HomeMy WebLinkAboutStructural Design Standard Package 1-5-22STRUCTURAL DESIGN
STANDARD PACKAGE
-ENCLOSED BUILDING
MAXIMUM 30'- 0" WIDE X 16'- 0" HEIGHT -
BOX EAVE FRAME AND BOW FRAME
21 April 2021
Revision 3
M&A Project No. 16220S/1731IS/18104S/21015S
Prepared for:
USA Steel Buildings, Inc.
210 Airport Road
Mount Airy, NC 27030
Prepared by:
Moore and Associates Engineering
and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
401 South Main Street, Suite 200
Mount Airy, NC 27030
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ENGINEERING ANO CONSULTING
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USA STEEL BUILDINGS
MOORE AND ASSOCIATES BRAVN BY, AT 2 10 AIRPORT ROAD
ENGINEERING AND CONSULTING INC. MOUNT AIRY, NC 27030
CHECKED BY. PDH 30'-0"x 16-0" SP ENCLOSED STRUCTURE
TlUS J>OC-Mff 1S VE PROPEEM 0E )ME AND AsucwTm ENmEERDIG AND PFM JECT NM VSN IMBNO 16220S/
C0=WLT= TFE MMUiF MM Rffuw nix aPYM 0R QTFER M USE OF TEi 4-21-21 SCALES NTS IM04S/2101
TFUS 1>000EiIi >S STR>�TLY PRp�1T Alm ANY IIFR>11ZWU TIE WAMN
MAY
BE SOECT m W� ACTS CLIMi USA STEEL laff, 1 BVG. M SK-8 Lif, 3
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET
SHEET
2
DRAWING INDEX
SHEET
2A
DRAWING INDEX (CUNT,)
SHEET
3
INSTALLATION NOTES AND SPECIFICATI❑NS
SHEET
3A
TYPICAL SIDE AND END ELEVATI❑NS
SHEET
4
TYPICAL RAFTER/COLUMN END FRAMING SECTI❑N
(BOX EAVE RAFTER) (EXPOSURE B)
SHEET
4A
TYPICAL RAFTER/COLUMN END FRAMING SECTION
(BOX EAVE RAFTER) (EXPOSURE C)
SHEET
5A
COLUMN CONNECTI❑N DETAILS (BOX EAVE STRUCTURE)
SHEET
5B
COLUMN C❑NNECTION DETAILS (BOX EAVE STRUCTURE)
SHEET
5C
COLUMN C❑NNECTI❑N DETAILS (BOX EAVE STRUCTURE)
SHEET
5D
COLUMN C❑NNECTION DETAILS (BOX EAVE STRUCTURE)
SHEET
5E
COLUMN C❑NNECTI❑N DETAILS (BOX EAVE STRUCTURE)
SHEET
6
TYPICAL RAFTER/COLUMN END FRAMING SECTION
(BOW RAFTER) (EXPOSURE B)
SHEET
6A
TYPICAL RAFTER/COLUMN END FRAMING SECTI❑N
(BOW RAFTER) (EXPOSURE C)
SHEET
7A
COLUMN C❑NNECTION DETAILS
(BOW RAFTER STRUCTURE) (EXPOSURE B)
SHEET
7B
COLUMN C❑NNECTION DETAILS
(BOW RAFTER STRUCTURE) (EXPOSURE B)
SHEET
7C
COLUMN C❑NNECTION DETAILS
(BOW RAFTER STRUCTURE) (EXPOSURE C)
SHEET
7D
COLUMN C❑NNECTI❑N DETAILS
(BOW RAFTER STRUCTURE) (EXPOSURE C)
SHEET
7E
COLUMN CONNECTI❑N DETAILS
(DOW RAFTER STRUCTURE) (EXPOSURE C)
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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(EXPOSURE B)
(EXPOSURE B)
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JAN 0 5 2022
