20150906 Ver 1_Riparian Buffer Authorization_20150903

2 0 1 5 0 9 0 6
. _ State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) — Buffer. Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
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A.
Applicant Information
2a.
1.
Project Information
5 t N 0 2015 i
1a.
Name of project: Gilgo /Glass House
S
1 b.
County: Pamlico
I DENR - 1NATER RESOURCES
1 c.
Nearest municipality: Oriental
(for Corporations):
1 d.
Subdivision name: Orient Point
2f.
1e.
Is the project located in any of North Carolina's
® Yes ❑ No
twenty coastal counties. If yes, answer if below.
1f.
Is the project located within a NC Division of Coastal
® Yes ❑ No
Management Area of Environmental Concern (AEC)?
2.
Owner Information
2a.
Name on Recorded Deed:
2b.
Deed Book and Page No.
2c.
Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d.
Responsible Party
(for Corporations):
2e.
Street address:
2f.
City, state, zip:
2g.
Telephone no.:
2h. Fax no
Ernest W. Glass Jr. and wife, Gina A Gilgo
Book 000595, Page 285
Book 12, Page 70
Orient Point Lot 9
See Attachment A
3016 Thorndale Road
Indian Trail, NC 28079
704 - 280 -5428
2i. Email address: ggilgo @alumni.ncsu.edu
3. Applicant Information (if different from owner)
3a. Applicant is: ❑ Agent ❑
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
FORM: BA 10 -2013
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SEP032015
L ENR - MATER RESOCC� -S
401 & BUFFER PERrJ l l
Page 1 of 6

INTERNAL DRAFT- NOT FOR PUBLIC USE
Section A. Applicant Information, continued
4. Agent/Consultant Information,(if applicable)
4a.
Name:
4b.
Business name
(if applicable):
4c.
Street address:
4d.
City, state, zip:
4e.
Telephone no.:
4f.
Fax no.:
4g.
Email address:
FORM: SSGP3080 8 -] 3 Page 2 of 6

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving
water:
2c. River basin:
J082 -16 -9
Latitude: 35.033828
0.519 acres
Longitude: 76.697976
Cox's Gut, a tributary to Smith Creek
SC,HQW, NSW
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Maintained herbaceous cover, with some trees along the north and east lot boundaries
The site is surrounded by residential uses.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site See Attachment B 1• (Attachment B2 included to provide additional detail)
3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site See Attachment C
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 63.35 feet of stream forms a portion of the property's northern boarder
3e. Explain the purpose of the proposed project:
Construct a single family home
3f. Describe the overall project in detail, including the type of equipment to be used:
Place 33 10 "x10" pilings to support a prefabricated Deltec single family home with covered and open wood
slatted decks, and finish the interior. The ground area between the pilings will be leveled (minimal effort
required) and paved with concrete to provide on -site covered parking and a gravel driveway (outside the buffer
area) will be extended from the structure to the street along the west side of the lot. A piling foundation was
selected to minimize, flooding impacts and minimize fill. The Deltec structure was selected for wind resistance
and energy efficiency. The location of the home on the lot was determined by providing a minimum distance
between the previously installed septic tank (by a previous owner) and a minimum 30 foot distance from
surface waters (unnamed tributary to Smith Creek). An auger and piledriver will be used to install the pilings.
A skid loader or telehandler will be used to lift the structural shell elements into place.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
4c. If yes, list the dates of the Corps jurisdictional determination.,
documentation.
5. Project History
❑ Yes ® No ❑ Unknown
Comments:
Agency/ Consultant Company:
Other:
s or State determinations and attach
5a. Have permits or certifications been requested or obtained for ( ❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10 -2013 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
® Neuse
❑ Tar - Pamlico ❑ Catawba
basin?
❑ Randleman
❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for
Type of impact
Stream name Buffer Zone 1 Zone 2
number — impact
(exempt, allowable,
mitigation impact impact
Permanent (P) r
allowable w/
required? (sq ft) (sq ft)
Temporary (T)
B1 ®P ❑ T House
Allowable
Smith Creek ❑ Yes ® No 700
B2. ❑ P ® T Construction
Allowable
Smith Creek ❑ Yes ® No 1100 1500
Access
B3 ❑ P ❑ T
❑ Yes ❑ No
64 ❑ P ❑ T
❑ Yes ❑ No
135 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
- Total buffer impacts 1,100 2,200
1 c. Comments: Construction access
limited to the area within
20 feet of the roof overhang or outer edge of
uncovered decking.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project is located in a subdivision established in the 1980s and the lot was cleared by previous owner(s).
A piling foundation was selected to minimize fill and avoid structural flooding. The prefabricated Deltec
structural shell was selected for wind resistance and to minimize construction time. The location of the home
on the lot was determined by providing a minimum distance between the previously installed septic tank (by a
previous owner) and a minimum 30 foot distance from surface waters (unnamed tributary to Smith Creek).
