HomeMy WebLinkAboutINSPECTION W/ ENG LETTER PREPARED 5/10/18, 14:10:46 INSPECTION TICKET PAGE 8
Harnett o0unty INSPECTOR: IVR DATE 5/11/18
ADDRESS . : 1937 RAVEN ROCK RD SUBDIV:
CONTRACTOR : RAVEN ROCK MOBILE HOME MOVER PHONE : (919) 775-3600
OWNER . . : WOM2 DEVELOPERS LLC PHONE :
PARCEL . . : 13-0621- - -0015- -03-
APPL NUMBER: 17-50042257 CP MODULAR HOME
DIRECTIONS : T/S: 09/13/2017 04:10 PM JBROCK ----
421 TOWARD SANFORD GO APPROX 10 MILES
TIR NR ON RAVEN ROAR RD GO APPROX 2
MILES LOT TO THE LEFT BESIDE 1909 RAVEN
ROCK RD LOT 4A
STRUCTURE: 000 000 32X80 4BDR 2BA OFF FRAME MOD
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS - 4000000.00 SEPTIC - EXISTING? • NEW TANK
WATER SUPPLY - COUNTY
PERMIT: CPMH 00 CP MODULAR
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
A814 01 10/24/17 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003043288
10/24/17 AP 1937 RAVEN ROCK RD LILLINGTON 27546
T/S: 10/24/2017 10:21 AM SBENNETT
8101 01 10/24/17 TSG R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003043221
10/24/17 AP T/S: 10/23/2017 01:53 PM JBROCK
B103 01 12/19/17 TSG R*BLDG FOUND & TEMP SVC POLE VRU #: 003068319
12/19/17 DA 1- NO PLANS ON JOB 2-SEVERAL CENTER PIERS ARE NOT IN THE
CENTER 1/3 OF THE FOOTING 3-SEVERAL CENTER LINE PIERS DO
NOT HAVE PROJECTION 4-RIGHT REAR FOUNDATION CORNER DOES NOT
HAVE PROJECTIONS- AREAS THOUGHOUT THIS FOUNDATION HAVE
HEAD AND BED JOINTS GREATER THAN 3/8 . RIGHT REAR CORNER
//
�1 AREA SEVERAL JOINTS HAVE NO BOND.
B103 02 5/11Y R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003125267
ne
T/S: 05/08/2018 02:48 PM JBROCK
ENG LETTER ON JB'S DESK
COMMENTS AND NOTES
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L.a,a5"l
RJB, P.E., P.A.
ROBERT I. BRACKEN
ENGINEER SURVEYOR
37(4: Carhomm] Road • S id'¢1. North Carolina 27330
(919) 774-6074 • blbracien itwindstream.net
April 12,2018
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Harnett County Building Inspections
P.O. Box 65
Lillington,NC 27546
REF: Projection Inspection
OIT frame Modular
On Rock Lit
E.1. Womack,Owner
Harnett Co, NC
Dear Sir/Madam,
made an onsite visit to the referenced residential building site on March 21,2018.The
purpose of the visit was to examine the projection on the recently placed piers and foundation walls.
I asked the owner to remove the soil adjacent to'.the footings so the projection could be observed.
The right rear corner was a little less than the 2 minimum. Because of the live and dead loading at
this location I have no problem with the project:, as is. There were several areas where the piers
had excessive projection. I recommended that tl{e contractor place additional emu to distribute the
loading of the pier on the footing. The pier footings with the additional blocks placed now are
adequate and will support the live and dead loads as specified in the NC State Residential Building
Code,2012,ed.
If you have any questions please feel free to call me at 919-774-6074.
Sincerely, ,( / • \
& �s L T-
Robert J. Bracken, PA 7291
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