTROL PANEL, SOUND AN ALARM HORN AFTER A 5-MINUTE (ADJUSTABLE) DELAYAND DE-ENERGIZE THE GREEN LIGHT.

2. OFF - WHEN THE SYSTEM SWITCH IS INDEXED TO “OFF”:A. THE GREEN “READY TO SHOOT” LIGHT IS DE-ENERGIZEDB. THE RED “RANGE SECURED” LIGHT IS ENERGIZED

OPERATION:1. “SAFE TO SHOOT” - UPON SYSTEM ACHIEVING “SAFE TO SHOOT” STATUS:

A. THE SUPPLY FAN VARIABLE SPEED DRIVE MODULATES THE SUPPLY FAN SPEED TOMAINTAIN DESIGN SUPPLY AIR FLOW

B. THE EXHAUST FAN VARIABLE SPEED DRIVE MODULATES THE EXHAUST FAN SPEED TOMAINTAIN 10% DIFFERENTIAL OF EXHAUST AIR FLOW ABOVE SUPPLY AIR FLOW

SAFETIES:1. VFD FAULT - IF A SUPPLY OR EXHAUST FAN VFD INDICATES A FAULT CONDITION:

A. THE SYSTEM IS SHUT DOWNB. AN EQUIPMENT FAILURE ALARM IS ISSUED, ANDC. THE CONDITION MUST BE MANUALLY RESET.

2. EQUIPMENT FAILURE ALARMS SHALL BE ISSUED AS FOLLOWS:A. FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFFB. FAN RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON

3. FILTER DIFFERENTIAL PRESSURE - UPON SENSING EXCESSIVE DIFFERENTIAL PRESSUREACROSS ANY OF THE FILTER MODULES:A. A WARNING SIGNAL IS SENT TO THE BAS AND TO THE RANGE CONTROL PANEL. SEE FILTER

SCHEDULE ON SHEET M-601 FOR RECOMMENDED FILTER FINAL PRESSURES.4. HIGH STATIC PRESSURE - UPON SENSING SUPPLY AIR DUCT STATIC PRESSURE ABOVE THE

HIGH LIMIT SET POINT (TO BE ESTABLISHED UPON COMPLETION OF TAB WORK):A. THE SYSTEM SHALL SHUT DOWNB. AN ALARM IS ISSUED TO THE BAS AND TO THE RANGE CONTROL PANEL, ANDC. THE CONDITION MUST BE MANUALLY RESET.

5. LOW STATIC PRESSURE - UPON SENSING EXHAUST AIR DUCT STATIC PRESSURE BELOW THELOW LIMIT SET POINT (TO BE ESTABLISHED UPON COMPLETION OF TAB WORK):A. THE SYSTEM SHALL SHUT DOWNB. AN ALARM IS ISSUED TO THE BAS AND TO THE RANGE CONTROL PANEL, ANDC. THE CONDITION MUST BE MANUALLY RESET.

M

VFDCT

AO

BOBI

AI AIBI

P FMS

AI

BI

BI

BI

RANGE VENTILATION SYSTEM CONTROL DIAGRAM

SUPPLY FAN

SA

RANGE PERSONNEL DOOR STATUS

MAINTENANCE DOOR STATUS

ROLL UP DOOR STATUS

M

CTVFD

BIAO

BO

DPS

AI AIAI

PBI

DPS

AI

FMS

AI

EA

EXHAUST FAN

OA

EA

PRE-FILTER HEPAFILTER

(EF-1, EF-2)

(SF-1, SF-2)

(TYPICAL FOR EF-1/SF-1 AND EF-2/SF-2)

S

S

S

RANGE PERSONNEL DOOR STATUS X X

X

1

ETHERNET

BACNET

CONTROL SYSTEM ARCHITECTURE

MAINBUILDING

CONTROLLER

SFCONTROLLER

EFCONTROLLER

RTU-1CONTROLLER

MISCELLANEOUSCONTROLLER

RANGECONTROL

PANEL

CHANGEOVERBYPASS

VAV SYSTEM

BUILDINGLAN

M

EXHAUST SYSTEM (EF-3 & EF-4)

SEQUENCE OF OPERATIONTHE EXHAUST FAN SHALL BE CONTROLLED BY THEBUILDING DDC SYSTEM. THE FAN SHALL BEINTERLOCKED TO RUN WHENEVER RTU-1 IS IN THEOCCUPIED MODE. WHEN ENERGIZED TO RUN, THEEXHAUST DAMPER SHALL OPEN. AFTER PROVINGOPEN, THE EXHAUST FAN SHALL START AND SHALLRUN CONTINUOUSLY. WHEN COMMANDED TO STOP,THE EXHAUST FAN SHALL STOP AND THE EXHAUSTDAMPER SHALL CLOSE AFTER A 30 SECOND DELAY.

EA

MS

CSR

BI

BO

M BO

ES

BI

EXHAUST SYSTEMDDC CONTROL POINTS


ONGRAPHIC

EXHAUST FAN START/STOPEXHAUST FAN STATUSEXHAUST DAMPER OPEN / CLOSEEXHAUST DAMPER POSITIONEXHAUST FAN FAILUREEXHAUST DAMPER FAILURE

XX X

XX X

XX

M

EXHAUST SYSTEM (EF-5)

SEQUENCE OF OPERATIONTHE EXHAUST FAN SHALL BE CONTROLLED BY THEBUILDING DDC SYSTEM. ON A RISE IN SPACETEMPERATURE ABOVE 80°F (ADJ), THE INTAKE ANDEXHAUST DAMPERS SHALL OPEN. AFTER PROVINGOPEN, THE EXHAUST FAN SHALL START AND SHALLRUN CONTINUOUSLY. ON A FALL IN SPACETEMPERATURE BELOW 78°F (ADJ), THE FAN SHALLSTOP AND THE INTAKE AND EXHAUST DAMPERS SHALLCLOSE AFTER A 30 SECOND DELAY. FAN SHALLREMAIN OFF AT LEAST TEN MINUTES BEFORERESTARTING.AN ALARM SHALL BE GENERATED IF THESPACE TEMPERATURE RISES ABOVE 95°F (ADJ).