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x16'-0" SP ENCLOSED STRI
ND 16220S/
2 iDVG. m SK-3 IREW 3
DRAWING INDEX (C❑NT,)
SHEET
8
BASE RAIL ANCHORAGE ❑PTI❑NS FOR WIND SPEEDS 141 MPH < TO < 170 MPH
SHEET
BA
BASE RAIL ANCHORAGE ❑PTI❑NS FOR WIND SPEEDS < 140 MPH
SHEET
9
TYPICAL END WALL AND SIDE WALL FRAMING SECTI❑NS (BOX EAVE)
SHEET
10
TYPICAL END WALL AND SIDE WALL FRAMING SECTI❑NS (BOW RAFTER)
SHEET
11
C❑NNECTI❑N DETAILS
SHEET
12
C❑NNECTI❑N DETAILS
SHEET
13
C❑NNECTI❑N DETAILS
SHEET
14
LEAN-TO ❑PTI❑NS (BOX EAVE RAFTER)
SHEET
14A
LEAN-TO ❑PTI❑NS (BOX EAVE RAFTER)
SHEET
14B
LEAN-TO ❑PTI❑NS (BOX EAVE RAFTER) (EXPOSURE B)
SHEET
15
LEAN-TO ❑PTI❑NS (BOW RAFTER)
SHEET
15A
LEAN-TO ❑PTI❑NS (BOW RAFTER) (EXPOSURE B)
SHEET
16
VERTICAL R❑❑F/SIDING ❑PTI❑N END AND SIDE
ELEVATI❑N AND SECTI❑N
SHEET
17
HEADER ❑PTI❑NS FOR WIND SPEEDS 141 MPH < TO < 170 MPH
SHEET
17A
HEADER ❑PTI❑NS FOR WIND SPEEDS < 140 MPH.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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JAN 0 5 2022
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x16'-0" SP ENCLOSED STRI
NO 16220S/
2A IDVG. ND SK-3 IREVJ 3
INSTALLATI❑N NOTES AND SPECIFICATI❑NS
I. DESIGN IS FOR MAXIMUM 30'-0' WIDE x 16'-0' EAVE HEIGHT ENCLOSED STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (FBC) 7TH EDITION.
3. DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 0 PSF
4. 3-SECOND GUST,ULTIMATE WIND SPEED VULT(LW 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END
POST SPACING A42,0JUEW.
5. 3-SECOND GUST ULTIMATE WIND SPEED VULT(HW) 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END
POST SPACING = 4.0 FEET.
6. END WALL COLUMNS (POSTS) AND SIDE WALL COLUMNS ARE EQUIVALENT IN SIZE AND SPACING (UNLESS NOTED OTHERWISE).
7. RISK CATEGORY Lpp
8. WIND EXPOSURE CATEGORY BO
9. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' 14 GAUdU GE BEVWTS)
FRAMING MEMBERS FOR LOW WIND. 2 1/4' x 2 1/4' - 12 GAUGE TS MAY BE USED AS AN OPTION FOR`L®';)--WIND.
USE 2 1/4' x 2 1/4' - 12 GAUGE TS FOR HIGH WIND.
10, AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR DISTANCE OR EDGE
DISTANCE) = 10' O.C. (MAX.) FOR LOW WIND AND 6' O.C. (MAX.) FOR HIGH WIND.
11. FASTENERS CONSIST OF #12-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14° (3:12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. ROOF SLOPES LESS THAN 3:12 REQUIRE USE OF LAP JOINT SEALANT.
12. ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL AT OR WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES. STRUCTURE MUST HAVE
AN ANCHOR AT EVERY COLUMN,
13. STANDARD GROUND ANCHORS (SOIL NAILS) CONSIST OF #4 REBAR W/ WELDED NUT x 36' LONG AND MAY BE USED IN SUITABLE SOILS.
OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USED FOR WIND SPEEDS S 145 MPH, OPTIONAL ANCHORAGE MAY BE
USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS FOR WIND SPEEDS > 145 MPH AS NOTED,
14. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE CLASS = D
RISK CATEGORY I
R= 3.25 IE= 1.0
SDS= 2.039 V= CSW
SDI= 1.258
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MOORE AND ASSOCIATES DRAWN BYi AT . 210 AIRPORTZAD "
AIRY, NC 27030
ENGINEERING AND CONSULTING, INC. cHEc'KED DYi PIN 30'-O"x16'-0" P ENCLOSED STRU
I b0B NO
No
.3 Jim. No SK-3
3
WINDOW (AS APPLICABLE) BOX EAVE FRAME RAFTER STRUCTURE
➢ESIGN PRESSURE ROLL -UP DOOR
EXP, B HW (27.0 PSF, -28.1 PSF) (AS APPLICABLE)
EXP. B LW (18.1 PSF, -19.6 PSF) DESIGN PRESSURE
EXP. C HW (39.4 PSF, -41.0 PSF) EXP, B HW (27.6 PSF, -31.2 PSF)
EXP. C LW (27.5 PSF, -29.8 PSF) EXP. B LW (18.5 PSF, -20.9 PSF)
EXP. C HW (34.7 PSF, -39.2 PSF)
EXP. C LW (24.3 PSF, -27.4 PSF)
6'
TRIM
PERSONNEL DOOR
(AS APPLICABLE)
DESIGN PRESSURE
EXP. B HW (25.7 PSF, -28.0 PSF)
EXP. B. LW (17.2 PSF, -18.8 PSF)
EXP. C HW (37.6 PSF, -41.0 PSF)
EXP. C LW (26.3 PSF, -28.6 PSF)
N_GTH V, RIES DEPENDING 4N
NUMBER ANDSA@TNGtL7�RA. FaTERS _ W S. 30'-0' MA Iu�U AFiL S III
TYPICAL S,I,DE ELE-VAT■ION WfjYPI!CAL EN NoM0N
SCALE: NTS SCALE NTS
WINDOW (AS APPLICABLE) BOW FRAME RAFTER STRUCTURE
DESIGN PRESSURE ROLL -UP DOOR PERSONNEL DOOR
EXP. B HW (27,0 PSF, -28.1 PSF) (AS APPLICABLE) (AS APPLICABLE)
EXP. B LW (18.1 PSF, -19.6 PSF) DESIGN PRESSURE DESIGN PRESSURE
EXP. C HW (39.4 PSF, -41.0 PSF) EXP. B HW (27.6 PSF, -31.2 PSF) EXP. B HW (25.7 PSF, -28.0 PSF)
EXP. C LW (27.5 PSF, -29.8 PSF) EXP. B LW (18.5 PSF, -20.9 PSF) EXP. B. LW (17.2 PSF, -18.8 PSF)
EXP. C HW (34.7 PSF, -39.2 PSF) EXP. C HW (37.6 PSF, -41.0 PSF)
EXP. C LW (24.3 PSF, -27.4 PSF) EXP. C LW (26.3 PSF, -29.6 PSF)
6'
(TYP.)
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATI❑N
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
W ( 30'-0' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATI❑N
SCALE: NTS
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210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x 16'-0" SP ENCLOSED STRUCTURE
ND 162M/
29 GA. GALVANIZED METAL ROOF Ali
WALL PANELS FASTENED TO RAFTERS
AND POSTS.
18 GA. U-CHANNEL BRACE
FASTENED TO RAFTER WITH TS ROOF RAFTER
(2) #12-14�(4
/4' SDF'S AT
EACH END PER BRACE)
12
Q 3
2'-0' U-BRACE FOR 12'-0'-I6'-0' BLDG. SPAN
3'-0' U-BRACE FOR 20'-0' BLDG. SPAN i
w 6'-0' U-BRACE FOR 22'-0'-24'-0' BLDG. SPAN
x =
z z
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� TS COLUMN �
x (TYP.) u
a a
x a
^ 11 TS BASE RAIL iv
(TYP.)
