LAND USE Initial Application Date: /2 _ 7 1, Application # ! ✓ ✓ v D 2 5- 7 2 7
DRB # CU #
COMMERCIAL
COUNTY OF HARNETT LAND USE APPLICATION
Central Permitting 108 E. Front Street, Lillington, NC 27548 Phone: (910) 893 -7525 Fax: (910) 893 -2793 www.harnett.orglpermits
LANDOWNER: Pick N Move LLC Mailing Address: 2114 Roland Glen Rd.
City: Cary State: NC Zi 27519 Contact # 919- 7574181 Email:
APPLICANT*: Sign & Awning Systems, Inc Mailing Address: 2785 US Hwy. 301 N.
City: Dunn State: NC zi 28334 c # 910 -892 -5900 Email: sasinc @charter.net
`Please fill out applicant information If different than landowner
CONTACT NAME APPLYING IN OFFICE: Rachel Taylor / Mickey Hodges phone # 910 - 892 - 5900
PROPERTY LOCATION: Subdivision: Chalybeate Store Lot #: Lot Size: /
State Road # State Road Name: 9101 US 401 N. Map Book &Page: (7IS l
Parcel: 080654 0064 FIN 0654 - 524320.000
Zoning: comet Flood Zone:
X Watershed Deed Book &Page: 02690 / 0510 Pourer Company:
New structures with Progress Energy as service provider need to supply premise number from Progress Energy.
SPECIFIC DIRECTIONS TO THE PROPERTY FROM LILLINGTON: take US 401 north toward Fuquay - location is about 7.5 miles out on left
PROPOSED USE:
❑ Multi - Family Dwelling No. Units: No. Bedrooms/Unit:
❑ Business Sq. FI. Retail Space: Type: # Employees: Hours of Operation:
❑ Daycare # Preschoolers: # Afterschoolers: # Employees: Hours of Operation:
❑ Industry Sq. Ft: Type: # Employees: Hours of Operation:
❑ Church Seating Capacity: n # Bathrooms: Kitchen:
S' Accessory /Addition /Other (Size 16•I x 92 rr) Use: id - freestanding sign
Water Supply: County _ Existing Well New Well (# of dwellings using well ) 'MUST have operable water before final
Sewage Supply: _ New Septic Tank (Complete Checklist) _ Existing Septic Tank (Complete Checklist) _ County Sewer
Comments:
If permits are granted I agree to conform to all ordinances and laws of the State of North Carolina regulating such work and the specifications of plans submitted.
I hereby state that foregoing statements are accurate and correct to the best of my knowledge. Permit subject to revocation If false information Is provided.
I I
\ & I ,.. Li,. .%. .s. _ A .- I1
Signature of � ner r Owners Agent Date
• "This application expires 6 months from the Initial date It permits have not been Issued ««
A RECORDED SURVEY MAP, RECORDED DEED (OR OFFER TO PURCHASE) AND PLAT ARE REQUIRED WHEN APPLYING FOR LAND USE APPLICATION
Commercial Land Use Application Page 1 of 1 08 /10
96.00 in
— i
6000 in PURE
2000 In Regular I6.00 in
144.00 in
2 Diesel
U 00 in 16.00 in
48.00 in
4 Lftj _ 1 ,
;I
i
28600iu
-- 8" Square
Tubing
140. 006, •
1 '
1 6' Man
ag !
PURE GASOLINE
5' x 8' 113 Sign / 20" x 44" LCD / 4' x 8' Marquee
SIGN & AWNING SYSTEMS, INC.
2985 US Hwy 301 N Dunn NC 20334
PH 910.892.5900 F% 910.892.2140
HONEYCUTT ENGINEERING Job: Pure Gasoline
16735 SpiveysComer Hwy Sheet 1 of 2
Dunn, NC 28334 Calculated By: Jason M. Honeycutt
910 - 237 -0734 Date: 11/10/10
Sign Foundation Design For.
Location = Haman County Height of Sign Face, ft = 12.3
Design Wind Velocity (V), mph = 100 Width of Sign Face, ft = 8
HelgM of Structure (Z), ft = 24 Height of Flashing Face, ft = 0
Hz = 0.48 Width of Flashing Face, ft = 0
Exposure = B Length of Pole, ft = 24
Structural Classification = I Width of Pole, ft = 1.3
Importance Factor (I) = 1 Area of Sign Face, ftA2 = 98.4
Gust Response Factor (Gh & Gz) = 1.54 Area of Flashing Face, f 2 = 0
Geometry Force Coeffenl (Cf) = Area of Pole. WI = 31.2
Round = 0.75, Square/Rect = 1.2 1.2 Moment Ann of Sign Face, ft = 17.8
Max Allow. Stress, ksl = 30 Moment Ann of Flashing Face, ft = 0
• Number of Poles = 2 Moment Arm of Pole, if = 12
Determine Velocity Pressure: .
Qz =0.00256AKz'(I•V)A2 Qza 11.8
Determine Wind Force:
F = Qz * ( Gh& Gz) • Cf - A Sign: Fs= 2.14
Flashing: Ff = 0.00 •
Pole: Fp = 0.88
Ftotel (kips) = 2.82
Moment Calculations:
M = F ' Moment Arm Sign: Ma = 38.12 •
Flashing: MI = 0.00
Pole: Mp = 8.15
Mtotal (kips -ft) 48.28
Section Requirement Calculation:
Sreq = Mtotal / max allowable stress Sreq (In*3) = 9.253
USE: 8" x 8" x 8118" Steel Tubing
Embedment Depth Required:
Force on Pole (P), Ibs = 2820
Height Above Ground the Load Is Applied (H), ft = 16.40
Diameter of Foundation or Pole (B), ft = 2.5
Passive Soil Allowable Pressure (p), psi =
Ranges from 100 - 400 400
Assumed depth (d), ft = 2000 6.2 ``\�� � � A R 0� �0 '
Soil pressure, (psi)
SSIO' • •,
Steel Specification: A500 Grade B, 50 leak , Q
- • 4�c N
Concrete pressure, (psi) 3000 -: z; a WO- 1 _
Si-pd/3 SI a 8 26.67 p . •rz- •
A =2.34 "P /( Si* B) Aa 1.80 fNGVp1 -
d= (A/2) "(1 +(1 +(4.36 °H /A)) ^0.5) d= 6.20 %,S'• - •• • � �
o M '0O,jo
HONEYCUTT ENGINEERING Job: Pure Gasoline
16735 Solves; Comer Hwy Sheet 2012
Dunn, NC 28334 Calculated By: Jason M. Honeycutt
910-237-0734 Date: 11110110
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