W91242-23-Q-0033_Pole Barn-Large Design-Final.pdf

PDF 4 MB Posted Jan 18, 2023

Attached to: Building Materials Federal contract opportunity
Solicitation number: W91242-23-Q-0033
Issued by: Department of the Army North Carolina Army National Guard

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A2-03

DETAIL NO.

NORTH ARROW

DEMO MARK

DRAWING NO.

SHEET NO.

1 View Name 1/8" = 1'-0"A1-01

A 11'-0"

SHEET NUMBERING LEGEND

DISCIPLINE

G GENERAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

Q EQUIPMENT

P PLUMBING

M MECHANICAL

E ELECTRICAL

FP FIRE PROTECTION

X MISCELLANEOUS

PAGE NUMBERSECTION

0 DEMOLITION / GENERAL

1 PLANS

2 EXTERIOR ELEVATIONS

3 BUILDING / WALL SECTIONS

4 ELARGED PLANS, CASEWORK,

INTERIOR ELEVATIONS &

RELATED DETAILS

5 DETAILS

6 WINDOW & DOOR SCHEDULES

7 FINISH PLAN & SCHEDULES

8 VERTICAL CIRCULATION

9 BID ALTERNATES

A1-01

SYMBOL LEGEND

EHD

SCALE

DRAWING NAME

SHEET NO.

SECTION MARK

Room name

101A ROOM NAME/NUMBER

DOOR MARK

WINDOW MARK

CASEWORK MARK

EQUIPMENT MARK

REVISION AREA / NUMBER

CEILING TYPE / HEIGHT

WALL MARK

ACCESSORIES MARK

ELEVATION VALUE

REFERENCE

DESCRIPTION

15' - 4"

AFF

A2-03

SHEET NO.

DETAIL NO.

A2-03 2

A2-03 CALLOUT DETAIL

SHEET NO.

DETAIL NO.

EXTERIOR ELEVATION MARK

INTERIOR ELEVATION MARK

SHEET NO.

DETAIL NO.

EGRESS CALCULATION MARK

CONTROL / ELEVATION MARK

DOOR MARK

REQUIRED WIDTH

ANTICIPATED EGRESS LOAD

MAXIMUM

EGRESS LOAD

EGRESS WIDTH

Door 105 150A 30"

180M 36"

S4A

@ AT

AB AREA DRAIN

ACC ACCENT COLOR

ACT ACOUSTICAL CEILING TILE

ACOUS ACOUSTIC

ACW ACOUSTICAL WALL PANELS

ADJ ADJUSTABLE

AE APPROVED EQUAL

AFF ABOVE FINISH FLOOR

AFL ATHLETIC FLOORING

AHU AIR HANDLING UNIT

ALB ALUMINUM BASE

ALT ALUMINUM TILE

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ATTEN ATTENUATION

AWP ACRYLIC WALL PANELS

BBT BIOBASED TILE

BF BLOCK FILL

BFC BROOMED FINISHED

CONCRETE

BL BLINDS

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BFG BULLET PROOF GLASS

CB# CATCH BASIN

CEM CEMENTIOUS SIDING

CF CORK FLOORING

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFT CERAMIC FLOOR TILE

CG CURVED CEILING GRID

CI CAST IRON

CI# CURB INLET

CJ CONTROL JOINT

CLG CEILING

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CORR CORRUGATED

CPT CARPET

CPTT CARPET TILE

CTB CERAMIC TILE BASE

CRC COLD ROLLED CHANNEL

CRF CORK RUBBER FLOORING

CS COUNTERSUNK

CWT CERAMIC WALL TILE

DET DETAIL

DEPT DRY FOG PAINT

DIA DIAMETER

DISP DISPENSER

DN DOWN

DP DEEP

DR DOOR

DS DOWNSPOUT

E/W EACH WAY

EDG EDGE BANDING

EES EMERGENCY EYE WASH AND

SHOWER

EFC EPOXY FLOOR COATING

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EIP EXISTING IRON PIPE

ELEV ELEVATION

EJ EXPANSION JOINT

EN ENAMEL

EPT HIGH PERFORMANCE

EPOXY PAINT

EQ EQUAL

EST EXISTING

EXT EXTERIOR

EXP EXPOSED CEILING

EWC ELECTRIC WATER COOLER

FC FIRECODE

FD FLOOR DRAIN

FEB FIRE EXSTINGUISHER

BRACKET

FEC FIRE EXSTINGUISHER

CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FLU FLOURESCENT

FOF FACE OF FRAME

FOM FACE OF MASONRY

FOW FACE OF WALL

FTG FOOTING

GC GENERAL CONTRACTOR

GCT GRANITE COUNTERTOP

GA GAGE

GALV GALVANIZED

GEN GENERATOR

GFT GRANITE FLOOR TILE

GL GLASS

GMT GLASS MOSAIC TILE

GT GROUT

GYP GYPSUM BOARD

HC HOLLOW CORE

HB HOSE BIB

HC HANDICAPP

HDWD HARDWOOD

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

ICF INFECTION CONTROL

FLOORING

ID INSIDE DIAMETER

INSTAL INSTALLATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JB JOIST BEARING

