NH_17-18_Wilson

NEW HANOVER COUNTY
DEPARTMENT OF PLANNING AND LAND USE
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NORTH CAROLINA 28403
TELEPHONE [phone]
FAX [phone]
Chris O'Keefe, AICP
Planning & Land Use
Director
June 30, 2017
EXEMPTION # E17-18
Glenn Wilson
207 Williams Rd.
Wilmington, N.C. 28409
Ken Vafier, AICP
Planning Manager
Exemption Number -
RE: EXEMPTED PROJECT- Accessory Building [15A NCAC 07K .0209(a)]
PROJECT ADDRESS - 207 Williams Rd.
AREA OF ENVIRONMENTAL CONCERN - Estuarine Shoreline
Dear: Mr. Williams
I have reviewed the information submitted to this office in your inquiry concerning
the necessary filing of an application for a minor development permit under the
Coastal Area Management Act. After making a site inspection on June 13, 2017,
have determined that the activity you propose is exempt from needing a minor
development permit as long as it remains consistent with your site drawing and
materials list submitted on June 7, 2017, and meets the conditions specified
below. If your plans should change and your project will no longer meet these
conditions, please contact me before proceeding.
ACCESSORY BUILDINGS - [15A NCAC 7K .0209(a)] - those structures that are
customarily incident to an existing structure are specifically excluded from the
definition of development if the work does not involve filling, excavation, or the
?✓C .iwED
uC.Mi WILMINGTON, NC
JUL 0 3 2017

alteration of any sand dune or beach as set out in G.S. 113A-103(5) b.6.
Accessory buildings are subordinate in area and purpose to the principal structure
and do not require, or consist of the expansion of the existing structure as defined
by an increase in footprint or total floor area of the existing structure. A building
with a footprint of 100 square feet or less is considered an accessory building as
long as it is customarily incident to and subordinate in area and purpose to the
principal structure. Buildings of a larger size may be considered accessory
buildings if necessary for customary use.
The following specific conditions apply:
1. The project consists of the Installation of Open Sided metal Carport, as
shown on the attached drawing.
2. The proposed project shall be consistent with all other applicable local
ordinances and North Carolina Building Code standards.
3. Open Sided Metal Carport must be anchored down.
This exemption to CAMA permit requirements does not alleviate the necessity of
your obtaining any other State, Federal or Local authorization and N.C. Building
Permits. This exemption expires 90 days from the date of the letter.
Sincerely.
Darrell E. Galloway, LPO
New Hanover County
LPO'S ADDRESS230 Government Center Dr. Suite 110
Wilmington, N.C. 28403
Cc: DCM FIELD REP/FIELD OFFICE
AGENT (IF APPLICABLE)
REC-1VED
DCM WILMINGTON. NC
JUL 0 3 20V

REGULAR / A -FRAME
20'-0" WIDE
CARPORT STYLE BUILDINGS
DESIGN NOTES
L ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE
WITH IBC 2009. 05HA AISC 360. A151100. A5CE 7-M AWSO
13 CODES AND ALL APPUCASLE LOCAL REQUIREMFWT5.
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON
FOUNPATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED BY MANIFACTURFR NAME
MAY 5E SUBSTITUTED WITH MATERIAL EGUAL OR EXCEEDING
ORIGINAL,
4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS.
5. ALL FIELD CONK :CTIONS SHALL BE #V (114"XT) 5D5
(E5R-2196 OR EQ}
6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GN.V.
OR PAINTED STEEL - MAIN RIB HT. 3/4- (FY-OOK50 OR Ea
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS
SHALL BE GRADE 50 STEEL
8. 5TRIICTURAL TUBE TS2 V2°X212" -14GA 15 EQUNALEM
TO T521/4"X2174" -12GA AND FITHER ONE MAY BF USED 1
LIEU OF THE OTHER.
DESIGN CRITERIA
PREVAILING CODE:
N50C 2012 QBC 2009)
USE GROUP:
U (CARPORT5, BARN5)
L DEAD LOAD (D)
0 = 4 FSF
2. ROOF LNE/SNDW LOAD (Lr)
Lr-20-fit P5F
(AS PER SNOW LOAD
SEE TABLE 4))
5. SHOW LOAD (5)
GROUND SNOW LOAD
PS=20-90 F5F
IMPORTANCE FACTOR
I5=0.8
THERMAL FACTOR
Cl = 12
EXPOSURE FACTOR
Ce=1.0
ROOF SLOPE FACTOR
C5=1A
4. WIND LOAD (W)
BASIC WIND SPEED
Vie - 90 - 150 MPH
EXPOSURE C
IMPORTANCE FACTOR
hY = 0.87 (V, o- 100)
0.77 NAw > 100)
5. SEISMIC LOAD (E)
DESIGN CATEGORY
D
IMPORTANCE FACTOR
le -1DO
LOAD COMBINATIONS:
N t. D+(Lr OR 5)
2. D+(W OR s01E)
3. D+0.75(W 09:0.7E)+0.75(Lr OR 5)
4. O.OD + (W OR x0.7E)
DESIGN LOADS
CNann EnoHr. � MnTH:
ROOr LINE LOAM. I LE/gM
"SM VANC PPE£o: I HEmr..
