AST-0424-2022 6
/1
V
Office Use Only
ACCESSORY STRUCTURE Permit#: ��
Town ofQueensbury PERMIT APPLICATION Permit Fee: $ g 5
742 Bay Road,Queensbury,NY 12804 Invoice#: 1�J
P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By:
Project Location: �Ir'�� )r
y1
Tax Map ID#: Subdivision Name:
PROJECT INFORMATION: [RR II.........,CC EET - E
TYPE: Residential ❑ Commercial, Proposed Use: JUL O 2022
TOWN O QQUEENSBURY
STRUCTURE: BUILDING& CODES
❑ Boathouse(with or w/o sundeck) ❑ Canopy Varport ❑ Cell Tower ❑ Deck
❑ Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp
❑ Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2nd floor:
Total square feet:_ Y( Q
Brief scope description of of project: '��G'� ��^ 0(� w,7
N N
�t �C5e-
Accessory Structure Application Revised June 2022
r
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 900
2. Are there any structures not shown on the plot plan? ❑ YES VNO Explain:
3. Are there any easements on the property? ❑ YES &10
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period.Any changes to the approved plans prior to/during construction will require
the submittal of amended plans, additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100%of the fee is retained.
3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. 1 certify that the application, plans and supporting materials are atrue and a complete statement and/or description
of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws
and ordinances, and in conformance with local zoning regulations.
5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to thPIZ,
e:
PRINT NAME: (t 07
SIGNATURE: DATE:
Accessory Structure Application Revised June 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• APPIicanJF,
Name(s): c,
Mailing Address, C/S/Z: 1 0. Fier e1r
Cell Phone: L123- 'WYV-7 Land Line:
Email:
Primary Owner(s):
Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contractor Name(s): 04F,
Contractor Trade: �de r1e a rw e--
Mailing Address, C/S/Z: o �e_ M rG V,< <-
Cell Phone: SI Y M Land Line:
Email:
"Workers' Comp documentation must be submitted with this application"
• Arch itect(s)/Enei nee r(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Contact Person for any questions regarding this project. I ,e►S �Zt
Cell Phone: Sl 3- lKgq 7 Land Line:
Email: 1-C L mt oftk;L
Accessory Structure Application Revised June 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): P.4, Golden /
Mailing Address, C/S/Z: Ll ��Ij'1�l� pr VC As
Cell Phone: Land Line:
Email:
• Primary Owner(s):
Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional/contractors on the back of this form)
Contractor Name(s): �v�2 5 � o�
Contractor Trade: l�"1��w�
�r pay
Mailing Address, C/S/Z: �f�����a.�e� i✓`� tat7�
Cell Phone: Sly 3qR ^F3( ( Land Line:
Email
**Workers' Comp documentation must be submitted with this application**
• Architect(sVEngineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email
Contact Person for any questions regarding this project:
Cell Phone: Land Line:
Email
Accessory Structure Application Revised March 2022
i - 5
& S
V
i E
I
I
P z
j
&We-n ( P"& ,
i
Standard
20'W x 20'L x 8' H
FILE copy
F
Copy ®�® I�S CARPORTS & GARAGES
0 rn
WtOTMOUN►AIN,NORTH GYOLINA Q
C:
TOWN OF QUEENSSURY
BUILDING DEPARYi\AENT liance
Based on our limited examination,comp STRUCTURAL DESIGN
e c0Ps
with our comments shall 110�clfjca Ions aean
indicating the plans and sp�. Codes
full comp
liance with the Building P °f HIGH SNOW PACKAGE
New York State. ENCLOSED BUILDING
MAXIMUM 30'-0" WIDE X 16'-0" EAVE HEIGHT- BOX EAVE
FRAME
26 June 2020
Revision 3
M&A Project No. 19052S/19220S/20175S
Prepared for:
NC Carports and Garages,LLC
309 S. Depot Street
n C N Pilot Mountain, NC 27041
0 RL 0- Prepared by:
3 7 V Y LU
fD 0 'l
v �+ 'Th � � Moore and Associates Engineering �
ON 'o W and Consulting,Inc.
is! O 1009 East Avenue
a 06 North Augusta, SC 29841
;1 i® z 401 S. Main St., Suite 200 V
0 Z ® c? hi Mount Airy,NC 27030
NCz
N
o
o
o
-, N ;
MOORE AND ASSOCIATES c
ENGINEERING AND CONSULTING �+
b till
Y riot; If r;�,
S. 1Lfp•.'P •• SFy h �,
n
m AND
L-U y P / n A CIAT[5,INC.No.2� 2 ro nto.32J5.1 r,�\ /�.:m sso _ S
N0.4030809243
�icci35`�t�:\4
0969 �' � ttl+ :-
OF ONyi .,;S/ONALEN�,,•� 1���rCo __
ESSf_ , /?D»irlrnurtur >�\.. F'A-� 'r;'Is}'.,1'
Professional Certification
da ' •,:.` '�✓o+,� �; 00 '�:� P 'S. •M= �: I hereby certify that these
documents were prepared c r
WAYNEl
= 3 m- * - approved b me, and that I m
�MOORE � .. PE11600621 _ _* � = PP Y
o n - `/2� ?0 = y 'Ong i'" a duly licensed professiona
• ,p, • E=619t;f3
�c :'•;Q� � � k,
0 'fl STATE_OF '' �, engineer under the laws of
4' . 9 w.: .A:'• 1p`�
=�.;� � '.•N DrAN?:X o - the State of Maryland,
°°e poc NAL o►®. �.,SSIONALEN �� 's
Q S% E License No. 49744
O,NA-L`
-till( ill%% iil6i��� =�
````� t � „ Expiration Date 6.b 22
OF5iFr3s)V i�O q` WAYNE S:
PR�FE58'evAL
ORS
' MO
N0. 21412 0 STRUCTURAL
?G nt VVAYfdE SH<RI(71P! MOOR "
ENGINEER -09.. p�G aka �Q = o.: stl;ticiut3r:L
/STE �t,.
_.
PE082820 �` F ��' O t
AL`����� R_ \. `SSIOtVA�� cf :,It-Er'lst--
( Ifi� - - tj _ .•.r�+ .......
Ep
WX NE = WAYNE ? v 2
S. 9 _ WAYNE S. *. SHERIDAN * AYNE S.
r MOORE r * MOORS — r MOORS,JR. ¢ =
p- No. 15496 -' gip' NO 1 mI ENGINEER w _' MOORS
p, fo ��u.` 5321 f.2� `: No. =_ ' —� E-�t5930:&
S, vGG- `� �`. •�/7fi/?O ( .` 6201065442; �4 h1O:T H nU- t om
/// •.S/01VA1�ti� ��\� i �''•.�GE'NrGQ: \ A''r........:..:.:'' '' %T'c E0ijTH'GnR�_Ifd�1
!/%/tlI111.111J1111v\� RfiESSlnw
/mob/Zo ��,�f QN AL��;�
P •. - p 1 hereby certify that this pie 1, specification, or report was
�. .. .... ••'' prepared by me or under rp 1 d;ract supervision and that J
•
ENSED am a duly Licensed Nrofessi nal Engiro£er under the taws of
c PROFESSIONAL the state of fvtinr.:eso'
ENGINEER _ Signature:
54715 ;'.�Q, Typed or inted:Nat te:_WL-;. kcFr q Ni ttf
�j,':`/fib%2o'.•� U .Date:
2b o' Licen •e�:urrlt�
MOORS AND ASSOCIATES DRAWN BYe .JG INC309 S DEPOT STREET,
ENGINEERING AND CONSULTING, INC. CHECKED BY, PIN PILOT MOUNTAIN,NC 27041
3Q'-0 V I6'-D"HSP ENCLOSEDa STRUCTUR
THUS ItaCUENT LS TM FIWEM OF M33M Alm 6-26-20 SCAM VSN ASSOC A=Emammo IIIG Ate ARC ECT NMrEi L E� NTS ,1� MI192205/
T=n mw S P�IrtT �'Nm ANY RQ an204M xim UM MIF
92XCT i°�'�� CLIMB.NC CARP13RTS SHT. t inwr. na SK-3 , 3
DRAWING INDEX
SHEET 1 PE SEAL COVER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS
SHEET 4 TYPICAL SIDE AND END ELEVATIONS
SHEET 5A TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOX EAVE RAFTER)
SHEET 5B TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOX EAVE RAFTER)
SHEET 5C TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOX EAVE RAFTER)
SHEET 5D TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOX EAVE RAFTER)
SHEET 6A COLUMN C❑NNECTI❑N DETAILS (BOX EAVE RAFTER)
SHEET 6B COLUMN C❑NNECTI❑N DETAILS (BOX EAVE RAFTER)
SHEET 6C COLUMN C❑NNECTI❑N DETAILS (BOX EAVE RAFTER)
SHEET 6D COLUMN C❑NNECTI❑N DETAILS (BOX EAVE RAFTER)
SHEET 7A TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOW RAFTER)
SHEET 7B TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOW RAFTER)
SHEET 7C TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOW RAFTER)
SHEET 7D TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION (BOW RAFTER)
SHEET 8A COLUMN CONNECTION DETAILS (BOW RAFTER)
SHEET 8B COLUMN C❑NNECTI❑N DETAILS (BOW RAFTER)
SHEET 8C COLUMN CONNECTION DETAILS (BOW RAFTER)
SHEET 8D COLUMN C❑NNECTI❑N DETAILS (BOW RAFTER)
SHEET 9A BASE RAIL ANCHORAGE ❑PTI❑NS
SHEET 9B BASE RAIL ANCHORAGE ❑PTI❑NS
SHEET 10 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE RAFTER)
SHEET 11 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW RAFTER)
SHEET 12 C❑NNECTI❑N DETAILS
SHEET 13 C❑NNECTI❑N DETAILS
SHEET 14A LEAN—TO ❑PTI❑NS (BOX EAVE RAFTER)
SHEET 14B LEAN—TO OPTIONS (BOX EAVE RAFTER)
SHEET 14C LEAN—TO OPTIONS (BOX EAVE RAFTER)
SHEET 15A LEAN—TO ❑PTI❑NS (BOW RAFTER)
SHEET 15B LEAN—TO ❑PTI❑NS (BOW RAFTER)
SHEET 16 VERTICAL RO❑F/SIDING ❑PTI❑N END AND SIDE
ELEVATION AND SECTION (BOX EAVE RAFTER)
SHEET 17 ❑PTI❑NAL HEADER
N
MOORE AND ASSOCIATES DRAWN BY, JS 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CHECK:-_W, PDN 3n'_n'�1�'-n".HSP ENCLOSED STRI C ME