JB# JUNCTION BOX

JT JOINT

L LONG

LFT LINOLEUM FLOOR TILE

LP LIGHT POLE

LST LINOLEUM SHEET

FLOORING

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MC METAL CANOPY

MCT METAL CEILING TILE

MB MASONRY - BRICK

MECH MECHANICAL

MFR MANUFACTURER

MFT MARBLE FLOOR TILE

MIN MINIMUM

MO MASONRY OPENING

MTB MARBLE TILE BASE

MTD MOUNTED

MTL METAL

MWM METAL WALK-OFF MAT

MWT MARBLE WALL TILE

NIC NOT IN CONTRACT

NOM NORMAL

OC ON CENTER

OD OUTSIDE DIAMETER

OFOI OWNER FURNISHED,

OWNER INSTALLED

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OPP OPPOSITE

OZ OUNCE

P-LAM PLASTIC LAMINATE

P-LAM WD PLASTIC LAMINATE

WOOD DOORS

PC POLISHED CONCRETE

PERF PERFORATED

PFT PORCELAIN FLOOR TILE

PIV POST INDICATOR VALVE

PL PLATE

PLYWD PLYWOOD

PNT PAINT

PP POWER POLE

PR PAIR

PTB PORCELAIN TILE BASE

PTD PAINTED

PTP PLASTIC TOILET

PARTITIONS

PWT PORCELAIN WALL TILE

PVC POLYVINYL CHLORIDE

QS QUARTZ SURFACE

QT QUARRY TILE

QZT QUARTZ TILE

R RADIUS

R&S ROD AND SHELF

RB RUBBER BASE

RBT RUBBER TILE

RCP REINFORCED CONCRETE

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RECEPT RECEPTACLE

RECYF RECYCLED FLOORING

REQD REQUIRED

RES RESILIENT

RM RUBBER MAT

ROW RIGHT OF WAY

RSF RESINOUS FLOORING

RTF RESILENT TILE FLOORING

SAT SPRAYED ACOUSTICAL

TREATMENT

SC SEALED CONCRETE

SCH SCHEDULE

SCW SOLID CORE WOOD

SDT STATIC DISSIPATIVE TILE

SF SQUARE FEET

SIM SIMILAR

SLS SOLID SURFACE

SP SPACES

SQ SQUARE

SS STAINLESS STEEL

SSC STAINED SEALED

CONCRETE

SRT SLIP RESISTANT TILE

ST STEEL

ST&R STAIR TREADS AND

RISERS

STD STANDARD

SUSP SUSPENDED

TC TERRA COTTA

T&G TONGUE AND

GROOVE

TCA TILE COUNCIL OF

AMERICA

TELE TELEPHONE

TEMP TEMPERED

TEXD TEXTURED

TFT TERRAZZO FLOOR

TILE

TOC TOP OF CURB

TOS TOP OF STEEL

TP TELEPHONE POLE

TVB TELEVISION

MOUNTING BRACKET

TYP TYPICAL

UL UNDERWRITERS

LABORATORY

U/L UTILITY/LIGHTS

UON UNLESS OTHERWISE

NOTED

VACT VINYL ACOUSTICAL

TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL

COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WF WOOD FLOORING

WWF WELDED WIRE

FABRIC

WWM WELDED WIRE MESH

ABBREVIATIONS

MIN.

10' - 0"

'-0"

IN.

MIN.

10' - 0"

EXISTING STRUCTURES

C E

10'-0" MIN. FIRE SEPARATION DISTANCE

REQUIRED WHEN COMBINED BUILDINGS

SF IS LESS THAN < 9,625 SF.

30'-0" MIN. FIRE SEPARATION DISTANCE

REQUIRED WHEN COMBINED BUILDINGS

SF IS GREATER THAN > 9,625 SF.

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

T 919 781 8582 F 919 781 3979 4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

Th is d raw ing an d t he de sig n s ho wn is the pro pe rty of Sm ith Si nn ett

Ar ch ite ctu re, P.A . t he re pro du cti on or us e o f th is pro pe rty w ith ou t th e w ritt en co ns en t o f th e Ar ch ite ct is pro hib ite d.

An y in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub jec t to leg al ac tio n.

Al l co pie s o f th is d raw ing mu st be re tur ne d t o t he

Ar ch ite ct at co mp let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

D T

" X

" S

C :\U se rs

\n iz ar .S

\D oc um en ts

N C

N G

P ol e Ba rn _n m ad do ur i.r vt

2/8 /20

:23

P M

G0-01L

COVER SHEET

2021005 7 FEB 2022

LP/RC

TIO

NC NATIONAL GUARD POLE BARN PROTOTYPE

LARGE POLE BARN

NC NATIONAL GUARD

N C

INDEX OF DRAWINGSDESIGN PROFESSIONALS

BID ALTERNATES

REGISTEREDARC

AL CORPORAT I ON

NORT

ITE

CTU

,PA

. N

SIN

T N

SMIHT

OWNER:

NORTH CAROLINA NATIONAL GUARD

1636 GOLD STAR DRIVE

RALEIGH, NC 27607

919.664.6354 (P)

POC: ROBYN BRYANT

robyn.s.bryant.mil@mail.mil

ARCHITECTURE:

SMITH SINNETT ARCHITECTURE

4600 LAKE BOONE TRAIL, SUITE 205

RALEIGH, NC 27607

919.781.8582 (P)

POC: ROBERT CARMAC, AIA

rcarmac@smithsinnett.com

STRUCTURAL:

ROSS LINDEN ENGINEERS PC

709 W JONES STREET

RALEIGH, NC 27603

919.832.5680 (O)

POC: BRIAN ROSS, PE

brian@rosslinden.com

1. Lessons Learned Comments

- Set and protect multiple benchmark elevations in protected areas before any work is started. Maintain these until the project is completed.

- Insure all materials have been recieved, inspected, and stored onsite prior to digging footers. Some materials may require special storage, i.e. conditioned, weather proof, or flat storage.

- Coordinate waste site for spoiled soil prior to construction. Construction dumpster also needed.

- Discuss layout and traffic flow with customer well in advance.

- Order pre-fabricated material when possible.

- Coordinate in-person meeting with supplying to sort out details of items requested.

- Order trusses early as they have long lead times.

ALTERNATE 1 - BACK & SIDE WALLS

SCO#20-22822-01A

#2 0-

ALTERNATE 2 - CONCRETE SLAB

STRUCTURAL - LARGE DESIGN

S1-01L STRUCTURAL PLANS - 5 BAY LARGE

S1-02L STRUCTURAL PLANS - 4 BAY LARGE

S1-03L STRUCTURAL PLANS - 3 BAY LARGE

S1-04L STRUCTURAL PLANS - 2 BAY LARGE

S2-01 STRUCTURAL NOTES AND DETAILS

S2-02 STRUCTURAL DETAILS - ALTERANTES

GENERAL - LARGE DESIGN

G0-01L COVER SHEET

G0-02 BUILDABLE AREAS MAP

G0-03L BUILDING CODE SUMMARY

G0-04 SPECIFICATIONS

G1-01L LIFE SAFETY PLAN

ARCHITECTURAL - LARGE DESIGN

A1-01L FLOOR PLAN - 5 BAY LARGE DESIGN

A1-02L FLOOR PLAN - 4 BAY LARGE DESIGN

A1-03L FLOOR PLAN - 3 BAY LARGE DESIGN

A1-04L FLOOR PLAN - 2 BAY LARGE DESIGN

A3-01 WALL SECTIONS & DETAILS

A9-01 ALTERNATE

CHOOSE A SHEET

BASED ON THE NUMBER

OF BAYS DESIRED

CHOOSE A SHEET

BASED ON THE NUMBER

OF BAYS DESIRED

GENRAL NOTES

BUILDINGS PLACEMENT

FINISH OPTIONS (SEE A1-01)

NOTES: -BASIS OF DESIGN FOR COLOR SELECTION

-ROOF PANEL: PETERSON COMPANY OR EQUAL

COLOR SELECTION: ETUC FINAL COLOR

SELECTION APPROVAL BY:

CFMO FINAL COLOR

SELECTION APPROVAL BY:

signature signature

NOTE: COLORS SHALL BE SELECTED TO MATCH EXISTING. CONFIRM WITH CFMO PRIOR TO FINAL COLOR SELECTION. FINISH OPTIONS LISTED BELOW ARE FOR BASIC COLOR PALETTE COORDINATION.

MATCHING OF EXISTING BUILDING SHALL TAKE PRIORITY OVER LISTED FINISH OPTIONS.