W S 24'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
29 GA. GALVANIZED METAL ROOF AND
WALL PANELS FASTENED TO RAFTERS
AND POSTS.
18 GA. U-CHANNEL BRACE
FASTENED TO RAFTER WITH TS ROOF RAFTER
1D <2) k12-14X3/4' SDF'S AT
SC EACH END (4 PER BRACE) 12
L3
2'-0' U-BRACE FOR 12'-0'-16'-0' BLDG. SPAN
F 3'-0' U-BRACE FOR 20'-0' BLDG. SPAN
6'-0' U-BRACE FOR 22-0-24-0' BLDG. SPAN
E
0
� TS DOUBLE COLUMN
x (TYP.)
f
=1 / TS 'T BASE RAIL
J �
W ( 24'-0' MAXIMUM RAFTER SPAN
1
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SaArrNr.
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE: NTS
29 GA. GALVANIZED METAL ROOF AND
TS ROOF RAFTER AND POSTS. WALL PANELS FASTENED TO RAFTERS
TS COLLAR TIE —�
IS COLUMN
(TYP.)
12
Q 3
16'-0' FOR 26'-0' BLDG. SPAN
l8'-0' FOR 28'-0' BLOC. SPAN
20'-0' FOR 30'-0' BLDG. SPAN
TS BASE RAIL
(TYP.)
NTS
29 GA. GALVANIZE➢ METAL ROOF AND
TS ROOF RAFTER WALL PANELS FASTENED TO RAFTERS
TS COLLAR TIE --. AND POSTS.
SC 12
Q 3
16'-0' FOR 26'-0' BLDG. SPAN
18'-0' FOR 28'-0' BLDG. SPAN
x 20'-0' FOR 30'-0' BLDG. SPAN
x
s
0
�-' TS DOUBLE COLUMN
x (TYP.)
s
i
3A
,o II TS BASE RAIL
24-0'( (3(TYP.)
W 0-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTI❑N
SCALE1 NTS
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210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x 16'-0" SP ENCLOSED STRU
OB NO
. 4A lima. No SK-3 IRE1N 3
EXPOSURE C
CONNECTOR
SLEEVE
TO RAFTER
TS
TS ROOF RAFTER
12
VIECIR
SECURE WITH
(4) N12-14x3/4'
SDF'S (EACH EN➢)
18 GA. U-CHANNEL
KNEE BRACE
FASTENED TO
RAFTER AND
COLUMN
G, CONNECTOR
M 14 GA.,
TO SLEEVE
14x3/4' SDF'S
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
m
18 GA. U-CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF BEAM, WITH
(4) 012-14x3/4' SDF'S AT EACH END
(8 PER BRACE)
BRACE SECTION
SCALE: NTS
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JAN 0 5 2022
1IRAVN BY1 AT 1 210 AIRPORT ROAD
MOUNT AIRY, NC 27030
CHECKED BY, PBH 30'-0"x 16'-0" SP ENCLOSED STRUCTURE
--- --- — - 59 NM 16220S/
. SE lDVG. m SK-3 NEW 3
BASdEETNUMMMKOH1 ,7 GE +Ol�P�TI�UNfS FAO+ R WIiNiD S+P.FaF�n < 4n Nr�pu
WWF OR FIBERGLASS
FIBERS INSTALL 1/2'x6 3/4'
EXPANSION ANCHOR THROUGH
BASE RAIL WITHIN 6' OF EACH
COLUMN. (ALSO APPLICABLE
TO END WALLS)
GRADE
IIF
- z
MINIMUM 3 1/4 I I I I I Q I I I I I I I I
EMBEDMENT (TYP.)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED 1'-0" VARIES
WITH (2)-#4's CONTINUOUS
CONCRETE : MNIBLITIMIIC MLAB
A BASE RAIL AINCH�RA'G
SCALE: NTS
MINIMUM ANCHOR EDGE DISTANCE IS 4'.
x COORDINATE WITH LOCAL BUILDING CODE/ORD.
