DOCUMENTS 09/09/11
Application# t '
S Harnett County Central Permitting
Each section below to be filled out PO Box 65 Lilhngton NC 27548
by whomever performing work 910 893 7525 Fax 910 893 2793 www hamett org/permits
Must be owner or licensed
contractor dress Oompany Aoplipation for Residential Buildina and Trades Permit
name 6 phone must match
Owners Name G f i S Date l '/7 `l f
Site Address l R 5* r (.o c rt L f) Phone
Directions to job site from Lillington
b q 55s,S oo5 GSS•s -9 3tt'7�(e 600
Subdivision C c,r'n 1;.' tt k- It S Lot
Description of Proposed Work R cf- r I/r,,,j- $ /5f - #of Bedrooms
Heated SF Unheated SF Finished Bonus Roomy Crawl Space Slab
General Contractor Information
S /40.rc. 4j ?/C'1-
Budding Contractor s�JCom^panny Name Telephone
S-6647 Y c c71,I 1` K j �a P`�/'e'V/1 I ) A./-(---. .Sly e E'.�E J�w (-se e/L1 rri 6!0-�� C-i e
Address ` Email Address
Go Z 6
7
License#
Electtical Contractor Information
Description of Work Service Size Amps T-Pole _Yes No
Electrical Contractor s Company Name Telephone
Address Email Address
License#
Mechanical/HVAC 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#
Jnsulatign Contractor Information
Insulation Contractors Company Name&Address Telephone
*NOTE General Contractor must fill out and sign the second page of this application
I hereby certify 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 Budding 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 mama below I have obtained all subcontractors,
permission to obtain these osrmrts,and if Spy changes occur including listed contractors site plan
number of bedrooms budding 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 • •es
EXPIRED -ER IT FEES-6 M.• ,"to 2 years permit re-issue fee is$150 00 After 2 years re-issue fee
is as •=-curre t fee -•• =
Si,natu : • Owner/Contractor/Officer(s)of Corporation Date
•
Affidavit for Worker's Compensation N C G S 87-14
The undersigned applicant being the
General Contractor Owner 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
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
covering themselves
Has no more than two(2)employees and no subcontractors
White 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 during the permitted work from any person firm or corporation
carrying out the work
Company or Name S2-e`''c l-e (- t 441-04j 1,1
Sign w/Title *tiro- ,--e."-.j-& Date l/-77- -1-r
...
,
FR FLEMING & ASSOCIATES,PA
STRUCTURAL ENGINEERING
Principals:Stephen Fleming, PE, RRC • J. Ben Rogers. PE • Sarah Duncan,PE
July 24, 2015
Showcase Restoration
5500 Yadkin Road
Fayetteville, NC 28303
Attn: Mr. Wayne Etowski
President
Re: Visual Structural Inspection and Evaluation
Water damage to first floor framing
185 Starboard Bay
Sanford, NC 28303
Our Job #15-84
Dear Mr. Etowski,
A visual structural inspection was made on July 22, 2015 at the above referenced location. It
was requested that we assess water damage that has occurred to the first floor framing due to a
leaking HVAC condensate line over a several year period. Items visible to view that were
inspected are noted in the report but a comprehensive structural inspection of the entire house
is beyond the scope of this report. In addition, while general solutions are provided below,
structural details are beyond the scope of this report. Structural plans for the house were not
available to assist in our investigation.
The house is a two story structure built in 1997. The typical floor framing in the crawlspace
consists of 11-7/8" deep Louisiana Pacific I-Joists spaced at 19.2" on-center. Based on
information received from Louisiana Pacific, the existing floor joist grade is most likely LPI-26.
The joists bear on dropped LVL girders at the interior of the crawlspace. The girders are
supported by intermittently spaced concrete masonry unit (c.m.u.) piers and shallow concrete
footings. The exterior foundation wall of the home is constructed with masonry and a sill plate
which supports the floor framing.
A leak in the condensate line has damaged several joists and an LVL girder in the floor framing
(see photos #1 & #2). We recommend that the damaged joists and girder be replaced as
follows:
1. Remove and replace approximately 10-feet of damaged LVL girder. The new LVL should
replace the existing girder in-kind. The new LVL should be a 2-ply 1-3/4"x9-1/4" LVL and
is to be continuous over an existing c.m.u. pier and bear on existing c.m.u. piers at each
end. The minimum grade of the LVL is to be 1.8E-2600Fb and it is not to be spliced. The
two plies of LVL should be glued together and fastened using (3) rows of 16d nails at 12"
on-center and 3"from each end.
2. Replace approximately (8) damaged floor joists to the front of the damaged girder. The
joists span approximately 14-feet to the front foundation wall of the home. Some are
significantly rotted and some are exhibiting signs of crushing at the end bearing due to
www.flemingandassociates.com
Page 1 of 3
910.433.2825 ph .910.433.2604 fx
1004 Hay Street.Fayetteville, North Carolina 28305
high moisture in the chord of the joist (photo #3). Due to moisture concerns in typical
crawlspaces, our office does not recommend replacing the joists with similar material.
