AP FM REVIEWH A RNE`.TTI(j=N TV( EMERGENCY SERVICES
Harnett REIVIEUVORIED' MIR ODE C
C 0 U N T Y 41 v
Contact PersontAddress
Contact Email:
Contact Phone:
Contractor's Name/info:
Contractor's Phone:
• Plans that are submitted will be reviewed as quickly as possible with an average time of review
between 7-10 working days.
• Status checks may be conducted on plan reviews by visiting the website
http://hteweb.harnett.orQ/Click2GovBP/Index.isp or by calling the Harnett County Central Permitting
Office (910-893-7525, Option #2), or the Harnett County Fire Marshal's Office (910-893-7580).
Approved plans must be picked up from the Central Permitting Office and all fees paid before any
required inspections can be conducted.
Harnett
0
"I'llan Review, Inspection, and Permit Fees
Application Number
1850043685
$200.00
❑
Explosive Material (90 Days)
$ _
$100.00
❑
Explosive Materials (72 Hours)
$ _
$100.00
❑
Fireworks Public Display
$ _
$50.00
E
Final Inspection
$ 50.00
$35.00 +$2.00 per device
❑
Fire Alarm Testing
$ -
$35.00 + $2.00 per nozzle
❑
Fixed Fire Suppression
$ -
$75.00
❑
Insecticide Fog/Fumigation
$ -
$100.00
❑
Pipe Test/UST/AGST
$ -
$50.00
❑
Plans up to 5000 sq ft
$ _
$100.00
D
Plans 5001 sq ft to 10,000 sq ft
$ 100.00
$150.00
❑
Plans 10,001 sq ft to 25,000 sq ft
$ -
$250.00
❑
Plans 25,001 sq ft and over
$ -
$35.00 + 2.00 per head
❑
Sprinkler Certification Test
$ -
$50.00
❑
Standpipe Testing
$ -
$50.00
❑
Special Assembly
(ie. amusement buildings, carnivals, fairs)
$ -
$75.00
Tents/Canopies/Air Supported Structure
$ -
$100.00
El
Tank Installation (charge for each tank)
$100.00
❑
Tank Removal (charge for each tank)
$ -
Total Devices/Heads
$ -
Total Cost
$ 150.00
Code Enforcement Official
Rodney Daniels
4/4/2028
Harneft
°' t
Fire Marshal Division
April 4, 2018
Joseph Jefferies
185 Pine State Street
Lillington, NC 27546
RE: Pine State Rx, LLC
185 Pine State Street
Lillington, NC 27546
Application Number 18-50043685
Mr. Jefferies,
Thank you for submitting the plans for the up fit. The plans have been carefully
reviewed by a qualified code enforcement official to examine for full compliance with
the North Carolina Fire Prevention Code and all other fire protection regulatory
documents. There are some items that were found during the plan review process that
need to be addressed before a final inspection of the new facility can be given. These
items are outlined and described below.
® 906.1 Fire Extinguishers
o Fire extinguishers shall be placed not to exceed 75' distance of travel.
o The fire extinguishers provided shall have a minimum rating of 2A 1013: C
and shall not be installed higher than 5 feet above the finished floor.
506.1 Knox Box
Keys for front entrance door and access doors to fire service equipment
rooms shall be provided to be placed in the existing, complex Knox box
installed on the premises.
Notes
Please call to schedule fire final through the Fire Marshal's Office at (910) 893-7580.
Thank you again for submitting the plans for the up fit. Please review the plans and
adhere to any notes and alterations that were made in addition to the original drawings.
COUNTY
�.
These remarks are for the plans that were submitted and its original intent. These remarks
do not apply if the original intent changes or what was submitted on the above date
changes. If you have any questions, please do not hesitate to call this office
Again, thank you and we look forward to working with you during the construction
period!