REGARDING REQUIRED FOOTING DEPTH.
GENERAL NOTES
NOTE: CONCRETE MONOLITHIC SLAB DESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSF.
C❑NCRETEI
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
COVER OVER REINF❑RCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-3181
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 1/2' ELSEWHERE.
REINF❑RCING STEED
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.
REINF❑RCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PR❑VIDEDi
1. REINFORCEMENT IS BENT COLD.
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS.
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT.
HELIX ANCHOR N❑TEST
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED 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 60' EMBEDMENT,
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MAEOmG AND
XW= USE DF
THMM 1M MAY
DRILL 5/8' DIAMETER HOLE —
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
1/2' DIAMETER THROUGH BOLT
2' WASHERS
TOP OF ASPHALT
PAVEMENT OR
GROUND SURFACE
TS CONTINUOUS —J
BASE RAIL
HELIX EYE ANCHOR
(SEE NOTES BELOW)
2B GR❑UND BASE HELIX ANCH❑RAGE
SCALE: NIT
(CAN BE USED FOR ASPHALT)
COORDINATE WITH LOCAL BUILDING CO DE
REGARDING REQUIRED ANCHOR LENGTH.
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NO 5777Q :
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• A% P %
JAN 0 5 2022
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x16-0" SP ENCLOSED STIR
I I I UOB NOi 16220.5/ 1
. GIA IDvw ND SK-3 IR2EWa 3
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACTNf.
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE: NTS
ROOF RAFTER/
COLUMN ASSEMBLY
OPENING FOR ROLL -UP
DOOR WITH HEADER
OPENING FOR � L3
PERSONNEL DOOR
WITH HEADER l9
YPTG►AL+�BNX EAVER FiTiER,
S11-DE W:LA LE LM ❑PGNI,NGS FRAMING&SECy®N
SEE NOTES
(SHEET 3)
FOR MAXIMUM
CPArwr
PERSONNEL DOOR
WITH HEADER
TYPICAL BOX EAVE RAFTER END
WALL ❑PENINGS FRAMING SECTION
SCALE: NTS
OPENING FOR WINDOW
WITH HEADER AND WINDOW
RAIL (ALSO APPLICABLE
TO END WALLS)
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No 57170
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JAN 0 5 2022
MOORE AND ASSOCIATES DRAWN BY- AT V 210 AIRPORTROAD
ENGINEERING AND CONSULTING, INC. CNECKEEB BY, PDN 30'-0"xI6 o P ENCLOSED STRi
M30RE AND ASSOCUT&S ENGDEERDG ANDPROJECT MR, WSM TEI 4-21-21 SCALD NTS B NO 1B104S/1612205/.2
IDUCTD7L COPYDIG. M OTHEMiBE ME OF
ED AND ANY ItFR3KIFJ�Ii 71fitE1PO1 MAY
cLIENTI USA STEEL 6T. 9 DWG. NO SK-3 IREW 3
CONNECTION DETAILS
TS COLUMN
MINIMUM 6' LONG,
CONNECTOR SLEEVE
MINIMUM 14 GA.,
SLEEVE TO 3/16 SECURE WITH (4)
BASE RAIL #12-14x3/4SDF'S
3/I6
TS CONTINUOUS
BASE RAIL
RAFTER COLUMN/BASE
3 RAIL CONNECTION DETAIL
SCALE: NTS
TS ROOF RAFTER
2'x2'%2' 14 GA. ANGLE
CLIP SECURE TO COLUMN
AND RAFTER WITH
#12-14x3/4' SDF'S 2 ON
_j,,,
TOP AND 2 ON SI➢E
TS END COLUMN
END COLUMN/RAFTER
C❑NNECTI❑N DETAIL
4
SCALE: NTS
TS COLUMN (CORNER)
CONNECTOR
3/16
SLEEVE
MINIMUM 6' LONG,
TO BASE
3/l6
MINIMUM 14 GA.,
RAIL
I
CONECTOR SLEEVE.