EA

MS

CSR

BI

M BO

ES

BI

EXHAUST SYSTEMDDC CONTROL POINTS


ONGRAPHIC

EXHAUST FAN START/STOPEXHAUST FAN STATUSEXHAUST DAMPER OPEN / CLOSEEXHAUST DAMPER POSITIONEXHAUST FAN FAILUREEXHAUST DAMPER FAILURE

XX X

XX

XX

SPACE TEMPERATURESPACE TEMPERATURE SET POINT

HIGH SPACE TEMPERATURE

XX

X XX

X

T

AO

AI

BO

M ES

BIAO

X

INTAKE DAMPER OPEN/CLOSEINTAKE DAMPER POSITIONINTAKE DAMPER FAILURE

XX

X

X



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540411/17/2015JLDDRLEES

M-801

CONTROLSEQUENCES

DIAGRAMS ANDPOINTS LISTS

80


1

TT

T

ROOFTOP AIR HANDLING UNIT (RTU-1) AND BYPASS VAV SYSTEM

DPS

AI

AI

M

BO

AI

AI

FMS AI

AO

AO

AI

BI

AI

OA

CSR

BI

RA

P

AI

DA

BYPASS DAMPER

AI

PANEL

AOAO

ZONE VAV TERMINAL

AO

CO2

AI

DX COIL AUX ELECHEAT

SA

(ROOM 103 ONLY)

CONTROLRTU

RTU-1 AIR HANDLING SYSTEM

OVERVIEW:

THE ROOF TOP AIR HANDLING UNIT (RTU) IS CONTROLLED BY A DEDICATED CENTRAL CONTROLPANEL (CCP) THAT IS PART OF A BYPASS VAV SYSTEM. ALL SYSTEM COMPONENTS (AIR HANDLINGUNIT, VAV TERMINALS AND CONTROLS) SHALL BE BY THE SAME SYSTEM MANUFACTURER. THE CCPIS CONNECTED TO THE BUILDING AUTOMATION SYSTEM. THE CCP SHALL PLACE THE UNIT INOCCUPIED OR UNOCCUPIED MODE BASED ON ITS USER DEFINABLE INTERNAL OCCUPANCYPROGRAM. THE CCP SHALL POLL THE ASSOCIATED ZONE TEMPERATURE SENSORS TO DETERMINEIF THE UNIT SHALL BE PLACED IN THE HEATING MODE OR COOLING MODE. THERE SHALL BE AMINIMUM 5°F DEAD-BAND BETWEEN HEATING AND COOLING MODES FOR THE UNIT. ALL CONTROLFUNCTIONALITY AND SUPERVISORY INFORMATION INCLUDING ALARMS AVAILABLE AT THE CCPSHALL ALSO BE AVAILABLE AT THE MAIN DDC CONTROL PANEL.

ENABLEMENT:

THE SYSTEM CENTRAL CONTROL PANEL ENABLES OR DISABLES THE RTU UNLESS THE CONTROLSAREMANUALLY SHUT DOWN, OR DIRECTED BY THE BAS TO SHUT DOWN. ONCE ENABLED, THE RTUOPERATES UNDER ITS FACTORY INSTALLED CONTROLS

OPERATION:

UNOCCUPIED MODE - IN THE UNOCCUPIED MODE: THE RTU SHALL BE DE-ENERGIZED, AND THEOUTDOOR AIR DAMPER SHALL BE CLOSED.

ZONE TEMPERATURE SET POINTS - UNOCCUPIED TEMPERATURE SET POINTS ARE ADJUSTABLEAND ARE INITIALLY AS FOLLOWS:

HEATING - 60°FCOOLING - 80°F

UNIT DISCHARGE AIR TEMPERATURE SET POINTS - DISCHARGE AIR TEMPERATURE SET POINTS AREADJUSTABLE AND ARE INITIALLY AS FOLLOWS:

HEATING - 90°FCOOLING - 57°F (DISABLED IN ECONOMIZER MODE)

HEATING REQUIRED - ON A CALL FOR HEATING (DETERMINED BY THE CCP POLLING ALL ASSOCIATEDZONE SENSORS TO SEE IF 50% OF THE SENSORS ARE AT LEAST 2°F BELOW THE UNOCCUPIEDTEMPERATURE SET POINT OR IF ANY INDIVIDUAL ZONE SENSOR IS BELOW 55°F), THE RTU FANCYCLES ON AND RUNS CONTINUOUSLY. THE OUTDOOR AIR DAMPER REMAINS CLOSED. THE HEATPUMP IS ENERGIZED AND THE UNIT OPERATES UNDER ITS FACTORY INSTALLED CONTROLS. UPONALL ZONES REPORTING SATISFIED UNOCCUPIED TEMPERATURE THE HEAT PUMP IS DISABLED ANDTHE UNIT CYCLES OFF. A BUILT-IN ANTI-SHORT-CYCLE TIMER SHALL PREVENT UNIT FROM CYCLINGON/OFF TOO FREQUENTLY.

COOLING REQUIRED - ON A CALL FOR COOLING (DETERMINED BY THE CCP POLLING ALL ASSOCIATEDZONE SENSORS TO SEE IF 50% OF THE SENSORS ARE AT LEAST 2°F ABOVE THE UNOCCUPIEDTEMPERATURE SET POINT OR IF ANY INDIVIDUAL ZONE SENSOR IS ABOVE 85°F) THE RTU FANCYCLES ON AND RUNS CONTINUOUSLY. THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED. THEUNIT OPERATES UNDER ITS FACTORY INSTALLED CONTROLS TO STAGE THE COMPRESSORS ASNECESSARY. UPON ALL ZONES REPORTING SATISFIED UNOCCUPIED TEMPERATURE COOLING ISDISABLED AND THE UNIT CYCLES OFF. BUILT-IN ANTI-SHORT-CYCLE TIMER SHALL PREVENT UNITFROM CYCLING ON/OFF TOO FREQUENTLY.

MORNING WARM-UP/COOL DOWN - PRIOR TO SCHEDULED OCCUPANCY PERIODS, THE SYSTEMSHALL BE PLACED IN WARM-UP OR COOL-DOWN MODE TO BRING SPACES TO THEIR OCCUPIEDTEMPERATURE SET POINTS. THIS SHALL BE ACHIEVED BY STAGING THE UNIT FOR HEATING ORCOOLING AS DETERMINED BY THE CENTRAL CONTROL PANEL. THE OUTDOOR AIR DAMPER SHALLREMAIN CLOSED DURING WARM-UP OR COOL- DOWN MODE.