Sincerely,
G
Rodney Da cels
Fire Marshal
I 71A 1,
Name of Project: A e- _5 A,
P;
Address:
Proposed Use:
Owner/Authorized Agent:
Owned By:
Code Enforcement Jurisdiction:
Zip Code
Phone # E -Mail
City/County Private El State
City____County_______ [-I State
LEAD DESIGN PROFESSIONAL:
Construction Type:
FI I -A El 11-A
(check all that apply)
F1 I -B 9 11-B
DESIGNER FIRM
NAME LICENSE #
TELEPHONE # E-MAIL
Architectural
Fire District:I No
3
Civil
Electrical
Fire Alarm
Plumbing
Mechanical
Sprinkler -Standpipe
Structural
Retaining Walls >5' High
Other
2012 EDITION OF NC CODE FOR: E] New Construction El Addition [:1 Upfit
EXISTING: [] Reconstruction El Alteration M Repair %ffRenovation
CONSTRUCTED: (date) ORIGINAL USE(S) (Ch. 3).
RENOVATED: (date)
CURRENT USE(S) (Ch, 3) g
PROPOSED USE(S) (Ch. 3):
BASIC BUILDING DATA
Construction Type:
FI I -A El 11-A
(check all that apply)
F1 I -B 9 11-B
Sprinklers: E] No
E3Partial X Yes
Standpipes: No
[:] Yes Class E] I
Fire District:I No
!Yes (Primary)
Building Height: (feet)
E3 111 -A El 1v
F-1 111-B
F-1 NFPA 13 Fl NFPA 13R
El It F� III VLWet El Dry
Flood Hazard Area: 5q No
[I V-A
El V -B
El NFPA 13D
Ful -M
FLOOR ExISTING (sQ FF) NEW (sQ FT) SuB-TOTAL
61 Floor
—Floor
4' Floor
3' Floor
2" Floor
Mezzanine
4" Floor
Basement
TOTAL
A&LOWABI,E ARF -A
Occupancy:
Assembly RA - I DA -2 E3A-3 0 A-4 Ej A-5
Business 11
Educational 13
Factory El F- I ModerateFl F-21 Low
Hazardous E] H -I Detonate E] H-2 Deflagrate E] H-3 Combust Ej H4 Health El H-5 HPM
Institutional
r_1 1-1 Fj 1-2 E11-3
E:11-4
1-3 Condition El 1 02
E13 Fj4 [_15
Mercantile
1:1
Residential
0 R- I n R-2 El R-3
[I R-4
Storage
E] S -I Moderate
El S-2 Low Ej High -piled
El Parking Garage E] Open [] Enclosed F1 Repair Garage
Utility and Miscellaneous El
Accessory Occupancies:
Assembly
nA-1 []A-2 E] A-3
E] A-4 E] A-5
Business
El
Educational
n
Factory
0 F- I Moderate n F-2 Low
Hazardous [] H-1 Detonate E] H-2 Deflagrate E] H-3 Combust 0 H-4 Health Ej H-5 HPM
Institutional F) 1-1 R 1-2 0 1-3 EJI-4
1-3 Condition E] I E] 2 F-13 [:14 [_1 5
Mercantile El
Residential ❑R-1 E]R-2 R R-3 0 R-4
Storage ❑ S-1 Moderate F-1 S-2 Low FI High -piled
❑ Parking Garage ❑ Open M Enclosed [j Repair Garage
Utility and Miscellaneous El
[I Furnace room where any piece of equipment is over 400,000 Btu per hour input
El Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower
E] Refrigerant machine room
El Hydrogen cutoff rooms, not classified as Group H
0 Incinerator rooms
EjPamt shops, not classified as Group H, located in occupancies other than Group F
El Laboratories and vocational shops, not classified as Group H, located in a Group E or 1-2 occupancy
[I Laundry rooms over 100 square feet
El Group 1-3 cells equipped with padded surfaces
El Group 1-2 waste and linen collection rooms
El Waste and linen collection rooms over 100 square feet
F1 Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons, or a lithium -
ion capacity of 1,000 pounds used for facility standby power, emergency power or uninterrupted power
supplies
El Rooms containing fire pumps
[I Group 1-2 storage rooms over 100 square feet
El Group 1-2 commercial kitchens
El Group 1-2 laundries equal to or less than 100 square feet
El Group 1-2 rooms or spaces that contain fuel -fired heating equipment
Special Uses: R 402 E] 403 0 404 [] 405 [] 406 F-1407 Ej 408 EJ409 F1410 R411n412
F-1413 Fj 414 E] 415 ❑ 416 F-1 417 0 418 [] 419 E] 420 [1421 Fj 422 E] 4230 424
E1425 F-1 426 E3427
Special Provisions: F1 509,2 El 5093 El 509.4 [:] 509.5 [y] 509,6 ❑ 509.7 [:1509,8 [-1 509.9
Mixed Occupancy: 11 No E3 Yes Separation: Hr, Exception:
VDIVIAZOWT, at i MMT -
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 the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, -,hall apply to the entire building.