Instead, we recommend that each of the (8) joists be replaced with a double 2x12 #2
Southern Yellow Pine (SYP). All significantly water damaged joists should be removed
and replaced, but if only minor rot is encountered the joists may remain in place and be
strengthened with a full length double 2x12 sistered joist. This can be done at the
contractor's discretion.
3. Replace approximately (8) damaged floor joists to the rear of the damaged girder. The
joists span approximately 11-feet to another LVL girder in the rear of the crawispace. We
recommend that each of the (8) joists be replaced with a single 2x12 #2 SYP. All
significantly water damaged joists should be removed and replaced, but if only minor rot
is encountered the joists may remain in place and be strengthened with a full length
single 2x12 sistered joist. This can be done at the contractor's discretion.
4. All nailing should adhere to the requirements of the 2012 NC State Building Code.
Replacement members were designed using a floor live load of 40psf and a floor dead load of
15psf. The floor framing noted above is recommended to provide framing of similar stiffness to
that of the existing floor system and thereby minimizing differential deflection between the
existing and new floor framing. The use of dimensional lumber in lieu of I-joist framing should
provide better long-term resistance to moisture problems. However, we recommend after the
framing has been modified and the condensate line repaired that the crawispace be checked to
ensure the moisture levels are less than 19%.
Because the new dimensional lumber joists are 11-1/4" deep (opposed to the 11-7/8" existing
floor joists) the new joists should be shimmed at bearing with oak or plastic shims as required.
Shoring design is outside of our scope of work but the floor should be shored as required
throughout construction until all new framing is in place. We recommend removing and
replacing floor joists individually rather than all at the same time.
All construction should be completed in accordance with the 2012 North Carolina State Building
Code.
If we can be of further assistance please let me know.
Sincerely, C Afl '1/
Fleming &Associates, PA v • .53�'' dry
John L. Kells, PE, SE 2: O� oy
d SEAL
37+ 7
-,11110%
Y L• " 07/145
www flemingandassociates.com Page 2 of 3
910 433 2825 ph .910.433.2604 f
1004 Hay Street.Fayetteville, North Carolina 28305
Joist to be
. f ��— removed and
or replaced
�a■
r
Water damage „,n'-'4, -
f Photo#1 Photo#2
`” LVL dropped girder
i damaged (to be
t.:
: removed and replaced)
atilitv■or.,A4 it..
Bottom chord of joist
crushing at bearing
Photo#3
www.flemingandassociates.com Page 3 of 3
910.433 2825 1>h.910.433.2604 lx
1004 Hay Street.Fayetteville, North Carolina 28305
HARNETT COUNTY CENTRAL PERMITTING
P.O. BOX 65
LILLINGTON, NC 27546
For Inspections Call : (910) 893-7525 Fax: (910) 893-2793
Bldg Insp scheduled before 2pm available next business day.
Application Number 15-50037462 Date 11/12/15
Property Address 185 STARBOARD BAY
PARCEL NUMBER 03-9585-10- -0096- - -
Application type description CP ADD & ALTER RESIDENTIAL
Subdivision Name CAROLINA LAKES
Property Zoning PENDING
Owner Contractor
BURNS JOHN H JR & JOYCE S SHOWCASE RESTORATION NC INC
185 STARBOARD BAY PO BOX 11056
SANFORD NC 27330 FAYETTEVILLE NC 28303
(910) 499-0692 (910) 864-0900
Applicant
SHOWCASE RESTORATION
5600 YADKIN RD
FAYETTEVILLE NC 28303
(910) 864-0911
--- Structure Information 000 000 REPAIR FLOOR SYSTEM-ENG LETTER IN FILE
Flood Zone FLOOD ZONE X
Other struct info SEPTIC - EXISTING? SEWER
WATER SUPPLY COUNTY
Permit RESIDENTIAL BUILDING PERMIT
Additional desc .
Phone Access Code 1116169
Issue Date . . . 11/12/15 Valuation • • • • 0
Expiration Date . 11/11/16
Special Notes and Comments
T/S : 11/12/2015 02 : 34 PM JBROCK -- --
CAROLINA LAKES
HARNETT COUNTY CENTRAL PERMITTING
P.O. BOX 65
LILLINGTON, NC 27546
For Inspections Call : (910) 893-7525 Fax: (910) 893-2793
Bldg Insp scheduled before 2pm available next business day.
Page 2
Application Number . . . . . 15-50037462 Date 11/12/15
Property Address 185 STARBOARD BAY
PARCEL NUMBER 03-9585-10- -0096- - -
Application description . . CP ADD & ALTER RESIDENTIAL
Subdivision Name CAROLINA LAKES
Property Zoning PENDING
Permit RESIDENTIAL BUILDING PERMIT
Additional desc .
Phone Access Code 1116169
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
999 131 R131 ONE TRADE FINAL _/_/_
999 125 R125 ONE TRADE ROUGH IN / /