DOCUMENTS Initial application Dew06/05l18 AppRzibn# f /J 5a )1`T)03
CLNI
COUNTY OF HARNETT RESIDENTIAL LARD USE APPLICATION
Central PamdtlFg 108 E Front Street.LIAIn9bn,NC 27548 Phone:(910)893-7525 ext2 Fax(910)8932793 www.hamed.orglpermlle
"A RECORDED BURVEY NAP,RECORDED DEED(OR OFFER TO PURCHASE)d 811E PLAN ARE SECURED WHEN BUBNNTBO A LAND US APPLICATION"
LANDOWNER:Derle Haggett Malang Address:147 Shepard Drive
City stat:NC LP.28356 Contact No:9195916560 Email:
APPLICANT':Peter Denimla Melling Addrss:919 N Main Street
Mooresville Ctl :NC 71p:26115Confect Na 704-209-9893 EmaB:m)arvis@powerhome.com
*Pisan 1N out applicant htamldkn I different then landowner
CONTACT NAME APPLYING IN OFFICE:Megan Jarvis Phone#7°4-2°9-9893 C�
PROPERTY LOCATION:Subdivision: Lot t. {S Lot She_'S�-1C2C
Stets Road#147 Stsb Road Nanta:Shepard Drive
Bode 8 Pegs^/D)t�/.-� 1. )
Parcel: 120555021649 n V� PIN:0555-42-0820.0004
Zonis ?Ebod Zone: 1c Watershed:/x.A 1 Deed Book 8 Pa9':�170 S/ aof Power Cmpany: Duke Energy Progress
'New structures with Progress Energy es service provider need to supply premise number Dorn Pmgres Energy.
PROPOSED USE:
Monolithic
❑
SFO:(Sire_x )#Bedrooms:_#Baths:_Basement(wMo bath):_Garage:_Deck:_Crawl Spam:_Slab:_SIeb:_
Os the bonus room finished?Li Yes U no w/a closet?U yes U no(If yes add In with#bedrooms)
❑ Mod:(Sha_x )#Bedrooms #Baths_Basement(mvo bath) Garage: Site Built Deck_ On Frame_Off Frame_
(Is the second floor finished?( )yes Lino My other sits built additions?U yea Lino
❑ Manufactured Home: SW OW TW(SWx )#Bedrooms: Garage: (site built? )Deck (sits bun? )
O Duplex(Ste x )No.Building°. No.Bedrooms Per Unit
O Home Occupation:I Rooms: Use: 1�1n1 Hours of Operation: #Employees:
D MdItlon/Aaceay(DNr.(She x )Use: ( ri'CQIr PSA g�n� � c' Closets in addition?U yes Li no
Mee
ngs us g well
Water Supply County Existing Well New Well(#W dweNrga uaMg xwtl )'Must have operable water batons final
Sewage Supply New Septic Tank(Complete Cr/schist) Edeting Septa Tank(Complete Checklist) _County Sewer
Does owner of this tract of NM,own land that contains a manufactured home wfi)dn five hundred feet(50O)of tract Wed above?(j yes ( )no
Dos the progeny contain any easements whether underground or overhead Li yes Li no
StucWa Proposed):Single family dwellings: + e ' 1 Manufactured Homes: Other(sPedfy):
Required Reside 11a1 Property Line Comitants:
Front Minimum Aelud
Rear
Closest Side
SMestreakomer let
Nearest Building
on same lot
Residential Land Use Application Page 1 of 2 03/11
APPLICATION CONTINUES ON BACK
SPECIFIC DIRECTIONS TO THE PROPERTY FROM UWNOTON: Head west on E Front St toward S 1st St
Turn left onto US-401 VS Main St Continue to follow US-401 S
Tum right onto McNeill Hobbs Rd
Turn left onto Wire Rd
Turn right onto Kenlan Rd
Turn lett onto Shepard Dr Destination will be on the left
If permits are granted I agree to conform m all ori and laws of the State of North Carolina regulating such work and the epecllcatiplans ons of submitted.
I hereby slate that foregoing statements are accure d correct to the best of my knowledge. Penne subject to revomtlon a false information Is provided.