190
TWS DOXIEFT tS IM-PRWERTY OF MZW NM A=MATES EHGD03MG.NID PROJECT NM VSH 6-E6-20 SCALE,--KZ AJOB mm S
CMLTRa 7W ll WHMMED REYMUC EX,COMM,62 nERME USE OF',
lK SUI.ECT M LEGAL ACTIDLACTIDLY PI��ITED AI®'IWY'IIFRINfit7EitT 7F Q1!NY CLIENT, HC CARPORTS • 2 nvn. m SK-3 Ll. 3
INSTALLATION NOTES AND SPECIFICATIONS
I DESIGN IS FOR MAXIMUM 30'-0' WIDE x 16'-0' EAVE HEIGHT ENCLOSED STRUCTURES
2 DESIGN WAS DONE IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE (IBC), 2012 IBC. 2015 IBC AND 2018 IBC.
3 DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 11.5 PSF
B) LIVE LOAD = 20 PSF
C) GROUND SNOW LOAD = 40 PSF AT 4'-0' O.0 SPACING
= 70 PSF AT 4'-0' ❑C SPACING (DOUBLE TS RAFTER)
NOTE: UNBALANCED SNOW LOAD DUE TO DRIFTING HAS NOT BEEN EVALUATED,
4 3-SECOND GUST ULTIMATE WIND SPEED (VULT) 115 MPH (NOMINAL WIND SPEED 89 MPH)
5 MAXIMUM RAFTER/COLUMN AND END COLUMN SPACING = 40 FEET (UNLESS NOTED OTHERWISE)
6 ENDWALL COLUMNS (POSTS) AND SIDE WALL COLUMNS ARE EQUIVALENT IN SIZE AND SPACING (UNLESS NOTED OTHERWISE)
7 RISK CATEGORY I/II,
8 WIND EXPOSURE CATEGORY B/C.
9 SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4'x2 1/4-12 GAUGE TUBE STEEL (TS)
FRAMING MEMBERS (UNLESS NOTED OTHERWISE)
10. AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 9 INCHES
11, FASTENERS CONSIST OF N12-14x3/4' SELF-DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 16 FEET OR LESS, AND ROOF SLOPES OF 14' (3:12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY
12 ANCHORS SHALL BE INSTALLE➢ THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES AND ENDS
13 GROUND ANCHORS (SOIL NAILS) CONSIST OF #4 REBAR W/ WELDED NUT x 36' LONG AND MAY ONLY BE USED IN CONJUNCTION WITH
OTHER (OPTIONAL) ANCHOR DEVICES AND ONLY IN SUITABLE SOILS. OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST
BE USED IN UNSUITABLE SOILS AS NOTED COORDINATE WITH LOCAL CODES/ORDINANCES REGARDING MINIMUM LENGTH FOR FROST DEPTH
PROTECTION
14 WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE
SOIL SITE CLASS = D
RISK CATEGORY I/II
R= 325 iE= 10
SOS= 2039 g V= CSW
SOi= 1258 g
15 MAXIMUM THRESHOLD HEIGHT IS 1/2' FOR PERSONNEL DOORS UTILIZED AS MEANS OF EGRESS
i AND UARAUEb,'LLU
MOORE AND ASSOCIATES MAWN BYi.JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. mEcKED BY. PBH 30'.D" I6'-O . ENCLOSF..D S U F
Isoszsn�i
UIS TNT LS TEE PR0PE7LIY.IF MOM HID AS80CM=E7IGOEEMM 00 PROJECT MM.WSM DATEi 6-26-20 SCALE, NTS UB.NOj,EM75S
CONStlLTM THE UWYMMM31 REPRQ3JCIlX COPYDn 0R UniOtVLSE USE OF
TF}�l�ll10IT IS STRICTLY P7�TEV AMD'AW DfR�SQR DGYEIM MYBE S101JECT TO LEM ACtml CLB:NTa.NC CARPORTS . 3 lDwG m SK-3 r 3
BOX EAVE FRAME RAFTER STRUCTURE
ROLL-UP DOOR PERSONNEL DOOR WINDOW (AS APPLICABLE)
(AS APPLICABLE) (AS APPLICABLE)
baftl - _
FLASHING - (TP?.i t+_6•
;.vP-)
FLASHING
.95
LENGTH VARIES DEPENDING ON
30'-0' MAXIMUM RAFTER SPAN (V) I NUMBER AND SPACING OF RAFTERS
TYPICAL_ END ELEVATION TYPICAL SIDE _ELEVATION_.
SCALE: NITS SCALE: NTS
BOW FRAME RAFTER STRUCTURE
ROLL-UP DON- PERSONNEL DOOR WINDOW (AS APPLICABLE)'
(AS APPLICABLE) -I (AS APPLICABLE)
FLASHING -'` <T n'+).
-- a£.ilzd,
-I
30'-0' MAXIMUM RAFTER SPAY (V) I I^ NUMBER LENGTH VARIES DEPENDING ON
AND SPACING OF RAFTERS
TYPICAL END .ELEVATION TYPICAL SIDE ELEVATION
SCALE: NTS SCALE NTS
MOORE AND ASSOCIATES D�+� HYI JS I 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CHECKED 8Y, anH .0°y16'-0"14SP ENCLOSED STRUCTURE
�9oszsnos�
C LTDIETHE T►E PRMWY,IRMED R, Q[== A :COP aM OR nlMV DiG I PRO.ECr NOb VSM TEI 6-26-M SCALE, NTS ,AB NO, 2M75S
t�1SU.TD�r THE IltilluflQtSED RD77,:C�Ym1G.�nnaRvlsE usr=�
THIS DO MMIM 19 STMMY PRATED AND ANY WIMMOM lfEREUP@I MAY
N StMUECT M LEGAL ACT=. CLMWt.NC_CAMTS W. 4 lj)wG. No SK-3 - j 3
RAFTER/COLUMN DETAILS FOR SNOW LOADS 40<TO < 70 PSF
29 GA GALVANIZED METAL ROOF 29 GA GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO AND VALL PANELS FASTENED TO
TS DOUBLE ROOF RAFTER RAFTERS AND POSTS TS ROOF RAFTER- RAFTERS AND POSTS
11
_
=TS COLLAR TIE ` Tl
I IS'-0' = 1 - 6'-0'FOR 22'=0' SLOG SPAN" _
•� 4'-0'FOR 20'-0' BLDG SPAN u
C =
Z
1
� � v
u
•—TS DOUBLE COLUMN (TYP.) �TS DOUBLE COLUMN (TYP) z
x
l2 BASE RAIL BASE RAIL-
(
TYP)
- -•
I - (TYP)
22-0- < V J.30-0- MAXIMUM RAFTER SPAN + V 22'-O'_MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION TYP_I111-C���AL_RAFTER/COLUMN. FRAME SECC---111TION
SCALE: NTS 'SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING
LENGTH I
I
I
( LENGTH VARIES DEPENDING ON I
l NUMBER AN O SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE. FRAMING SECTION
SCALE NTS
NU LAKFUKIS
MOORE AND ASSOCIATES DMWN BY, JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC, cNEacEB.en P»H 30.n 1 .n Fns J JR
><9052Sn92=/
TIBS DDCU m.1S THE PROPEIITY.OF MM E NOD ASSOCIATES E NMERD,AND PROJECT Hm VSM 6-29-20SCALESim
JOB-M 2M75S
MNUXTb4t'a IM tWUMM D FEUD=?J,C PO4,OR MIIfRV1lSE-ISE-OF
THIS D=Mff JS STRICTLY PRMUBM AIM ANY BF61DXENdi.TFEWA N MAY
INE$US=TO LErAL-ACTMIL . .CLIENT,.He CARPORTS. , 3A SWE N6 SK-3 vl 3
RAFTER/COLUMN DETAILS FOR SNOW LOADS 40 < TO < 70 PSF
29 GA GALVANIZED METAL ROOF— 29 GA GALVANIZED METAL RDOF��77
AND VALL PANELS FASTENED TO AND WALL PANELS FASTENED T0�
TS DOUBLE ROOF RAFTER
RAFTERS AND POSTS _,1. TS ROOF.4aFTCP. RAFTERS AND POSTS
aBJ '. � 9
Id n
12
! q
\ TS COLLAR TIE
- - a.-0 FOR 22'-0' BLDG SPAN
Vf 0- FOR 20--0- BLDG SPAN
x x
O J .
_TS COLUMN(TYP) ¢ - TS COLUMN (TYP)
j F x
(2. BASE RAIL— .IZ._ BASE RAIL
(TYP) _ _ (TYP)
�J 22-0- C W i 30-0- MAXIMUM RAFTER SPAN `I V S 22'-0- MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL_ RAFTER/COLUMN FRAME SECTION
- -
SCALE NTS - - SCALE:NTS - -- --
SEE NOTES
(SHEET 3)
FOR MAXIMUM
L.SPACING
It LENGTH VARIES DEPENDING ON
I NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION_
SCALE NTS
MOORS AND ASSOCIATES BRAWN BY, JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CHECKED BYI PIN 30.o_ _o SP F s t IRE
Tm Davm it is IM PRWEHE T,OFNIDDD:•NO'ASS1rATES M nm PROJECT NM MSN DA 6-26-20 .J4H. - i90 i�s22osi'
CMamTm T UMAUnIOROM,REMWMt1 Zk,!.COPYDr%DR UrMOUM 1AE OF THIS DOCI"m TS 370my Pr14m=AND ANY DSTMXM IT 7H RDIM MAY
LCM Sml ECT m LErAL ACT= ICLZENT.NC CARPORT'S. 52 DVG ND SK-3 3
.RAFTER/COLUMN DETAILS FOR SNOW LOADS..(40 PSF
29 GA GALVANIZED METAL ROOF= 29 GA GALVANIZED METAL ROB
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
TS ROOF RAFTER RAFTERS AND POSTS TS ROOF RAFT RAFTERS AN➢ POSTS
I)22
12 �� TS T>C7LL0,fir COLLAR TIE f,3..
= -,3 :, \ j
6'-U' FOR 22•-0' BLDG SPAN
! I5-0' 4'-0'FOR 20-0' BLDG SPAN u "
s
x �
0
0 0 ca
- TS DOUBLE COLUMN (TYP) c —TS DOUBLE COLUMN(TYP) E
s
2 2 BASE RAID -
s (?. BASE RAID !2: ; (TYP.)
22-0' < W S 30-0'MAXIMUM-RAFTER SPAN II W S 22-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION... TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS SCALE: NTS
SEE NOTES
(SHEET 37
FOR MAXIMUM
SPACING
I
LENGTH VARIES DEPENDING ON
1 NUMBER AND SPACING OF RAFTERS I_
TYPICAL RAFTER/COLUMN SIDE FRAMIN__G---fff SECTION
SCALE NTS
MOORE AND ASSOCIATES DRAWN ByI JG 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. clgaom By. PDH PILOT MOUNTAIN,NC 27041
30.0••x1��-0 HS STRUCTURE
T►as.noaMM iS:T8E PRJMtTY.W 1�E:pm ASUCTAM am�G Alm PROJECT-MC>ltI VSM 6-26-20 SCALD NTS N01 2 7el
CadmTm 7m tfiiVM I=W=UC M"CLrY M'GR MHERVIM USE W
TM aaaUNEW a 9TR IMY.PRMmKm AND'ANY n»UINWO r THEMW MY
K SULECT=LFSiAL ACTML. c1�Nr( NC.CARPORTSlpff, 6C DWG. NOt.$K-3 3
RAFTER/COLUMN DETAILS FOR SNOW LOADS.:S 40 PSF
29 GA GALVANIZED METAL ROOF- 29 GA GALVANIZED METAL RODE
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
TS ROOF RAFTER
RAFTERS AND POSTS TS ROOF RAFTER
OSTS Ill, RAFTERS AND POSTS
00., �
11='. 4D,.