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques
The Deltec panelized building system reduces the amount of on -site construction waste. It will be delivered
with the exterior walls fully finished, with the exception of the exterior doors. Once the floor trusses are
installed, the walls will be lifted into place and the roof trusses can then be lifted on to the walls. The shell can
be dried -in in two -three weeks. This will minimize the timeframe required for the temporary construction access
impacts within the buffer area.
FORM: BA 10 -2013 Page 4 of 6

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer ❑ Yes ® No
mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a I ❑ Yes ❑ No I
mitigation bank or NC EEP proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: SSGP3080 8 -13 Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of ® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the use ❑ Yes ® No
of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland ❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Gina A Gilizo VV l 8/31 /2015
Applicant/Agent's Printed Name Applicant/Agent's Sig ure Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all of /ter projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10 -2013 Page 6 of 6

a"-"- '/Mrs- -i If- Certtty trod this
E1a1p was pr"smd town an actual field survey
under My dlrectidn and supervision and that the
error of closure as calculated by latitudes and
departure . 1;— . -. That this map was pre
pared in accordance W" 0.S 47 -30 aslmddad
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a NOTE. r"15 MAP 5UPER5'£DCS /N /rS C r" 'rY
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DA FED MAY /2, 1981 AND RECORD £0 IN
MAP BOOK 12 PAGE 1, PAMLICO CODNrY
REGISTRY.
SURVEY FOR
ORIENT POINT
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"ttachment B1 J

Pamlico County, NC
PROPERTY MAP
b�I
1,
� Disclaimer:
The data provided on this map are prepared for the Inventory of real property found within
Pamlico County, NC and are compiled from recorded plate, deeds, and other public records
and data. This data Is for Informational purposes only and should not be substituted
I); 1 kwo w for a true title search, property appraisal, survey, or for zoning verification.
:STWJRETUX
:ST W JR ET UX
Parcel Number:
J082 -16 -9
NC PIN:
6487854281000
Owner Name:
GLASS ERNEST W JR ET UX
Owner Name2:
ORIENT PT LOT 9
Owner Address:
3016 THORNDALE RD
Owner City:
INDIAN TRAIL
Owner State:
NC
Owner Zip:
28079
Situs Address:
704 ORIENT LN
Leaal Desc:
OFF 1317 ON CREEK
Attachment B2
Deed Book:
000592
Deed Page:
285
Plat:
ORIENT PT LOT 9
Deed Acres:
Land Value:
0
45937
Building Value:
21898
N
Value:
67835
Sale Date:
5/27/2014
Sale Price:
52500 One Inch
= 100 Feet

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I, WILLIAM E MARLOWE. PROFESSIONAL LAND SURVEYOR, 00 HEREBY CERTIFY THAT
THIS SURVEY REPRESENTS THE CONVEYANCE OF AN EXISTING PARCEL(S) OF LAND
THAT THIS SURVEY DOES NOT CREATE ANY NEW STREETS NOR MAKE ANY CHANGES
TO ANY STING STREETS. THIS SURVEY DOES NOT CREATE A SUBDIVISION AS CURRENTLY
DEFINED D REGULA Y PAMLICO COUNTY SUBDIVISION ORDINANCES.
2c,aF, 100U)tiKPo0--(-_r>
/LOT 9
/EDGEWATER SUBDIWSION
IF
1RK HOFF
1 373, PG 40
,X PARCEL J082 -7 -9
IISION\
-6 `n
'ANCE
3.76'
$9.09'
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6.27'
8.2
1.42'
, REVIEW OFFICER OF
THIS MAP, TO WHICH
MEETS ALL THE STATUTORY
4 --9 -14
DATE
70, MB 12, PG 34
IRTION OF THIS
F'KUF'tK I T LIES WITHIN FLOOD
ZONE AE (EL 7) ACCORDING TO
FEMA FIRM DATA
_ 4 -09 -14 0' 50' 100' 150'
WILLIAM E.'MAi , SURVEYOR DATE
LEGEND
THESE STANDARD SYMBOLS WELL
BE FOUND IN THE DRAWING
SIP -SET IRON PIN NPS -NO PIN SET
EIP EXISTING IRON PiN /PIPE
EPK- EXISTING PK NAIL
SPK- SET PK NAIL R/WI- RIGHT OF WAY
B/L- BUIMING LINE E- ELECTRIC LINE
CL- CENTER LINE PL -r nor un, & LINE
NIP -NO IP FOUND
ECM -EXIST CONC. MONUMENT
I, 'William E. Marlowe, do hereby certify that, to
the best of my knowledge and belief, this Plat,
drawn under my supervision, represents a Held
survey conducted under my supervision (Ref.
deed description rannrded in Hook j33
page 557 , ete.)(other); that the boundries
not surveyed are clearly noted as "Drawn from
information found in Book N/P
Page ; that the ratio of precision, as
calculated, is wester than 1 in 10,000: that
this Plat was prepared in accordance with G.S.
