HomeMy WebLinkAboutT B S ENGINEERING ENGINEERING PAPERWORKRECEIVED
AUG 2 8 119
ST. Lude County, Permitting
TUBULAR. 13UIL611y a
SYSTEM,5' to
STRUCTURAL DESIGN
ENCLOSED BUILDING
EXPOSURE E
la'Jtl'iXIMCJM 30'-099WIDE X 2��'Yi+Rr�M
0'-079 E'1-gyJ-[y` pHEIGHT- BOX EAW E
F AND BOW FRAME
18 December 2017
Revision 4
M&A Project No.16022S/17300S
Prepared for:
Tubular Building Systems, LLC
631 SE Industrial Circle
Lake City, Florida 32025
Prepared by:
h
COPS'
()'FOR
PLIANCE
wry —
ST, LUCIE COUNTY
Moore and Associates Engineering and Consulting, Inc. gOCC
1009 East Avenue
North Augusta, SC 29841
401 S. Main Street, Suite 200
Mount Airy, NC 27030
MOORE AND ASSOCIATES
ENUtNtrRINO ANC) CONSULTIVE
t
Florida Product Approval Codes
Roll -Up Doors:
Janus International Corporation Model 750: 21450.8
Walk -In Door:
Elixir Door & Metal Company blank (no window): 17996.5
Window:
Kinro 993.7 EXP 10/19/21
Roof Deck:
Capital Metal Supply Inc. Ag Panel: 20147.1
Wall Panel:
Capital Metal Supply Inc. Ag Panel: 20148.1
EXP 12/31/2019
EXP 9/14/2020
EXP 07/20/2020
EXP 07/20/2020
If you have any questions on concern, please contact Donald Little at
386-961-0006 or at tubularbuildingsystems@gmail.com.
S.�0''%
..,
.�P,. �� G E N SF •.; 9�i.�,
..
No 57170
S
PR152011
ITATE
OF :WW
NA1.��;.``•
MOORE AND ASSOCIATES
DRAVN BY. LT
TUBULAR BUILD YSTEMS
ENGINEERING AND CONSULTING, INC.
CHECKED BY. PON
30'-0"x20W' ENCLOSED BUILDING EXP. B
PE SEAL COVER SHEET
PROJECT Mm VSN
DATE. 12-18-17
SCALE. NTS 16o22S�I173005
THIS DOCUMENT IS THE PRDPERTT W 14002E AND ASSOCIATES ENGINEERING AND
ENTEISUiTRIICCTEYZPRO
THITDOCI IBBITED ANO ]WqINGENONTTARE1PON HAY
BE SUWECT TO LEGAL ACTIIX
T. 1
DVEi ND SK-3 Va 4
CLIENT, TBS
k
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
5
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX EAVE RAFTER)
SHEET
6A
TYPICAL RAFTER COLUMN CONNECTION DETAILS (LACED COLUMN)
SHEET
6B
TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN)
SHEET
6C
TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN)
SHEET
7
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOW RAFTER)
SHEET
BA
TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN)
SHEET
8B
TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN)
SHEET
9A
BASE RAIL ANCHORAGE ❑PTIONS
SHEET
9B
❑PTIONAL FOUNDATION ANCHORAGE
SHEET
10
TYPICAL END WALL AND SIDE WALL ❑PENING FRAMING SECTIONS
(BOX EAVE RAFTER)
SHEET
11
TYPICAL END WALL AND SIDE WALL ❑PENING FRAMING SECTIONS (BOW RAFTER)
SHEET
12
WALL OPENING DETAILS
SHEET
13
LEAN-TO ❑PTIONS (BOX EAVE RAFTER)
SHEET
14
LEAN-TO ❑PTIONS (BOW RAFTER)
SHEET
15
VERTICAL ROOF/SIDING ❑PTION END AND SIDE 'ELEVATION AND SECTION
SHEET
16
❑PTIONAL DOOR HEADER
MOORE AND ASSOCIATES I DRAWN By, LT TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. CHECKED BY, PDH 30Wx20o 0" ENCLOSED BUILDING EXp. B
a JDW& ND SK-3 �EWJ 4
INSTALLATION NOTES AND SPECIFICATIONS
1. DESIGN 1S FOR A MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT ENCLOSED STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) GTH EDITION, 2012 INTERNATIONAL BUILDING CODE (IBC),
AND 2015 IBC.