SECURE WITH (4)
#12-14x3/4' SDF'S
}
2'x2'x2' 14 GA.
CLIP ANGLE SECURE TO
RAFTER COLUMN AND
BASE RAIL WITH (4)
#12-14x3/4' SDF'S
'ITS CONTINUOUS
BASE RAIL
END COLUMN/BASE RAIL
5A C❑NNECTI❑N DETAIL
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
Li:) �
TS DOUBLE COLUMN
MINIMUM 6' LONG,
CONNECTOR SLEEVE
MINIMUM 14 GA.,
SLEEVE TO 3/16 a SECURE WITH (4)
BASE RAIL #12-14x3/4' SDF'S
3/16
TS CONTINUOUS
BASE RAIL
I—III—III=I I I=1 I I
=1 11=1 11=1 11=1 11=
RAFTER COLUMN/BASE
3A RAIL CONNECTI❑N DETAIL
SCALE: NTS
CONNECTOR
SLEEVE
TO BASE 3/16
RAIL
TS COLUMN (CORNER)
MINIMUM 6' LONG,
MINIMUM 14 GA.,
CONNECTOR SLEEVE.
SECURE WITH (4)
#12-14x3/4' SDF'S
2x2'x2' 14 GA.
CLIP ANGLE SECURE TO
RAFTER COLUMN AND
BASE RAIL WITH (4)
#12-14x3/4' SDF'S
'- TS CONTINUOUS
BASE RAIL
END COLUMN/BASE RAIL
5 �CA
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No 57170 •
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STATE OF
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JAN 0 5 2022
210 AIRPORT ROAD
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30'-0"x16-0" SP ENCLOSED STRI
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CONNECTION DETAILS
TS COLUMN CONNECTOR SLEEVE
OR END COLUMN TO HEADER
2'x2'X2' 14 GA. ANGLE CLIP /
SECURE TO COLUMN AND
EITHER TOP OF HEADER, OR
BOTTOM OF WINDOW RAIL
WITH #12-14x3/4' SDF'S
TS HEADER OR
WINDOW RAIL
3/16
3/16
TS COLUMN
TS ROOF RAFTER
7' TS COLUMN
T-- MINIMUM 6' LONG MINIMUM 14 GA.
CONNECTOR SLEEVE SECURE
WITH (4) #I2-14x3/4' SDF'S
TS END COLUMN
OR DOOR WINDO\
133-12
FRAME POST
TS HEADER, BASI
RAIL, OR WINDOI
-12 RAIL
` TS DOUBLE HEADER
COLUMN TO WINDOW DOUBLE HEADER
RAIL OR TS GIRT TO COLUMN
6 CONNECTION DETAIL 6A CONNECTION DETAIL
SCALE: NTS SCALE: NTS
3-12
3-12 pt�_'F
OUBLE HEADER
CONNECTOP
SLEEVE
TO HEADEF
MUM 6' LONG, MINIMUM
A., TS SLEEVE. SECURE EACH
3/16H (4) #12-14x3/4' SELF -DRILLING
CONNECTOR SLEEVE ENERS
TO HEA➢ER 3/16OLUMN
CONNECTOR SLEE\,
TO HEADER
D
OUBLE HEADER/COLUMN
8TIONDETAILS
TS COLUMN
MINIMUM 6' LONG, MINIMUM
14 GA., TS SLEEVE. SECURE
WITH (4) #12-14x3/4' SELF -DRILLING
FASTENERS
TS DOUBLE HEADER
C❑LUMN/DOUBLE HEADER
9B
C❑NNECTI❑N
DETAIL
SCALE: NTS
TS COLUMN
MINIMUM 6' LONG, MINIMUM
3/16
14 GA., CONNECTOR
CONNECTOR SLEEVE
SLEEVE. SECURE EACH
TO BASE RAIL
3/16
°
WITH (4) 012-14 x3/4'
SELF -DRILLING
FASTENERS
TS CONTINUOUS
—
BASE RAIL
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MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
KAFILK CHURL,
CTURAL HEADER
2'x2'X2' 14 GA. ANGLE CLIP
SECURE TO COLUMN (EACH
SIDE) AND RAFTER
CHORD/RAIL WITH
#12-14x3/4' SDF'S 2 ON
BOTTOM AND 2 ON SI➢E
NOTE- AT ROLL -UP DOOR
OPENINGS, COLUMN SHOULD
BE FLUSH WITH RAIL END.