DRAWING fNDEX
CODER SHEET
SCHEDULES 6 MEMBER -
SECTIONS --
2
FRAME SECTIONS 6 DETAILS --_
3-A 3-B
SPACING SCHEDULES -
6 ENCLOSURE NOTES ----
4
PURLIN 6 GIRT 50EDULES
5
SHEATHING OPTIONS
6
51DE WALL FRAMING
6 OPENM0405 --
7
END WALL FRAMING
6 OPENINGS
CORNER BRACING DETAM.5
9
OPTIONAL LEAN-TO ADDITION ----
10
FOUNDATION OPTIONSEF tVU
DCM WILMINGTO
BUILDING INFORMATION
❑ As W
PHANETv� f] HEwLAa
1] mU —
ENCLOSURE ❑ PAI
TYPE:
❑ OPEN
JuL 0 3 2011
NOTICE
DATE of IP91E: FEB 13 2017
N T
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
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DRAWING INFORMATION
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PR ECTNo.: 032-17-0165
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LICENSE r
No. 030075
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CENT TNINONTHESE ONAWNGSW DATEExivPec:1213112017_
VAIIDrgIOtl YEARFRONOATEOFIEEUE oAmoomm FEB 09 2017

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MANUFACTBIEB BY:
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carpoftsq Tic.
176 Holly'SOfts Rd.
ML Airy. NC 27030
1-800597-3597
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PROJECT: 2L7-0" WIPEDUILPINGS
,. ,dw�- STATE OF NORTH CAROLINA
COVER SHEET
seEkiNDA . 2 / 11
AMMJFUCAl10NOPl DRlYMIs'iNB (Al
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ORANIN� VADD lNiO I \PW21R0/A OVDEOFENIE.
LICENSE
lo. 030075
tihG1N6E/
DATES mm& 12/31/2017
armaONm: FEB 09 2017.

3
[4) PEAK DRACE- SEE,
TABLE S-B.1 FOR LEw7H
[5) KNEE DRACE=SEE
TABLE 3-D.2 FOR LENGTH
OJ COLtAFN IF05T
[S) BASE RAIL
❑VP. A -FRAME SECTION
SCN -
ABLE &B.1 FOR LENGTH
[5) KNEE BRACE=SEE
TABLE "2 FOR LENGTH
[1)coLUMNPOsi
[a] BASE RAIL
❑ TYP.,REGULAR''FRAME SECTION
SCALEN15 ..
l
[2) ROOF BEAM
A KNEE BRAGS- ATTACH W/
(2) M FASTENERS ES.
[6) G' I.C.'C%MCTOR'SIELVE-
19ELPDMT W/MFASTENEKS
ES.- SEE TABLE 3-5Z FOR W.OF
'FASTENFRSKEQU'
Y _ r I
snorts. Inc.
170 Holly Springs Rd.
Mt Ahy, NC 27030
1-800-597-3597
etwwEPn®sr. ,
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DETAILS
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FIELD DOLT W/[23j FASTENERS
E.5. - SEE TADLE 3-139 FOR NO.
OF FASTENERS REOO.
1COLUMN POST
D. REGULAR FRAME
FJAYE' PETAI . I
SCMEMS
-ANY OVfl1CATWN OFl DWMQWS IWIKNE Oft
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-ONAW1 VM UPTO 1 MNCFKOAIQA'WOFEMf.
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pFESS/O.y 29
' 9
LICENSE f
No. 030075
A
DATEwwiRm:1213112017 _
DATslaaum: FEB 09 2017

5LPEAK-BRACE TUPE"
D. PEAK BRACE CHA"V
F,PFAK BRACE CONNE.
ark' M� 2m KgLsil n1p, r-at
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23
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CHANNEL
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-clgrom— -E3 110 TO lao -B MANUFACTURER NOT RF5P64SIBLE FOR LEVEUNG OFGFWikj
'ANDIORCCNMZETE,5WAaf'kOVIDEDDYUMS�
Carports, -Inc.
170 Holly Springs Rd.
ML Alry, NG 27030,
1-800m6g7-3597
AA,kENGDUXFMG
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FRAME DETAILS
CAM E% i:
VATESIMaM
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GROUND
ROOF LNE
LOAD (P5F)
..WIND SPEED(MPH)
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1390. 0M 0110 ❑W 13130 'O140 0150
t 13 /20
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60
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NOTES:
11—FRAME 6PACMGS"ARE IN UNT,9OF INUiES ON. _
2 WHERE TWO VALUES ARE 5HOWK THE HIGHER VALUE. CAN ONLY BE USED FOR VERTICAI. SHEATHING.
A SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 5 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE 5TRINGEsD VALUE, HAS TO BE USED. INTERPOLATION 'BETWEEN CELL5 IS NOT ALLOWED.
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCLOSED AND OPEN BUILDING5 AREAS SHOWN ON THE RIGHT.
2, THE MAK BUILDING LENGTH FOPENCLOSED BUILDINGS I5'5O-0' . TMS CAN BE INCREASED
'BY ADDING A DOUBLE. FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING.