47-30 as amended,
WR9 my original si afore sad reel this th
RI ,2014 _
6�
L -3913
THE PRESENT OWNER, ACCORDING TO PAMLICO CO. GIS,
IS TONY TREVATHAN
RESURVEY
DRAWN DATE ERNEST GLASS, JR
04109114 704 ORIENT LANE
APPROVED DATE TAX PAR. J082 -164 -9
ORIE 1 AL, NC
SCALE SHEET PROJECT NO.
1 " = 50 14645
W�.T.TlIM E. MARLtiWE, PLS
1108 GMGO ROAD, r s i u Io,i A. Z, NC 28571
252- 249 -98U

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LOT 10 POTAR
ORIENT POINT SUBDIVISION
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DB 579, PG 706
TAX PARCEL J082-16-10
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Y� TAX PARCEL J082-7-12
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ro - MARK HOFF
ETP DB 373, PG 40
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J082-7-6
UNE
CERTIFICATE OF REVIEW OFFICER
I, REVIEW OFFICER OF
PAMLICO COUNTY, CERTIFY THAT THIS MAP, TO WHICH
THIS CERTIFICATION IS AFFIXED, MEETS ALL THE STATUT(
REQUIREMENTS FOR RECORDING.
r9-14
REVIEW OFFICER
DATE
REF: M.B. 6, PG 70, M8 12, PG 34
��
NOTE: A PORTION OF THIS
I, aIWAM E MARLOWE, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT PROPERTY LIES WITHIN FLOOD
THIS SURVEY REPRESENTS THE CONVEYANCE OF AN EXISTING PARCEL(S) OF LAND ZONE AE (EL 7J ACCORDING TO
THAT THIS SURVEY DOES NOT CREATE ANY NEW STREETS NO2 MAKE ANY CHANGES
TO ANY STING STREETS. THIS SURVEY DOES NOT CREATE A SUBDIVISION AS CURRENTLY FEMA FIRM DATA
OEFINEO D REGULA Y PAMLICO COUNTY SUBDIVISION ORDINANCES.
4-oe-14 0' 50' 100' 150'
`MWAM E. M 0 , SURVEYOR DATE
LEGEND
THESE STANDARD SYMBOLS WILL
BE FOUND IN THE DRAINING
SIP -SET IRON PIN NPS -NO PIN SET
Ell? EXISTING IRON PUI/PIPE
EPIC -EXISTING PK NAIL
SPK- SER PK NAD. R/W- RIGHT OF WAY
B/L-BUH,DING UNE E -ELECTRIC LINE
CL -CENTER TINE PL -PROPERTY IINE
NIP -NO IP FOUND
ECM -EXERT CONC. MONUMENT
1, William E. Marlowe, do hereby certify that, to
the best of my knowledge and belief, this Plat,
drown under mr suparviaton, ropres9ats A Neld
survey conducted under my supervision (Ref.
deed description r dod in 11o9k 433
page 557 _ etc.)(other); that the boundries
not surveyed are clearly noted as 'Drawn from
information found In Book NSA
Page ; that the ratio of precision, as;
calculated, is greater than 1 in 10,000: that
this Plat wea prepared in accordance with O.S.
47-30 am amended,
Witness my original nature and seal this
y of 2014
143
THE PRESENT OWNER, ACCORDING TO PAMLICO CO. GIS,
IS TONY TREVATHAN
RESURVEY
DRA LIN
DATE
ERNEST GLASS, JR
04/09/14
704 ORIENT LANE
TAX PAR. J082-164-9
APPROVED
DATE
ORIENYAL, NC
SCALE
SHEET
PROJECT NO.
1" = 50'
14645
WiJAU M E. MARLOWEI, PLS
1109 OII.GO ROAD, ORIENTAL, NC M71
282-249-9852

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SECTION 13-A
SCALE: 1/2"=\'-O"
S|W CS -18
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'
PER|WETER
SUPPORT BEAW
1ER DETAILS
ON TO PILING
REVISION HISTORY (FOR DELTE," USE ONLY3"'
DESCRIPTION DATE REVISED BY:
REVISED FLOORPLAN, SCHEDULE AND WINDOWS AND DOORS; ADDED 10 DECKS AND (3) ROOF OVER DECKS 11301
REVISED FLOORPLAN, ADDED WINDOWS AND DOORS; ROTATED WING TO PANEL "0" - 'P' 3/4/
REVISED FLOORPLAN, ADDED WINDOWS AND DOORS 31231
ADDED DETAILS 3/24/
0�O"