3. DESIGN LOADS ARE AS FOLLOWS,
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 10 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH) MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET.
5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH)- MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET.
6. LOW HAZARD RISK CATEGORY I (WIND),
7. WIND EXPOSURE CATEGORY B.
8. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' — 14 GAUGE TUBE STEEL (TS) FRAMING
MEMBERS. FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTED).
9. AVERAGE FASTENER SPACING ON —CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = 6', (MAX.)
10. FASTENERS CONSIST OF 012-14x3/4' 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' (112 PITCH) OR LESS
SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY.
11. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES.
12. GROUND ANCHORS (SOIL NAILS) CONSIST OF B4 REBAR W/WEL➢ED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE USED FOR LOW
( S 109 MPH NOMINAL) WIND SPEEDS ONLY. OP710MAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USE IN UNSUITABLE
SOILS AS NOTED.
13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND MUST BE USED FOR HIGH WIN➢ SPEEDS.
14, WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE -
SOIL SITE'CLASS = ➢
RISK CATEGORY I/II/III
R= 3.25 IE= 1.0
S"= 1.522 V= C'w
Sop 0.839
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TUBULAR BUILDING SYSTEMS
30'-0"x2OW' ENCLOSED BUILDING ENP. B
JOB
NW SK-3 FEV, 4
❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING
R➢LL-UP DOOR
(AS APPLICABLE) SWINGING DOOR
➢ESILN PRESSURE (AS APPLICABLE)
LOW = (IBS PSG. -IDA PSF) ➢ESIGN PRESSURE
HIGH (27.95 PSF, -30.7 PSF) LI" 20.B PSF, -22A PSF>
HIGH = (3135 PSF, -34.15 PSG)
6'
-- MAXIMUM RAFTER SPAN (V)
)FLASHING
TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALE. NTS
BOW FRAME RAFTER
ENCLOSED BUILDING
ROLL -UP DOM
(AS APPLICABLE) -
rSWINGING DOOR
DESIGN PRESSURE
APPLICABLE)
LOW • [1B5 PSF, -%4 PSF)
DE
DESIGN PRESSURE
HIGH • (27.95 PSF, -30d PSF)
LOW = (EBB PSF, -22.6 PSF)
�'—
HIGH - (31AS PSF. -34.15 PSF)
TYPICAL END ELEVATION
SCALE, NTS
TYPICAL SIDE ELEVATION
SCALE. NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
6'
WINDOW (AS APPLICABLE)
LPRESSURE
LOW OV - (218 PSF, -23.6 PSF)
H[GH • 13285 PSF, -35.6 PSF)
LENGTH VARIES DEPENDING -ON NUMBER AND
SPPCINGOFOF RAFTERS
TYPICAL SIDE ELEVATION -HORIZONTAL ROOF
SCALE: NTS
��t�yNE S= O''a
*:' 0 57170 L
R 5 2019?¢
TATE OF , <4
2Qi <
c� O R 10 P GN��
TUBULAR BUILDING SYSTEMS
30'-0"x20W" ENCLOSED BUILDING EXP. B
29 GA. GALVANIZED METAL ROOF AND
PANELS FASTENED TO RAFTERS AND f
24' IB GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
Y12-14x3/4' S➢F'S AT
EACH END (B PER BRACE)
29 CA GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS i
24' IS GA (1-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
112-14v3/4' SDF'S AT
EACH END (S PER BRACE)
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
RrAi r.. NTR Crel r, NTc
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SEC
SCALE' NTS SCALE, NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TUBULAR BUILDING SYSTEMS
30W x20W' ENCLOSED BUILDING ENP. B
IS ROOF RAFTER
3/IH^\ CONNECTOR
."T SLEEVE TO
3/16 VVV_ RAFTER (TYP)
co
6'
3/16
lYP
S.
1 �
i
i
S CHORD
IS COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 16'-0- < TO < 20'-0'
SCALE: NTS
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
GA U-CHANNEL BRACE
IS COLIMN
HNIHUM 6' LONG,
MINMUM IS GA. TS
NIPPLE. SECURE
WITH (O
B12-14x3/4' SDF•S - - 3'H W
3/l6 SL
BA
IS RINUpUi 4 8
BASEE RAIL
RAFTER COLUMN/BASE RAIL
CONNECTION DETAIL
L" SCALE: NTS
TUBULAR BUILDING SYSTEMS
30'-0" x20W' ENCLOSED BUILDING EXP. B
DATE. 1 -18-17 SCALEv NTS 1G022S/I73WS
7. 6A OVG. ND SK-3 6EV, 4
q
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 14'-0- < TO < 16'-0-
i SCALES NTS
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
RAFTER COLUMN/BASE RAIL
/ `CONNECTION DETAIL
SCALE- NTS
-3
170
5 201
OF .