3 FOR ENCLOSED
BUILDINGS. ONE END WALL CAN BE OPEN iF THE OTHER END WALL 15
OPEN END WALL MUST HAVE EITHER•GADL_E FRAMING (SEE 5HEET BA) OR A
' DOUBLE END FRAME. .
4. , OPEN. BUILDINGS CAN HAVE PARTIALLY EACL05ED SIDE WALLS UP TO3' ENCLOSED.
5. ENCLOSED BUILDINGWITH PARTIALLY ENCLOSED. END WALLS NEED TO HAVE SIDE WALL
`BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL, SEE -SHEET 9 FOR TYPICAL
BRRCINGDETAILS.
TYP. ENCL05EP 13LJILPING TYP. OPEN 13UILPING
SCNE: NTS W&ENTS
N
Carports, Inc.
170 Holly Springs Rd.
Mt. Alry, NC 27030
1-900-697-3597
EMOINEEREO BY
A kA ENGINTEOIlNG
MVIL-SMUCWHAL
5911 Remteurce Pms,9,umR •TykEgOHi9®A
n1.uRn�Pm. m.uR.gsuoss
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PROJECT: 200= V WIPE 6UIL9I4G6
LOCATWN: 5TATE OF NOKfH CAROLINA
PROJECTNO.-. OM-17-01655
SHEET TITLE:
SPACING SCHEDULES
& ENCLOSURE NOTES
wmirsa: 4 / 11
ANr M,naN OFM ORMM Nvm OR
PART 5STRICILYFORSIWEN. NA10W WD&MMU
-�< VANNGS VALID UPM I WRFRDMDAWOFI 4
BMW
� N CA R—
LICENSE '
No. 030075
0 LNGINOES �G�
5
9�A. ABU 1P
GATE ExPiREs:1213112017
OATESIOHED: FED 09 2017

TABLE 5.1: PUFLIN 5PACING 5CH{£DULE
'NOTES:'
'1. PURLIN 5PACING UNIT5'ARE 1N INCiESi .
82" FRAME 5PAClW NEEDSTO DE.DETERMINEDFROM TADLE 4.
1
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TABLE 5.2 GIRT SPACING SCHEDULE
V
5Y�r1"F;a 1„H,.,,kJJ. IM) IEG
;5�_•.,f�y
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NOTES:
L GIRT SPACING UNITS ARE IN INCHES.
2. THIS SCHEDULE 15 TO BE USED FOR DOTH
MGA AND 15 GA PURUNS.
3. FRAME SPACING NEEDS TO DE DETERMINED
FROM TAKE 4.
00 r-N
Carports, Inc.
VO Holly Springs Rd.
Mt. Airy, NC 27030
"013-597-3597
ENmHf�aFn BY: --
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LOCATION: STATE OF NORTH CAROLINA
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SNFET PURLIN & GIRT
SPACING SCHEDULES
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00) SHEATHING J.
SEE TABLE 22 FOR
FAS
J -w- L(5]GIRT5
,❑ TYP. VERTICAL SHEATHING
_ 'SCAL. NIS'
013 END WALL POST
SEE TABLE 22 FOR
FASTENER SCHEDULE
CIO] SHEATHING
ATTACH PURUNS TO -
ROOF BEAM5 W1(2) '
GENERAL SHEATHING NOTES:
I. REGULAR STYLE 15UILDRNG5 CAN
ONLY HAVE HORIZONTAL
SHEATHW, ON ROOF AND WALLS.
2 A -FRAME STYLE DUILDWG5 CAN
HAVE ANY COMBINATION OF
`HORI7.ORrAL OR VERTICAL
SHEATH W, ON ROOFS AND WALLS.
a BOTH HORIZONTAL AND VERTICALS
ROOF 5HEATHING CAN HAVE MAX
6- OVERHANG.
4. USING VERTICAL. SHEATHING MAY
ALLOW FOR GREATER FRAME
SPACING. SEE NOrE 2 UNDER
TABLE 4.
TFl(ER SCHEDULE "••1 ••• • •. ••, [8] PURUNS.1
_HORIZONTAL SHEATHING'DETAIL H ROOF VERTICAL SHEATHING DETAIL]
MS:
;[161ANIGLE CUP. SECURE TO
POOR P05T AND BASE RAIL
W/ (4) [23] FASTENERS E5.
- QO] SHEATHING
SEE. TABLE 22 FOR
FASTENER SCHEDULE
[SA] FfD-WALL GIRT5
E ❑ WALL VERTICAL SHEATHING -TUBE DETAIL
6CAM as
ATTACH GIRT5 TO P05TS
W/ (2) W] FA5TENER5
[0&J.—m 1tu �J
SEE TABLE 2
FASTENER 5CH
[5]
❑ WALL VERTICAL SHEATHING - HAT CHANNEL DETAIL
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Mt. Alry, NC 27030
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& DETAILS
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DATEo mss:1213112017
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MAIL 2 CUT FRAMES
9
�- CLEAR DAY EACH SIDE OF
OVERHEAD DOOR OPENING &AT
3UWN3 CORNEK5
❑51DE WALL OVER?HEAD DOOR OPEMNGS
SGALENfe
C123 DOOR POST
- [6] 6- LG. CONNECTOR
SLEEVE FIELD VOLT W/
[23] FASTENERS- SEE
TABLE 35.3 FOR NO. OF
LQ/ `[5]VASE RAIL
DOOR POST 60T. CONK. DETAI 1
EGLENtS
HEADER
[PS) WINDOW FRAMANG
[16] ANGLE CLIP. SECURE
TO COLUMN P05T AND
HEADER W/(4) C253
FASTENERS E.S.