IC' _ ]J �lC
oD l2- - - - - 12
l _ 9 - 3
1S COLLAR TIE
f
TS COLLAR TIE
"i=4'�FOR 22-0' BLOG SPAN' x
u 4'-0' FOR 20'-0' BLDG SPAN u�
x x
S z
J
u O'
U U
TS COLUMN (TYP) t TS COLUMN (TYP) i
)� . BASE P.!ill ;I i2 -, BASE:RR'iL=� �t
Y „ (TYP,
(TYP)
t
22-0' < V S 30-0' MAXIMUM RAFTER SPAN V 5.22-0' MAXIMUM RAFTER SPAN _I
TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE; NTS SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
_SPACING
f
3�
C I
I I
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS JI
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES DRAWN-PYi_JG. 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. . CHECKED BY, Pm. 301-01�y161-11°HSP ENCLOSED STRUCTURE
I=DOCIKNT M THE PROPERTY W MRE MID AMMATO i RM PROJECT N(3b VSM 6' SCALE,'NTS JOB Na /19P20S/
C=LT=THE U M nWMM REPRMMCT K COPYDH�i,OR OnINHLSE USE Or
iM=ll1WNT It STAZCTLY PRf MMM NO ANY OFADMEHR IMIRAW MY
1E SIA. =10 L.E ML ACT= CLIOM NC CARPORTS jaff,5D DWG. N6 SK-3 .# 3
COLUMN CONNECTION,DETAILS FOR SNOW LOADS 40<TO < 70 PSF.
TS DOUBLE RAFTE?
UTH C
SECURE WITH (4). SE
_- q12C-14RE VIx3/4 4)• SDACH z3/ (EACH END) F'S
(E SDF'S \�
(EACH END) "'• -:-_ � '
_ ,'-_ -, TS ROOF RAFTER
CONNECTOR\ 3/I6 �� 3
SLEEVE TO _
r� \ CONNECTORS/l0��\ 3I - J/
RAFTER J 3/'6J' "�- SLEEVE TO ' t,
RAFTER
a
I fJ Ia, /; /
o ! 6•- J
/ �.� MINIMUM 6' LONG,.
MINIMUM 6'LONG f - _ �5• - -
MLNIMUM 14 GA, //% j/ MINIMUM 14 GA,
CONNECTOR SLEEVE ��!. J w J CONNECTOR SLEEVE Il
SECURE WITH (4) Jj� / SECURE WITH <4)
412-14x3/4' SDF'S q12-14x3/4' SDF'S
<TYP)
GA U-CHANNEL BRACE SIB GA U-CHANNEL BRACE
\ FASTENED TO THE COLUMN " FASTENED TO THE COLUMN
AND RAFTER ' AND RAFTER
3-12 1,'.3-12
TS DOUBLE COLUMN
1 TS DOUBLE COLUMN
4-1
BOX EAVE RAFTER/CORNER POST BOX EAVE RAFTER/CORNER POST
-CONNECTION DETAIL
FOR, CONNECTION DETAIL
. ' HEIGHTS 1-1'=0' <. 'TO S 16'-0' FOR HEIGHTS-11'-0' < TO . 16'-0'
1 SCALE, NTS SCALE: NTS - - --
IB GA U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER,
VITH (4) "12-14x3/4' SDF'S AT EACH
END(B PER BRACE)
BRACE SECTION
SCALE: NTS
'
LLC
MOORE AND ASSOCIATES BRAWN BYI Jr 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. cwcKED.sy. PDN o'-0"xl6'-0"HSP ENCLOSFD-STRI J17TURF
NO
um.M,1MW M-TIE PIMTT.IF WM MM:ASSOQATBS MOMMO itK; PROJECT Im VSN ATEI 6-26=20 S"I ri NTS - JOS 19Mrm
0S2S%19220S/
CD4S1fJ m TIE INMITIO®RF T1Zti,CZPYII�i,.6t OIfEAVISEr USE w
M DDCilIE'N M Mf&*LY Mm IWY IlFR7?i[61 "TIISME l HAY
BE SLWW TO LEGAL AMIX CLIENTI.NC"CARPORTS SHT..6A limm m SK-3 Lrv. 2
COLUMN CONNECTION DETAILS FOR SNOW LOADS_40 < TO<_70 PSF
TS DOUBLE RATTER-- TS ROOF RAF:ER-
a
CONNECTOR+�3/16 1 !< - - %" - - CONNECTOR - E2
Ll-
3�_—. -- SLEEVE TO~3/16. ( -
SLEEVE TO
RAFTER ::;3lI6�/. - - RAFTER ,l]/16 3
3-12 SECURE WITH
`3-12 ,..% '}- - - ,'`/\ (4) N12-14.3/4'
` `\ f�- SDF'S (EACH END)
GA.U-CHANNEL BRACE
+�--IS GA U-CHANNEL BRACE _ �• �\/ f� - /r� FASTENED TO THE COLUMN
f FASTENED TO THE COLUMN �'// y%�/ AND RAFTER
AND RAFTER
)- J
r'
\ _'—MINIMUM 6' LONG,MINIMUM 14 GA
/.MINIMUM 6' LONG, MINIMUM 14 GA, CONNECTOR SLEEVE SECURE WITH
\._f CONNECTOR SLEEVE SECURE WITH (4) 412-140/4• SDF'S(TYP)
It( Y 3KTS
(4) 912-14x3/4' SDF'S (TYP)
COLUMN
:o
-TS 2x2-12 GA TS 2x2-12 GA
REINFORCING SECURE REINFORCING SECURE
WITH K12-14x3/4' SDF'S I. WITH N6* 0 CLJON BOTH
•I PIMA 6'OC ON BOTH Ll -
PIMA ES F OC ON BOTH
S[DES OF COLUMN SDES OF COLUMN
BOX EAVE RAFTER/CORNER POST BOX, EAVE.RAFTER/CORNER POST
CONNECTION DETAIL CONNECTION DETAIL
FOR .HEIGHTS 10'-0' -< TO__S 11'-0'-- FOR HEIGHTS 10'-0' < TO ,< 11'-0'.
1 SCALE NTS SCALE NTa
1B GA U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER,
WITH(4) M12-14x3/4• SDF'S AT EACH
2 I", END (B PER BRACE)
BRACE- SECTION
SCALE: NTS
MOORE AND ASSOCIATES MAVN BYo A 309 S.DEPOT STREET
[LOT MOTAK NC 27041
ENGINEERING AND CONSULTING, INC. omcEn BY+ PmN. a- 161-0"HSP EN
". CLO.S D STRUCTURE
IRE
1905MI9z2OS/
CCN II =.7 IS TFf PPitPFRIY.W.1�'Mm ASS�[11TES DMEWS nm&='=--m PRn 1ECT mm.wm .6-26-20 SCALE( NTS . J NQ)eM7SS
CaJS1�:TdIG�7lE-I�iMIiF •lE7�t1�1,CQYD�'6t.0ilERYLSE'I�SE��
nm,Ia m"m STRICiL'Y PROII7 m Mm Mil&iQimimuff.Tlm"MY
lK StA,=RI LEM ACT= C4lom m-CmpmTs. 68 DYG. Dd RK-3 � 3
COLUMN CONNECTION DETAILS FOR SNOW LOADS 40 <TO_<70 PSF
TS ROOF RAFTER
TS DOUBLE RAFTF?
12 _ -- CONNECTOR�,. 1� 12 -
CONNECTOR\ 3(16 i" 3 _ SLEEVE T❑ `y '` 3
SLEEVE TO Jil{� 1 - RAFTER % - %' -;•'�' --
RAFTER
SECL'-Ir-- WITH
3'I2' r!:��- (4) p12-14x3/4'
3-12 SDF'S (EACH END)
6• _ ff18 GA U-CHANNEL BRACE
fj FASTENED TO THE COLUMN
6% _ /�• 18 GA U-CHANNEL BRACE �l ,�� a:>� AND RAFTER
FASTENED TO THE COLUMN
AND RAFTER
\ �MINIMUM 6' LONG, MINIMUM I4 GA,
t CONNECTOR SLEEVE SECURE WITH _
f MINIMUM 6'LONG, MINIMUM l4 GA, { (4) 1112-14x3/4' SDF'S (TYP)
CJ CONNECTOR SLEEVE SECURE WITH
(4) 412-14x3/4' S➢F'S (TYP)
T COLUMN
TS COLUMN
BOX EAVE RAFTER/CORNER.POST BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL CONNECTION DETAIL
FOR HEIGHTS :j 10'70' FOR_HEIGHTS_.S_10'-0' _
sr:ALE, NITS SCALE NTS
71,
�-
N
(u'
LB GA U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER,
WITH(4) 912-14x3/4' SBF'S AT EACH
END (8 PER BRACE)
BRACE SECTION
SCALE NTS
1 1
MOORE AND ASSOCIATES .BRAWN-BY4 JS 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. CHECKED
MOUNTAIN,NC 27041
n By. PDH 30�-D"x16'-0"14SP ENCLOSED STRUCTURE
Tm ID11mm TS TIE.T�F M DF TT07�ATO ASmC ym d�[i No, PROJECT NM WSM DATE, 6 26-EO SCALE!,NTS- JOB"Ndt 19032SH9Z20S/
DC
COiSUTDIM-7W, WlMM0 RFAlmKmTmJ,,CO?YDn OR-0n0rvr=USE OF
THM Dt7T 1S"=F=TLY Pmmxm IYO''Aw women nomm.MAY.
1E SIA TAT To LQrIL.I{GTMI1 -1 cLma.-Nc cARPORTs. J 6c DWG. N6 SK-3 ,, 3
COLUMN CONNECTION DETAILS FOR SNOW LOADS: 40 PSF
SECURE WITH (4)
312-14x3/4' SDF'S SECURE WITH
!'�
TS ROOF RAFTER (EACH END) / - 412E14x3/4"
SO
SDF'S (EACH END)
CONNECTOR" 3/l6 •\ (2 TS ROOF RAFTER ?
RAFTER TOrf.1%!6 _ \. -.i - =�
_ 31 /,t,/ ,� CONNECTOR\'3716 A.•• \ SLEEVE TO \ - 12
RAFTER f 3LG, 3
MINIMUM 6' .LING: r' IB GA U-CHANNEL BRACE
MINIMUM 14 GA; ji / ,% Q- f
CONNECTOR SLEEVE / ,�� r ,�J FASTENED TO THE COLUMN
SECURE WITH (4) ;
912-14x3/4' SDF'S ✓F ;'/• ri AND RAFTER
(TYP) ffr as. l /
—lB GA U-CHANNEL BRACE MINIMUM 6' LONG, MINIMUM 14 GA
^\ / FASTENED TO THE COLUMN "yr CONNECTOR SLEEVE SECURE WITH
AND RAFTER \ l (4) 412-14x3/4' SDF'S (TYP)
1fjrj
I{ - TS DOUBLE COLUMN TS COLUMN
r
BOX EAVE RAFTER/CORNER POST BOX EAVE RAFTER/CORNER POST
--. CONNECTION DETAIL
CONNECTION DETAIL
FOR HEIGHTS �. 10'-0'
FOR HEIGHTS 12'-0' < TO 1 16'-0' 1C SCALE: NTS
SCALE: NTS
_ secuRE vttH �/ NOTE: 2'-0' KNEE BRACE MAY BE USED FOR BUILDING
(4) N12-14x3/4' I WIDTHS S 26'-0'
SDF'S (EACH END)
TS ROOF RAFTER
CONNECTOR 3i1� 12 _ _�-- IIIi(m•
SLEEVE
RAFTER r 3I - -_=f - '•
- - ���""•�." - r IS GA U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER,
WITH (4) 412-14x3/4' SDF'S AT EACH
rrf✓ _ 2 1/2' END (D PER BRACE)
_ BRACE SECTION
SCALE NTS
_ j•�r `I'd GA U-CHANNEL BRACE
'FASTENED TO THE COLUMN
`• %- �:r AND RAFTER
ff� `MINIMUM 6' LONG, MININUM 14 GA,
CONNECTOR SLEEVE SECURE WITH
•ii.,/'r�r ' (4) R12-14x3/4' SDF'S (TYP)
•ti f
`TS COLUMN
s�
1—iS 2x2-12 GA
REINFORCING SECURE
WITH H12-14x3/4' SDF'S
2 MAX 4' OC 'IN BOTH
SIDES OF COLUMN
BOX EAVE RAFTER/CORNER POST
�- CONNECTION DETAIL
1B FOR HEIGHTS 10'-0' < TO S 12'-0'
SCALE: NTS
NOTE: 2-0' KNEE BRACE MAY BE USED FOR BUILDING
WIDTHS C 26-0-
MOORE AND ASSOCIATES BRAWN BY) .IG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. mEcKED BY, PIN 301-01'x16'-0"HSP ENCLOSED STRUCTURE.