TUBULAR BUILDING SYSTEMS
X-0"x20'-0" ENCLOSED BUILDING EXP. B
NM SK-3
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
;A FOR HEIGHTS 10'-0' < T❑ < 14'-0'
SCALE, NTS
COLUMN
SLEEVE
SASE RAIL
/ 3/I6
SDF'S
RAFTER COLUMN/BASE RAIL
1got!
NECTION DETAIL
1- SCALES NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TS ROOF
CONNECTOR 3/I6
SLEEVE 2
TO RAFTER 3/16
i
HININIM 6' LONG•-
HINIMUH IS CAN
TS NIPPLE. SECURE
POST TO NIPPLE
VITH f0
ZIR-I4x3/4• SDF•S
GA.. U-CHANNEL. BRACE
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS < 10'-0'
1 u SCALES NTS
BRACE SECTION
SCALE. NTS
TUBULAR BUILDING SYSTEMS
30'-0'k20W' ENCLOSED BUILDING EXP.B
tsozzsn7al
NM
SK-3 V.,
29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS I
a
Q)
24' IB 6A U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
912-14x3/4' SDF'S AT
EACH END (B PER BRACE)
29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
24' IS GA. V-CHANNEL
BRACE FASTENED TO
RAFTER WITH (41
412-14x3/4' SOPS AT
EACH ENO (B PER BRACE)
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE. NTS SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MA%IMIM
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE. NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TUBULAR BUILDING SYSTEMS
30'4 x20' 0" ENCLOSED BUILDING EXP. B
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS W-0- < TO < 16'-0'
i SCALE: NTS
BRACE
C12-14s3/4'
2 1/2' END [B PER
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
DOUBLE COLUMN
:aF
CRAFTER COLUMN/BASE RAIL
ONNECTION DETAIL
E" SCALE. NTS
TUBULAR BUILDING SYSTEMS
30'4'x20'-0" ENCLOSED BUILDING EXP. B
NU
ND SK-3
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 10'-0' C TO C W-0'
SCALE NTS
COLIMN
SLEEVE TO 3/I6
BASE RAIL 3/36
SDF'S
RAFTER COLUMN/BASE RAIL
,CONNECTION DETAIL
- SCALE, NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BOX EAVE RAFTER COLUMN
�\ CONNECTION DETAIL
B L FOR HEIGHTS <_ 10'-0'
SCALE: NTS
2 1/2'
BRACE SECTION
SCALE! NTS
TUBULAR BUILDING SYSTEMS
30'-0"x2T-0" ENCLOSED BUILDING EXP. B
8B
4
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
F—WVF OR FIBERGLASS /�eu�Timv IiwoYm 3ege� )ePANSION
6• OF
4 /
MINIMUM 3 1/4— -
EMBEDMENT —
TYPJ-
__
MONOLITHIC CONCRETE ROOTING
C3000PSI MIN) REINFORCED WITH j-j—
VITH (2) 04's CONTINUOUS I
CONCRETE MONOLITHIC SLAB
/ \BASE RAIL ANCHORAGE
SCALES N7S
(MINIMUM ANCHOR EDGE DISTANCE IS 4')
COORDINATE WITH LOCAL CODES/ORD.
GENERAL NOTES
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 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH DR EXPOSED TO
THE EARTH OR WEATHER, AND 1/2 INCHES ELSEWHERE. _
REINFORCING 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 DIAMETERS.
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, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT.
2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. FOR ME➢IUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT.
4, FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50
INCH 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 INCH EMBEDMENT.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
2'
BOLT
.._. _ .__
IS CONTIMOUs
BASE RAIL
HELIX EYE ANCHOR
(SEE NOTES BELOW)
J4 1GROUND BASE HELIX ANCHORAGE
SCALES NTS (CAN BE USED FOR ASPHALT)
TUBULAR BUILDING SYSTEMS
30'-0"x2W-O" ENCLOSED BUILDING EXP. B
MY
9A
OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED
RAIL
WWF OR FIBERGLASS
FIBERS
Al 11 I__ GRADE
-
MINIMUM 6' -
EMBEDMENT - ~C
RVPA
CONCRETE MONOLITHIC.SLAB
/ SASE RAIL ANCHORAGE
SCALES NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
. COORDINATE WITH LOCAL CODES/ORD.