MATCH ROOF COLOR

STATUS BRONZE (SW 7034)

TONY TAUPE (SW 7038)

OXFORD BROWN, SOLID STAIN, PPG, SOL-058

GUTTERS & DOWNSPOUTS

TRIM + FASCIA + SOFFITS COLOR

ROOFING + FLASHING COLOR

GABLES + WALLS COLOR

POST + POLES COLOR

DESIGN DECISION APPROVAL

T 919 781 8582 F 919 781 3979

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

Th is d raw ing an d t he de sig n s ho wn rty of Sm ith Si nn ett

Ar ch ite he re pro du cti on or us e o f th is pro pe rty w ith ou t th e w ritt en co ns en t o f th e Ar ch ite ct is pro hib ite d.

An y in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub ac tio n.

Al l co pie s o f th is d be re tur ne d t o t he

Ar ch ite ct let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

D T

" X

" S

C :\U se rs

\n iz ar .S

\D oc um en ts

N C

N G

P ol e Ba rn _n m ad do ur i.r vt

2/8 /20

:30

P M

G0-02

BUILDABLE AREAS

MAP

2021005 7 FEB 2022

TIO

LP/RC

N N

C N

G U

REGISTEREDARC

AL CORPORAT I ON

NORT

ITE

CTU

,PA

. N

SIN

T N

SMIHT

BUILDABLE AREAS IN NORTH CAROLINA

PER NC BUILDING CODE 2018

NON-BUILDABLE

AREA

NON-BUILDABLE

AREA

NON-BUILDABLE

AREA

NON-BUILDABLE

AREA

NOTE:

THE FOLLOWING COUNTIES, IN WHOLE OR PART,

ARE LOCATED WITHIN THE CS SNOW REGIONS

AND/OR SPECIAL WIND REGIONS: RUTHERFORD,

MCDOWELL, BURKE, AVERY, CALDWELL,

WILKES.

FURTHER SITE SPECIFIC ANALYSIS MAY BE

REQUIRED.

LOCATIONS LIST:

#2 0-

BUILDABLE SITES NON-BUILDABLE SITES ( ADDITIONAL DESIGN REQUIRED FOR THESE LOCATIONS )

• Albemarle

• Asheboro

• Badin

• Belmont

• Benson

• Beulaville

• Burlington

• Butner

• Camp Butner

• Charlotte

• Clinton

• Concord

• Dunn

• Durham

• Edenton

• Elizabeth City

• Elizabethtown

• Farmville

• Fayetteville

• Forest City

• Fort Bragg

• Fremont

• Gastonia

• Goldsboro

• Greensboro

• Greenville

• Hickory

• High Point

• Kings Mountain

• Kinston

• Laurinburg

• No Modifications Necessary, Reviewed 07/23/21

• Lenoir

• Lexington

• Lincolnton

• Louisburg

• Marion

• McLeansville

• Mocksville

• Monroe

• Mooresville

• Morganton

• Morrisville

• Mount Olive

• Nashville

• New London

• Newton

• Oxford

• Parkton

• Raeford

• Raleigh

• Roanoke Rapids

• Rockingham

• Rocky Mount (future)

• Roseboro

• Saint Pauls

• Salemburg

• Salisbury

• Sanford

• Scotland Neck

• Siler City

• Smithfield

• Snow Hill

• Southern Pines

• Statesville

• Taylorsville

• Thomasville

• Wadesboro

• Washington

• Williamston

• Windsor

• Winterville

• Woodland

• Youngsville

• Asheville

• Boone

• East Flat Rock

• Elkin

• Fair Bluff

• Fort Fisher

• Franklin

• Hamlet

• Jacksonville

• Jefferson

• Lumberton

• Morehead City

• Mount Airy

• New Bern

• North Wilkesboro

• Red Springs

• Reidsville

• Roxboro

• Shallotte

• Sylva

• Wilmington Carolina Beach Road

• Wilmington New Hanover

• Whiteville

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

Th is d raw ing an d t he de sig n s ho wn rty of Sm ith Si nn ett

Ar ch ite he re pro du cti on or us e o f th is pro pe rty w ith ou t th e w ritt en co ns en t o f th e Ar ch ite ct is pro hib ite d.

An y in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub ac tio n.

Al l co pie s o f th is d be re tur ne d t o t he

Ar ch ite ct let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

D T

" X

" S

C :\U se rs

\n iz ar .S

\D oc um en ts

N C

N G

P ol e Ba rn _n m ad do ur i.r vt

2/8 /20

:35

P M

G0-03L

BUILDING CODE

SUMMARY

2021005 7 FEB 2022

TIO

LP/RC

N N

C N

G U

REGISTEREDARC

AL CORPORAT I ON

NORT

ITE

CTU

,PA

. N

SIN

T N

SMIHT

NC, LOCATIONS TO BE DETERMINATED VARIES

MAJ ROBYN BRAYANT

40'

0 HR

N/A

0 HR

N/A

0 HR

N/A

N/A N/A N/A N/A N/A N/A

N/A N/A

2223 SF

3683 SF

2 BAY

N/A

(WORK AREAS)

G1-01

N/A

(919) 664.6116 robyn.s.bryant.mil@mail.mil

(“Other” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

jurisdiction for additional procedures and requirements.

If special inspections are required, contact the local inspectionNoYesSpecial Inspections Required:

YesNoFlood Hazard Area:YesNoPrimary Fire District:

DryWetIIIIIIClassNoStandpipes:

NFPA 13DNFPA 13RNFPA 13PartialNoSprinklers:

B-VB-IIIB-IIB-I

A-VIVA-IIIA-IIA-IConstruction Type:

BASIC BUILDING DATA

Proposed:Current:OCCUPANCY CATEGORY (Table 1604.5):

PROPOSED OCCUPANCY(S) (Ch.3):RENOVATED: (date)

CURRENT OCCUPANCY(S) (Ch.3):CONSTRUCTED: (date) Alteration Level IIIChapter 14

Change of UseAlteration Level IIRepair(check all that apply) Historic PropertyAlteration Level IPrescriptive2018 NC EXISTING BUILDING CODE:

*Contact the local inspection jurisdiction for possiblitional procedures and requirements.