0SULM
$DOCISWU IS TIE-P99MNTY OF N=NM ASS CMM OIGOEEMM Alm PRfl,lECT-MGRI VSM .b-2b-2D SC/ILE) --S _ .NIB Ill 19032S/192i'OS/
MLTM TIlI^c UNM fHM=Rfffg 11Cn M,CDPY1M M UrMMWISE USE w
LEG ACTmIiY P ifED a�earr nsRnim�xr TIOEIi�w war CUENTI NC-CARP13R7s 6HT. sB BVG. m SK-3 x 3
RAFTER/COLUMN DETAILS FOR SNOW LOADS 40<TO < 70 PSF
29 GA GALVANIZED METAL ROOF 29 GA GALVANIZED METAL ROOF—
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
RAFTERS AND POSTS RAFTERS AND POSTS
TS DOUBLE BOV 3AFtE3 _ TS BOW RAFTER
ll_
I 13 12 r It
TS COLLAR 7[E �
TS COLLAR TIE y �J �! - } 'ti•
�6-0' FUR 22-0' BL➢G SPAN-
4-0' FOR 20-0' BLDG SPAN =
TS DOUBLE COLUMN (TYP) I; x TS DOUBLE COLUMN (TYP) t` c
s ` E
i.
n
BASE?AIC=.\ "_12 BTYP)�AIU— tf
(TYP) \
-rl. I _
22'-0'-C V S 30-0' MAXIMUM RAFTER SPAN V 9.22'-0' MAXIMUM RAFTER SPAN I
TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SENNCEEETION
SCALE; NITS SCALE: NITS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING
I,
j
I
a '
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS -NI
r-
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION .
SCALE NTS
AN A
MOORE AND ASSOCIATES mww BY, is 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. oEcKEn Bn PBH ;� „�PILO-I)
MoUNTAI S• T) TRU F
i9oszsn9�osi
nu m 1ma IS 7m PR mff Ir Mia Atm ALSOCll1TES mpo m1G A!m PRM= Mm WSM mm 6-P6-PQ WIMMEA to
EG173S
cmamtm im u tuTIMMI ltmuaimb mF1fm DR QIFfR m um OF
SIA TD LEGAL nLr�tT®Nm muiQF7l�1i TFE73E1�0r MY ��� HC CARPIItTS . 7A DVG. DD SK-3 imvj 3.
RAFTER/COLUMN DETAILS FOR SNOW LOADS 40<TO < 70 PSF
29 GA GALVANIZED METAL RODF 29 GA GALVANIZED METAL RGOF
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
RAFTERS AND POSTS RAFTERS AND POSTS
I TS DOUBLE 130V RAFT FJZ' ,-j,y,. TS BOW RAFTE3
12
I3
9C), - - - 3 Br - - _ 12 3
TS CO LLAR TIE 3
\`I}
a ITS COLLAR TIE l3 `\k 0 ;') 1ti 111 -
./f
- _ - - -- '• - 6-0"FOR 22-0' BLDG SPAN -
1?—� 4-0 FOR 20-0 BLDG SPAN
u
TS COLUMN(TYP) �
,j TS COLUMN (TYP)
c x
f' S
e
.i2 BASE RAIL•, _•, .l2 BASE RAIL
(TYP) •y`�; :I (TYP) -\. I.
22'-0' ( V K.30-0' MAXIMUM RAFTER SPAN J _ V K.22'-0' MAXIMUM RAFTER SPAN .I
TYPICAL RAFTER/COLUMN -FRAME SECTION TYPICAL -RAFTER_/COLUMN FRAME SECTI❑N
SCALE: NTS SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING
�
g
-yJ I -
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES BRAVN DY' JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. mEcKEn we PDH 30'_m"X s.a"HSP FNCI- SFDSTRTICTURE
I%us/l%mosi
T=DOdKW IS YK PiMPERW OF NMRE AND A=MATES MOM=00 MM=T KM WS:k DATEI:6-!26=20 t MM M7W
CONSU.m T}E IRNUTimium impimmucHm COPYING,In unmrs SS O--OF
71CS DOCu)F?R M rfMMY PFMH3 fEDWM ANY M09'TtE�PRi ANY
aE T To LE!1%&TILL I a.Em W-CAARPMTs 3
RAFTER/COLUMN DETAILS FOR SNOW LOADS <_40 PSF
29 GA GALVANIZED METAL T RDDF 29 GA GALVANIZED METAL RODE
RAF ERS AND POSTS
AND,VALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
TS BOW RAFTL=-" TS BOW RAFTER- RAFTERS AND POSTS
12
TS ZELL11R,TL '13 III {� - ! TS COLLAR TIE 13- \(
6'-0'FOR 22-0' BLOC SPAN
4'-D'FOR 20'-0' BLDG SPAN _
W
2 � W
Z
S 2
J E
J
� J
u o
TS DOUBLE COLUMN (TYP) u
a TS DOUBLE COLUMN (TYP)
2 �
i
BASE RAIL
, 1
(TYP) BASE RA1L'
I . (TYP)
�._ 22'-0- (W i 30-0'MAXIMUM RAFTER SPAN I V S 22-0'MAXIMUM RAFTER SPAN
TYPICAL_ RAFTER_/COLUMN FRAME SECTION. TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING-.-
.
LENGTH VARIES DEPENDING ON
I.• NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION_
SCALE NTS
NL LAKPOK I Z5 AND
MOORE AND ASSOCIATES n AVN IN, JIG 309 S,DEPOT STREET
PILOT MOUNTAIN.NC 27041
ENGINEERING AND CONSULTING, INC. CHECKED BY, PIN 30'_o°rl6'- "HSPENCLOSEDSTR!
19052Sn92=/
Tm ma9ENr m of PFffMIX W M33M MW T erm—NIRM.Nm PROJECT MM VSN DATU&-eS-Po SC&Q NTS IJOB Kv OM75S
COWLJa+G TM-UNWnUMM M MtCrMl4.C0PYn�'i.'.M GUOMM USE IF
Tres-WMMIT is aratCn w rr�ren nrm!wv n�o a n aN 11�Y
K Stn m m gar W& CLIENT,.NC=CARl+QtTS. ISHT. Tc m, m SK-3 LEV, 3
RAFTER/COLUMN DETAILS FOR SNOW LOADS <-40 PSF
29 GA.GALVANIZED METAL ROOF 29 GA GALVANIZED METAL ROOF-
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
RAFTERS AND POSTS RAFTERS AND POSTS
B TS BOW RAFTER ��
TS BOW RAFTER
an
13 10
IC'
!D 12
13 13%' �N L�,,+/ TS COLLAR TIE
TS COLLAR TIE 13: �u
FOR 22'-0' BLDG.SPAN, Ij
4'-0' FOR 20'-0' BLDG SPAN
W
2 =
� O
t. TS COLUMN (TYP) x TS-COLUMN (TYP)
E �
-
!8. BASE RAIL-,* BASE RAIL-., a
(TYP) (TYP)
30'-0' MA%.MUM RAFTER SPAN V S 22'-0' MAXIMUM RAFTER SPAN I
TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN _FRAME SECTION
SCALE- NTS SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING rI
i I
L"t
all
I� LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
F1
MOORE AND ASSOCIATES DRA1lN B i JG 309 S.DEPOT STREET
AIN,NC 27041
ENGINEERING AND CONSULTING, INC. C►ECKEn.Bn PDH o Q" p6LO HSP ENTLOSED STRUCTURE
7m DOCU/EMT IS'DE VRO RTY IF Mom ES.AND.A3=IA7 . ti AND PROJECT NM WSM 2 DATE, 6 260 SCALES-NTS � [L, h 1903ES/19220S/
C=LTM THE tHAUTfWMM RBWMUC M CO?Y1fXi;OR on*wm,iAE l]F
n=DEC MU 1S ST=TLY PRBKM=NO AW MMMM 11 EREIFDM MAY
nE SD)LCT TO LEGAL ACTDZL CLIENT, NC-CARPORTS . 7O awG SK-3 a 3
COLUMN CONNECTION DETAILS FOR SNOW LOADS 40<TO < 70 PSF
TS DOUBLE TS BOW RAFTER
BOW RAFTER
SECURE VITH (4)
SECURE WITH (4) -, 412-14x3/4' SDF'S
p12-14x3/4' SDF'S"' (EACH END)
'
' (EACH END) � ..
- _
MINIM
MIN U UM 8' LONG, MINIMUM 8' LONG.- ff
IMM 14 GA, ( !/� MINIMUM 14 GA.
SECURE WIT (B) ' .
CONNECTOR SLEEVE CONNECTOR SLEEVE
H SECURE WITH(8)
412-14x3/4' S➢F'S _l:/i n12-14x3/4' SOF'S If
I8 GA U-CHANNEL BRACE
\'C FASTENED TO THE COLUMN
J `=l8 GA U-CHANNEL BRACE AND RAFTER
FASTENED TO THE COLUMN I,
AND RAFTER
�3-12 2 .
3-12
3-12 i T;-DOUBLE COLUMN
TS DOUBLE COLUMN
BOW RAFTER/CORNER POST BOW RAFTER/CORNER POST
nCONNECTION DETAIL CONNECTION- DETAIL
FOR HEIGHTS 11'-0' < TO 16--0' , FOR HEIGHTS �111'-0' < �T❑j16'-0'� nlASCALE NTS _ SCALE NTS
r
L8 GA U-CHANNEL BRACE FASTENED TO THE COLUMN AND R00F RAFTER,
WITH(4) IL2-L4x3/4' SDF'S AT EACH
END (8 PER BRACE)
BRACE SECTION
SCALE NTS
1 LAKrum 1 zip ANUM=Eb.
MOORE AND ASSOCIATES BRAWN Bn JG 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. cwcKEn Bn PDIi a PILOT MOUNTAIN,NC 27041
.a Y 6-_ ,)HSP ENCLOSED STRUCTI JRE
i�sn�i
IIRS LOCIIl T - 1fE"PiIMM-Y NWTUN,D AYM(l S EH0rvC D1r AND PROJECT MGR( WSM, _ TEi_6=26=20 SCALEI.NTS ,IID !�
�CO7SILT}lRi 7FE•tliMlilQZl�:RER�;iIQir C�YDG,Ot`GiFF7illiSE 115E OF
=znmfR S 57RiCft.Y'.Ms4 ft AND AN1f WMNGDOW 11F3mpm my
X StMU F m MAL ACT= I CLEWi NC_CARPORTS ..SA liwa ND SK-3 a. 3
COLUMN CONNECTION DETAILS FOR SNOW LOADS 40 < TO < 70 PSF
TS DOUBLE
BOV RAFTER
I
TS BOW OhrTE?