GENERAL NOTES
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 AC1-318�
3 INCHES 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 INCHES ELSEWHERE.
REINFORCING 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 DIAMETERS.
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT.
:ETE
ANCHOR ROD THROUGH BASE
RAIL DETAIL
11' SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
CONCRETE MONOLITHIC SLAB
( eta \ BASE RAIL ANCHORAGE
u SCALE: NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2'>
x COORDINATE WITH LOCAL CODES/ORD.
S.
57170
[ri 5
IE OF
R1Q'
TUBULAR BUILDING SYSTEMS
30'-0'k20W' ENCLOSED BUILDING EXP. B
9B IDWC, Mb SK-3 ]REV, 4
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE: NTS
TYPICAL BOX EAVE RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
SEE NOTES
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
INDON,
NO
ALSO
END
TUBULAR BUILDING SYSTEMS
30'-0" x20' 0" ENCLOSED BUILDING EXP. B
ND SK-3
BOW RAFTER END WALL AND SIDE WALL OPENINGS
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE. NTS
TYPICAL BOX EAVE RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE- NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE, NTS
VIND➢W
AND
(T su
" END
S.
Nr 7170
152Wk:
OF
TUBULAR BUILDING SYSTEMS
30'4 x20' 0" ENCLOSED BUILDING E Q. B
Km
1
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
IS RAFTER
IS COLUMN (CORNER) IS WLUMN
MINIMUM 6- LONG, MINIMUM ON END COLUMN
15 GA., IS NIPPLE. SECURE 2'x2'x2' 16 GA ANGLE
'r WITH (4) B12-14x3/4' SDF'S CLIP SECURE TO COLUMN
AND EITHER TOP OF
2'x2'x2' 16 GA, CLIP ANGLE HEA➢ER, OR BOTTOM OF
16 G14 ANGLE NPPLE Tp ]/16 SECURE TO RAFTER COLUMN WINDOW RAIL WITH
CLIAND BASE RAIL ER C 8I2-14x]/4- SDF'S
AND SECURE TO COLUMN BASE RAIL 3/16
AND RAFTER VITH 812-14x3/a' SDF'S
812-14x3/4' SDF'S 2 ON -
TOP AND 2 ON SIDE e
_ _ ___ _ _
IS END COLUMN - - ` — WI HEA➢ER OR
'- '--_' _ - - "' WINDOW RAIL
IS CONTINUOUS BASE RAIL HEADER OR WINDOW
END COLUMN/RAFTER END COLUMN/BASE RAIL RAIL TO COLUMN
4 CONNECTION DETAIL CONNECTION DETAIL ( CONNECTION DETAIL
SCALE. NTS 5 SCALES NTS 6 SCALE: NTS
TS TRUSSED RAFTER CHORD,
DR HEADER
3/16 NIPPLE TO
- 39d 3/16 HEADER IS COLUMN
NIPPLE TO 3/16
2'x2'x2. 16 CA. ANGLE HEADER •,T/16 _ MINIMUM 6' LONG,
CLIP SECURE i0 COLUMN _ 1 _..__ __ _ MINIMUM IS SCk,ECURE
TS
TS END COLUMN (EACH SIDD> AND NIPPLE. SENRE
OR DOOR WINDOW RAFTER CMpR➢/RAIL __ __ _ _ _ #WITH12- (4)
FRAME POST 2 ON BOTTOM
SDF'S p12-14a3/4• SDF'S
2 ON BOTTOM AND 2 ON 0 q
SIDE MINIMUM 6• Gk.LDNO.I ---.� --�.