*onstructionChasedP*Shell/CoreTime Interior Completionsst1

AdditionNew Building2018 NC BUILDING CODE:

Other Retaining Walls >5' High Structural

Sprinkler Mechanical Plumbing Fire Alarm Electrical Civil Architectural

E-MAILTELEPHONE#LICENSE#NAMEFIRMDESIGNER

CONTACT:

StateCountyCityCode Enforcement Jurisdiction:

StatePrivateCity/CountyOwned By:

E-MailPhone #Owner/Authorized Agent:

Zip CodeAddress:

Name of Project:

(Reproduce the following data on the building plans sheet 1 or 2)

(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

2018 APPENDIX B

2018 NC Administrative Code and Policies

Gross Building Area Table

FLOOR N EW(SQ FT) TOTAL

2 BAY

3 BAY

4 BAY

5 BAY

2018 NC Administrative Code and Policies 2018 NC Administrative Code and Policies 2018 NC Administrative Code and Policies

2018 NC Administrative Code and Policies

ALLOWABLE AREA

Primary Occupancy Classification(s):

Assembly A-1 A-2 A-3 A-4 A-5 Business Educational Factory Hazardous Institutional

Mercantile Residential Storage

Parking Garage Utility and Miscellaneous

F-1 Moderate F-2 Low H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM I-1 I-2 I-1 & I-2 Condition 1 2 I- I-4 I-3 Condition 1 2 3 4 5

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

Open Enclosed Repair Garage

Accessory Occupancy Classification(s):

Incidental Uses (Table 509):

Special Uses (Chapter 4 - List Code Sections):

Special Provisions: (Chapter 5 - List Code Sections):

Mixed Occupancy: No Yes Separation: Hr. Exception:

Non-Separated Use (508.3) Separated Use (508.4) -See below for area calculations for each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

Frontage area increases from Section 506.2 are computed thus:1

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)

Unlimited area applicable under conditions of Section 5.07 Maximum Building Area = total number of stories in the building xD (maximum 3 stories)

(506.2).

The maximum area of open parking garages must comply with Table 406.5.4 . The maximum area of air traffic control towers must comply with Table 412.3.1 Frontage increase is based on the unsprinklered area value in Table 506.2.

Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B

1.00<

1,5 2,3

STORY

NO.

DESCRIPTION AND

USE

(A)

BLDG AREA PER

STORY (ACTUAL)

TABLE506.2

AREA

AREA FOR FRONTAGE

INCREASE

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED

FIRE PROTECTION REQUIREMENTS

Structural Frame, including columns, girders, trusses Bearing Walls

Exterior North East West South

Interior Nonbearing Walls and Partitions

Exterior walls North East West South

Interior walls and partitions

Floor Construction Including supporting beams and joists

Floor Ceiling Assembly Columns Supporting Floors

Roof Construction, including supporting beams and joists Roof Ceiling Assembly Columns Supporting Roof

Shaft Enclosures- Exit Shaft Enclosures- Other

Sleeping Unit Separation Incidental Use Separation

* Indicate section number permitting reduction

Corridor Separation Occupancy/Fire Barrier Separation Party/Fire Wall Separation Smoke Barrier Separation

Smoke Partition Tenant/Dwelling Unit/

Building Height in Feet (Table 504.3)

Building Height in Stories (Table 504.4)

1 Provide code reference if the “Shown on Plans” quantity is not based on Table 504.3 or 504.4.

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

ALLOWABLE HEIGHT

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

RATING DETAIL#

AND

SHEET#

DESIGN#

FOR

RATED

ASSEMBLY

SHEET# FOR

RATED

PENETRATION

SHEET#

FOR

RATED

JOINTS

REQ'D PROVIDED

(W/_________*

REDUCTION)

Fire and/or smoke rated wall locations (Chapter 7) Assumed and real property line locations (if not on the site plan) Exterior wall opening area with respect to distance to assumed property lines (705.8) Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2) Occupant loads for each area Exit access travel distances (1017) Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1)) Dead end lengths (1020.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3) Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation Location of doors with panic hardware (1010.1.10) Location of doors with delayed egress locks and the amount of delay (1010.1.9.7) Location of doors with electromagnetic egress locks (1010.1.10) Location of doors equipped with hold-open devices Location of emergency escape windows (1030) The square footage of each fire area (202) The square footage of each smoke compartment for Occupancy Classification I-2 (407.5) Note any code exceptions or table notes that may have been utilized regarding the items above

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #:

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

LIFE SAFETY SYSTEM REQUIREMENTS

No Yes No Yes No Yes No Yes Partial No Yes

PERCENTAGE OF WALL OPENING CALCULATIONS

FIRE SEPARATION DISTANCE

(FEET) FROM PROPERTY LINES

DEGREE OF OPENINGS

PROTECTION

(TABLE 705.8)

ALLOWABLE AREA

ACTUAL SHOWN ON PLANS

2018 NC Administrative Code and Policies

ENERGY SUMMARY

ENERGY REQUIREMENTS:

Existing building envelope complies with code:

Exempt Building:

Climate Zone:

Method of Compliance:

THERMAL ENVELOPE

Roof/ceiling Assembly

Exterior Walls

Walls below grade

Floors over unconditioned space

Floors slab on grade

The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet.

If performance method, state the annual energy cost for the standard reference design vs annual energy cost for the proposed design.

(If checked the remainder of this section is not applicable.)

Provide code or statutory reference:

3A 4A 5A

Energy Code Performance Prescriptive ASHRAE 90.1 Performance Other

(Prescriptive method only) (each assembly)

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Skylights in each assembly:

U-Value of skylight:

total square footage of skylights in each assembly:

(each assembly) Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Openings (windows or doors with glazing)

U-Value of assembly:

Solar heat gain coefficient:

projection factor:

Door R-Values:

(each assembly) Description of assembly:

U-Value of total assembly:

R-Value of total assembly:

(each assembly) Description of assembly:

U-Value of total assembly:

R-Value of total assembly:

Description of assembly:

U-Value of total assembly:

R-Value of insulation:

Horizontal/vertical requirement:

slab heated:

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

STRUCTURAL DESIGN

(PROVIDE ON PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)

DESIGN LOADS:

Importance Factors:

Live Loads:

Ground Snow Load:

Wind Load:

SEISMIC DESIGN CATEGORY:

Occupancy Category Spectral Response Acceleration

Site Classification

Basic structural system

Analysis Procedure:

Architectural, Mechanical, Components anchored?

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

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

Roof Mezzanine psf Floor

Ultimate Wind Speed Exposure Category

A B C D Provide the following Seismic Design Parameters:

(Table 1604.5) I II III IV S S

(ASCE 7) A B C D E F

Data Source: Field Test Presumptive Historical Data

(check one) Bearing Wall Dual w/Special Moment Frame Building Frame Dual w/Intermediate R/C or Special Steel Moment Frame Inverted Pendulum

Simplified Equivalent Lateral Force Dynamic Yes No

Earthquake Wind

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

S 1 psf psf mph (ASCE-7)

%g%g

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

MECHANICAL DESIGN

(PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)

MECHANICAL SUMMARY

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

Thermal Zone

Interior design conditions

Building heating load:

Building cooling load:

Mechanical Spacing Conditioning System

List equipment efficiencies:

winter dry bulb:

summer dry bulb:

winter dry bulb:

summer dry bulb:

relative humidity:

Unitary description of unit:

heating efficiency:

cooling efficiency:

size category of unit:

Boiler Size category. If oversized, state reason.:

Chiller Size category. If oversized, state reason.:

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

ELECTRICAL DESIGN

(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENT

Method of Compliance:

Lighting schedule

Additional Efficiency Package Options (When using the 2018 NCECC; not required for ASHRAE 90.1)

Energy Code: Prescriptive Performance ASHRAE 90.1: Prescriptive Performance

(each fixture type) lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage specified vs. allowed (whole building or space by space) total exterior wattage specified vs. allowed