ZONE TEMPERATURE SET POINTS -OCCUPIED TEMPERATURE SET POINTS ARE ADJUSTABLE ANDARE INITIALLY AS FOLLOWS:


UNIT DISCHARGE AIR TEMPERATURE SET POINTS - DISCHARGE AIR TEMPERATURE SET POINTS AREADJUSTABLE AND ARE INITIALLY AS FOLLOWS:

HEATING - 90°FCOOLING - 57°F (DISABLED IN ECONOMIZER MODE)

HEATING REQUIRED - WHEN THE SYSTEM IS IN HEATING MODE, THE FAN ISENERGIZED AND RUNS CONTINUOUSLY. THE HEAT PUMP IS ENERGIZED AND THE UNITOPERATES UNDER ITS FACTORY INSTALLED CONTROLS TO MAINTAIN THE LEAVINGAIR TEMPERATURE SET POINT. WHEN ALL ZONES ARE SATISFIED THE HEAT PUMPSHALL CYCLE OFF. A BUILT-IN ANTI-SHORT-CYCLE TIMER SHALL PREVENT THE HEATPUMP FROM CYCLING ON/OFF TOO FREQUENTLY.

COOLING REQUIRED - WHEN THE SYSTEM IS IN THE COOLING MODE, THE FAN ISENERGIZED AND RUNS CONTINUOUSLY. THE UNIT OPERATES UNDER ITS FACTORYINSTALLED CONTROLS TO STAGE THE COMPRESSORS AS NECESSARY TO MAINTAINTHE LEAVING AIR TEMPERATURE SET POINT. WHEN ALL ZONES ARE SATISFIED THECOMPRESSOR SHALL CYCLE OFF. A BUILT-IN ANTI-SHORT-CYCLE TIMER SHALLPREVENT THE COMPRESSORS FROM CYCLING ON/OFF TOO FREQUENTLY. IF ANYINDIVIDUAL ZONE TEMPERATURE SET POINT IS NOT SATISFIED WHEN ALL ZONE AIRVALVES ARE 100% OPEN, THEN THE AIR HANDLING UNIT LEAVING AIR TEMPERATURESHALL BE GRADUALLY RESET LOWER TO A MINIMUM OF 48°F AND THE UNITCONTROLS SHALL STAGE THE COMPRESSORS FOR MAXIMUM CAPACITY.

ECONOMIZER OPERATION:

RTU SHALL OPERATE IN ECONOMIZER MODE WHENEVER THE UNIT IS IN COOLINGMODE AND THE OUTDOOR TEMPERATURE IS LESS THAN 65°F. ECONOMIZER SHALLPROVIDE UP TO 100% OF THE DESIGN SUPPLY AIR QUANTITY AS OUTDOOR AIR FORCOOLING. ECONOMIZER SHALL AUTOMATICALLY REDUCE OUTDOOR AIR INTAKE TOTHE DESIGN MINIMUM WHEN OUTDOOR AIR INTAKE WILL NO LONGER SATISFYCOOLING DEMAND. ECONOMIZER MODE SHALL BE DISABLED AND MECHANICALCOOLING ENABLED WHENEVER THE UNIT IS IN THE COOLING MODE AND THEOUTDOOR TEMPERATURE IS GREATER THAN 65°F.

VAV TERMINALS SHALL OPERATE AS DESCRIBED HEREIN ON A CALL FOR COOLING.

AUXILIARY ELECTRIC HEAT

HEAT PUMP CONTROLS SHALL PREVENT SUPPLEMENTAL ELECTRIC HEATEROPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONEDURING BOTH STEADY-STATE OPERATION AND SETBACK RECOVERY.SUPPLEMENTAL HEATER OPERATION IS PERMITTED DURING OUTDOOR COILDEFROST CYCLES.

SAFETIES:EQUIPMENT FAILURE - IF THE UNIT'S INTERNAL CONTROLS SHUT IT DOWN DUE TO AFAULT CONDITION:

AN EQUIPMENT FAILURE ALARM IS ISSUED, AND THE UNIT CONTROLS MUST BEMANUALLY RESET BEFORE IT IS ALLOWED TO RE-START

FILTER DIFFERENTIAL PRESSURE - UPON SENSING EXCESSIVE DIFFERENTIALPRESSURE SENSOR ACROSS THE AIR FILTERS:

A WARNING SIGNAL IS SENT TO THE CCP AND TO THE BAS

HIGH LIMIT LEAVING AIR TEMPERATURE - ON SENSING A SUPPLY AIR TEMPERATUREABOVE 110°F (ADJUSTABLE):

THE SYSTEM SHALL SHUT DOWN. AN ALARM IS ISSUED TO THE CCP AND BAS,AND THE CONDITION MUST BE RESET MANUALLY.

LOW LIMIT LEAVING AIR TEMPERATURE - ON SENSING A SUPPLY AIR TEMPERATUREBELOW 45°F (ADJUSTABLE):

THE SYSTEM SHALL SHUT DOWN. AN ALARM IS ISSUED TO THE CCP AND BAS,AND THE CONDITION MUST BE MANUALLY RESET.

DUCT SMOKE DETECTOR:

ON SENSING PRODUCTS OF COMBUSTION AT THE RETURN AIR DUCT SMOKEDETECTOR:

THE SYSTEM IS SHUT DOWN AND AN ALARM IS SENT TO THE CCP AND TO THEBAS. SMOKE DETECTION STATUS IS ALSO SENT TO THE BUILDING FIRE ALARMCONTRL PANEL.

BYPASS VAV SYSTEM

OVERVIEW:

THE SYSTEM IS A BYPASS VAV SYSTEM AND IS CONTROLLED BY THE DEDICATEDCENTRAL CONTROL PANEL (CCP) DESCRIBED ABOVE. ALL SYSTEM COMPONENTS(AIR HANDLING UNIT, VAV TERMINALS AND CONTROLS) SHALL BE BY THE SAMESYSTEM MANUFACTURER.

ENABLEMENT:

THE CENTRAL CONTROL PANEL ENABLES THE SYSTEM AND PLACES THE SYSTEM INOCCUPIED MODE OR UNOCCUPIED MODE ACCORDING TO THE USER DEFINABLEOCCUPANCY SCHEDULE UNLESS:

THE SYSTEM IS MANUALLY SHUT DOWN, OR DIRECTED BY THE BAS TO SHUTDOWN. OCCUPANCY OVERRIDE - ZONE TEMPERATURE SENSORS HAVE ANOCCUPANCY OVERRIDE PUSHBUTTON THAT TEMPORARILY PLACES THE SYSTEMIN THE OCCUPIED MODE FOR A MINIMUM OF 1 HOUR (ADJUSTABLE).