lO DECK
'A|TH HANDRAIL
(7 TYF.)--__
PRODUCT LIST
QTY ITEM
MODEL / DESCRIPTION
NOTES
2 IA�" FAN WIO LIGHT
PANASONIC WHISPERGREEN SELECT
ALL BATH FANS CAN BE RUN AT 50, 80, OR
110 CFM. 80 CFM IS RECOMMENDED FOR MOST
TOP CHORD DEAD LOAD
10 PSF
10 P, S. F.
EXCHANGER
IBD
TBD
SOL�,�� WATER HEATER
12, BY SIGNING BELOW, I UNDERSTAND IT IS MY RESPONSIBILITY TO VERIFY THIS INFORMATION IS CORRECT
0
SYSTEM
SUN BANDIT SB -200 W/ (4) SOLAR WORLD MODULES
TTACHMENT DETAILS, CONDUIT AND STANDARD
=COM
`
' '~ - DRAIN.~PENETRATIONS=°mm.m ruvmBnu um~uE, WEB -TEC FLOOR TRUSSES CANNOT BE CUT OR MODIFIED IN ANY'
WAY OR THE DELTEC WARRAN' WILL BE VOID.a
L T ICEN
LECTRICAL COMPONENTS TO BE SUPPLIED BY
THIS rux/mm OF WING/CONN--C TO BE BUILT ON SITE BY OTHERS TO ENSURE ACCURATE
`
OCAL CONTRACTORS
op
COUPLER
'
�ILE,I,SE NOIE: DELIEC THAT HOMEOWNERS AND/OR BUILDERS CONSIDER LOCKABLE, WEATHERPROOF, ON-SITE STORAGE FOR STORAGE OF ADDITIONAL
HIP FLOOR
TRUSS
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IA LE
0—
REFER T- OTl
El'_7
OF 7
JOB DRAWISGo NUMBER:
14085 1 1420-624
SHEET TITLE:
FE
1 MAIN LEVEL FLOOR PLAN �B F
PILING
e
TIMBER Pl- NG
GIRDER
Ell,!ejb
,Roj CT DE CR IPTIO������DRAWN BY:
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'
PER|WETER
SUPPORT BEAW
1ER DETAILS
ON TO PILING
REVISION HISTORY (FOR DELTE," USE ONLY3"'
DESCRIPTION DATE REVISED BY:
REVISED FLOORPLAN, SCHEDULE AND WINDOWS AND DOORS; ADDED 10 DECKS AND (3) ROOF OVER DECKS 11301
REVISED FLOORPLAN, ADDED WINDOWS AND DOORS; ROTATED WING TO PANEL "0" - 'P' 3/4/
REVISED FLOORPLAN, ADDED WINDOWS AND DOORS 31231
ADDED DETAILS 3/24/
0�O"
lO DECK
'A|TH HANDRAIL
(7 TYF.)--__
PRODUCT LIST
QTY ITEM
MODEL / DESCRIPTION
NOTES
2 IA�" FAN WIO LIGHT
PANASONIC WHISPERGREEN SELECT
ALL BATH FANS CAN BE RUN AT 50, 80, OR
110 CFM. 80 CFM IS RECOMMENDED FOR MOST
TOP CHORD DEAD LOAD
10 PSF
10 P, S. F.
EXCHANGER
IBD
TBD
SOL�,�� WATER HEATER
12, BY SIGNING BELOW, I UNDERSTAND IT IS MY RESPONSIBILITY TO VERIFY THIS INFORMATION IS CORRECT
EE ROOF TRUSS LAYOUT FOR SOLAR MODULE
SYSTEM
SUN BANDIT SB -200 W/ (4) SOLAR WORLD MODULES
TTACHMENT DETAILS, CONDUIT AND STANDARD
=COM
`
' '~ - DRAIN.~PENETRATIONS=°mm.m ruvmBnu um~uE, WEB -TEC FLOOR TRUSSES CANNOT BE CUT OR MODIFIED IN ANY'
WAY OR THE DELTEC WARRAN' WILL BE VOID.a
L T ICEN
LECTRICAL COMPONENTS TO BE SUPPLIED BY
THIS rux/mm OF WING/CONN--C TO BE BUILT ON SITE BY OTHERS TO ENSURE ACCURATE
`
OCAL CONTRACTORS
op
'
�ILE,I,SE NOIE: DELIEC THAT HOMEOWNERS AND/OR BUILDERS CONSIDER LOCKABLE, WEATHERPROOF, ON-SITE STORAGE FOR STORAGE OF ADDITIONAL
01
10' ROOF OVER DECK
PANELS ^A^.^8., AND 'l^
(3 TYP,\/
MAIN
LEVEL FLOOR PLAN
---ROOF OVER DECK
SUPPORTS BY DELTEC^
O' DECK
WITH HANDRAIL
S' CANTILEVER DECK
WITH HANDRAIL
'
�
� `
�
o�
�
�
as�
�
B�
m
�
�
�
�
�o
=�
�=
�
�
MAIN LEVEL SHEARWALL SCHEDULE
_—MA, R 'Kl - SHEATHING NAIL0,G PATTERN HOLD-DOWN
NOTES
PANELS SIMPSON CST 6-Z STRAP TIE @ EACH END OF REFER TO GENERAL
EXTERIOR O.C. EDGES, 6" O.C. FIELD PANEL, DRAWINGS SHEET 5 FOR
5/C" COX PLYWOOD 8d (01311' X 2 1/2") 3" OF PANEL, CONNECT TO INVERTED SIMPSON
zh EXTERIOR O.C. EDGES, 6" O.C. FIELD HDU2-SDS2.5 ATTACHED TO PILING GIRDER REFER TO DETAIL 3-B
BELOW W/ 5/8" DIA, THREADED ROD &
COUPLER NUT,
5/8" CDX PLYWOOD 8d (0.131" X,2 1/2") 3" OF PANEL CONNECT TO INVERTED SIMPSON
zi� EXTERIOR O.C. EDGES- 6' O.C. FIELD HDU5 ATTACHED TO PILING GIRDER BELOW W_ REFER TO DETAIL 3-8
5/8" DIA. THREADED ROD & COUPLER NUT,
[)�|
^_. ., .�_ ' x
BUILDING LOCATION: PAMLICO COUNT_Y_,_N.C.