C406.2 More Efficient HVAC Equipment Performance C406.3 Reduced Lighting Power Density C406.4 Enhanced Digital Lighting Controls C406.5 On-Site Renewable Energy C406.6 Dedicated Outdoor Air System C406.7 Reduced Energy Use in Service Water Heating

(B) (C)

Performance (specify source) Prescriptive psf

2018 NC Administrative Code and Policies

ACCESSIBLE DWELLING UNITS

ACCESSIBLE PARKING

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

SPECIAL APPROVALS

(SECTION 1107)

(SECTION 1106)

OTAL

NITS

ACCESSIBLE

NITS

EQUIRED

CCESSIBLE

NITS

ROVIDED

YPE

NITS

EQUIRED

YPE

NITS

ROVIDED

YPE

NITS

EQUIRED

YPE

NITS

ROVIDED

TOTAL

ACCESSIBLE NITS

PROVIDED

LOT OR PARKING

AREA

TOTAL OF PARKING SPACES OF ACCESSIBLE SPACES PROVIDED TOTAL

ACCESSIBLE

PROVIDED

REQUIRED PROVIDED REGULAR WITH

ACCESSAISLE

VAN SPACES WITH

ACCESS

AISLE

ACCESS

AISLE

TOTAL

USE WATERCLOSETS URINALS LAVATORIES SHOWERS

/TUBS

DRINKING FOUNTAINS

M F UNI MALE FEMALE UNISEX REGULAR ACCESSIBLE

T U U

A U

T A U

T B U

P U

5' 132” 8'

(Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)Special approval:

Standpipe

ROBERT CARMAC, SMITH SINNETT ARCHITECTURE

SMITH SINNETT ROBERT CARMAC

N/A

NC10612 919 781.8582 rcarmac@smithsinnett.com

Renovation

ROSS LINDEN ENGINEERS BRIAN ROSS NC25539 919 832 5680 brian@rosslinden.com

e. Percent of frontage increase I = 100[F/P - 0.25] x W/30 = _________(%)f

1493 SF

2953 SF

2223 SF

3683 SF

1493 SF

2953 SF

3 BAY

4 BAY

5 BAY

1 1,493 2,223 2,953 3,683

5,500 5,500 5,500 5,500

4,125 9,625 4,125 4,125 4,125

9,625 9,625 9,625

184,174,200,226

25' - 6"

>30'

N/A

VARIES

184,174,200,226

NORTH CAROLINA NATIONAL GUARD POLE BARNS

2 BAY 3 BAY 4 BAY 5 BAY

1.0 1.0 1.0

0.35 0.12

#2 0-

NOT

APPLICABLE

NOT

APPLICABLE

NOT

APPLICABLE

NOTE: OWNER TO CONFIRM. ADDITIONAL DESIGN

REQUIRED IF LOCATED IN A FLOOD HAZARD AREA

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

Th is d raw ing an d t he de sig n s ho wn rty of Sm ith Si nn ett

Ar ch ite he re pro du cti on or us e o f th is pro pe rty w ith ou t th e w ritt en co ns en t o f th e Ar ch ite ct is pro hib ite d.

An y in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub ac tio n.

Al l co pie s o f th is d be re tur ne d t o t he

Ar ch ite ct let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

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SPECIFICATIONS

2021005 7 FEB 2022

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#2 0-

055000 METAL FABRICATIONS

This Section includes the following: Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes.

Ferrous Metals: Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated or required by structural loads.

Cast Iron: ASTM A 48/A 48M, Class 30, unless another class is indicated or required by structural loads.

General: Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at exterior walls. Provide stainless-steel fasteners for fastening aluminum. Select fasteners for type, grade, and class required.

MISCELLANEOUS MATERIALS

Zinc-Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat.

Available Products:Benjamin Moore & Co.; Epoxy Zinc-Rich Primer CM18/19.

ICI Devoe Coatings; Catha-Coat 313.

PPG Architectural Finishes, Inc.; Aquapon Zinc-Rich Primer 97-670.

Sherwin-Williams Company (The); Corothane I GalvaPac Zinc Primer.

FINISHES: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Finish metal fabrications after assembly.

Steel Finishes: Hot-dip galvanize items as indicated to comply with ASTM A 123/A 123M or ASTM A 153/A 153M as applicable.

INSTALLATION

Cast iron downspout boots: Install on building per manufacture's recommendations with stainless steel fasteners as recommended.

Downspout boots are to be furnished without finish. They are not to be painted.

Available Products:Neenah foundry Co., J.R. Hoe and Sons, Piedmont Pipe Construction Inc., or Barry Pattern & Foundry Company, Inc.

Drainage Piping: For attachment to downspout boots. 4” Black Corrugated HDPE Drain Pipe Solid.

Install at each downspout boot.

Splash Block: Premanufactured concrete splash block. Provide in lieu of Downspout boot and corrugated pipe on a site by site basis based on site related conditions.

061000 ROUGH CARPENTRY

DIMENSION LUMBER: Provide dimension lumber of grades indicated according to the ALSC National Grading Rule (NGR) provisions of the inspection agency indicated.

MISCELLANEOUS FRAMING: Grade: No. 2. Species: Southern pine

BOARDS: Where boards will be exposed in the finished work, provide the following:

Moisture Content: 19 percent maximum, Species and Grade: Southern pine, C Finish per SPIB rules.

Concealed Boards: Where boards will be concealed by other work, provide lumber with 19 percent maximum moisture content and of following species and grade: Species and Grade: Mixed southern pine, No. 2 per SPIB rules.

074100 METAL ROOF PANELS AND METAL SOFFIT PANELS

CORRUGATED METAL ROOF PANEL SYSTEM: Panel materials: 24 gauge, Grade 40 (40 ksi yield strength) structural steel ASTM A366. Panel shall be corrugated and have ribs that are specific to the profile.

Texture: panels shall be smooth.

Finish: Refer to manufacturer’s standard samples to determine final finish. All panels shall receive a factory-applied oil-coating prior to corrugating. Final finish is determined by time and geographic location. Panels do not come pre-weathered.

Fastener: Panels shall be attached to the substrate with exposed screws. All screws shall be galvanized and color coated to match panel color. They shall have a combination EPDM gasket and a painted flange to match the patina of the roofing material. Screws for panel to girt/purlins shall be of the #9-16, sufficient length to penetrate the supporting member by 1”, and fastened 24” o.c. All fasteners shall be applied in accordance with manufacturer’s recommendations.

Screws for flashings and sidelaps shall be #14 x 7/8” sheet metal stitch screws.

All accessories, flashings, and sidelaps shall be fastened 12” o.c.

Fabrication: Panels are lappable. It is recommended that individual steel roof panels not exceed 32’ in length for thermal movement reasons. Panels shall be roll-formed on a stationary industrial type rolling mill to gradually shape the sheet metal. Portable rollformers, rented or owned by the installer, are not acceptable. Fabricate flashings from the same material as the roof system.