ZONE CONTROL DAMPERS ARE UNDER CONTROL OF THEIR RESPECTIVE ZONETEMPERATURE SENSORS.

OPERATION:

UNOCCUPIED MODE - IN THE UNOCCUPIED MODE:ALL ZONE DAMPERS ARE AT THEIR MINIMUM POSITIONS.BYPASS DAMPER IS AT 50% POSITION.

ZONE TEMPERATURE SET POINTS - UNOCCUPIED TEMPERATURE SET POINTS AREADJUSTABLE AND ARE INITIALLY AS FOLLOWS:


HEATING REQUIRED - WHENEVER THE CCP DETERMINES THAT HEATING IS REQUIRED(AS DESCRIBED ABOVE), THE ZONE DAMPER SHALL MODULATE OPEN UNTIL THEZONE TEMPERATURE IS SATISFIED.

COOLING REQUIRED - WHENEVER THE CCP DETERMINES THAT COOLING IS REQUIRED(AS DESCRIBED ABOVE), THE ZONE DAMPER SHALL MODULATE OPEN UNTIL THEZONE TEMPERATURE IS SATISFIED.

OCCUPIED MODE - IN THE OCCUPIED MODE:ZONE TEMPERATURE SET POINTS -OCCUPIED TEMPERATURE SET POINTS AREADJUSTABLE AND ARE INITIALLY AS FOLLOWS:


HEATING REQUIRED - ON A FALL IN ZONE TEMPERATURE BELOW THE OCCUPIED SETPOINT, THE ZONE DAMPER SHALL MODULATE OPEN UNTIL THE ZONE TEMPERATUREIS SATISFIED. ON A RISE IN ZONE TEMPERATURE ABOVE THE OCCUPIED SET POINT,THE REVERSE SHALL OCCUR.

COOLING REQUIRED - ON A RISE IN ZONE TEMPERATURE ABOVE THE OCCUPIED SETPOINT, THE ZONE DAMPER SHALL MODULATE OPEN UNTIL THE ZONE TEMPERATUREIS SATISFIED. ON A FALL IN ZONE TEMPERATURE BELOW THE OCCUPIED SET POINT,THE REVERSE SHALL OCCUR.

DUCT STATIC PRESSURE & BYPASS DAMPER

ON A RISE IN SUPPLY DUCT STATIC PRESSURE ABOVE THE SYSTEM SET POINT, THEBYPASS DAMPER MODULATES OPEN.

ON A FALL IN DUCT STATIC PRESSURE BELOW THE SET POINT MINUS 10%, THEREVERSE SHALL OCCUR.STATIC PRESSURE SENSOR SET POINT SHALL BE ESTABLISHED IN ACCORDANCEWITH THE SYSTEM EQUIPMENT MANUFACTURER'S WRITTEN RECOMMENDATIONS.

OCCUPANCY OVERRIDE - ZONE TEMPERATURE SENSORS HAVE AN OCCUPANCYOVERRIDE PUSHBUTTON THAT, WHEN INITIATED, TEMPORARILY PLACES THE SYSTEM INTHE OCCUPIED MODE FOR A MINIMUM OF 1 HOUR (ADJUSTABLE).

MORNING WARM-UP- WHEN THE CCP SCHEDULE PLACES THE SYSTEM IN MORNINGWARM-UP MODE:

ZONE TEMPERATURES ARE SET TO THE OCCUPIED MODE, HEATINGTEMPERATURE SET POINT,ZONE AIR VALVES MODULATE TO THEIR FULL OPEN POSITION. UPON ACHIEVINGTHE ZONE TEMPERATURE, THE ZONE AIR VALVE MODULATES TO ITS MINIMUM

POSITION.

MORNING COOL DOWN - WHEN THE CCP SCHEDULE PLACES THE SYSTEM IN MORNINGCOOL DOWN MODE:

ZONE TEMPERATURES ARE SET TO THE OCCUPIED MODE, COOLINGTEMPERATURE SET POINT,ZONE AIR VALVES MODULATE TO THEIR FULL OPEN POSITION. UPON ACHIEVINGTHE ZONE TEMPERATURE, THE ZONE AIR VALVE MODULATES TO ITS MINIMUM

POSITION

CARBON DIOXIDE (CO2) SENSOR - ON SENSING ZONE CO2 CONCENTRATION ABOVE1500-PPM (ADJUSTABLE), THE CORRESPONDING ZONE AIR VALVE MODULATES FULLYOPEN. ON A FURTHER RISE IN ZONE CO2 CONCENTRATION ABOVE 1750-PPM(ADJUSTABLE) THE CCP COMMANDS THE RTU OUTSIDE AIR DAMPER TO MODULATEOPEN UNTIL THE ZONE CONCENTRATION FALLS BELOW 1500-PPM. ON FURTHER RISE INZONE CO2 CONCENTRATION ABOVE 2000-PPM (ADJUSTABLE), AN AUDIBLE ALARM ISGENERATED AT THE ZONE CO2 SENSOR AND SENT TO THE CCP. THE ALARM SHALLAUTOMATICALLY RESET ON A FALL IN CO2 CONCENTRATION BELOW 1750-PPM.

SAFETIES:

HIGH ZONE TEMPERATURE - UPON SENSING A ZONE TEMPERATURE 10°F ABOVE ITS SETPOINT:

AN ALARM IS ISSUED TO THE CCP AND BAS, AND THE CONDITION MUST BE MANUALLYRESET.

LOW ZONE TEMPERATURE - UPON SENSING A ZONE TEMPERATURE 10°F BELOW ITSSET POINT:

AN ALARM IS ISSUED TO THE CCP AND BAS, AND THE CONDITION MUST BE MANUALLYRESET.

HIGH CO2 CONCENTRATION - UPON SENSING A ZONE CO2 CONCENTRATION ABOVE2000-PPM:

AN ALARM IS ISSUED AT THE CCP AND BAS, AND THE ALARM AT THE CCP AND BASMUST BE MANUALLY RESET.