NOTE: AT ROLL -UP DOOR NIPPLE.NIMUM E URE IS
IS HEADER, BASE OPENINGS. POST SHOULp NIPPLE. SECURE EACH _ _._
RAIL, OR WIG, WITH f4) 812-14x3H•
BE PLUSH WITH RAIL �'i- SDCS
RAIL END. CLIP POST TO IS COLUMN
3-12 \-TIS DOUBLE HEADER
RAIL ONLY ON SIDE 3_I2
___. .. ... GPPESITE THE OPENING.
COLUMN TO HEADER, COLUMN/DOUBLE HEADER
BASE RAIL, OR DOUBLE HEADER/COLUMN 9 CONNECTION DETAIL
WINDOW RAIL g CONNECTION DETAIL SCALE: NTS
SCALE NTS
7 CONNECTION DETAIL
SCALE: NTS
S COLUMN
MINIMUM 6' LONG,
E TO 3/16
MINIMUM 15 G0.. IS
RAIL 3A5
NIPPLE. SECURE EACH
WITH co 412-14,3/4'
SDF'S
TS CONTINUOUS
- - - -- BASE RAIL
COLUMN/BASE RAIL
1
CONNECTION DETAIL
10
SCALE, NTS
S.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
57170
i 1�1�
rE OF . �4
P•?%
TUBULAR BUILDING SYSTEMS
30'-0"x20W' ENCLOSED BUILDING EXP. B
12 .. N6 SK-3 8Ew 1
ROOF EXTENSION MAIN STRUCTURE STANDARD
OPTION
LEAN-TO OPTION
3 2 2 3 2 2 3 2 2
9 6 B 9 6 B 9 6 8
14�
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE. NTS
MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TO IS 16'-0'.
TS BOX EAVE RAFTER—
NIPPLE TG " . /
RAFTER 3/l6 I
12' LONG ISC 1E GA
NIPPLE. SECURE SECURE WITH
COLUMN TO NIPPLE (4) DI2-14x3H' SDF'S
WITH [4) (EACH END)
912-14.3/4' SDF'S
6 e
IB GA U-CHANNEL BRACE(
MINIMUM 6' LONG,-/
MINIMUM Is GA. TS
NPPLE. SECURE
COLUMN TO NIPPLE
WITH (4) 912-14x3/4'
SDF'S
IS COLUVNJ 14
SIDE EXTENSION RAFTER/COLUMN DETAIL
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
2'x2'x2. 16 GA. ANGLE CLIP
SECURE TO COLUMN AND
RAFTER WITH 012-14x3/4'
S➢ 'S 2 ON TOP AND 2 ON
BOTTOM
TS RAFTER
S CDWMN
LEAN-TO RAFTER TO RAFTER
12 COLUMN CONNECTION DETAIL
SCALE, NTS
TUBULAR BUILDING SYSTEMS
30'-0"x2OW' ENCLOSED BUILDING EXP. B
13 OV4 N4 SK-3
BOW RAFTER LEAN-TO OPTIONS
OF SINGLE MEMBER RAFTER LEAN-T❑ IS 16'-0'.
1SIDE EXTENSION RAFTER/COLUMN DETAIL
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TUBULAR BUILDING SYSTEMS
30'-O"x2O'-O" ENCLOSED BUILDING EXP. B
ND SK-3
BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION
TYPICAL END ELEVATION
VERTICAL ROOF/SIDING OPTION
SCALE: NTS
i '�!+ t,II
i
G'
� i�,3
1, f11jn;I
I!' "' ' 'nr I 1 v u;
1 I� ti ,1„ ! i 1p �!
,
TYPICAL SIDE ELEVATION
VERTICAL ROOF/SIDING OPTION
SCALE. NTS
NEL
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SECTION VERTICAL
RDOF/SIDING ❑PTION
SCALE. NTS
TYPICAL FRAMING SECTION
VERTICAL ROOF/SIDING OPTION
SCALE: NTS
TUBULAR BUILDING SYSTEMS
30'-0"x2OW' ENCLOSED BUILDING EXP. B
OPTIONAL DOOR HEADER
2 1/2x2 1/2-14 GA.
(TYP.)
2 1/2x2 1/2-14 GA.
2 1/2x2 1/2-14 GA. (TYP.)
i
P-8' D.C. (TYP.)
m
N
3/16
- - 3/16 - TYP 3/16 TYP
3/16
HEADER 'DETAIL FOR DOOR
OPENINGS 12'-0' < LENGTH < 15'-0'
SCALE, NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
HEADER DETAIL FOR DOOR
❑PENINGS LENGTH < 12'-0'
SCALE: NTS
TUBULAR BUILDING SYSTEMS
30'-0"x2O'-O" ENCLOSED BUILDING M. B
JOB ND
12- B-17 SCALE- NTS 16022S/17300S
16 DVG NO SK-3 Eve 4