Uplift Rating: See G0-03 structural design loads.

Structural Performance: Provide metal roof panel assemblies capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated, based on testing according to ASTM E 1592 Wind Loads: Uniform pressure of See G0-03 structural design loads, acting inward or outward.

Snow Loads: See G0-03 structural design loads.

Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace metal roof panel assemblies that fail in materials or workmanship within specified warranty period.

Warranty Period: Two years from date of Final Completion.

Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal roof panels that show evidence of deterioration of factory-applied finishes within specified warranty period. Finish Warranty Period: 10 years from date of Final Completion.

UNDERLAYMENT MATERIALS: Air and Water Barrier: Self-Adhering, High-Temperature Sheet: 30 to 40 mils thick minimum, consisting of slip-resisting, polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt adhesive, with release-paper backing; cold applied. Provide primer when recommended by underlayment manufacturer.

Slip Sheet: Manufacturer's recommended slip sheet, of type required for application.

ACCESSORIES

Roof Panel Accessories: Provide components approved by roof panel manufacturer and as required for a complete metal roof panel assembly including trim, copings, fasciae, corner units, ridge closures, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal roof panels unless otherwise indicated.

Ridge Closure assembly: Ridge assembly shall be designed to provide proper ventilation to prevent condensation and also prevent water penetration during the specified wind conditions. The ridge assembly shall be designed and installed to allow roof panels to ventilate and to expand and contract length-wise as the temperature of the roof panel changes. Minimum 12” of metal cap on each side of Ridge.

Vent: Provide premanufactured continuous 2” soffit or fascia vent Closures: Provide closures at eaves and ridges, fabricated of same metal as metal roof panels.

Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick, flexible closure strips; cut or pre-molded to match metal roof panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction.

Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer.

Flashing and Trim: Formed from same material as roof panels, pre-painted with coil coating, minimum

0.018 inch thick. Provide flashing and trim as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal roof panels.

Gutters: 6” Formed from same material roof panels. Match profile of gable trim, complete with end pieces, outlet tubes, and other special pieces as required. Fabricate in minimum 96-inch long sections, of size and metal thickness according to SMACNA's "Architectural Sheet Metal Manual."

Furnish gutter supports spaced a maximum of 36 inches o.c., fabricated from same metal as gutters.

Provide wire ball strainers of compatible metal at outlets. Finish gutters to match metal roof panels.

Gutters shall slope a minimum 1/16” per 1’ to the downspout.

Downspouts: 4” Formed from same material as roof panels. Fabricate in 10-foot long sections, complete with formed elbows and offsets, of size and metal thickness according to SMACNA's "Architectural Sheet Metal Manual". Finish downspouts to match gutters.

FABRICATION: Fabricate and finish metal roof panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements. Comply with indicated profiles and with dimensional and structural requirements.

Fabricate metal roof panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weathertight and minimize noise from movements within panel assembly.

Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of item indicated

EXECUTION

UNDERLAYMENT INSTALLATION: Air and Water Barrier: Apply over entire roof substrate, in shingle fashion to shed water, and with lapped joints of not less than 6 inches staggered 24 inches between courses. Extend underlayment into gutter trough.

METAL ROOF PANEL INSTALLATION: Metal Roof Panels: Fasten metal roof panels to supports with manufacturer approved fasteners matching color of metal roof with neoprene washers at each location and spacing recommended by manufacturer.

General: Comply with manufacturers' instructions and recommendations for installation, as applicable to project conditions and supporting substrates. Anchor panels and other components of the work securely in place, with provisions for thermal and structural movement. Install panels plumb, level, and straight with the ribs parallel, conforming to the design as indicated. Install panel system so it is watertight, without waves, warps, buckles or distortions, and allow for thermal movement considerations. Apply sealant tape or caulking as necessary at flashing and panel joints to prevent water penetration. Installation Tolerances: Shim and align panel units within installed tolerance of 1/8 inch in 20'-0" on level/plumb/slope and location/line as indicated, and within 1/16-inch offset of adjoining faces and of alignment of matching profiles.

ACCESSORY INSTALLATION

General: Install accessories with positive anchorage to building and weathertight mounting and provide for thermal expansion. Coordinate installation with flashings and other components.

Install components required for a complete metal roof panel assembly including trim, copings, ridge closures, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items.

Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant.

Provide cast iron boots at base of downspouts with splash blocks to direct water away from the building or into a subsurface drainage pipe daylighting remote from the building.

Remove temporary protective coverings and strippable films, if any, as metal roof panels are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of metal roof panel installation, clean finished surfaces as recommended by metal roof panel manufacturer.

Maintain in a clean condition during construction.

SECTION 074600 - SIDING

GENERAL

This Section includes the following:

1.Fiber-cement siding.

2.Fiber-cement soffit.

QUALITY ASSURANCE

Source Limitations for Siding and Soffit: Obtain each type, color, texture, and pattern of siding and soffit, including related accessories, through one source from a single manufacturer.

PROJECT CONDITIONS

Weather Limitations: Proceed with siding installation only if substrate is completely dry and if existing and forecasted weather conditions permit siding to be installed according to manufacturer's written instructions.

SEQUENCING

Coordinate installation with flashings and other adjoining construction to ensure proper sequencing.

WARRANTY

Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace siding that does not comply with requirements or that fails within specified warranty period. Failures include, but are not limited to, cracking, deforming, fading, or otherwise deteriorating beyond normal weathering.

Fading is defined as loss of color, after cleaning with product recommended by manufacturer, of more than 4 Hunter color-difference units as measured according to ASTM D 2244.

Warranty Period: 25 years from date of Substantial Completion.

PRODUCTS

MANUFACTURERS

SIDING

Because of the variety of types and appearances available, selecting specific products is recommended.

Revise this Article to specify actual siding selected. Pattern selections are the most commonly available types; other styles are also available.

Fiber-Cement Siding: Siding made from fiber-cement board that does not contain asbestos fibers;

complies with ASTM C 1186, Type A, Grade II; is classified as noncombustible when tested according to ASTM E 136; and has a flame-spread index of 25 or less when tested according to ASTM E 84.

Basis-of-Design Product: James Hardie Inc. ; Hardiepanel® Vertical siding or a comparable product.

Manufacturers:

1. Cemplank, Inc.

2. CertainTeed Corp.

3. First manufacturer below makes only shingle-style siding.

4. GAF Materials Corporation.

5. MaxiTile, Inc.

Vertical Pattern: 48-inch- wide sheets with Smooth texture and trims 48 inches o.c.

Panel Pattern: 48-inch- wide sheets with smooth texture.

Insert other patterns, such as shingle pattern, if required.

Factory priming is offered as an option by manufacturers listed.

Factory Priming: Manufacturer's standard acrylic primer.

SOFFIT

Fiber-Cement Soffit: Panels made from fiber-cement board that does not contain asbestos fibers;

complies with ASTM C 1186, Type A, Grade II; is classified as noncombustible when tested according to ASTM E 136; and has a flame-spread index of 25 or less when tested according to ASTM E 84.