RTU-1 DDC CONTROL POINTS


ONGRAPHIC

RTU ENABLE XRTU STATUSRTU FAULT

OUTDOOR AIR DAMPER POSITION (0-100%)

X X

COOLING ENABLECOOLING STATUS

SUPPLY FAN STATUSSUPPLY AIR TEMPERATURESUPPLY AIR TEMPERATURE SETPOINTOUTDOOR AIR TEMPERATURE

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BYPASS VAV SYSTEM DDCCONTROL POINTS


ONGRAPHIC

SUPPLEMENTAL ELECTRIC HEAT ENABLE

ZONE TEMPERATURE SETPOINTZONE AIR FLOWMINIMUM ZONE AIR FLOW SETPOINT

X

MAXIMUM ZONE AIR FLOW SETPOINTOUTDOOR AIR FLOWOCCUPANCY STATUSOCCUPANCY OVERRIDEDUCT STATIC PRESSURE

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AIR FILTER STATUS

HEAT ENABLE

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CONTROLSEQUENCES

DIAGRAMS ANDPOINTS LISTS

81


Firearms Training Range 5404

Union County, North Carolina

DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM 283111 - 1

SECTION 283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Fire-alarm control unit.

2. Manual fire-alarm boxes.

3. System smoke detectors.

4. Heat detectors.

5. Linear heat detection cable.

6. Notification appliances.

7. Addressable interface device.

8. Digital alarm communicator transmitter.

1.3 DEFINITIONS

A. EMT: Electrical Metallic Tubing.

B. FACP: Fire Alarm Control Panel.

C. HLI: High Level Interface.

D. NICET: National Institute for Certification in Engineering Technologies.

E. PC: Personal computer.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product, including furnished options and accessories.

1. Include construction details, material descriptions, dimensions, profiles, and finishes.

2. Include rated capacities, operating characteristics, and electrical characteristics.

B. Shop Drawings: For fire-alarm system.

1. Comply with recommendations and requirements in the "Documentation" section of the

"Fundamentals" chapter in NFPA 72.

2. Include plans, elevations, sections, details, and attachments to other work.




3. Include details of equipment assemblies. Indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and locations. Indicate conductor

sizes, indicate termination locations and requirements, and distinguish between factory

and field wiring.

4. Detail assembly and support requirements.

5. Include voltage drop calculations for notification-appliance circuits.

6. Include battery-size calculations.

7. Include input/output matrix.

8. Include statement from manufacturer that all equipment and components have been tested

as a system and meet all requirements in this Specification and in NFPA 72.

9. Include performance parameters and installation details for each detector.

10. Verify that each duct detector is listed for complete range of air velocity, temperature,

and humidity possible when air-handling system is operating.

11. Include plans, sections, and elevations of heating, ventilating, and air-conditioning ducts,

drawn to scale; coordinate location of duct smoke detectors and access to them.

a. Show critical dimensions that relate to placement and support of sampling tubes,

detector housing, and remote status and alarm indicators.

b. Show field wiring required for HVAC unit shutdown on alarm.

c. Show field wiring and equipment required for HVAC unit shutdown on alarm.

d. Locate detectors according to manufacturer's written recommendations.

12. Include floor plans to indicate final outlet locations showing address of each addressable

device. Show size and route of cable and conduits and point-to-point wiring diagrams.

C. General Submittal Requirements:

1. Submittals shall be approved by authorities having jurisdiction prior to submitting them

to Architect.

2. Shop Drawings shall be prepared by persons with the following qualifications:

a. Trained and certified by manufacturer in fire-alarm system design.

b. NICET-certified, fire-alarm technician; Level II minimum.

c. Licensed or certified by authorities having jurisdiction.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

B. Field quality-control reports.

1.6 Sample Warranty: For special warranty.

1.7 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For fire-alarm systems and components to include in

emergency, operation, and maintenance manuals.




1. In addition to items specified in Section 017823 "Operation and Maintenance Data,"

include the following and deliver copies to authorities having jurisdiction:

a. Comply with the "Records" section of the "Inspection, Testing and Maintenance"

chapter in NFPA 72.

b. Provide "Fire Alarm and Emergency Communications System Record of

Completion Documents" according to the "Completion Documents" Article in the

"Documentation" section of the "Fundamentals" chapter in NFPA 72.

c. Complete wiring diagrams showing connections between all devices and

equipment. Each conductor shall be numbered at every junction point with

indication of origination and termination points.

d. Riser diagram.

e. Device addresses.

f. Record copy of site-specific software.

g. Provide "Inspection and Testing Form" according to the "Inspection, Testing and

Maintenance" chapter in NFPA 72, and include the following:

1) Equipment tested.

2) Frequency of testing of installed components.

3) Frequency of inspection of installed components.

4) Requirements and recommendations related to results of maintenance.

5) Manufacturer's user training manuals.

h. Manufacturer's required maintenance related to system warranty requirements.

i. Abbreviated operating instructions for mounting at fire-alarm control unit and each

annunciator unit.

B. Software and Firmware Operational Documentation:

1. Software operating and upgrade manuals.

2. Program Software Backup: On magnetic media or compact disk, complete with data files.

3. Device address list.

4. Printout of software application and graphic screens.

1.8 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective

covering for storage and identified with labels describing contents.

1. Lamps for Strobe Units: Quantity equal to 10 percent of amount installed, but no fewer

than one unit.

2. Smoke Detectors: Quantity equal to 10 percent of amount of each type installed, but no

fewer than one unit of each type.

3. Keys and Tools: One extra set for access to locked or tamper-proofed components.

4. Audible and Visual Notification Appliances: One of each type installed.




1.9 QUALITY ASSURANCE

A. Installer Qualifications: Personnel shall be trained and certified by manufacturer for installation

of units required for this Project.

B. Use of Devices during Construction: Protect devices during construction unless devices are

placed in service to protect the facility during construction.

1.10 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace fire-alarm system equipment and

components that fail in materials or workmanship within specified warranty period.

1. Warranty Extent: All equipment and components not covered in the Maintenance Service

Agreement.

2. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SYSTEM DESCRIPTION

A. Noncoded, addressable system, with multiplexed signal transmission and horn/strobe

evacuation.

B. Automatic sensitivity control of certain smoke detectors.

C. All components provided shall be listed for use with the selected system.

D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by

a qualified testing agency, and marked for intended location and application.