TYP: WINDOW FRAM[NG' 2
CONN-DETAIL
SOALEt Ms
I' 14
[?3] FASTENERS - SEE
TAULC 5-D.5 FOR NO. OF
FASTENERS REGO.
�— [14] DOIJBLE HEADER
C,C STITCH WELD VOM
51DES STAGGERED-TYP.
COLUMN POST ADOBE DOOR 3
HEADER CONK DETAIL
SCALE MS
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W/ (4) [23] FASTENERS FS.
[15) ANGLE CUP. SECURE
TO COLUMN POST AND
SERVICE DOOR / WINDOW
FRAMONG W/ (4) [?5)
SERVICE DODR(5)
FASTENERS E5.
TO DE LOCATED,
PER CUSTOMER
REQUIREMENTS
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7N
D] COLUMN POST
[14) DOUDLE HEADER �
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SIDES STAGGERED -TYP.
TYP. SERVICE DOOR / WINDOW
SIDE WALL SERVICE DOOR / WINDOW OPENING5 FRAMING CONN. DETAIL 4
SIDE WALL FRAMING NOTES:.
' 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICADLE TO VOLH REGULAR AND A -FRAME STYLE BUILDINGS.
2. MAX HEIGHT OF 510E WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BKACE5.
3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES.
4. MIN.1 CLEAR DAY MUST BE MAINTAINED DETWEEN ANY 2 OVERHEAD POOR OPENINGS. A CLEAR DAY IS A SPACE
BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS.
6. MIN.1 CLEAR BAY MUST AL56 VE MAINTAINED FROM THE BUILDING CORNERS:
6L SERVICE P0095 AND WINDOWS CAN VE PLACED IN CLEAR DAYS OR ANY WHERE ELSE AS NEEDED.
[12] DOOR POST J L-[6] 6" LG. CONNECTOR
SLEEVE FIELD VOLT W/
pz)FASTETERS-SEE
TABLE 35.3 FOR ND.OF
COLUMN POST AabVEY�tsb' 977%
HEADER CONN. DETAIL
SCALENN3
MMUFACTUi BY:
170. Holly Springs Rd.
Mt Alry, NC 27030
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LEGAL INFORMATION
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LICENSE f
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EAreowwes: 12/31/2017
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SEETADLE &AI FOR MAX
END WALL P05T5PACPIG
MPL 12,
CORNER
OFFSET
o
E
MIN 12" BETWEEN
OPEMNGS
MIN 12'
CORNER
OFFSET
SEE TABLE &A1 FOR MAIL
FNV WALL POST 5PACIhO
❑ END WALL OVER HEAD DOOR OPFMNGS
waU - ra
5EETAbLE 8A1 FOR MAX
END WALL P05T,SPACM
To Flr WINDOW
SERVICE DOOR(5) TO BE
LOCATED PER CUSTOMER
REOWREME4175
SEE TABLE B-Al
END WALL POST
END WALL 5ERV(CE DOOR AND WINDOW OPEMNG5
SCALE WEEND WALL FRAMING NOTE5;
1. , DESIGNS AND DETAILS SHONN HERE ARE APPLICABLE. TO BOTH REGULAR AND A -FRAME STYLE 5UILDMG5.
2. MIN 12' CLEARANCE MUST BE MAINTAINED BETWEEN ANY 7WO OPENING5 (OVERHEAD DOOR OR SERVILE DOOR)
AND FRoM OORNERS.
3 SERVICE DOORS -AND WNPOW5 CAN BE PLACED A5 NEEDED,
4. DIAGON& DRACES.NEED TO BE ADDED FOR PARTIAL END WALL ENCL05URE5. SEE SfeET 9 FOR DIAGONAL
BRACE CONNECTION DETAILS.
❑ ENO WALL GABLES
SCALE: M.S
❑ PARTIAL END WALL FRAMING
SCALE Nr9
?ABLE SatiiF.t�{NKuiPost'
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170 Holly Springs Rd.
Mt. Airy, NC 27030
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SHEET NO.: O-A / 11
DRAwx UV: LAK DATE: 2/9117
CHECKEDDY10M DATE:2/9/17
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Dn STRAIGHT DRACFET.
SECURE TO DOOR P05T
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[291 FASTENERS
RAIL
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[T]c&uhm 06ST
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01] END WALL POST
061 ANGLE BRA017. SECURE
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W/ (4) [M FA51EN1E 5 ES.
[9] DASE RAR
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RAIL CONN. DETAIL
--sc�Rls .1�.