31
SECURE WITH SECURE WITH
(4) q12-14 x3/4' ' 'r (4) 9I2-14x3/4'
SDF'S (EACH END) •';•� �� SDF•S (EACH END)
1.
•p ��IB GA U-CHANNEL BRACE j
IS GA U-CHANNEL
FASTENE➢ TD THE COLUMN FASTENED TO THE CBRACE
OLUMN
AND RAFTER AND RAFTER
I '—TS COLUMN
"—TS COLUMN
"\.
=TS 2x2-12 GA
REINFORCING SECURE `"--TS FOR12 GASECURE
4' WIT Xl2-14x3/4' S➢F'S RETNWITH N12-14x3/4' SDF•S
i B MAX 6'OC ON BOTH r
L. SIDES OF COLUMN 2 MAX 6' OC ON BOTH
i SIDES OF COLUMN
BOW RAFTER/CORNER POST BOW RAFTER/CORNER POST
CONNECTION DETAIL CONNECTION DETAIL
1 FOR HEIGHTS 10'-0' < TO S ll'-0' 'n FOR HEIGHTS: 10'-0_ < _TO .S 11'-0'
SCALE: NTS In f SCALE NTS
Il l
1� Il
l8 GA U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER
WITH (4) "12-14x3/4' SDF'S AT EACH
2 1/2' END (8 PER BRACE)
BRACE SECTION
SCALE- NTS
NU LAKFUKIS AND '
LLC
MOORE AND ASSOCIATES =A%M IFrI JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CHECKED Bn PDH 30'_0"xl6'_0"14SPFNCI_OSFD.TRU IRE
T=DOCt NT IS THE PROPERTY OF em1E AM,AUUMATES EMMMU w Na PROJECT.MM VSM 1 6-26-20 J09 N 2 7SS
-7'M 7W IfWMMMM r�Ku 6t QnERMSE uSE O
IDE S1A TO tt LEGAL STRI Y PPPMUN- D MI5 AN ngROISDI r THEREUPON MY, Cd�llTl NC-CARP�2TS 88 DWG.' M SK-3 J 3
COLUMN-CONNECTION DETAILS FOR SNOW LOADS_40<TO <_70 PSF
TS DOUBLE TS BOW RAFTER
BOW RAFTER'"
3f 3
.�
/, f SECURE WITH
4. F J, _�•fr ! (4) 012-14x3/4•
SDF'S(EACH END)
SECURE V[TN1
(4) 012-14x3/4'
SOF'S (EACH END)
~ —18 GA U-CHANNEL BRACE
FASTENED TO THE COLUMN
MINIMUM 8'LONG. J. \—I8 GA U-CHANNEL BRACE MINIMUM 8' LONG, �/ AND RAFTER
�Cf SLEEVE
AND RAFTER FASTENED TO THE COLUMN MINIMUM l4 GA.
MINIMUM 14 CONNECTOR SLEEVE
CONNECTOR SLEEVE SECURE WITH (a)
SECURE WITH
<8)
N12-14x3/4' SDF'S 912-14x3/4' SDF'S
tS COLUMN .�Ti COLUMN
BOW RAFTER/CORNER POST BOW RAFTER/CORNER POST
CONNECTION DETAIL CONNECTION DETAIL
Il� 1 �-FIIR HEIGHTS 1. 10'-0'- lA FOR HEIGHTS
\ SCALE: NITS SCALE NTS
IB GA U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER,
WITH (a) '12-14x3/4• SDF'S AT EACH
END (8 PER BRACE)
BRAE SECTION
SCALE NTS
1 AND
MOORE AND ASSOCIATES DRAWN.-sr4.J(j 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. c1EaKED-sn PDH 3m-n��xlb�_o��HSPENCLOSEDSTRucTURE
TFOS DOL1ma IS THE pwm"OF ImiE Afm ASSOCIATES OI6TIrEE m AND PROJECT NM VSH DAM 6- -PO -SCALF1'FITS .= K M7=
clist.m THE{ENUIImm REpRmICTmK cOPT01G,OR Oi1ER m IISE w
SULMT TO LMAL ACTmL m no MIN IIfwIG]FM TFiERF71FO1 my C mw- NC CmmTS Ism 8c DWG. N01 SK-3 a 3
COLUMN CONNECTION DETAILS FOR SNOW LOADS ._: 40 PSF
TS BOW RAFTER TS BOW RAFTER
SECURE WITH (4)- 1
N12-14x3/4' SDF'S � � 1_
CEACH END) \ 3
9
I 3� --- ----- �1..
SECURE WITH
(4) a12-14x3/4'
�.�- _ ;:`/! �+ /,'�3•. �./;.'f r` SDF'S CEACH END)
/
MINIMUM 8'LONG, /` /'•
MINIMUM 14 GA,
f"f CONNECTOR SLEEVE C
f``{"✓ / SECURE WITH (B)
' • S
MINIMUM 8' LONG, N12-14x3/4 DF'S
l
MINIMUM 14 GA, �� II( 18 GA U-CHANNEL BRACE
CONNECTOR SLEEVE ��C% I ,u FASTENED TO THE COLUMN
/.. /
SECURE WITH<87 4,p; �� � AND RAFTER
N12-14x3/4' SDF'S
IB GA U-CHANNEL BRACE
`,�J�• FASTENED TO THE COLUMN I \ —TS COLUMN
AND
3-12 \\
`—.TS DOUBLE COLUMN
BOW RAFTER/CORNER POST BOW RAFTER/CORNER POST
CONNECTION DETAIL
.. CONNECTION DETAIL 1 F❑R HEIGHTS <_10'-0'
FOR HEIGHTS 12'-0' X TO 16'-0' 1C' SCALE: NTS
t\ 1 4' SCALE NTS NOTE 2'-0' KNEE BRACE MAY BE USED FOR BUILDING
\ TS BOW RAFTER - WIDT"HS C�25-0'
`? 1I l I
/ , iu
I�
SECURE WITH,
i + (4) N12-14a3/4• T' I8 GA U-CHANNEL BRACE FASTENED
SDF'S (EACH END)
��WITH 3/ SDF'S AT
THE:
COLUMN
p12M14xD4R ROOF RAFTER
2 l/2' 1 END (8 PER BRACE)
T
-f
! BRACE SECTION
SCALE: NTS
—lB GA U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RAFTER
,~—TS COLUMN
I 41
y —TS 2x2-12 GA
A c REINFORCING SECURE
U— WITH 912-14x 3/4' SDF'S
2 MAX 4' OC ON BOTH
SIDES OF COLUMN
BOW RAFTER/CORNER POST
CONNECTION DETAIL
1B FOR HEIGHTS 10'-0' BEUS?D
�FOR
SCALE: NTSNOTE 2'-0' KNEE BRAE MAY ILDING
WIDTHS S 25'-0'
MOORE AND ASSOCIATES =AWN HY1 JG 1 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CIECKED BY, PI>FI 0'-O"xle.O"HSP&NCI. .F.DSTRT rIR
coN >1IC111E4ii IS 11E I ERTY OF 1�NiD ASST7 13R- i Atm PROJECT KGTd VSM TEI 6-E6-20 SCALE) NTS J® N[;y 201735
CdiSTLT1l�i,71♦E-lRi4UT}�t�D IQ1.C�YlQiu iTt.QTFFRVAE USE ff'
Tws 31MoDim LEf ACTR�LiLY FRMCn=AM Nil DiRD R TH95m Ri INY
lK Cl ENT. NC CARPORTS SHT. 81) IIVG. Dot SK-3 1 3
BASE RAIL ANCHORAGE OPTIONS
INSTALL 1/2'x6 I/2' "ER
NSTALL 1/2'x6 1/2'
WWF OR FIBERGLASS EXPANSION ANCHOR THROUGH XPANSION ANCHOR THROUGH
FIBERS BASE RAIL WITHIN 6' OF EACH ASE RAIL WITHIN 6' OF EACH
COLUMN. (ALSO APPLICABLE TOOLUMN (ALSO APPLICABLE TO
END WALLS) ND WALLS) �}
w� !I
' GRADE i, GP'Ab I
LI
MINIMUM 3 l/4't I s f MINIMUM 3
EMBEDMENT
DMENTI I /' �• _III— I
——— — r— EMBEDMENT a
� I I II I I L�TYP_)—___OOT—
GMONOLITHIC CONCRETE FOOT
(3000 PSI MIN REINFORCED [_
1 —
(3000 PSI MIN) REINFORCED } III
WITH (2)-144's CONTINUOUS I,._D. I-. V4PG[� WITH (2)-N4's CONTINUOUS 1 d` VARIES
CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
3 BASE' RAIL ANCHORAGE (3A
RAIL ANCHORAGE
SALE: N,TS SCALE: NTS
��- MINIMUM AN EDGE DISTANCE IS 4' MINIMUM ANCHOR EDGE DISTANCE IS 4'
x COORDINATE WITH LOCAL BUIL➢ING x COORDINATE WITH LOCAL BUIL➢ING
CODE/ORD REGARDING MINIMUM FROST CODE/ORD REGARDING MINIMUM FROST
DEPTH (LENGTH) DEPTH (LENGTH).
GENERAL NOTES
NOTE: CONCRETE MONOLITHIC SLAB ➢ESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSF
CONCRETE,
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS
COVER OVER REINFORCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-318
3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE
EARTH OR WEATHER, AND 1 I/2' ELSEWHERE
REINF❑RCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED,
1. REINFORCEMENT IS BENT COLD
2 THE DIAMETER OF THE BEND, MEASURED-ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX-BAR ➢IAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOA➢ED SILTS AND CLAYS, USE
MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT
2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS. SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
4 FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM
50' EMBEDMENT
5 FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS. ALLUVIAL FILL, USE MINIMUM (2) 8' HELICES
WITH MINIMUM 50' EMBEDMENT
IV A AND C ,
MOORE AND ASSOCIATES DMVN BYi.Xi 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. cNEcKED BYi PJki 3mIDWC%
SP. .N .I G)SEDSTRUCTURE
19052S/I922as/
TM8 DDCJJI M IS 7K PRMVER Y Jf lE N(D ASX=TES ENG4EERM AND .PROJECT NM VSN � 6= SCALFj NTS .1® ADi 2M75S
C0h=LT=_THE UNAtJil�D RE�IJt T!@l,CJJPYDX,U'On*YNM=ff
TMS"DD aeff IS
STM3CILY PROD AND Al1Y'DilWKZH JT THD IM R%Y
-BE SU).WT TD LEGAI AM= CLIENTS NC CARPatTS 9A N0� SK-3 a 3
.BASE RAIL ANCHORAGE OPTIONS
DRILL 5/8' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
1/2' DIAMETER THROUGH BOLT
p 1 1/2' WASHERS _ 2 1/2'x2 1/2'x2 1/2'x1/4'
2' WASHERS ` =l/T DRILL 5/8' DIAMETER HOLE ANGLE
TOP OF ASPHALT ,` THROUGH THE BASE RAIL AND TOP OF ASPHALT
SECURE TO ANCHOR EYE WITH PAVEMENT
PAVEMENT OR ���j�."�j
GROUND SURFACE r
1/2' DIAMETER THROUGH BOLT '
,_�-i^I ;1— '1 =11 I. ' 11 .�11 1�I I 1=I i i=1 ' —=1"I_-1 ) =► 11 __r 11._ I 1=`i 1� � i= i . .