Oak:
a�) 06/05/18
Signature of rot Mm ':P,t Dine
"M Is the ownedspplicants responsibility to provide the county with any applicable Information about the subjM property,Including but not limited
to:boundary informedon,house location,underground or overhead ssesmenb,etc.The county or Its employes are not responsible for any
Incorrect or missing Information that is contained within these applications.'"
'Rids appecatlon expires 6 months from the initial dab N permits haw not been bluer
Residential Land Use Application Page 2 of 2 03/11
09/09/11 Application#
Harnett County Central Permitting
PO Box 85 Lilhn9an NC 27548
Each section beam to be filled out 910 893 7525 Fax 910 893 2793 www hemett erg/permits
by whomever Performing work
Must be owner or licensed
contractor Address company Application for Residential Budding and Trades Permit
name 8 phone must match
Owners Name Dana Hoggatt Date 06/04/18
Site Address 147 Shepard Drive Phone
Directions to job site from Lillington
Subdivision Lot
24 roof mounted modules,grid tied.7.08 KW solar installation on
Description of Proposed Work exiaanE residence it of Bedrooms
Heated SF Unheated SF Finished Bonus Room9 Crawl Space _Slab
General Contractor Information
Power Home Solar 704-209-9893
Building Contractors Company Name Telephone
919 N Main Street.Mooresville,NC 28115 mjarvis@powerhome.com
Address Email Address
60946
License#
€Iectncs!Contractor Information
Description of Work Same as ahov` Service Size _Amps T-Pole _Yes_No
Power Home Solar 704-209-9893
Electrical Contractors Company Name Telephone
919 N Main Street,Mooresville,NC 28115 mjarvis@Powerhome tom
Address Email Address
26074-U
License#
ylechanicaliHVAC Contractor Information
Description of Work
Mechanical Contractors Company Name Telephone
Address Email Address
License#
plumbing Contractor Information
Description of Work #Baths
Plumbing Contractors Company Name Telephone
Address Email Address
License#
Insulation Contractor Information
Insulation Contractors Company Name&Address Telephone
*NOTE General Contractor must fill out and sign the second page of this application
I hereby certrfy that I have the authority to make necessary application that the application is correct
and that-the construction will conform to the regulations in the Building Electrical Plumbing and
Mechanical codes and the Harnett County Zoning Ordinance I state the information on the above
contractors is correct as known to me and that by stoma below I have obtained all subcontractors
permission to obtain these permits and rf 3Dy changes occur including listed contractors site plan
number of bedrooms building and trade plans Environmental Health permit changes or proposed use
changes I certify it is my responsibility to notify the Harnett County Central Permitting Department of
any and all changes
EXPIRED PERMIT FEES-a Months to 2 years permit re-issue fee is$150 00 After 2 years re-issue fee
is as per current fee schedule m
0 V 06/04/18
Signature of OwnerIContractorlOfhcer(s)of Corporation Date
Affidavit for Worker's Compensation NC G S 87-14
The undersigned applicant being the
x General Contractor _Owner x Officer/Agent of the Contractor or Owner
Do hereby confirm under penalties of perjury that the person(s) firm(s)or corporation(s)performing the work
set forth in the permit
x Has three(3)or more employees and has obtained workers compensation insurance to cover them
Has one(1)or more subcontractors(s)and has obtained workers compensation insurance to cover
them
Has one(1)or more subcontractors(s)who has their own policy of workers compensation insurance
covenng themselves
Has no more than two(2)employees and no subcontractors
While working on the project for which this permit is sought it is understood that the Central Permitting
Department issuing the permit may require certificates of coverage of workers compensation insurance pnor
to issuance of the permit and at any time dunng the permitted work from any person firm or corporation
carrying out the work
Company or Name PoWfr Horn Solar
Sign w/Title General Contactor (Peter uemroia) e°" Date 06/04n8
Structural Capacity, PC
STRUCTURAL CONSULTING GROUP
June 02,2018
Ms.Sarah Brooks .'P•(N OARO
Power Home Solar /� O .9ESQIp^
919 N Main Street,Suite 200 L4(/�'r *Q' ' iO0•
Mooresville,NC 28115 = SEAL •
033700
Re: Hoggatt,Dana(SCPC Project No.—2018.71.0920) 06(022016 t z.
147 Shepard Drive '90'FN E?' P4P`
Linden, NC 28356 ,9� GINE, ,t.
� ,4N S. OVQ;.•.•
.....