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.
Actual Area !2LQLcu
panci, A + Actual Area o1'0ccypgncy B <
A lloivable Area of Occupancy A Allowable Area of Occupancy B
< 1.00
STORY NO.
DESCRIPTION
(A)
(B)
(C) (D)
(E)
W
AND USE
BLDG AREA
TABLE 5035
AREA FOR AREA POR
ALLOWABLE
MAXIMUM
PER STORY
AREA
FRONTAGE SPRINKLER
AREA OR
BUILDING
t(ACTUAL)
INCREASE' INCREASE`
UNLIMITED3
AREA'
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) =
(FiP)
d, W = Minimum width of public way
(W)
e, Percent of frontage increase If= '100[F/P-0,25]x W/30 o(%)
The sprinkler increase per Section 506.3 is as follows:
a. Multi -story building 1, = 200 percent
b. Single story building 1, = 300 percent
Unlimited area applicable under conditions of Section 507,
Maximum Building Area _ total number of stories in the building x E (506.4),
The maximum area of open parking garages must comply with Table 406.3.5, The maximum area of air traffic
control towers must comply with Table 412. 1.2.
wammaimman�' K4UP.1misaw
BUILDING ELEMENT FIRE
RATING DETAIL #
DESIGN #
DESIGN # FOR
—
DESIGN #
SEPARATION REQ'D
PROVIDED AND
FOR
RATED
FOR
DISTANCE
(W/ SHEET#
RATED
PENETRATION
RATED
ELET
REDUCTION)
ASSEMBLY
JOINTS
Structural Frame,
including columns, girders,
trusses
JI-naa Walls
North
East
West
South
Interior
Nonbearing Walls and
Partitions
Exterior walls
North
East
West
South
Interior walls and eartitions
Floor Construction
Including supporting beams
and joists
Roof Construction
Including supporting beams
and joists
Shaft Fnclosures - Exit
Shaft Fnclosures - Other
Corridor Sq?aration
Occupancy Separavon
Party;Fire Wall S aration
Smoke Barrier IeLaratron
Tenant S aration
Incidental Use S2aration
* Indicate section number permitting reduction
Emergency Lighting: M No ff Yes
Exit Signs: E3 No a Yes
Fire Alarm: F] No 0 Yes
Smoke Detection Systems: ❑ No EJ Yes 0 Partial
Panic Hardware: ❑ No 12 Yes
E] Fire and/or smoke rated wall locations (Chapter 7)
[] Assumed and real property line locations
K#MW1 rarT.r.