Basis-of-Design Product: James Hardie Inc.; Hardiesoffit® Panels or a comparable product.

Manufacturers:

Same manufacturers listed for fiber-cement siding.

If retaining last subparagraph above, delete first five subparagraphs below.

1. Cemplank, Inc.

2.CertainTeed Corp.

3.James Hardie Inc.

4.MaxiTile, Inc.

Pattern: 16-inch wide sheets with smooth texture.

Ventilation: Provide unperforated soffit, unless otherwise indicated.

Factory Priming: Manufacturer's standard acrylic primer.

ACCESSORIES

Siding Accessories: Provide starter strips, edge trim, corner cap, and other items as recommended by siding manufacturer for building configuration.

Provide accessories made from same material as adjacent siding, unless otherwise indicated.

Provide accessories matching color and texture of adjacent siding, unless otherwise indicated.

Retain one of four options in first paragraph below. If retaining first, indicate colors in a separate schedule.

Flashing:

Provide aluminum flashing.

Finish for Aluminum Flashing: Siliconized polyester coating, same color as siding.

Retain one of three options in first paragraph below. Silicones cannot generally be painted.

Multicomponent urethanes can be a problem if not properly mixed, but they cure faster than single-component urethanes.

Elastomeric Joint Sealant:

Single-component urethane or Single-component neutral-curing silicone joint sealant for Use NT (nontraffic) and for Uses M, G, A, and, as applicable to joint substrates indicated, O joint substrates.

Fasteners:

1.For fastening to wood, use siding nails or ribbed bugle-head screws of sufficient length to penetrate a minimum of 1 inch into substrate.

2.For fastening aluminum, use aluminum fasteners. Where fasteners will be exposed to view, use prefinished aluminum fasteners in color to match item being fastened.

3.For fastening fiber-cement siding, use hot-dip galvanized fasteners.

Where fasteners will be exposed to view, use prefinished aluminum fasteners in color to match item being fastened.

EXECUTION

EXAMINATION

Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of siding. Proceed with installation only after unsatisfactory conditions have been corrected.

PREPARATION

Clean substrates of projections and substances detrimental to application.

INSTALLATION

General: Comply with siding manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply. Center nails in elongated nailing slots without binding siding to allow for thermal movement. Overlap joints to shed water away from direction of prevailing wind.

ADJUSTING AND CLEANING

Remove damaged, improperly installed, or otherwise defective siding materials and replace with new materials complying with specified requirements.

Clean finished surfaces according to siding manufacturer's written instructions and maintain in a clean condition during construction.

46' - 10"

3670 SF

@ 200=

19 PERSONS

3670 SF

@200

46' - 10"

2941 SF

@ 200=

15 PERSONS

2941 SF

@200

46' - 10"

2213 SF

@ 200=

12 PERSONS

2213 SF

@200

46' - 10"

1484 SF

@ 200=

8 PERSONS

1484 SF

@200

LIFE SAFETY LEGEND

EXIT ACCESS TRAVEL DISTANCE

(PER NCBC 1017) MAXIMUM 300'

LOCATION OF FIRE EXTINGUISHER ON A BRACKETFEB

OCCUPANCY FACTOR PER CODE

4500 SF

@ 100 GROSS =

45 PERSONS

ACTUAL ROOM AREA

TOTAL OCCUPANTS PER ROOM PER CODE

LOCATION OF AUTOMATED

DEFIBRILLATOR CABINET

AEDAED

NOTE: ALTERNATES SHOWN FOR CLARITY

T 919 781 8582 F 919 781 3979

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

Th is d raw ing an d t he de sig n s ho wn rty of Sm ith Si nn ett

Ar ch ite he re pro du cti on or us e o f th is pro pe rty w ith ou t th e w ritt en co ns en t o f th e Ar ch ite ct is pro hib ite d.

An y in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub ac tio n.

Al l co pie s o f th is d be re tur ne d t o t he

Ar ch ite ct let ion of th e c on tra ct.

Sm ith

Si nn ett Ar ch ite ctu re, P.

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LIFE SAFETY PLAN

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1/8" = 1'-0"G1-01L

1 LIFE SAFETY PLAN - LARGE 5 BAY

1/8" = 1'-0"G1-01L

2 LIFE SAFETY PLAN - LARGE 4 BAY

1/8" = 1'-0"G1-01L

3 LIFE SAFETY PLAN - LARGE 3 BAY

1/8" = 1'-0"G1-01L

4 LIFE SAFETY PLAN - LARGE 2 BAY

#2 0-

A1-01L

F.L5

E.L5

D.L5

C.L5

B.L5

A.L5

5.L51.L5

48' - 8"

' - 1

' - 0

' - 1

A1-01L

VEHICLE FOOTPRINT (WWSV)

A3-01

3.L5 2 A3-01

11' - 11" 12' - 0" 12' - 0" 11' - 11"

' - 8

PRE-FINISHED

ALUMINUM DOWNSPOUT

PRE-FINISHED

ALUMINUM DOWNSPOUT

PRE-FINISHED

ALUMINUM DOWNSPOUT

PRE-FINISHED

ALUMINUM DOWNSPOUT

4.L52.L5

10"x10" P.T. WOOD POST TYP.

REFER TO STRUCTURAL

DRAWINGS

DASHED LINE

INDICATES ROOF

OVERHANG ABOVE

6" LAYER OF COMPACTED

ABC STONE TYP.

NOTES

1. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND OTHER REQUIREMENTS NECESSARY FOR

CONSTRUCTION.

2. NC NATIONAL GUARD TO COORDINATE CONTINUATION OF WORK OUTSIDE OF BUILDING.

3. DOWNSPOUTS TO BE TIED INTO UNDERGROUND PIPING IN COORDINATION WITH NATIONAL GUARD CIVIL DRAWINGS.

4. INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

5. CONCRETE CONTROL JOINTS SHALL BE AS SHOWN ON PLANS AND ELEVATIONS OR SPACED AT A MAXIMUM OF 15'-0" OC

6. REFER TO STRUCTUAL DRAWINGS FOR LOCATION OF REINFORCING, BEAMS, BRACING, ETC.

7. MAINTAIN POSITIVE FLOOR DRAINAGE TOWARD OPEN PERIMETER.

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

F.L5E.L5D.L5C.L5B.L5A.L5

METAL ROOF

PREFINISHED ALUMINUM GUTTER

STAIN ALL POSTS AND EXTERIOR WOODWORK

CONTINUOUS TO INSIDE B.O. TRUSSWORK.