[2]ROOF BEAM
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WINDOW FRAMM W/ (4)
[23) FA✓` TENERS E.5.
D53 5ERWGE DOOR 1 0-,
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FRAMING CONN. DETAIL
SMENTS'
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TO DOOR POST AND BASE RAIL
W/ (4) [231 FASTENERS E5.
j]TJ STRAtLiif BRACKET. SECURE
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W1(4) [231 FASTENERS' OR D2] DooR POST
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SOME NM T
D13 FND WALL P05T
ADOJE HEADER
[15]ANGLECLIP.
SECURE TO DOOP. P05T
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END WALL P05T ABOVE HEADER CONN. DETAIL 5
5aA ews -
Dt1 ac WALL POSY
[ii1 ANGLE CUP. 5Eg1RET0
DOOR POST AND DASE RAIL
W/ (4) [231 FASTENERS E5.
03161NGiE HEADER
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SCAM KS
D51 ANGLE CUP. SECURE TO
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GrAm ms
Ln) END WALL P05T -
POST ABM MADER
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HEADER CONK DETAIL
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[5] ANGLE CLIP. SECURE TO.
DOOR P05T AND DA5E RNL
W1(4)[24] FASTENERS E5s
043 DOUDLE WAVER
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DOUBLE HEADER - END WALL%1
POST CONK. DETAIL
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NANUFACTUREOSY:
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Carports, Inc.
170 Holly Springs Rd.
ML Airy, NC 27030
1-OW-597-3597
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PROJECT: 20-O" WIDE 13UILPNGS
Lo 110N: STATE OF NORTH CAROLINA
PROJEOTNOZ 032-17-0167
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END WALL FRAMING
DETAIL5 I
SHEET No.:
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CN Eo sr; OAA oATe 219117
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oATE mwuws: 12131/2017
oATEsISNEm FES 09 2017

(21] D5 DRAGNET. 5ECURE TO
POST AND PV&ONAL DRACES W1
(7) [23) FASTENERS AS SHOWN
09]DL-- -
BRACES
DIAGONAL GRACE TOP CORNER CONK. DETAIL'�1
5caf.wS ul
Q91DIMONAL DRACES
O] COLUMN P05TOR
'L71] END WALL POST
) DD BRACKET- SECURE TO
OT AND DIAGONAL BRACES W1
(23] FASTENERS AS SHOWN
DIAGONAL t3RAGE - P05T CONN. DETAIL` 2
SCA Nm
:[21] D5 BRACKET. SECURE TO AT CORNER
POST MID DIAGONAL BRACES W/
M L23]FASTENEF5 AS SHOWN ft�.r (1910V1GONAL ORACES
[3) END WALL RASE RAIL -1 L- [3] SIDE WALL DA5E RAIL
DIAGONAL BRACE GOT. CORNER CONK.-DETAIL'�1
$CAIE W$
INSIDE YIEW SHOWN FOR CLARIFY
M
CORNER DIAGONAL
BRACING- 5EE NOTE5
FOR REQUIREMRQT5
Tru
DIAGONAL GRACING AT CORNER5
SCALE W5
CORNER GRACING NOTES:
1. DIAGONAL DRACING AT BUILDING CORNERS 15 REQUIRED FOR
FULLY ENCLOSED DUILDIN95 IN LOCATIONS WHERE WINO SPEED 15
120 MPH OR GREATER.
2. IF CORNER BRACING 15 REQUIRED BUT 111E BUILDING 15 M1551NG
ONE OR DOTH END WALLS THEN THE 13UTLPING MUST SE DESIGNED
AS AN OPEN BUILDING AND SIDE WALL DIAGONAL BRACING 15
REQUIRED (U5E SPACING FOR OPEN BUILDING IN TADLE 4.1}
3. DIAGONAL DRACWG 15 ALSO REQUIRED ON THEM CORNERS ON THE
SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY
ENCLOSED.
Y UFACT R BY:
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T ortS. Lic.
170 Holly Springs Rd.
Mt. Airy, NC 27030
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DETAILS
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❑ OPTIONAL LEAN-TO API)MON
SCALE: W5
121 ROOF OEM I (611- IS. CaiiECTDR 5LEEVE-
MAN BU
FIELD BOLT TO BOTH TUBES W/
�CM] FA5TEWF5-SEETABLE 3.2
FOR No. OF FASTEPER5 REOB.
P M ROOF BEAM -
LEM!_TO ADDITION
(616 La CONNECTOR 5LEEVE•
FELD DOLT W/ L231 FASTE1E95
ES:- SEE TABLE 32 FOR NO: OF L
FASTENERS REOD.
,[I] COLUMN POST- FOR EAVE FFJGHI'5
GREATER THAN OP-O' WERTT5 225 X
225 X 146A TUBE TWOCOWMN P05T
LEAN-TO ATTACHMENT PETAIL . I
scAtENFs
LEAN-TO ADDITION NOTE5:,
1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH 5WE5 OF
THE SUILDNG.