-� IIuIII_ii "-, ia_ IIi-II ►-��I-i�� -�Ii-li1 : , I �=_f, _—i�I=1 =i►:
TS CONTINUOUS-
BASE RAIL
TS CONTINUOUS
BASE RAIL
HELIX EYE ANCHOR
(SEE NOTES BELOW) }
GROUND ,BASE (�tl
HELIX ..ANCHORAGE
/ SCALE1 NTS
(CAN BE USED FOR ASPHALT)
* COORDINATE WITH LOCAL BUILDING
CODE/ORD REGARDING MINIMUM FROST
DEPTH (LENGTH)
ASPHALT .BASE. ANCHORAGE
�� / SCALE NTS
�/_ ■ COORDINATE WITH LOCAL BUILDING
CODE/ORD REGARDING MINIMUM FROST
DEPTH (LENGTH)
,LILL
MOORE AND ASSOCIATES DRAWN HY, JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. c►EaKED By, PDH 30'_n"s 6'-0°HSP FNCLQ5FQ-SjRUCT[JRF
i9032Sn9Ptt]S/
1mrk1
TM DWKNT tS THE PMFMITY OF 1M NM MM=Tn D WG NO PR1t"TNM_M M , 6-L%-M0 SCALE1 NTS :roe NQr em�ss
CmmLTm Tw uwwmm m wmom b cmwo .m urmv=use or
TM t MIT is Z=TLY t O==PM MY DEMOMoe TIE>AE M wrr
ACT Ta EErr1L ACT= CL Wj NC CARPORTS Ism 9H DwG. m SK-3 ,, 3
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
(SHEET 3) (SHEET 3)
_ FOR MAXIMUM FOR MAXIMUM
4 _SPACING ', _ SPACING
s.
OPENING FOR ROLL-UP OPENING FOR
DOOR WITH HEADER PERSONNEL ODOR
i_'°�":!sT 17) WITH HEADER
\ pit
TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER END
END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION
SCALE: NTS SCALE: NTS
SEE NOTES
(SHEET 3) TS ROOF RAFTER/
FOR MAXIMUM COLUMN ASSEMBLY
SPACING
pill
3/ Q
OPENING FOR ROLL-UP 000 _R WITH HEADER OPENING FOR WINDOW
(SEE SHEET 17) 111 WITH HEADER AND WINDOW
�. RAIL (ALSO APPLICABLE
la% ' TO END WALLS)
OPENING GO?-�' l "
PERSONNEL DOOR •,12
WITH HEADER
TYPICAL BOX EAVE RAFTER
SIDE WALL OPENINGS FRAMING SECTION.
SCALE- NTS
MOORE AND ASSOCIATES DRAWN BY[ JG 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. t raKE PILOT MOUNTAIN,NC 27041
an BYI PDN 30�_O" 16_0! STRTJCTURE
T -T
19os25n9�osi
TiBS" T tS TFE IMMMIF=IE MID ASS�t11TES ENGDR�M MID PROJECT MGRI WSW TEi 6=26=2D I'- S 2 75S
CMGLLTM TIC MIRI IMM D RE�CrMR,.CIp'TW Qt OnINVAE'USE W'
TUTS D tMff=STRICTLY-P11112M D MID AW D*TM*00fi TFERELIPM MAY
OBJECT TD.LEGAL ACIOL C:L Wi NC CARPORTS to DVG M SK-3 , 3
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
(SHEET 3) (SHEET 3)
FOR MAXIMUM FOR MAXIMUM
SPACING } SPACING_
GA
OPENING FOR ROLL-UP - - -OPENING FOR
.DOOR WITH HEADER.- PERSONNEL DOOR
(SEE SHEET L7) - WITH HEADER
TYPICAL BOW RAFTER TYPICAL BOW RAFTER END
END WALL.FRAMING SECTION_ WALL OPENINGS FRAMING SECTION.
SCALE NTS SCALE: NTS
SEE NOTES
(SHEET 37 TS ROOF RAFTER/
FOR MAXIMUM COLUMN ASSEMBLY
SPACING
J
l3',
r
. -
OPENING FOR ROLL-UP
-DOOR WITH HEADER -OEENI:G FOR WINDOW
(SEE SHEET 17) WITH HEADER AND WINDOW
,12:' RAIL (ALSO APPLICABLE
TO END WALLS)
L,3
.2 E3 `- 12
OPENING FORj
PERSONNEL DOOR
WITH HEADER
TYPICAL BOW RAFTER
SIDE WALL OPENING_S_ FRAMING SECTION
SCALE NTS
LL
MOORS AND ASSOCIATES MAWN BYL JG-- _ 309 S.DEPOT STREET L
ENGINEERING AND CONSULTING, INC. cTEaaD BY. PIN PILOT MOUNTAIN,NC 27041
3a_n�.(15�_ F S Q STRUCTURE
1903m/l9mosi
7=nXIM M IS YK PRlZi OM IF IRIIiE"Ate ASSIICTA7M EHOMM AM. PROJECT Hm VSK 6!-26-20 SCALEL NTS J® S
CMSMLTDiC>.TM tAiA FHMIM RET+I EUCT1%CI vfM'-M.QilE7 wm um-or
T14S mmmu IS STRICTLY /RNflED AND ART-DtFRDYeZ]w Rum-um MAY
>j SID I'FICT„TO LEGAL ACT= :a-MNTL NC CAWIMTS . 11 DWG m SK-3 lwv, 3
CONNECTION DETAILS
-TS ROOF RAFTER
�-IS DOUBLE COLUMN C COLUMN
MINIMUM 6' LONG,
F MINIMUM l4 GA, _
CONNECTOR SLEEVE MINIMUM 6' LONG.
CONNECTOR 3/16 + I' SECURE WITH (4) �+ 47.y F-UM 14 CA, II
SLEEVE TO\ �`; I 812-14x3/4' SOF'S CONNECTOR'�3/16 I'' CONNECTOR SLEEVE
BASE RAIL 3/16 SLEEVE TO SECURE WITH (4) ti
CTYP) / ,% BASE RAIL 3/16 412-14x3/4' SDF'S ._-2'x2'x2' l4 GA ANGLE
(TYP) CLIP SECURE TO COLUMN
AND RAFTER WITH
TS CONTINUOU_S TS CONTINUOUS I12-14x3/4' SDF'S 2 ON
BASE RAIL' - BASE RAIL TOP AND 2 ON SIDE
TS END COLUMN
' I=1Ii =ii,l iL`
:- POST/BASE RAIL POST/BASE RAIL END COLUMN/RAFTER
CONNECTION DETAIL ` C❑NNECTIEN DETAIL CONNECTION DETAIL
SCALE: NTS �� SCALE: NTS SCALE NTS
TS COLUMN
IS COLUMN(3RN ) J _ OR' END COLUMN
TS DOUBLE COLUMN I - M[NINUN 6'LONG, MINIMUM '-" 2' 2'x 14 GA ANGLE
(CORNER) ;, - l4 GA, CONECTOR SLEEVE f CLIP SECURE TO COLUMN
I CONNECTOR 3/16 SECURE WITH (4) / AND EITHER TOP OF
{ _MINIMUM 6' LONG, MINIMUM SLEEVE TO 912-14x3/4' SOF'S / HEADER,
CONNECTOR SLEEVE BASE RAIL OR BOTTOM OF
I4 GA, 3/16 VINDOW RAIL WITH
CONNECTOR �'� SECURE WITH (4) / - -� - 2'x2'xZ' 14 GA.CLIP ANGLE ' pl2-]4<3/A• SOF'S
SLEEVE TO .f - 312-14x3/4' SDF•S SECURE 70 RAFTER COLUMN
BASE RAIL•, 3/I6 AND BASE RAIL WITH (4)
bA
' 2'x2' 14 GA CLIP ANGLE 912-14x3/4• SOF'S t
URE TO RAFTER COLUMN
•� BASE RAIL WITH(4) _._-TS HEADER OR
-14 z3/4' SOF'S - _ WINDOW RAIL
— rs EDNT,N�.US BASE RAIL COLUMN TO WINDOW
END COLUMN/BASE RAIL RAIL/WALL GIRT _
END COLUMN/BASETS DDUS BASE RAIL RAIL JA C❑NNECTION .DETAIL (// CONNECTION -DETAIL
S=ALtI NTS \ SCALE NTS "
CONNECTION -DETAIL \
\ SCALE: NT$ -TS TRUSSED RAFTER CHORD, _
OR NON-STRUCTURAL HEADER •
IS
COLUMN I j
OR END COLUMN - �� IS COLUMN - •f
'<2'x2' 14 GA ANGLE -- 1
CLIP SECURE TO COLUMN ; MINIMUM 6'ECG,_ f
AND EITHER TOP OF �1 MINIMUM 14 GA,- - -
HEADER, OR BOTTOM OF WINDOW RAIL WITH 2'x2'x2'.14 GA ANGLE CONECTOR SLEEVE
CLIP SECURE TO COLUMN SECURE WITH (4)
ql_-f4 x774: SDF'S IS END COLUMN LEACH SIDE) AND RAFTER 412-14x3/4' S➢F'S ,b OR DOOR VINDOV CHORD/RAIL WITH
FRAME POST 4)2-14x3/4' SDF•S 2 ON
_ BOTTOM AND 2 ON SIDE
NOTE AT ROLL-UP DOOR
i OPENINGS,COLUMN SHOULD J
\-IS HEADER OR TS HEADER; BASE BE FLUSH WITH RAIL END
V[NDOV RAIL RAIL. OR VINDOV CLIP COLUMN TO RAIL -TS CONTINUOUS BASE RAIL
T" RAIL ONLY ON SIDE OPPOSITE
= TVE OPENING COLUMN/BASE RAIL
COLUMN OR WINDOW / CONNECTION DETAIL
.--,, RAIL TO POST ( 8.' SCALE NITS
6A�60NNECTION DETAIL COLUMN TO HEADER, BASE `,�
,r—. RAIL, OR WINDOW RAIL
7 )..CONNECTION, DETAIL
IS COL unN- I �f' SCALE N.j
MINIMUM 6'L-uf:G,�'
MINIMUM 14 GA
CONECTOR SLEEVE r�
SECURE WITH (4)
N12-I4x3/4' SOF'S
I
TS CONTINUOUS BASE RAIL
COLUMN/BASE RAIL
CONNECTION DETAIL
SCALE: NTS
1 HIV
MOORE AND ASSOCIATES DRAIN Bri JG 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. PILOT MOUNTAIN,NC 27041
, CHECKED We PIN ENCLOSMSTRUCTURE
><9osasns22osi
ccN DOpRE itE TFE PflGPFltfY BF 1r�IMF ASS rot ntrdm u o PROJECT NM VSN 6-26-20 Iiiwr&
S JOB NM 2M75S
CRtSu:TmG TIE IJfi111TTFT��UCT�7,f�T'>aiG.OR Of1tRViSE IISE OF
T=DGM U M STMLY.PTt0iD1 M MOD AMT WMMMU TTElW"MAY'
TIE .m.L�AL a D7�C . CLD�TTI NC CopmTs . 12 _N6 SK-3 jmv, 3
CONNECTION DETAILS
TYP —TS LACED IS COLUMN
f� 3/16 HEADER
CONNECTOR\ 3/16 _I_�M.lNMUM 6' LONG,
N[ jNMUM 14 GA,
SLEEVE TO q
TS SLEEVE •'_ TS ROOF RAFTER
CHORD
'I I HEADER 3/16 i -
—TS SECURE WITH
(4) _
V-8'OC (TYP) 412-14x3/4 S➢F'S
f
3/16
TS CHORD
MINIMUM 6' LONG, _ - -1. 3/l6 -
M1N[MUM 14 GA, _ - 3/l6 \ fJ CONNECTOR
CONNECTOR SLEEVE -p - SLEEVE TO _
SECURE WITH (4) _ 3/16{ f \HEADER �fflNN� TION
RAFTER TO CHORD
1112-14x3/4' SDF'S t 3/16 -
rr COLUMN HEADER D 3/16 / ,,T"P 11 DETAIL
COLUMN/TRIPLE HEADER
TRIPLE. HEADER/COLUMN CONNECTION, :DETAIL
CONNECTION DETAIL._ ZQ. SCALE: NTS
SCALE: NTS
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
1
TS ROOF RAFTER
f
_ - TS END COLUMN -
TS COLLAR TIE- /f OR DOOR VINDOV --v(�IMUM 6' LONG,
FRAME POST _ MINIMUM 14 GA, TS
SLEEVE SECURE WITH
(4) 912-14x3/4' SDF'S
IS HEA➢ER OR-
COLLAR TIE BASE RAIL j
�Z CONNECTIDN DETAIL
SCALE: NTS
COLUMN TO HEADER
OR BASE RAIL
CONNECTION DETAIL
NL LAKFUR 1 h AND
MOORE AND ASSOCIATES DRAW BY, J 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CHECKED BY1 PIN 30'-D".Y]6'-O"HSPFNCI-f).gFDSTRUCTUBE
19052S/192208..