Dear Ms.Brooks:
At the request of Power Home Solar(PHS),Structural Capacity,PC(SCPC)has evaluated the roof structure
for the Hoggatt Residence located in Linden, North Carolina to determine its adequacy to support the
attachment of roof mounted solar arrays. It is the understanding of SCPC that PHS is proposing to install
(24)Mission Solar Energy 295 watt solar modules on the roof structure.
The roof structure is composed of wood sheathing supported by pre-engineered roof trusses spaced at
16••o.c.
The minimum roof live load per code is 20 psf. The ground snow load is 10 psf. The design wind speed for
the location is 100 mph per ASCE 7-05.
Each panel will be supported by(2) mounting rails, (1)at each end. The mounting legs of the solar panel
railing will be attached directly to the truss top chord with a 5/16 inch diameter lag screw. The installer
shall use best practice construction methods to locate the lag screw in the center of each truss top chord.
Per NDS Section 11.1.4, lead holes should be bored into the primary framing member to avoid splitting.
All trusses supporting solar panels should be composed of sound wood members without any significant
signs of deterioration.
The mounting legs of the solar panel racking system shall be located at 4•-0" o.c. maximum. The
mounting legs should be staggered at the primary framing member spacing(1'-4")at adjacent solar panel
rails. The maximum rail cantilever span should be limited to 1'-4".
The existing roof structure is adequate to support the solar panel loading per the 2012 NC Residential
Code, if installed in accordance with the above stated conditions. If any conditions are found in conflict
with those stated above, SCPC should be made aware immediately for re-evaluation and report
amendment,as applicable,before proceeding with solar panel installation.
Sincerely,
Structural Capacity,PC
Adrian S. Durham,PE,SE,LEED AP
21x WESTINGHOUSE BLVD.-SIIITE 203 CI IARI 01191.NC 28273 704 900.8706
Lt4 aes
Structural Capacity, PC ' •
STRUCTURAL CONSULTING GROUP
June 02,2018
Ms.Sarah Brooks "PSN CARO
Power Home Solar /{J �O,QFE!go.-
919
rp••919 N Main Street,Suite 200ff`�
Mooresville,NC 28115 • SEAL •
033700
Re: Hoggatt,Dana(SCPC Project No.—2018.71.0920) 06/02/2018 '
147 Shepard Drive O•'FN Ix, E.•? •P.`"
Linden,NC 28356 :0,9� 11,'I,E ,t,
;qN S.Oro
Dear Ms.Brooks:
At the request of Power Home Solar(PHS),Structural Capacity, PC(SCPC)has evaluated the roof structure
for the Hoggatt Residence located in Linden, North Carolina to determine its adequacy to support the
attachment of roof mounted solar arrays. It is the understanding of SCPC that P115 is proposing to install
(24)Mission Solar Energy 295 watt solar modules on the roof structure.
The roof structure is composed of wood sheathing supported by pre-engineered roof trusses spaced at
16"o.c.
The minimum roof live load per code is 20 psf. The ground snow load is 10 psf. The design wind speed for
the location is 100 mph per ASCE 7-05.
Each panel will be supported by(2)mounting rails,(1)at each end. The mounting legs of the solar panel
railing will be attached directly to the truss top chord with a 5/16 inch diameter lag screw. The installer
shall use best practice construction methods to locate the lag screw in the center of each truss top chord.
Per NDS Section 11.1.4, lead holes should be bored into the primary framing member to avoid splitting.
All trusses supporting solar panels should be composed of sound wood members without any significant
signs of deterioration.
The mounting legs of the solar panel racking system shall be located at 4'-0" o.c. maximum. The
mounting legs should be staggered at the primary framing member spacing(1'-4")at adjacent solar panel
rails. The maximum rail cantilever span should be limited to 1'-4".
The existing roof structure is adequate to support the solar panel loading per the 2012 NC Residential
Code,if installed in accordance with the above stated conditions. If any conditions are found in conflict
with those stated above, SCPC should be made aware immediately for re-evaluation and report
amendment,as applicable,before proceeding with solar panel installation.
Sincerely,
Structural Capacity,PC L
J . l..flvtit A
Adrian 5.Durham,PE,SE,LEED AP
218 wrs INLHOl15E BLVD SIAL 293 CHARLO11L NC 213273 704.900-8706