2.2 SYSTEMS OPERATIONAL DESCRIPTION

A. Fire-alarm signal initiation shall be by one or more of the following devices:

1. Manual stations.

2. Smoke detectors.

3. Heat detectors.

4. Linear heat detection cable.

B. Fire-alarm signal shall initiate the following actions:

1. Continuously operate alarm notification appliances.

2. Identify alarm and specific initiating device at fire-alarm control unit.

3. Transmit an alarm signal to the remote alarm receiving station.

4. Switch heating, ventilating, and air-conditioning equipment controls to fire-alarm mode.

5. Record events in the system memory.




C. Supervisory signal initiation shall be by one or more of the following devices and actions:

1. Duct smoke detectors.

2. User disabling of zones or individual devices.

3. Loss of communication with any panel on the network.

D. System trouble signal initiation shall be by one or more of the following devices and actions:

1. Open circuits, shorts, and grounds in designated circuits.

2. Opening, tampering with, or removing alarm-initiating and supervisory signal-initiating

devices.

3. Loss of communication with any addressable sensor, input module, relay, control

module, remote annunciator, printer interface, or Ethernet module.

4. Loss of primary power at fire-alarm control unit.

5. Ground or a single break in internal circuits of fire-alarm control unit.

6. Abnormal ac voltage at fire-alarm control unit.

7. Break in standby battery circuitry.

8. Failure of battery charging.

9. Abnormal position of any switch at fire-alarm control unit or annunciator.

E. System Supervisory Signal Actions:

1. Initiate notification appliances.

2. Identify specific device initiating the event at fire-alarm control.

3. After a time delay of 200 seconds, transmit a trouble or supervisory signal to the remote

alarm receiving station.

4. Transmit system status to building management system.

2.3 FIRE-ALARM CONTROL UNIT

A. General Requirements for Fire-Alarm Control Unit:

1. Field-programmable, microprocessor-based, modular, power-limited design with

electronic modules, complying with UL 864.

a. System software and programs shall be held in nonvolatile flash, electrically

erasable, programmable, read-only memory, retaining the information through

failure of primary and secondary power supplies.

b. Include a real-time clock for time annotation of events on the event recorder and

printer.

c. Provide communication between the FACP and remote circuit interface panels,

annunciators, and displays.

d. The FACP shall be listed for connection to a central-station signaling system

service.

e. Provide nonvolatile memory for system database, logic, and operating system and

event history. The system shall require no manual input to initialize in the event of

a complete power down condition. The FACP shall provide a minimum 500-event

history log.




2. Addressable Initiation Device Circuits: The FACP shall indicate which communication

zones have been silenced and shall provide selective silencing of alarm notification

appliance by building communication zone.

3. Addressable Control Circuits for Operation of Notification Appliances and Mechanical

Equipment: The FACP shall be listed for releasing service.

B. Alphanumeric Display and System Controls: Arranged for interface between human operator at

fire-alarm control unit and addressable system components including annunciation and

supervision. Display alarm, supervisory, and component status messages and the programming

and control menu.

1. Annunciator and Display: Liquid-crystal type, 80 characters, minimum.

2. Keypad: Arranged to permit entry and execution of programming, display, and control

commands.

C. Alphanumeric Display and System Controls: Arranged for interface between human operator at

fire-alarm control unit and addressable system components including annunciation and

supervision. Display alarm, supervisory, and component status messages and the programming

and control menu.

1. Annunciator and Display: Liquid-crystal type, two lines of 80 characters, minimum.

2. Keypad: Arranged to permit entry and execution of programming, display, and control

commands.

D. Initiating-Device, Notification-Appliance, and Signaling-Line Circuits:

1. Pathway Class Designations: NFPA 72, Class B.

2. Pathway Survivability: Level 0.

3. Install no more than 50 addressable devices on each signaling-line circuit.

4. Serial Interfaces:

a. One dedicated RS 485 port for central-station operation using point ID DACT.

b. One RS 485 port for remote annunciators, Ethernet module, or multi-interface

module (printer port).

c. One USB port for PC configuration.

E. Smoke-Alarm Verification:

1. Initiate audible and visible indication of an "alarm-verification" signal at fire-alarm

control unit.

2. Activate an approved "alarm-verification" sequence at fire-alarm control unit and

detector.

3. Sound general alarm if the alarm is verified.

4. Cancel fire-alarm control unit indication and system reset if the alarm is not verified.

F. Notification-Appliance Circuit:

1. Audible appliances shall sound in a three-pulse temporal pattern, as defined in NFPA 72.

2. Visual alarm appliances shall flash in synchronization where multiple appliances are in

the same field of view, as defined in NFPA 72.




G. Transmission to Remote Alarm Receiving Station: Automatically transmit alarm, supervisory,

and trouble signals to a remote alarm station.

H. Primary Power: 24-V dc obtained from 120-V ac service and a power-supply module. Initiating

devices, notification appliances, signaling lines, trouble signals, supervisory signals, and digital

alarm communicator transmitters shall be powered by 24-V dc source.

1. Alarm current draw of entire fire-alarm system shall not exceed 80 percent of the power-

supply module rating.

I. Secondary Power: 24-V dc supply system with batteries, automatic battery charger, and

automatic transfer switch.

1. Batteries: Sealed lead calcium.

J. Instructions: Computer printout or typewritten instruction card mounted behind a plastic or

glass cover in a stainless-steel or aluminum frame. Include interpretation and describe

appropriate response for displays and signals. Briefly describe the functional operation of the

system under normal, alarm, and trouble conditions.

2.4 MANUAL FIRE-ALARM BOXES

A. General Requirements for Manual Fire-Alarm Boxes: Comply with UL 38. Boxes shall be

finished in red with molded, raised-letter operating instructions in contrasting color; shall show

visible indication of operation; and shall be mounted on recessed outlet box. If indicated as

surface mounted, provide manufacturer's surface back box.

1. Double-action mechanism requiring two actions to initiate an alarm, pull-lever type; with

integral addressable module arranged to communicate manual-station status (normal,

alarm, or trouble) to fire-alarm control unit.

2. Station Reset: Key- or wrench-operated switch.

2.5 SYSTEM SMOKE DETECTORS

A. General Requirements for System Smoke Detectors:

1. Comply with UL 268; operating at 24-V dc, nominal.

2. Detectors shall be [two-wire type.

3. Integral Addressable Module: Arranged to communicate detector status (normal, alarm,

or trouble) to fire-alarm control unit.

4. Base Mounting: Detector and associated electronic components shall be mounted in a

twist-lock module that connects to a fixed base. Provide terminals in the fixed base for

connection to building wiring.

5. Self-Restoring: Detectors do not require resetting or readjustment after actuation to

restore them to normal operation.

6. Integral Visual-Indicating Light: LED type, indicating detector has operated and power-

on status.