THIS M MOTi IS THE PRIZWff OF MOMS AND'ASSOMATM'DIMMMM AND PROJECT-MC>ih-VSM TEe 6-26-M _ .1[�.N01 Pp175S
CMMLTM THE UAUmmmD REMlQDtcMN.'COrYDn OR•omalVISE USE ff
T S DOMV,M TS STRICTLY MIO{OTi M AND ANY W fi'TH00 M MAY
slu�EaT To LarAL-ACT30l1 CLDM NC CARPORTS SHT. 13 DVG Nib SK-3 JEW 3
BOX EAVE RAFTER LEAN-TO OPTIONS
14,
ROOF EXTENSION -
OPTION 4_A_I\ ?.UCiilo_ LEM1':=(i1,UPiii;': _
3
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS. FRAMING SECTION (BOT_ H_ OPTIONS SHOWN)
SCALE: NTS
MAXIMUM WIDTH OF ROOF EXTENSION AND LEAN-TO OPTION IS 20'-0'
TS ROOF RAFTER -
12-LONG TS 14 CO.
NIPPLE, SECURE RAFTER. _
TO NIPPLE WITH(8) � _
012-14x3/4' SDF'S
TS ROOF RAFTER 3-12_ ~!�
12' LONG TS 14 Ge 3-12
NIPPLE SECURE RAF En. ,
TO NIPPLE VITH (B)
X12-14x3/4' SDF'S
TS EXTENSION - -_ -'•— - - _ - -- - {'_ - —MINIMUM 6' LONG
RAFTER -.•. L- MINIMUM 14 GA,
_ IS NIPPLE SECURE
1 > '
POST� TO NIPPLE
(4I !' _ TS EX WITH G11 012-14x3/4'
RAFTER S➢F'S (TYP)
>rT
)t �MINl.MUN'6' LONGS 2'x2'x2' 19 GA ANGLE - TS DOUBLE
MINIMUM 14 GA, CLIP SECURE TO COLUMN I COLUMN
TS NIPPLE SECURE AND RAFTER VITH
! POST'TO NIPPLE (4) q12-14x3/4' SDF'S
WITH (4) 412-14x3/4' 3�12:
1 SOF'S (TYP) �.�3-12
CTS OLUMNBLE 3-12 ROOF EXTENSION RAFTER/CORNER
FRL
DETAIL FOR WIDTHSROOF EXTENSION RAFTER/CORNER 14A < TO S 15'-0'POST DETAIL FOR WIDTHS S 9'-0' TS
�� SCALE: NTS
TS ROOF RAFTER-1
12'LONG TS 14 GA NIPPLE
SECURE RAFTER TO NIPPLE
WITH (12)FOR SNOW LOAD
-40PSF C TO S 70 PSF AND --1
(8) FOR SNOW LOAD < 40PSF3-2 r
n12-14x3/4' SDF'S
3-12
%
6.' LONG.
MINIMUM 14 GA,
TS NIPPLE SECURE
POST TO NIPPLE
_6' I VITH COLUMN(4) H12-14x3/4'
SDF'S (TYP)
IS EXTENSION '
RAFTER -I T.;' DOUBLE
2'x2'x2' 19 GA ANGLE
CLIP SECURE TO COLUMN 3-12
AND RAFTER VITH -- l�
(4) X12-14x3/4' SDF'S
ROOF EXTENSION RAFTER/CORNER
POST DETAIL FOR WIDTHS
f 14B: 15'-0' < TO _� 20'-0•
SCALE NTS
MOORE AND ASSOCIATES lmww,BY, i1i 309 S-DEPOT STREET
ENGINEERING AND CONSULTING, INC. aa=aan BYI PDH PILOT MOUNTAIN,NC 27041
30r-0"x16'-0"HSPENCLOSEDSTRUCTURE
19052SA C P TO
7105=LMW M THE PROPERTY-DF KUM.; O AS=IATES®lMiMWa No PROJECT Nm VSM DATEI:6-E6-20 SGIL
CML7=TIE UHMM MM REPRODUCnML COFfWu R OTFER1/M USE;W
i S O MM S Si MA l aUM Aim'AW WRI)lCMM 1lERE M MAY
7E stDlE7CT m LE77iAL ACTOTLj CLMWP WC CARPORTS . 144 Dw6. M SK-3 1 3
BOX EAVE RAFTER LEAN-TO OPTIONS 3/16 N /JNIPPLE TO
j COLUMN
3/L6 IN / NIPPLE TO r 3/16 ' \�,TYP)
COLUMN
3/l6 NIPPLE TO 3/l6 r/ f (TYP) MINIMUM 6' LONG, MINIMUM 14 GA.
IS NIPPLE SECURE RAFTER TO
.I COLUMN MINIMUM 6' LONG, MINIMUM l4 GA, NIPPLE V1TH(4) 012-14x3/4' SDF'S
V 3/16,;`� f'�, (TYP) IS NIPPWITH(4 LE SECURE RAFTER TO (3—I2
I ) 012-14x3/4' SDF'S
MINIMUM 6' LONG, MINIMUM 14 GA, NIPPLE ` 1
TS NIPPLE SECURE RAFTER TO \ 3-12
NIPPLE WITH (4) 4L2-14x3/4' SDF'S / - -
3-12
i- --7
--- �-�—
� �
_ I ( _ rS DOUBLE COLUMN
S' DOUBLE COLUMN
3-12 �'
1 � IS LEAN—TO
TS DOUBLE RAFTER I S LEAN—TO
IS LEAN—TO ..A� C _ 3-12 RAFTER
1 3-12 RAFTER Y OLUMN 3-12
3-12
LEAN—TO RAFTER TO LEAN—TO RAFTER TO LEAN—TO RAFTER TO
RAFTER POST C❑NNECTI❑N RAFTER POST RAFTER POST
DETAIL F❑R WIDTHS S 9'-0' C❑NNECTI❑N DETAIL C❑NNECTI❑N DETAIL
(15' FOR WIDTHS FOR WIDTHS
SCALE: NTS \ 9'-0' < TO _S 15'-0' `( 15'-0' < TO - 20'-0'
`15A SALE AITS 15B . SCALE NTS
.2'x2'12' 14 GA ANGLE
2'x2'x2' 14 GA ANGLE CLIP SECURE TO COLUMN
CLIP SECURE TO COLUMN AND RAFTER WITH
AND RAFTER WITH (4) 112-14x3/4' SDF'S 1 '3-12
(4) 012-14x3/4' SDF'S ——
3-12
3-12
IS
LEAN—TO
IS LEAN—TO I rc DOUBLE RAFTER
> DOUBLE RAFTER COLUMN
COLUMN
LEAN—TO RAFTER TO RAFTER LEAN—TO RAFTER TO RAFTER POST
TC C❑NNECTI❑N DETAIL FOR C❑NNECTI❑N DETAIL FOR WIDTHS
15C� WIDTHS <,9'-0' C15D� 9'-0' < TO s 15'-0'
/ SCALE NTS SCALE NTS
��.