�� /
�
JWIIND SPEED: 120 M.P.H. (ASCE7-05)
�COMPONENTS
-� -__ ~. ~��. ".��"� .mc^�`,c nu/o4 ouu/mn� 0 JME
TOP CHORD LIVE LOAD 40 P.Si 40 P31.
TOP CHORD DEAD LOAD
10 PSF
10 P, S. F.
10 P.S.F.
BOTTOM CHORD DEAD LOA I
1, BASED ON INFORMATION FURNISHED TO DELTE
12, BY SIGNING BELOW, I UNDERSTAND IT IS MY RESPONSIBILITY TO VERIFY THIS INFORMATION IS CORRECT
FOR MY BUILDING PROJECT. I AGREE NOT TO HOLD DELTEC HOMES, INC. OR ANY OF THEIR
EMPLOYEES RESPONSIBLE IF IT IS LATER DETERMINED THIS INFORMATION IS NOT
APPLICABLE FOR MY
PROJECT, FURTHER, I UNDERSTAND THAT ANY CORRECTION TO THIS INFORMATION MUST 13E MADE
BEFORE I ENTER INTO MY PRODUCTION CONTRACT TO AVOID ANY REDESIGN OR RE-ENGINEERING
IN THIS FIGURE). DO �'- '^`�
'
�
� `
�
o�
�
�
as�
�
B�
m
�
�
�
�
�o
=�
�=
�
�
MAIN LEVEL SHEARWALL SCHEDULE
_—MA, R 'Kl - SHEATHING NAIL0,G PATTERN HOLD-DOWN
NOTES
PANELS SIMPSON CST 6-Z STRAP TIE @ EACH END OF REFER TO GENERAL
EXTERIOR O.C. EDGES, 6" O.C. FIELD PANEL, DRAWINGS SHEET 5 FOR
5/C" COX PLYWOOD 8d (01311' X 2 1/2") 3" OF PANEL, CONNECT TO INVERTED SIMPSON
zh EXTERIOR O.C. EDGES, 6" O.C. FIELD HDU2-SDS2.5 ATTACHED TO PILING GIRDER REFER TO DETAIL 3-B
BELOW W/ 5/8" DIA, THREADED ROD &
COUPLER NUT,
5/8" CDX PLYWOOD 8d (0.131" X,2 1/2") 3" OF PANEL CONNECT TO INVERTED SIMPSON
zi� EXTERIOR O.C. EDGES- 6' O.C. FIELD HDU5 ATTACHED TO PILING GIRDER BELOW W_ REFER TO DETAIL 3-8
5/8" DIA. THREADED ROD & COUPLER NUT,
[)�|
^_. ., .�_ ' x
�� /
�
~
�COMPONENTS
-� -__ ~. ~��. ".��"� .mc^�`,c nu/o4 ouu/mn� 0 JME
��- _ __ OT -_ ~^_.~.,~^ ~. °",^..E" PER 14S AND ona�� nu/ 8UU|0NAL LDADS
DELTEC STRUCTURE,!mrxx|
-
2ALL .,"LL^ uvm."G vo'/c� rcn/muEn AS ROUQHFN�
FRAMING DIMENSIONS �-^ '~ '```~'
umu VERIFY WALL NN�M THICKNESS MAINTAIN PROPER LEARkN
ALL PROVIDED DIMENSIONS. /�� CONTRACTOR—� -� ROOM LAYOUTS USING
LL
APPLICABLE mu/uu/mG CODES mNU/UR ORDINANCES, RESPONSIBILITY TO �� '�—
a uJuAkL FOOTAGE OF R0OW8 (CLOSETS,TUBS, CABINETS, INCLUDED^
IN THIS FIGURE). DO �'- '^`�
`
' '~ - DRAIN.~PENETRATIONS=°mm.m ruvmBnu um~uE, WEB -TEC FLOOR TRUSSES CANNOT BE CUT OR MODIFIED IN ANY'
WAY OR THE DELTEC WARRAN' WILL BE VOID.a
THIS rux/mm OF WING/CONN--C TO BE BUILT ON SITE BY OTHERS TO ENSURE ACCURATE
`
WING/CONNECTOR WALL .,".^LS,
op
'
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IA LE
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El'_7
OF 7
JOB DRAWISGo NUMBER:
14085 1 1420-624
SHEET TITLE:
FE
1 MAIN LEVEL FLOOR PLAN �B F
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,Roj CT DE CR IPTIO������DRAWN BY:
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�
~
�COMPONENTS
-� -__ ~. ~��. ".��"� .mc^�`,c nu/o4 ouu/mn� 0 JME
��- _ __ OT -_ ~^_.~.,~^ ~. °",^..E" PER 14S AND ona�� nu/ 8UU|0NAL LDADS
DELTEC STRUCTURE,!mrxx|
-
2ALL .,"LL^ uvm."G vo'/c� rcn/muEn AS ROUQHFN�
FRAMING DIMENSIONS �-^ '~ '```~'
umu VERIFY WALL NN�M THICKNESS MAINTAIN PROPER LEARkN
ALL PROVIDED DIMENSIONS. /�� CONTRACTOR—� -� ROOM LAYOUTS USING
LL
APPLICABLE mu/uu/mG CODES mNU/UR ORDINANCES, RESPONSIBILITY TO �� '�—
a uJuAkL FOOTAGE OF R0OW8 (CLOSETS,TUBS, CABINETS, INCLUDED^
IN THIS FIGURE). DO �'- '^`�
`
' '~ - DRAIN.~PENETRATIONS=°mm.m ruvmBnu um~uE, WEB -TEC FLOOR TRUSSES CANNOT BE CUT OR MODIFIED IN ANY'
WAY OR THE DELTEC WARRAN' WILL BE VOID.a
THIS rux/mm OF WING/CONN--C TO BE BUILT ON SITE BY OTHERS TO ENSURE ACCURATE
`
WING/CONNECTOR WALL .,".^LS,
op
'
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pv
El'_7
OF 7
JOB DRAWISGo NUMBER:
14085 1 1420-624
SHEET TITLE:
FE
1 MAIN LEVEL FLOOR PLAN �B F
�'�^
e
Ell,!ejb
,Roj CT DE CR IPTIO������DRAWN BY:
�° . �uvu �/ / o x�o wv/m� UN P|UN��
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24" MAX 0.C. 2'
| | -11� 2'
� |�- '' 4
DETAIL 6-D
DOUBLE DROP GABLE
(2X8 WALL PANELS)
8|WPSDN H2.5A-Z HURRICANE
TIE AT DROPPED GABLE.
1 EA. OUTRIGGER
INVERTED 0WPSON LUS26 HANGER, 1 G4
OUTR|GGER, USE S|WPS0N LUS2G 2 HAN�ER PLYWOOD
AT cEm|ER uuu P LYW0I 0 G71
ROOF TRUS3ES,
SEE FRAMING
PLAN FOR
SPACING
_"�WALL PANEL BEYOND
SECTION 6-E
DOUBLE DROP GABLE
(2X6 WALL PANELS)
0iADDED THIS PAGE
A
S-17-
i7^
5/8" PLYWOC
a/
I
'/ _11\
'� ` '
-
/ -__~/ �| ` �
__ � �
`.
-
�
WING
'WALL
��
�
BELOW
—DOUBLE DRO,-;
|
GABLE TRUSS
| |
TO STRUCTURAL FRAMING, NEVER TO m0
U|/ |
PLYWOOD SHEATHING ALONE.
4
OUTRIGGEF(SEE
CONTRACTOR WAY FIELD -INSTALL 2X6 ' -=
BLOCKING BETWEEN DELTEC TRUSSES AS
FRAMING
SHOWN FOR A SECURE ATTACHMENT
�
PLAN FOF
| |
INSTRUCTIONS FOR MORE INFORMATION.
LOCATION
�B
| / |
OPTIONAL
.
\ |RE�D-|MST�LLED
SEE FRAMING
2X0 BLOCKING
| |
(Typ)
`� �� '
PLAN FOR
~�
SPACING
� .
PERIMETER
DETAIL 6-D
DOUBLE DROP GABLE
(2X8 WALL PANELS)
8|WPSDN H2.5A-Z HURRICANE
TIE AT DROPPED GABLE.
1 EA. OUTRIGGER
INVERTED 0WPSON LUS26 HANGER, 1 G4
OUTR|GGER, USE S|WPS0N LUS2G 2 HAN�ER PLYWOOD
AT cEm|ER uuu P LYW0I 0 G71
ROOF TRUS3ES,
SEE FRAMING
PLAN FOR
SPACING
_"�WALL PANEL BEYOND
SECTION 6-E
DOUBLE DROP GABLE
(2X6 WALL PANELS)
0iADDED THIS PAGE
A
S-17-
i7^
5/8" PLYWOC
a/
I
'/ _11\
'� ` '
-
/ -__~/ �| ` �
__ � �
771
. . . .. . . .. .
U
------ L
`.
-
�
ZILLA RAIL SOLAR PANEL RACKING
��
�
'^^~''~'~`' L~~^'~`S FOR SOLAR
|
PANEL RACKING, SPACED AS SHOWN.