PRE-FINISHED ALUMINUM DOWNSPOUT

REFERENCE DETAIL

10x10 P.T POST. TYP.VEHICLE

FOOTPRINT

(WWSV) /3 A3-01

KNEE BRACE, REFER TO STRUCTURAL

DRAWINGS

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

5.L5 1.L53.L5

18"x24" ALUMINUM

GABLE VENT WITH 50%

CLEAR AREA. INCLUDE

1/8" INSECT SCREEN

METAL ROOF

LAP FIBER CEMENT SIDING

COUNTERSINK BOLTS UNDER

FIBER CEMENT SIDING

IN BEAM ON GABLE ENDS

VEHICLE

FOOTPRINT

(WWSV)

4.L5 2.L5

KNEE BRACE, REFER TO

STRUCTURAL DRAWINGS

A3-01

TYP.

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

5.L51.L5

VEHICLE

FOOTPRINT

(WWSV)

3.L5

18"x24" ALUMINUM

GABLE VENT WITH 50%

CLEAR AREA. INCLUDE

1/8" INSECT SCREEN

METAL ROOF

LAP FIBER CEMENT SIDING

COUNTERSINK BOLTS UNDER

FIBER CEMENT SIDING

IN BEAM ON GABLE ENDS

4.L52.L5

KNEE BRACE, REFER TO

STRUCTURAL DRAWINGS

A3-01

TYP.

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

F.L5 E.L5 D.L5 C.L5 B.L5 A.L5

VEHICLE

FOOTPRINT

(WWSV

METAL ROOF

PREFINISHED ALUMINUM GUTTER

STAIN ALL POSTS AND EXTERIOR WOODWORK

CONTINUOUS TO INSIDE B.O. TRUSSWORK.

PRE-FINISHED ALUMINUM DOWNSPOUT

REFERENCE DETAIL

10x10 P.T POST. TYP.

/3 A3-01

KNEE BRACE, REFER TO STRUCTURAL

DRAWINGS

T 919 781 8582 F 919 781 3979

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

Th is d raw ing an d t he de sig n s ho wn rty of Sm ith Si nn ett

Ar ch ite he re pro du cti on or us e o f th is pro pe rty w ith ou t th e w ritt en co ns en t o f th e Ar ch ite ct is pro hib ite d.

An y in frin ge me nt of the ow ne rsh ip rig hts wi ll b e s ub ac tio n.

Al l co pie s o f th is d be re tur ne d t o t he

Ar ch ite ct let ion of th e c on tra ct.

Sm ith

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2/8 /20

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P M

A1-01L

FLOOR PLAN - 5

BAY LARGE DESIGN

2021005 7 FEB 2022

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1/4" = 1'-0"A1-01L

1 FLOOR PLAN - LARGE DESIGN 5 BAY

1/8" = 1'-0"A1-01L

5 BUILDING ELEVATION EST

1/8" = 1'-0"A1-01L

4 BUILDING ELEVATION NORTH

1/8" = 1'-0"A1-01L

2 BUILDING ELEVATION SOUTH

1/8" = 1'-0"A1-01L

3 BUILDING ELEVATION WEST

#2 0-

A1-02L

E.4L

D.4L

C.4L

B.4L

A.4L

3.4L1.4L

11' - 11" 12' - 0" 12' - 0" 11' - 11"

' - 1

' - 0

' - 1 1"

2.4L 2 A3-01

A3-01

WATER WELL SUPPORT VEHICLE (WWSV) FOOTPRINT

' - 7

48' - 8" PRE-FINISHED

ALUMINUM DOWNSPOUT

PRE-FINISHED

ALUMINIUM DOWNSPOUT

PRE-FINISHED

ALUMINUM DOWNSPOUT

PRE-FINISHED

ALUMINUM DOWNSPOUT

2.L6 2.L7

DASHED LINE

INDICATES ROOF

OVERHANG ABOVE

10"x10" P.T. WOOD POST TYP.

REFER TO STRUCTURAL

DRAWINGS

6" LAYER OF COMPACTED

ABC STONE TYP.

NOTES

1. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND OTHER REQUIREMENTS NECESSARY FOR

CONSTRUCTION.

2. NC NATIONAL GUARD TO COORDINATE CONTINUATION OF WORK OUTSIDE OF BUILDING.

3. DOWNSPOUTS TO BE TIED INTO UNDERGROUND PIPING IN COORDINATION WITH NATIONAL GUARD CIVIL DRAWINGS.

4. INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

5. CONCRETE CONTROL JOINTS SHALL BE AS SHOWN ON PLANS AND ELEVATIONS OR SPACED AT A MAXIMUM OF 15'-0" OC

6. REFER TO STRUCTUAL DRAWINGS FOR LOCATION OF REINFORCING, BEAMS, BRACING, ETC.

7. MAINTAIN POSITIVE FLOOR DRAINAGE TOWARD OPEN PERIMETER.

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

E.4L D.4L C.4L B.4L A.4L

METAL ROOF

PREFINISHED ALUMINUM GUTTER

STAIN ALL POSTS AND EXTERIOR WOODWORK

CONTINUOUS TO INSIDE B.O. TRUSSWORK.

PRE-FINISHED ALUMINUM DOWNSPOUT

REFERENCE DETAIL

10x10 P.T POST. TYP.VEHICLE

FOOTPRINT

(WWSV /3 A3-01

KNEE BRACE, REFER TO STRUCTURAL

DRAWINGS

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

3.4L 1.4L2.4L

18"x24" ALUMINUM

GABLE VENT WITH 50%

CLEAR AREA. INCLUDE

1/8" INSECT SCREEN

METAL ROOF

LAP FIBER CEMENT SIDING

COUNTERSINK BOLTS UNDER

FIBER CEMENT SIDING

IN BEAM ON GABLE ENDS

VEHICLE

FOOTPRINT

(WWSV)

2.L62.L7

KNEE BRACE, REFER TO

STRUCTURAL DRAWINGS

A3-01

TYP.

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

3.4L1.4L 2.4L

18"x24" ALUMINUM

GABLE VENT WITH 50%

CLEAR AREA. INCLUDE

1/8" INSECT SCREEN

METAL ROOF

LAP FIBER CEMENT SIDING

COUNTERSINK BOLTS UNDER

FIBER CEMENT SIDING

IN BEAM ON GABLE ENDS

VEHICLE

FOOTPRINT

(WWSV)

2.L6 2.L7

KNEE BRACE, REFER TO

STRUCTURAL DRAWINGS

A3-01

TYP.

GRADE LEVEL

BOTTOM OF BEAM

15' - 0"

E.4LD.4LC.4LB.4LA.4L

METAL ROOF

PREFINISHED ALUMINUM GUTTER

STAIN ALL POSTS AND EXTERIOR WOODWORK

CONTINUOUS TO INSIDE B.O. TRUSSWORK.

PRE-FINISHED ALUMINUM DOWNSPOUT

REFERENCE DETAIL

10x10 P.T POST. TYP.

VEHICLE

FOOTPRINT

(WWSV

/3 A3-01

KNEE BRACE, REFER TO STRUCTURAL

DRAWINGS

T 919 781 8582 F 919 781 3979

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

Th is d raw ing an d t he de sig n s ho wn rty of Sm ith Si nn ett

Ar ch ite he re pro du…

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