2. ROOF SLOPE AND PURLIK GIRT AND FRAME SPACMS OF THE
ADDITION HAVE TO MATCH THAT OF THE MAN STRUCTIIRE-
3. IF THE LEAPFTO ADDITION I510PEN `(BOTH END WALLS OR SIDE WALL
15 NOT ENCL05ED), THE'DESIGN OFTHE MAN BUILDING HAS TO USE
THE FRAME 5PACING OF AN OPEN OUI DING FROM TABLE 4.
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170 Holly Springs Rd.
Mt Airy, NC 27030
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LICENSE
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OATH ExR1REs: 12/31 /2017
moral mm FEB'09 2017

C6NGRETE"SVA13 FOUNDATION NOT55: III I� ` 'I , ��� y \ \ MMUFACTUREO BY.
L. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB
FOUNDATION. ANY OF THE FOUNDATION5 SHOWN ON SHEETS TVA
-THRU.DCANDEUSED.- -z III III \ ��♦ // III
2 �L4n"OPTIONI w4 OFFSET of ofmON 2'NOTCHED EDGE. 1M�\ / \ III
DETAIL CAN BE USED a FOR OPTION I -ME MIN. SLO%D SZE SHALL DE EQUAL TO THEI'Ij�
"6UTSIPE DIMENSIONS 051HE BUILDING PLUS 5' EACH DIRECTION. \ H I'II' �Ij" I I ILL Ili Cal�lort3, be.
& :FOR OPTION 2 THE MIK SLAD SIZE SHALL DE EQUAL TO THE SIDE \ rr / III fI III % 170 Holly Springs Rd.
DIMENSIONS OF THE 6UILDW6DIMENSIONS. / /III III I I III, j Mt- AIry� NC.27030
4. CONCRETEANCHORS SHALL 8ELOCATEDNE%TTOEVERYP057 / Il 1-800-597-3597
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INSTALLED
ATCORNER OF ENCLOSED BR 51PF OF OFEKING5. O RD�S5WITH END WALL S20�
- ONE ON EACH BA5E RAIL-
5. ;GONCRETE ANCHOKS,CAN BE ANY ONE OF THE OPTIONS'
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6. ;DEPTH OF 5LAB TURN DOWN FOOTING SHALL DE GREATER THAN CONTROL JOINWF5 SPACED AT \
Y M'- A&AFNGINEP1iIIYG
'FROST DEPTH SPECIFIED FER LOCAL CDOE_ MAX 20-O" Or- \ w 1 I¢ -SmclTRw.
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SPANS TO 20' 1N EACH DIRECTION. CONCRETE SLAB FOUNDATION - BHaD�NG roSr
B: `ASSUMED 501L BEARING CAPACITY I6 TO BE A MiIN: OF 1500 PSF. SCALE NTS 6' ZI-V V non.u�urs luenoenn�lnu
9� ;CONCRETE STRENGTH TD DE A MINOF 2500 FBI 028 DAYS,
TABLE 11-A l: CONCRETE _TABLE 11-A2LNOTCH WIDTH
15LAB ANCFpR SCHEDULE _ _ I
NOTES:
L ANCMRS ARE BASED ON ESR-2526 REPORT.
'EXPANSION ANCHORS,,WEDGE ANCiOR5 OR
ADHE5IVE ANCHORS MAY BE USED AS LONG
:AS THEY MEET OR EXCEED THIS REPORT.
2.- MIN. EM13EPMEW DEPTH TO BE 4",.
A ANCHMP TO DE SPACED NO MORE THAN 6'
FROM POSTS.
4. .ALL ANCHORS TO DEA307 EQUIVALENT OR
BE TER. MIN 6•.F�mqf _
OdZ0��0btNul
TIC
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ANCHOR -SEE
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FOUNDATION OPTION 1:
CONCRETE SLAB
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LICENSE
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NGINE4
'Q• ABU I�
DATEIX m&- 1213112017
vATEmmm: FEB 09 2017

NOTES:
T ANW 95 ARE BASED ON ESR-2626REPORT.
,-EXPANSION ANCHORS,-WEBGE ANCHORS OR ADHESIVE
ANCHORS MAY BE USED AS LONG AS THEY MEET OR
EXCEED THIS REPORT.
2. MIN. EMBEDMENT DEPTH t0 BE 4'.
3- -AU'; TORS TO DE5PACED NO MORE THAN 6' FROM
'POSTS.
4. -ALL ANCHORS TOBEAWI EQUIVALENT OR BETTFIC
FCOnW OPTIONAL AT OPEN
END WALLS ANP O&SI- AD
DOOR OPENNGS
CONCRETE STRIP FOUNDATION ROTES:
1. 'DESECN5 SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION ANT
�OF THE FOUNDATIONS SHOWN ON SHEETS v-A THRu D CAN BE U5E0.
2. .CONCRETE ANCHORS SHALL BE LOCATED NEKf TO EVERY P05T AND ON EITHER
SIDE OF OPENINGS; TWO ANCHORS SHALL BE INSTALLED AT CORNER OF
ENCLO5ED BUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL
3. DEPTH OF -CONCRETE STRIP FOOTING SHALL BE GREATER THAN FR05T DEPTH
5PECVT P PER LOCALCODE
4: FASSUMFD 5011 BEARWG CAPACITY IS TO DE AMINOF 1500 P5F.