B. Photoelectric Smoke Detectors:

http://www.specagent.com/LookUp/?ulid=7351&mf=04&src=wd







1. Detector address shall be accessible from fire-alarm control unit and shall be able to

identify the detector's location within the system and its sensitivity setting.

2. An operator at fire-alarm control unit, having the designated access level, shall be able to

manually access the following for each detector:

a. Primary status.

b. Device type.

c. Present average value.

d. Present sensitivity selected.

e. Sensor range (normal, dirty, etc.).

C. Duct Smoke Detectors: Photoelectric type complying with UL 268A.

1. Detector address shall be accessible from fire-alarm control unit and shall be able to

identify the detector's location within the system and its sensitivity setting.

2. An operator at fire-alarm control unit, having the designated access level, shall be able to

manually access the following for each detector:

a. Primary status.

b. Device type.

c. Present average value.

d. Present sensitivity selected.

e. Sensor range (normal, dirty, etc.).

3. Weatherproof Duct Housing Enclosure: NEMA 250, Type 4X; NRTL listed for use with

the supplied detector for smoke detection in HVAC system ducts.

4. Each sensor shall have multiple levels of detection sensitivity.

5. Sampling Tubes: Design and dimensions as recommended by manufacturer for specific

duct size, air velocity, and installation conditions where applied.

6. Relay Fan Shutdown: Fully programmable relay rated to interrupt fan motor-control

circuit.

2.6 HEAT DETECTORS

A. General Requirements for Heat Detectors: Comply with UL 521.

1. Temperature sensors shall test for and communicate the sensitivity range of the device.

B. Heat Detector, Fixed-Temperature Type: Actuated by temperature that exceeds a fixed

temperature of 155 deg F.

1. Mounting: Twist-lock base interchangeable with smoke-detector bases.

2. Integral Addressable Module: Arranged to communicate detector status (normal, alarm,


C. Linear Heat Detector Cable:

1. Detector Cable: Rated detection temperature 190 deg F . Listed for service in an outdoor

environment. Cable includes two steel actuator wires twisted together with spring

pressure, wrapped with protective tape, and finished with PVC outer sheath. Each






actuator wire is insulated with heat-sensitive material that reacts with heat to allow the

cable twist pressure to short circuit wires at the location of elevated temperature.

2. Signals to Fire-Alarm Control Unit: Any type of local system trouble shall be reported to

fire-alarm control unit as a composite "trouble" signal. Alarms on each detection zone

shall be individually reported to central fire-alarm control unit as separately identified

zones.

3. Addressable Monitor Module: Arranged to communicate detector status (normal, alarm,


2.7 NOTIFICATION APPLIANCES

A. General Requirements for Notification Appliances: Individually addressed, connected to a

signaling-line circuit, equipped for mounting as indicated, and with screw terminals for system

connections.

B. General Requirements for Notification Appliances: Connected to notification-appliance signal

circuits, zoned as indicated, equipped for mounting as indicated, and with screw terminals for

system connections.

1. Combination Devices: Factory-integrated audible and visible devices in a single-

mounting assembly, equipped for mounting as indicated, and with screw terminals for

system connections.

C. Horns: Electric-vibrating-polarized type, 24-V dc; with provision for housing the operating

mechanism behind a grille. Comply with UL 464. Horns shall produce a sound-pressure level of

90 dBA, measured 10 feet from the horn, using the coded signal prescribed in UL 464 test

protocol.

D. Visible Notification Appliances: Xenon strobe lights complying with UL 1971, with clear or

nominal white polycarbonate lens mounted on an aluminum faceplate. The word "FIRE" is

engraved in minimum 1-inch-high letters on the lens.

1. Rated Light Output:

a. 15/30/75/110 cd, selectable in the field.

2. Mounting: Wall mounted unless otherwise indicated.

3. For units with guards to prevent physical damage, light output ratings shall be determined

with guards in place.

4. Flashing shall be in a temporal pattern, synchronized with other units.

5. Strobe Leads: Factory connected to screw terminals.

6. Mounting Faceplate: Factory finished, red.

2.8 ADDRESSABLE INTERFACE DEVICE

A. General:

1. Include address-setting means on the module.

2. Store an internal identifying code for control panel use to identify the module type.




3. Listed for controlling HVAC fan motor controllers.

B. Monitor Module: Microelectronic module providing a system address for alarm-initiating

devices for wired applications with normally open contacts.

C. Control Module:

1. Operate notification devices.

2.9 DIGITAL ALARM COMMUNICATOR TRANSMITTER

A. Digital alarm communicator transmitter shall be acceptable to the remote central station and

shall comply with UL 632.

B. Functional Performance: Unit shall receive an alarm, supervisory, or trouble signal from fire-

alarm control unit and automatically capture two telephone lines and dial a preset number for a

remote central station. When contact is made with central station(s), signals shall be transmitted.

If service on either line is interrupted for longer than 45 seconds, transmitter shall initiate a local

trouble signal and transmit the signal indicating loss of telephone line to the remote alarm

receiving station over the remaining line. Transmitter shall automatically report telephone

service restoration to the central station. If service is lost on both telephone lines, transmitter

shall initiate the local trouble signal.

C. Local functions and display at the digital alarm communicator transmitter shall include the

following:

1. Verification that both telephone lines are available.

2. Programming device.

3. LED display.

4. Manual test report function and manual transmission clear indication.

5. Communications failure with the central station or fire-alarm control unit.

D. Digital data transmission shall include the following:

1. Address of the alarm-initiating device.

2. Address of the supervisory signal.

3. Address of the trouble-initiating device.

4. Loss of ac supply.

5. Loss of power.

6. Low battery.

7. Abnormal test signal.

8. Communication bus failure.

E. Secondary Power: Integral rechargeable battery and automatic charger.

F. Self-Test: Conducted automatically every 24 hours with report transmitted to central station.




PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and conditions for compliance with requirements for ventilation, temperature,

humidity, and other conditions affecting performance of the Work.

1. Verify that manufacturer's written instructions for environmental conditions have been

permanently established in spaces where equipment and wiring are installed, before

installation begins.

B. Examine roughing-in for electrical connections to verify actual locations of connections before

installation.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 EQUIPMENT INSTALLATION

A. Comply with NFPA 72, NFPA 101, and requirements of authorities having jurisdiction for

installation and testing of fire-alarm equipment. Install all electrical wiring to comply with

requirements in NFPA 70 including, but not limited to, Article 760, "Fire Alarm Systems."

1. Devices placed in service before all other trades have completed cleanup shall be

replaced.