CLIP COLUMN TO RAIL ONLY
ON SIDE OPPOSITE THE
OPENING.
COLUMN TO WINDOW RAIL
7 C❑NNECTI❑N DETAIL
SCALE: NTS
TS ROOF RAFTER
7' TS COLUMN
MINIMUM 6' LONG, MINIMUM
14 GA., TS SLEEVE. SECURE
WITH (4) #12-14x3/4' SELF -DRILLING
ASTENERS
TS DOUBLE HEADER
COLUMN/DOUBLE HEADER
(!9A CONNECTION DETAIL
SCALE: NTS
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No 57t70 •:
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JAN 0 5 2022
USA STEEL BUILDINGS
DRAWN BY, AT
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
CHECKED BY, PDH
30'-0"x16'-0" SP ENCLOSED STRUCTURE
PROJECT NGRI WSN
ATEI 4-21-21
SCALD NTS
NOI 16220S/
1MMS/210
CLIENTI USA STEEL
. 12
DWG, ND SK-3 d 3
CONNECTION DETAILS
IER
RAFTER TO CHORD C❑LLAR TIE
11 C❑NNECTI❑N DETAIL 12��2M6��TAIL
SCALES NTS : NTS
TS TRUSSED RAFTER CHORD,
/ OR NON-STRUCTURAL HEADER
TS END COLUMN -
OR DOOR WINDOW
FRAME POST
MINIMUM 6' LONG, MINIMUM
14 GA., CONNECTOR
F SLEEVE. SECURE EACH
TS HEADER, BASE WITH (4) #12-14x3/4'
RAIL, OR WINDOW SELF -DRILLING
RAIL I i FASTENERS
COLUMN TO HEADER OR BASE RAIL
13 C❑NNECTI❑N DETAIL
SCALE NTS
oti�ye�,
No 57170
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STATE OF k/:
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JAN 0 5 2022
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ENGINEERING AND CONSULTING, INC. cNEcm BY. PBN 30'-o°X1MOUNT P ENCLO ED STRU
1S DOCUENi IS THE PR1pERTY OF MmtE AND ASSOCffATES OiGOEEitII1G AND DB ND
Is! % PROJECT NM WSN TES 4-21-21 SCALEi NTS
Z DOIXM9 =STRICTLY Pi == AND ANY W"MOU TFOOPM NAY
SUBJ = TO LEGAL AMMOL I CLIENT, USA STEEL 6iT. 13 DWG. ND SK-3 RE'
SIDEWALL HEADER OPTIONS
TS HEADER (TYP.)
3-12
3-12
HEADER DETAIL FOR 10'-0- < LENGTHS i 16'-0'
SCALE: NTS
TS HEADER (TYP,)
F,_I_EAr RED DETA�ILw1r0;,U
ENDWALL HEADER OPTIONS
TS HEADER (TYP.)
3-12
3-12
HEADER DETAIL FOR 13'-0' < LENGTHS i 20'-0-
SCALE: NTS
TS HEADER (TYP.)
HEADER DETAIL S 13'-0'
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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1 mm &lm
♦ P• •.•
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No 57170
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JAN 0 5 2022
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x16'-0" SP ENCLOSED STRI
ND 162=/
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