NL LAKruK1 HIV
MOORE AND ASSOCIATES DRAWN BYI .JG 309 S.DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. CHECKED BYI PIN 30'_o"x h'-O SP E CLOSED ST UCTURE
1905Es/19'2m�
Cm BOCI�E T A 71E R TY of i�AND ASSOCIATES HMWMr'fi-MID. PROJECT NM WSN M 6- O .JOB NO 75S
CQi51lLTORfi 7FE.1!<tAIIiFQt®REPRIIDUCTiON;COPYDiI.OR ORRERIJISE'USE-OF
TFOE DOMMff M STEMY PRMM EO Aim ANY Mt4GElENt'T ERElM MY
IE SMECT TO LEGAL ACTMFL am a. Nc CAtt-am SHT. 14B DVG. ND SK-3 LEV, 3
BOX EAVE"RAFTER LEAN-TO OPTIONS
14 GA ANGLE CLIP
SECURE TO COLUMN AND RAFTER
r V1" (4) 012-14x3/4' SDF'S
.150� FOR SNOW LOAD C 40 PSF (6) 2e-0'
.1pC
N12- 4' SDF'S FOR SNOW 1/2, 1/2'
I j LO14x
All
4(13/PSF < TO �.70 PSF
\3-12 2'x2'x2' 14 GA ANGLE CLIP
SECURE TO COLUMN ANO RAFTER 11
WITH (6) NI2-14x3/4' SOPS ��'
JVT IF
— TS LEAN-TO rr
1 COLUMN
DLE RAFTER n�„ANGLE CLIP DETAIL
15++_ SCALE NTS
LEAN-TO RAFTER TO RAFTER POST
CONNECTION DETAIL FOR WIDTHS
LI15'-0' < TO .S 20'-0'
SCALE: NTS
1
MOORE AND ASSOCIATES DRAWN BY- JG 309 S_DEPOT STREET
PILOT MOUNTAIN,NC 27041
ENGINEERING AND CONSULTING, INC. coxg BY, PDN 30'-0"x)6'-0 HSPENCL(-).SFnSTRII iRF
lTw locum df IS TIE PR01MM-101F Imo(£AND A=CTA7ES QIMEMM AND PROJECT HM VSM ATE- 6-26-20 SCALE-•NTS JDB NOi 19032S/19?30S/
CfZ ML=&.TM U NAUDCRIZO RfJittIDUCTM CUP01ru GR Q1IE]IIIISE USE IF
rf=DOCU157TT IS XTRIMY-MUM=AND ANY'IIF UM34W TFF](67FD7 NAY
K SULIECT TNI LEGAL ACMK CLIENT- NC-CARPORTS. . I-C Inwr m V-3 3
BOW RAFTER LEAN-TO OPTIONS
-
/r
:CAI% 2TFuC(UiE OPTIOTi
�N 3
7 {
TYPICAL BOW EAVE RAFTER LEAN-TO ❑PTI❑NS FRAMING SECTI❑N
SCALE: NTS
MAXIMUM WIDTH OF LEAN-TO OPTION IS 20'-D'-
3/16 I' NIPPLE TO
CULUMN
'3/16 (TYRO
!f1NIYUM 6' LONG, MINIMUM 14 GA,
IS NIPPLE SECURE RAFTER TO
3/16 �, % NIPPLE TO NIPPLE WITH (4> 412-14x3/4' S➢F'S
1 COLUMN
!,r 3/161 / ' (TYP) _ 3-12
M:`11M1 M;6- LONG,MINIMUM 14 GA, _.� - i �_;. - 3-12
TS'NIPPLE SECURE RAFTER TO
NIPPLE WITH(4) X12-14x3/4' S➢F'S
342
IS DOUBLE
COLUMN
TS LEAN-TO
1
RAFTER 3-12 - TS DOUBLE -��
COLUMN TS LEAN-TO
LEAN-TO RAFTER TO RAFTER POST
� RAFTER
I C❑NNECTI❑N DETAIL FOR WIDTHS
9'-0' < T❑ � 15'-0'
LEAN-TO RAFTER TO RAFTER POST
C❑NNECTI❑N DETAIL FOR WIDTHS
S 9'-0'
�� SCALE NTS
3/(6' ?� :/ NIPPLE TO
I• .j COLUMN
_ 3/16 % (TYP)
k'NIMU4 6' LONG, MINIMUM 14 GA,
TS NIPPLE SECURE RAFTER TO
' NIPPLE WITH (4) 012-14x33/4' SDF'S
3-12
i�r DOUBLE
I COLUMN IS LEAN-TO
( RAFTER
LEAN-TO RAFTER TO RAFTER POST
CONNECTI❑N DETAIL
F❑R WIDTHS 15'-0' < T❑ < 20'-0'
CALL N
MOORS AND ASSOCIATES mwm BY, JG 309 S.DEPOT STREET
IOTENGINEERING AND CONSULTING, INC. qu m BYi PDH 30'-0"x1 '6I-0 HSP NCOUNTI-SF IN, C STRIICTI.IRE
19052Si19228si
T►as MLMff M r+E PR1Z'EIfTY OF KOM-MM ASSoMAj=OiIERViSE'usE fF:AND, PRILIECT NMI VSN TE1 6-26-20 SCALE) Mrs NDI. 75S
CflOLTM TIE t*wjnamv REPRsm LTEK.CMrfM OR
T=MUNDfT IS STVaMY lPOiD M,AND ANY DFRDUMff Tls MUPDN WAY
>E SIA.ECT TO LEGAL ACTMU MIME) NC CAWMTS JWT, 13A DWG. ND SK-3 1 3
BOW RAFTER LEAN-TO OPTIONS
1 2.12'x2' l4 GA ANGLE
2' CLIP SECURE TO COLUMN
x2'x 2' 14 GA ANGLE AND RAFTER WITH
CNLIDP RAFTER SECURE TO COLUMN VITH ' (4) Al2-14x3/4' SDF'S
A
(4) 012-140/4' SDF'S J
3-12
•�3-12 TS DOUBLE
COLUMN TS LEAN-TO 3-12 _TS DOUBLE TS LEAN-TO
RAFTER I COLUMN RAFTER
i
LEAN-TO RAFTER TO RAFTER POST LEAN-TO RAFTER TO RAFTER POST
C❑NNECTI❑N DETAIL FOR WIDTHS
S 9'-0' - C❑NNECTI❑N DETAIL F❑R WIDTHS
SCALE-. NTS (i6.D' SCALE. NTS
2' 14 GA ANGLE CLIP
SECURE TO COLUMN AN"
RAFTER
I WITH 14) "12-14x3/4' SDF'S
.6F FOR SNOW LOAD S 40 PSF (6)
!3R 412-14x3/4• SDF'S FOR SNOW
LOAD 40 PSF C TO ( 70 PSF
3-12
3-12
l/2' - Ir?
2'x2'x2' 14 GA ANGLE CLIP' -"1
SECURE TO COLUMN AND RAFTER _
WITH (6) n12-14x3/4' SOF'S 1 ro
TS LEAN-TO—TS DOUBLE RAFTER
COLUMN _ _ v
LEAN-TO RAFTER TO RAFTER POST -`-`
CONNECTION' DETAIL
ANGLE CLIP DETAIL
---,-. _
�16E1 FOR WIDTHS 15'-0' < =TF WIDTHS 15'-0' .< ❑�20'_0-0• �16F
SCALE NITS
NL(_AKVUK IS AND UAXACYL ,LLL
MOORE AND ASSOCIATES MAW14 We Ja 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. coC�n By. PBFI n-n PLOT MOUNTAIN,NC 27041F_n° E C_OSEDSTRUCTURE_
19052S�19Z20S�
THIS DOCIaKw m Tw PRmMM OF ICE me ASSOCIATES Dimmmm AHI1 PROJECT NMo WS14 DA 1 6— = 0w—AIXIINTS JOB NO,-20175S
C13ML i}� OF
MM TM UNAUO REPR b COPMr Olt OIIBRVISE U3E
M lk ACTmi ts®AND+wr niR1Hl�lotT TF�uPAi MY CLMIT, NC CARPORTS. 15D n-- ra SK-3 LEV, 3
BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION
:,? I !I I I !�'I 'i•�I'�' i�I ii„ _I I� i 1 I! iI`II! � iIIII.I�IIiI •I) ill i,! I'il� 1 I;I II I'I II'�ii; I'1
JJIIIIII I� i ; 1
I I ( III ,Ii II ( III, 11' II � I�I II ' ,��I,• II,I +I } I I, i III III I I^I� i��lij:�I -I
A
FL ,.11..G
`.,,! Ii i I I I i' I' I i Ii l I I '' II III•II FLASHING
111 � I I � , ; I'�Il�il �I II ;I � � II ! Ii I II, I } � I �' • ' ,I I ,'iI'I
I III II .I i+ ; I Ij •, � � !I 'II I�Lj ; '
6�1� �; �� I II! � �II (I � 1li ll' �Illf I I I 'I � fII I I • I� '� i � ; l I;u, I��I
TYPICAL END ELEVATI❑N TYPICAL SIDE ELEVATI❑N
VERTICAL R❑❑F/SIDING VERTICAL R❑❑F/SIDING
SCALE: NTS -SCALD NTS
1125'-19 GAUGE HAT CHANNELS SPACED
AT 2'-6' 0C (MAX) FOR SNOW LOAD
SEE NOTES 40 PSF < TO < 70 PSF AND 3'-0' OC
AN D WALL P GA WALL
P GALVANIZED METAL ROOF (SHEET 3) (MAX) FOR SNOW LOAD < 40 PSF
AND FASTENED TO FOR MAXIMUM FASTENED TO EACH RAFTER WITH (2)
PURLIN$AND GIRTS T$ ROOF RAFT['- ;.SPACING 412-14.3/4' SDF'S
- _� � / TS COLLAR TIE• \�
f l` 6
1125'-18 GAUGE �
.AT CHANNEL
(TYP)
/ T NNEL
a — GIRT SPACED la AT
1EIL
TYPICAL SECTI❑N TYPICAL FRAMING SECTI❑N VERTICAL
VERTICAL R❑❑F/SIDING ❑PTI❑N R❑❑F/SIDING ❑PTI❑N WITH TS GIRTS
SCALE: NTS SCALE NTS
10 GAUG`c AT CH
HAT CHANNEL
RA F
PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE NTS
4"' liA -l=J,LLI.'
MOORE AND ASSOCIATES BRAWN BYI JG 309 S.DEPOT STREET
ENGINEERING AND CONSULTING, INC. CHECKED BY PILOT MOUNTAIN,NC 27041
s PIN �m_o"�1h'_n"14SP ENCLO.WD,STRUCTiJ
>9o5zsnosi
nm oacum T�IS TIE 1G=NO AsswuT>esiDMEMM NO PROJECT MM WSN DATES 26 20 SCALE) NTS JOB NO( M75S
C@7STLTTN(L.1fE IHAUIFOi>�V.REI'RQDUCTD)N,COPYDiG;BR 014ERH1SE•"IJSE NO
IC BDdTtliF T IS STRICTLY PRDNDlLIt�AND'ANY I#FRDimpdT TFETi£I�Q1 NAY
� T���Tm+ c o NC CARPORTS . 16 BWG. Nib SK-3 iwvj 2
OPTIONAL HEADER
TS 2 1/4x2 1/4-12 GA
CTYP)
l�TS 2 1/4x2 1/4-12 GA V-8' ❑C. (TYP) (2> 2 1/4x2 l/4-12 GA
)
1
3/16 (TYP
`�, �'
1 3/16 ;` ,,TYP
fJ-7 72FI2
HEADER DETAIL FOR SIDE WALL DOOR HEADER DETAIL FOR END WALL DOOR
ro
❑PENINGS 8'-0' < LENGTH S 16'-0' ❑PENINGS 8'-0' < LENGTH S 12'-0'
SCALE NTS SCALE: NTS
J--(2) 2 1/4x2 1/4-12 GA
(TYP)
J/-2 1/4x2 1/4-12 GA
3-12 �! -
/:\3-12
HEADER DETAIL FOR SIDE WALL DOOR HEADER DETAIL FOR END WALL DOOR
.❑PENINGS 5'-0' < LENGTH S 8'-0' ❑PENINGS S 8'-0'
SCALE: NTS SCALE: NTS
2 1/4x2 1/4-12 GA
I •
HEADER DETAIL FOR SIDE WALL DOOR
❑PENINGS S 5'-0'
SCALE NTS
J LL
MOORE AND ASSOCIATES M+WN BYE JG 309S.DEPOT STREET
UNTAENGINEERING AND CONSULTING, INC. cFECKED BYi.PIN 301-0"xI�LOT MP F.NCL .S DC TRi CTIIRE
><�/;<�f
CM LTM 7r u_nE PRIFE�TY OF =T Nxu WYM,1OR. of Ri V E O PROJECT MCi� vSN 7E� 6-EB- 0 SC&E, JOB M 2M75S.
cusu.Tu�,nW uwwm�a�tm�ucrmr,wPYB�,�.unQtvtsc.us��. _.
nas noal�+r ra srxrcnY. �wr DFROiSSEHM rr ,PAY NC CARPtnrS . 17 lDwm to SK-3 ., 3
ae am IB�.,E>c�u.ecrax
Standard
20'Wx20'Lx8'H
--- __ __.THIS PLAN TO-RE ON'PRCJECT__
SITE AT ALL. TIDES FOR THE
DURATION OF CONSTRUCTION
SBL:316.17-1-20
OWNER:PAM GOLDEN
Selected Parcel: 316.17-1-20 x SBL:316.f7-1-20 „a..
O NER:PATTI GOLD ! ��
SBL 31FID 10959 j OWNER: JPGROS
NEWNUMBER 316.17-1-20
GISACRES 0.3242970108985901
RPS Report
�1
ti
SBL 316. 1 PROP r
OWNER: JPGROSS PROPERTIES,LLC