5- ,CONCRETE STRENGTH TO BE A kN OF 2600 P610 26 PAYS.
CONCRETE 5TRIP FOUNDATION
SCALE WS
07COLUMPOST /-ALCHOR-SEE
/ TADM1I1521
M BASE RAIL
GRADE
• tlO N
4
(4) #4 REBAR • i0 9
COM_
SFiTA13LEh82
m
❑CONCRETE STRIP FOUNDATION DETAIL
SCALE: NT5
NANUFADNREO9 .
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
F1M MFFCFII
AMRiNGIN1;IIIIlYG
avlc•sTnuCnTmnT.
391l AauiomAce, SuiaD � TukJy ODJ962T
Tk1:J149pFISJ3 • lm..H9,'!91 Ws3
+mM.va<orvc�mm�i
DRAWING INFORMATION
miwsm 20' O" WIDE DUILDING5
wD ,,N: STATE OF NORTH CAROLINA
m o. = T N D. 1032-17- 016 5
SNEETTn
FOUNDATION OPTION 2:
CONCRETE STRIP
SHEETNU.i 11-6 / 11
IMMI BY: DATE: 219/17
DNEDRm BY: OATe 2/9/17
-ANYDU'UCAIIDN OP'R95ORANIA'GMN1A)IP f]R
PARE L5 SiNICILY FORd'DDEN. /JA9f✓e 0 WIC 50 NUI.
D9AWWC9 VALID NPTO I ltLVtMMf DAROPESIl.
1u
LICENSE
N0. 030075
y�=
A• AgU�-
oATEElQ7w&- 12/31/2017
DATE SIGNED: FED 09 2017

076i6" POST
OR [71] END WALL
03
a'.
CONCRETE PIER
MIR 0),f4DAK-
D9' lfi.
-SEE
SCHEDULE
•,f' f- z
CONCRETE PER DET6KD
COME: NM 1
'M COL" POST
OR [111 EPD WALL
POST
[9J DA5ERAIL
ANCHOR ROD INTO 5011. DETAIL%1
SCALE: MS
yu
I ei1:5►�.
CONCRETE PIERS EITHER L—J w
SIDE OF OVERHEAD DOOR UO
OPENINGS
ALL
ANCHOR RODS AY ALL
CONCRETE MRS AT POSTS NOT SUPPORTED
CORNERS ON CONCRETE PIERS
[] CONCRETEPIERFOUNDATION
SCALE: M5 _....
CONCRETE PIER FOUNDATION NOTE5;
I. DE5IGNS SHOWN ON THIS SHEET ARE FOR CONCRETE
PIER FOUNDATION. ANY OF THE FOUNDATION5 SHOWN
ON SHEETS tt-A THRU D CAN DE USED.
2. CONCRETE PIERS SHALL DE LOCATED AT ALL
CORNERS, ON EACH SIDE OF OVERHEAD DOOR
OPENINGS AND ON ALTERNATE INRRIOR COLUMN
POSTS AND END WALL5'P05T5.
a PIERS SHALL DE FORMED DY PIGGING A HOLE OF THE
SAME SIZE AS'THE FIER ON LEVEL GRADE AND FILLING
WITH CONCRETE. THRD. ROD ANCHORS SHOULD DE
DROPPED INTO THE PIERS PRIOR TO POURING THE
CONCRETE.,
4: ALL POSTS NOT SUPPORTED ON CONCRETE. PIERS
SHALL DE ANCHORED TO THE GROUND WITH A 112• X
'80' LG. THREADED ROO. RODS WILL HAVE A WELDED
NUT AT THE TOP AND ONE COAT OF RU5T.PROOr
PRIMER.
8. ASSUMED SOLDEARING CAPACITY 15 TO DE A MIN.
OF 15DO PSF.
& CONCRETE STRENGTH TO DE A MIN OF2500 PSI 0 28
DAYS.
%1*
CONCRETE PIERS
AT ALTERNATE
END WALL POSTS
FACTUNEU SY:
N
Carports, Inc.
170 Holly Springs Rd.
Mt. Alry, NC 27080
1-800-597-3597
1U11'11 IT.
Ag OM-MUC.IMAL
Law•SLxucmm�L.
5911 Rand+WroPlue,&a�m 0 • T klo.OH�969d
ra uasv+asaa. P...a.•xlzazv
INFORMATION
T. PIERS AT I MjECT: 2a-C' WIDE 13U]LDNG5
PO ILocaTNon: 5TATE OF NORTH CAROLINA
POSTSTS
10140 TO 1501 1010 X 48'
TABLE 11-C2: CONCRETE PIER
ANCHOR 5CHEPULE,,
0110033affimmmis ,
090 T0120 1(2'HXT'
13130 TO 150 50"0 X 7"
NOTES:
1. ANCHORS AREDA5ED ON E59-2526
REPORT. EXPAN510N ANCHORS, WEDGE
ANCHOR5 OR ADHESIVE ANCH095 MAY
DE USED AS LONG AS THEY MEET OR
EXCEED THIS REPORT.