2. Devices installed but not yet placed in service shall be protected from construction dust,

debris, dirt, moisture, and damage according to manufacturer's written storage

instructions.

B. Install wall-mounted equipment, with tops of cabinets not more than 78 inches above the

finished floor.

C. Manual Fire-Alarm Boxes:

1. Install manual fire-alarm box in the normal path of egress within 60 inches of the exit

doorway.

2. Mount manual fire-alarm box on a background of a contrasting color.

3. The operable part of manual fire-alarm box shall be between 42 inches and 48 inches

above floor level. All devices shall be mounted at the same height unless otherwise

indicated.

D. Smoke- or Heat-Detector Spacing:

1. Comply with the "Smoke-Sensing Fire Detectors" section in the "Initiating Devices"

chapter in NFPA 72, for smoke-detector spacing.

E. Install a cover on each smoke detector that is not placed in service during construction. Cover

shall remain in place except during system testing. Remove cover prior to system turnover.




F. Duct Smoke Detectors: Comply with NFPA 72 and NFPA 90A. Install sampling tubes so they

extend the full width of duct. Tubes more than 36 inches long shall be supported at both ends.

1. Do not install smoke detector in duct smoke-detector housing during construction. Install

detector only during system testing and prior to system turnover.

G. Remote Status and Alarm Indicators: Install in a visible location near each smoke detector,

sprinkler water-flow switch, and valve-tamper switch that is not readily visible from normal

viewing position.

H. Audible Alarm-Indicating Devices: Install not less than 6 inches below the ceiling. Install bells

and horns on flush-mounted back boxes with the device-operating mechanism concealed behind

a grille. Install all devices at the same height unless otherwise indicated.

I. Visible Alarm-Indicating Devices: Install adjacent to each alarm bell or alarm horn and at least

6 inches below the ceiling. Install all devices at the same height unless otherwise indicated.

J. Device Location-Indicating Lights: Locate in public space near the device they monitor.

3.3 PATHWAYS

A. Pathways shall be installed in EMT, IMC, or RGS.

B. Exposed conduit shall be painted red enamel in unfinished spaces. In finished spaces, exposed

conduit shall be painted to match adjacent surface.

3.4 CONNECTIONS

A. Make addressable connections with a supervised interface device to the following devices and

systems. Install the interface device less than 36 inches from the device controlled. Make an

addressable confirmation connection when such feedback is available at the device or system

being controlled.

1. Alarm-initiating connection to activate emergency lighting control.

3.5 IDENTIFICATION

A. Identify system components, wiring, cabling, and terminals. Comply with requirements for

identification specified in Section 260553 "Identification for Electrical Systems."

B. Install framed instructions in a location visible from fire-alarm control unit.

3.6 GROUNDING

A. Ground fire-alarm control unit and associated circuits; comply with IEEE 1100. Install a ground

wire from main service ground to fire-alarm control unit.

B. Ground shielded cables at the control panel location only. Insulate shield at device location.




3.7 FIELD QUALITY CONTROL

A. Field tests shall be witnessed by authorities having jurisdiction.

B. Manufacturer's Field Service: Engage a factory-authorized service representative to test and

inspect components, assemblies, and equipment installations, including connections.

C. Perform tests and inspections.

D. Perform the following tests and inspections:

1. Visual Inspection: Conduct visual inspection prior to testing.

a. Inspection shall be based on completed record Drawings and system

documentation that is required by the "Completion Documents, Preparation" table

in the "Documentation" section of the "Fundamentals" chapter in NFPA 72.

b. Comply with the "Visual Inspection Frequencies" table in the "Inspection" section

of the "Inspection, Testing and Maintenance" chapter in NFPA 72; retain the

"Initial/Reacceptance" column and list only the installed components.

2. System Testing: Comply with the "Test Methods" table in the "Testing" section of the

"Inspection, Testing and Maintenance" chapter in NFPA 72.

3. Test audible appliances for the public operating mode according to manufacturer's written

instructions. Perform the test using a portable sound-level meter complying with Type 2

requirements in ANSI S1.4.

4. Test audible appliances for the public operating mode according to manufacturer's written

instructions.

5. Test visible appliances for the public operating mode according to manufacturer's written

instructions.

6. Factory-authorized service representative shall prepare the "Fire Alarm System Record of

Completion" in the "Documentation" section of the "Fundamentals" chapter in NFPA 72

and the "Inspection and Testing Form" in the "Records" section of the "Inspection,

Testing and Maintenance" chapter in NFPA 72.

E. Reacceptance Testing: Perform reacceptance testing to verify the proper operation of added or

replaced devices and appliances.

F. Fire-alarm system will be considered defective if it does not pass tests and inspections.

G. Prepare test and inspection reports.

H. Maintenance Test and Inspection: Perform tests and inspections listed for weekly, monthly,

quarterly, and semiannual periods. Use forms developed for initial tests and inspections.

I. Annual Test and Inspection: One year after date of Substantial Completion, test fire-alarm

system complying with visual and testing inspection requirements in NFPA 72. Use forms

developed for initial tests and inspections.




3.8 MAINTENANCE SERVICE

A. Initial Maintenance Service: Beginning at Substantial Completion, maintenance service shall

include 12 months' full maintenance by skilled employees of manufacturer's designated service

organization. Include preventive maintenance, repair or replacement of worn or defective

components, lubrication, cleaning, and adjusting as required for proper operation. Parts and

supplies shall be manufacturer's authorized replacement parts and supplies.

1. Include visual inspections according to the "Visual Inspection Frequencies" table in the

"Testing" paragraph of the "Inspection, Testing and Maintenance" chapter in NFPA 72.

2. Perform tests in the "Test Methods" table in the "Testing" paragraph of the "Inspection,

Testing and Maintenance" chapter in NFPA 72.

3. Perform tests per the "Testing Frequencies" table in the "Testing" paragraph of the

"Inspection, Testing and Maintenance" chapter in NFPA 72.

3.9 SOFTWARE SERVICE AGREEMENT

A. Comply with UL 864.

B. Technical Support: Beginning at Substantial Completion, service agreement shall include

software support for two years.

C. Upgrade Service: At Substantial Completion, update software to latest version. Install and

program software upgrades that become available within two years from date of Substantial

Completion. Upgrading software shall include operating system and new or revised licenses for

using software.

3.10 DEMONSTRATION

A. Train Owner's maintenance personnel to adjust, operate, and maintain fire-alarm system.

END OF SECTION 283111