I a
n
Exterior 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 area
Exit access travel distances (1016)
Common path of travel distances (10143 & 102&8)
Dead end lengths (10 18.4)
Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.1)
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 (100&.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 devices
Location 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 DWELLING UNITS
(SECTION 1107)
I COME
ACCESSIBLE ACCESSIBLE TYPE A TYPE A TYPE B TOTAL
- I I PROVIDED
UNITS UNITS UNITS UNITS UNITS LYPE B ACCESSIBLE UNITS
INITS
REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED
PROVIDED
W=aL 1!J
ACCESSIBLE PARKING
(SECTION 1100
LOT OR PARKING TOTAL# OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL - #
AREA REQUIRED PROVIDED REGULAR WITH VAN SPACES WITH ACCESSIBLE
5' ACCESS 132"AccEss8'ACCESS PROVIDED
AISLE AISLEAISLE
r
TOTAL
STRUCTURAL DESIGN
DESIGN LOADS:
Importance Factors: Wind (1w)
Snow (Is)
Seismic (IE)
Live Loads. Roof
psf
Mezzanine psf
Floor psf
Ground Snow Load: psf
Wind Load: Basic Wind Speed mph (ASCE-7)
Exposure Category
Wind Base Shears (for MWFRS) VX 3
2.1it Vv
SEISMIC DESIGN CATEGORY: A EIB EIC EID
Provide the fol1wving Seismic Design Parameters:
Occupancy Category (Table 1604.5) ❑ 1 1111 EJ III El IV
Spectral Response Acceleration Ss %a St --- %g
Site Classification (Table 1613,5.2) El B- b- C 2 En E E] F
Data Source: E] Field Test Q Presumptive Ej Historical Data
Basic structural system (check one)
ZBearing Wall El Dual w/Special Moment Frame
Building Frame EJ Dual w/Intermediate RIC or Special Steel
❑ Moment Frame Q Inverted Pendulum
Seismic base shear: VxVy
Analysis Procedure: ;nmed Q Equivalent Lateral Force E] Dynamic
Architectural, Mechanical, Components anchored? [I Yes [:] No
LATERAL DESIGN CONTROL: Earthquake Ej Wind Fr
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) psf
Presumptive Bearing capacity psf
Pile type, size,
I . pe, and capacity
SPECIAL INSPECTIONS REQUIRED: 0Yes R No
PLUMBING FIXTURE REQUIREMENTS
(TABLE 2902.1)
USE WATERCLOSETS URINALS LAVATORIES SHOWERS/ DRINKING FOUNTAINS
-IMALE, I FEMALE MALE I FEMALE - TUBS REGULAR, . ACCESSIBLE
SPACE EXISTING
NEW
REQUIRED
SPECIAL APPROVALS
Special approval: (Local Jurisdiction, Department of Insurance, CISC, DPI, DHHS, ICC, etc,, describe below)
ENERGY SUMMARY
ENERGY REQUIREMENTS:
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.
Climate Zone: F1 3
F] 4 E35
Method of Compliance:
9Prescriptive
(Energy Code)
E] Performance
(Energy Code)
] Prescriptive
(ASHRAF 90.1 }
[] Performance
(ASHRAE 90.1 }
Roof/ceiling Assembly (each assembly)
Description of assembly: fd* 8,
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:
Exterior Walls (each assembly)
Description of assembly:
ti
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:
Walls below grade (each assembly)
Description of assembly:
U -Value of total assembly:
R -Value of insulation:
Floors over unconditioned space (each assembly)
Description of assembly:
U -Value of total assembly:
R -Value of insulation:
Description of assembly:
-
U -Value of total assembly:
R -Value of insulation:
HorizontaUvertical requirement:
slab heated:
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEINIS AND EQUIPMENT
Thermal Zone
winter dry bulb: lot_
summer dry bulb:
Interior design conditions 00�
winter dry bulb:
summer dry bulb:
relative humidity:
Building heating load: A
Building cooling load: _0'jt�t
Mechanical Spacing Conditioning System
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.:
List equipment efficiencies:
Method of Compliance:
Energy Code: Prescriptive El Performance
ASHRAE 90.1: ❑ Prescriptive E] Performance
Lighting schedule (each fixture type)
pe)
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
Additional Prescriptive Compliance
M 506.2.1 More Efficient Mechanical Equipment
0 506.2.2 Reduced Lighting Power Density
E3506.2.3 Energy Recovery Ventilation Systems
F1 506.2.4 Higher Efficiency Service Water Heating
M 506.2.5 On -Site Supply of Renewable Energy
D 506,2.6 Automatic Daylighting Control Systems