2, WN. EMDEDMENT DEPTH TO DE 4".
9. ANCH095 TO DE SPACED NO MORE THAN
6" FROM POSTS.
4. ALL ANf:HOR5 TO DE A307 EQUIVALENT
OR DETTER.
pRod W04 052-17-0165
EErTttt�
FOUNDATION OFTTON 3:
CONCRETEFIERS
SHPFT NO.:. T1 C / 11
omwNaY: LAK oATE:219117
-PHY OLRUCATION OPRIF pFAWPx+W Wlx)IEOR
PAW L451RICRY FOFBOCDI. AMi:NPOWX.SO LMLL
Se PROSEcvI®uwoERn+e rua eoPnr arme vm.:
- opAvnx<s vauo uP To I trAz Fpnra UAIEOPLSYE
CA
LICENSE
No. 030075
LNG I NEB¢ y4i=
A• A9�'I�
CATS ExpwEs.1213112017
oATEmmm: FEB 092017

Ol COLUMN POST OR
On END WALL POST
E.5.
wo
D 2"
1/2" 0 SHAFT X.(2) I�I II
501LSANDFa AL
41 �
SOIL ANCHORS EITHER
SIDE OVERHEAD
DOOR OPENINGS
SOIL ANCHORS AT ALL
CORNERS
ANCHOR ROD5 AT ALL.
POSTS NOT SUPPORTED
ON SOIL AWKORS
WALL POSTS
SOIL ANCHORS AT
ALTERNATE INfERIOR
COLUMN P05T5
501L FOUNDATION
501L FOUNDATION NOTES:
SCALE:105
1, DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION. ANY OF
151 BASE RAC
[1]GCLUMN POST OR
THEFOUNDATION5 SHOWN ON SHEETS IVA THRU D CAN BE 1.15ED.
[11] END WALL POST
2. 501L ANCHORS(HELICAL09'ROCR/A5PHALT) SHALL- BE LOCATED AT N1.4
CORNERS; ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE
DRILL 5/5" HOLE THROUGH
INTERIOR COLUMN POST5 AND END WALLS POSTS.
BASE RAIL AND SECURE
'A HELICAL ED ANCHORS ARE TO BE U5ONLY IF THE DRIVING TORQUE INTO THE
Li]SASE ANGLE WITH
GROUND 1S 150 FY--LB5 0R GREATER. MANUFACTURER 15 NOT RESPONSIBLE
6•
112" 0 THROUGH BOLT
FOR SOIL QUALITY AT SITE.
%4�,
AND P WASHERS E.S.
4. HELICAL ANCHORS CAN ONLY BE USED FOR CLA55 2, 3 d 0, SOILS (SEE SOIL
CLASSIFICATIONS TF95 PAGE),
EX151M
5, ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE
ASPHALT
GROUND WITH A 112" X 3O' LG. ROD. RODS WILL HAVE A WELDED NUT AT THE
TOP AND ONE COAT OF 05T PROOF PRIMER.
, `
5. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN OF 1500 P5F.
'" •>Tni"tea
"x
Am:aloR
501L CLA551MCATIONS:
�501LCLAS5
DESCRIPTION
2
5ANVY GRAVEL AND GRAVEL, VERY THIN DENSE AND/OR CEMENTED SANDS,
COARSE GRAVE0006131.E5, PRELQADED SILTS, CLAYS AND CORAL.
5
SAW SILTY SAND, CLAYEY SAND. SILTY GRAVEL. MEDIUM DENSE COARSE
SANDS, SANDY GRAVEL, VERY STIFFSILTAND SANDY CLAYS.
4
L005E TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS AND
ALLUVIAL FILLS.
'FROM HID `KJODEL MANUFACTURHD HON1E INSTALLATION STANDARDS"
(7]BASE ANGLES 91-� HF9,AASFMT/
r HP-9I,=ANCHOR
❑ OPTION 2: ROCK / A5PHALT ANCHORS 1
SCAB Ire
rulorts, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-000-597-3597
ENOINEEpED BY:
A$AFaiGINI.ERING
ctnva�TwcnmA�.
sm1 ism®N.R,a�mn.•nae,Ov avcva
hL9�4Y9Y-INt9.Y ila-SOEMaS
DRAWING INFORMATION
paweM: 29-U WIDE BIALDIN05
w Tjo, STATE OF NORTH CAROLINA
PROJECT NO.: 032-17-0165
$HEETT
FOUNDATION OPTION 4:
501L ANCHORS
SWUM: 11-0 / 11
om milm LAK DATE: 2/9/17
CNECHED DY: OAA mm 2/9/17
- ANY WRICKAON OF ViS PVC WWKUM
PAU55TACRYrOFW=. AMOXDOW,50 NIL
EE _ PR0.'YLVILIIIERTHE R FROM
PNTCFTHELAW.
vznvARrs vMnuD uPm a `rn2rR� Omc DeEeie.
A CAROB/
LICENSE
lo. 030075
NGINE� -y�G=
q'• ABA' 1�
vaeu mm:1213112017
DATewmm- FED 09 2017