RACKING SHOULD ALWAYS BE ATTACHED
| |
TO STRUCTURAL FRAMING, NEVER TO m0
U|/ |
PLYWOOD SHEATHING ALONE.
4
CONTRACTOR WAY FIELD -INSTALL 2X6 ' -=
BLOCKING BETWEEN DELTEC TRUSSES AS
SHOWN FOR A SECURE ATTACHMENT
�
POINT, SEE SUN BANDIT INSTALLATION �m
| |
INSTRUCTIONS FOR MORE INFORMATION.
�B
| / |
OPTIONAL
.
\ |RE�D-|MST�LLED
2X0 BLOCKING
| |
(Typ)
`� �� '
~�
.
� .
PERIMETER
771
. . . .. . . .. .
U
------ L
ZILLA RAIL SOLAR PANEL RACKING
PERIMETER
DETAIL 6-A
SEE DETAIL 6-D
TYP BOTH CORNERS
OR
BARGE R17ER
DOLBLE DROP GABLE TRUSS
X6 St!B-FASCIA
THE STRUCTURAL DESIGN INCLIOES COMPONENTS BY DELTEC ONLY. UNLESS OTHERWISE NOTED, ADDITIONS TO THE
STRUCTURE BY OTHERS SHALL BE DESIGNED BY QUALIFIED
PERSONS AND SHALL NOT IMPART ADDITIONAL LOADS TO THE
DELTEC STRUCTURE.
91
Rol
SHEET NO:
OF 7
>DAT JOB
f: F;DRAW140 NUMBER�: SHEET TITLE: m:
14
14085 1420-624 ROOF TRUSS LAYOUT BF
PROJE7T DESCRIPTION:
el
c
STORY 2000
DRAWN BY:

Q!I_ o'—o"
8-1/8"
DELTEC WALL PANEL
18" FLOOR TRUSS
5/8" PRE—CUT
SHEATHING
SECTION Z—A
SCALE: 1/2"=`-O"
WING/CONNECT
WALL PANELS
0
PERIMETER
SUPPORT BEA:,!
PRODUCT LIST
QTY
ITEM
MODEL / DESCRIPTION
NOTES
PILIGS
N
PILINGS
O
',ROF OVERHANG:
ALL BATH FANS CAN BE RUN AT 50, 80, OR
2
BATH PAN W/O LIGHT
PANASONIC WHISPERGREEN SELECT
110 CFM, 80 CFM IS RECOMMENDED FOR MOST
ENGINEERING REQUIRED (Y/N):
iFLOOR SYSTEM DEPTH:
�;NO
118" WEB -TEC
N O
118" WEB -TEC
BATHROOMS.
1
A!,--- EXCHANGER
TBD
TBD
iCOLUMN HEIGHT:
N/A
EE ROOF TRUSS LAYOUT FOR SOLAR MODULE
1
SOLAF- WATER HEATER
SUN BANDIT SB -200 W/ (4) SOLAR WORLD MODULES
ATTACHMENT DETAILS. CONDUIT AND STANDARD
COUPLER NUT.
SYSTEM
jSOFFIT
-LECTRICAL COMPONENTS TO BE SUPPLIED BY
W ALL PANEL THICKNESS (NOM.):
2X6
:OCAL CONTRACTORS
FLEASE NOTE: DELTEC RECOMMENDS THAT HOMEOWNERS AND/OR BUILDERS CONSIDER LOCKABLE, WEATHERPROOF, ON—SITE STORAGE FOR STORAGE OF ADDITIONAL
IMIRATEC
TERIOR FINISHES
p,
MUNDATION
ANUFACTURER: SHERWIN WILLIAMS
OF COATS: 2
]IS ITIBER CEMENT
N
l8f[ILDIRG LOCATION: PAMLICO COUNTY,-
STRUCTURAL SPECIFICATIONS
L:
12000 1 6'X28' WING
F OTYPE:
PILIGS
N
PILINGS
O
',ROF OVERHANG:
31-9$5
-99
30 (TBD/GABLE)
ADDITIONAL STRUC. REQUIREMENTS-
HIGHWIND
HIGHWIND
ENGINEERING REQUIRED (Y/N):
iFLOOR SYSTEM DEPTH:
�;NO
118" WEB -TEC
N O
118" WEB -TEC
ICOR ER TRIM
LMIRAATEC
CHARGES.
'WINDOW TRIM
:i M I RATEC
iCOLUMN HEIGHT:
N/A
REFER TO DETAIL 3-13
jBATTENS
N/A
�WALL PANEL HEIGHT:
COUPLER NUT.
jSOFFIT
IFIBER CEMENT
W ALL PANEL THICKNESS (NOM.):
2X6
12X6
FASCIA
IMIRATEC
REFER TO DETAIL 3-13
'EXTRA WALL OPTIONS:
rl-7 ___
NONE
NONE
IBASE BAND
111HANDRAILS
TB
YS.
P. F.
P..
SKIRT LENG H:
21 INCHES 121
- I , NCHES
FOAM (Y/N):
YES
YES
ORDER OF WALL MATERIAL:D-CDX-
FOAM -TYPAR-SI51 _NG1
STU D-CDX- FOAM -TYPAR-SI DING
FIELD BEND
THREADED ROD
AS REQUIRED
SIMPSON HDU HOLDOWN —
SEE SHEARWALL SCHEDULE.
POSITION HOLDOWN TO
MINIMIZE ANGLE IN THREADED
ROD
fl- RE'
FE7��� D
0 REVISED FLOORPLAN, SCHEDULE AND W
REVISED FLOORPLAN, ADDED WINDOWS
REVISED FLOORPLAN, ADDED WINDOWS
ADDED DETAILS
A( MAIN LEVEL FLOOR PLAN,
IDESIGN LOADS.
l8f[ILDIRG LOCATION: PAMLICO COUNTY,-
HOLD—DOWN
!WIND SPEED:(ASCE7-05)
-EXPOSURE
5IND CATEGORY: D SEISMIC: B
LOAD TYPEJJJJ
DAD
TOP CHORD LIVE LI.— 40 P.S.F,
TOP CHORD DEAD LOAD
10 P.S.F.
10 P.S.F. 10 P.S.F.
BOTTOM CHORD DEAD LOAI i 10 PSp N/A
Ils BASED ON INFORMATION FURNISHED TO DELTEC, THIS STRUCTURE IS DESIGNED TO THE FOLLOWING
MINIMUM LOADS
1 BY SIGNING BELOW, I UNDERSTAND IT IS MY RESPONSIBILITY TO VERIFY THIS INFORMATION IS CORRECT
FOR MY BUILDING PROJECT. I AGREE NOT TO HOLD DELTEC HOMES, INC. OR ANY OF THEIR
EMPLOYEES RESPONSIBLE IF IT IS LATER DETERMINED THIS INFORMATION IS NOT APPLICABLE FOR MY
PROJECT. FURTHER, I UNDERSTAND THAT ANY CORRECTION TO THIS INFORMATION MUST BE MADE
BEFORE I ENTER INTO MY PRODUCTION CONTRACT TO AVOID ANY REDESIGN OR RE—ENGINEERING
CHARGES.
4
SHEARWALL SCHEDULE
—
PATTERN
HOLD—DOWN
NOTES
3 OF
X 2 1/2") 3"
SIMPSON CS16—Z STRAP TIE @ EACH END OF
REFER TO GENERAL
6' O.C. FIELD
PANEL.
DRAWINGS SHEET 5 FOR
DETAIL
SIMPSON HDU2—SDS2.5 HOLDOWN EACH END
X 2 1/2") 3
OF PANEL, CONNECT TO INVERTED SIMPSON
6" O.C. FIELD
HDU2—SDS2.5 ATTACHED TO PILING GIRDER
REFER TO DETAIL 3-13
BELOW W/ 5/8" DIA. THREADED ROD
COUPLER NUT.
SIMPSON HDU5—SDS2.5 HOLDOWN EACH END
X 2 1/2") 3"
OF PANEL CONNECT TO INVERTED SIMPSON
6' O.C. FIELD
HDU5 ATTACHED TO PILING GIRDER BELOW W-
REFER TO DETAIL 3-13
I
5/8" DIA. THREADED ROD & COUPLER NUT,
i
Its
h
0
dm
uw
Po
ei
JDES COMPONENTS BY DELTEC ONLY. UNLESS OTHERWISE NOTED, ADDITIONS TO THE
BE DESIGNED BY QUALIFIED PERSONS AND SHALL NOT IMPART ADDITIONAL LOADS TO THE
PERIMETER WALLS) ARE DRAWN AS ROUGH FRAMING, ALL DIMENSIONS ARE TO ROUGH
FINISH THICKNESS TO MAINTAIN PROPER CLEARANCES. FIELD VERIFY ROOM LAYOUTS USING
E CONTRACTOR OR USER OF THIS PLAN ASSUMES FINAL RESPONSIBILITY TO MEET ALL
,ND/OR ORDINANCES,
MOWN IS APPROXIMATE FLOOR AREA ONLY (CLOSETS, TUBS, CABINETS, ETC. ARE INCLUDED
INCLUDE INTERIOR OR EXTERIOR WALLS,
VITHIN PLUMBING CIRCLE. WEB—TEC FLOOR TRUSSES CANNOT BE CUT OR MODIFIED IN ANY
( WILL BE VOID.
CTOR TO BE BUILT ON SITE BY OTHERS TO ENSURE ACCURATE FIT OF DELTEC
3.
SEP " or,
ROJECT DESCRIPTION:
1 STORY 2000 W/16'X28WING ON PILINGS
I
lu#m�=k
DfAWING NUMBER-
SHEET TITLE:
3 OF
MAIN LEVEL FLOOR PLAN
A
GILGO
& ERNIE
GLASS
ROJECT DESCRIPTION:
1 STORY 2000 W/16'X28WING ON PILINGS
I
4 ON
07:
3 OF