HomeMy WebLinkAboutmetal building product approvalSTRUCTURAL DESIGN
ENCLOSED BUILDING
EXPOSURE B
MAXIMUM 309-0" WIDE X 209-0" EAVE HEIGHT- BOX EAVE
FRAME 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:
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
,```,�1E 1 S. �1O
401 S. Main Street, Suite 200
Mount Airy,
`�.��P'�•.\ C'E N S ' 0
•'�, F ••
NC 27030
No 57170
Digitally signed
- * : •: * =
by Wayne S
Moore
;-33 STATE OF :�,: IIJ
Date:
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P.�
00 .104'00'
MOOR
O ASOOCIAT SENGIN
S'ONAL��.,`,��
10.01
ERIN
��111111111\♦
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
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No 57170
�r�
�� •• STATE OF ' I/ `
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rriir,l
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORE AND ASSOCIATES
DRAVN BYr LT
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
CHECKED BY- PDH
ENGINEERING AND CONSULTING, INC.
PE SEAL COVER SHEET
PROJECT rlGltr VSM
DATE, 12-18—,7
SCALES NTS
AB ND
S
TFGS Ir,C1Ert]iT 1S TFE PRlpER1Y tF rtOiE Arlo ASStlCIATES E7lG4FERI1IG AKO
CMCLLTM TW LRMUTTER= F9371MUCTION, 0011YM OR QTHUMSC JAE OF
CLIENT, TBS
ISHT. 1
VG. ND SK-3 ¢ 4
TMI DOMNDff ,S STRMY PlMURTTED NO ANY i IUNGEM111M TFERELrw MAY
X SUNJOCT TO UEGAL ACTION.
DRAWING INDEX
SHEET
1
PE SEAL
COVER SHEET
SHEET
2
DRAWING
INDEX
SHEET
3
INSTALLATI❑N
NOTES AND SPECIFICATI❑NS
SHEET
4
TYPICAL
SIDE AND END ELEVATI❑NS
SHEET
5
TYPICAL
RAFTER COLUMN END AND SIDE FRAMING SECTI❑NS (BOX EAVE RAFTER)
SHEET
SA
TYPICAL
RAFTER COLUMN C❑NNECTI❑N DETAILS (LACED COLUMN)
SHEET
eB
TYPICAL
RAFTER COLUMN C❑NNECTI❑N DETAILS (DOUBLE COLUMN)
SHEET
SC
TYPICAL
RAFTER COLUMN C❑NNECTI❑N DETAILS (SINGLE COLUMN)
SHEET
7
TYPICAL
RAFTER COLUMN END AND SIDE FRAMING SECTI❑NS (BOW RAFTER)
SHEET
8A
TYPICAL
RAFTER COLUMN C❑NNECTI❑N DETAILS (DOUBLE COLUMN)
SHEET
813
TYPICAL
RAFTER COLUMN C❑NNECTI❑N DETAILS (SINGLE COLUMN)
SHEET
9A
BASE RAIL
ANCHORAGE ❑PTI❑NS
SHEET
9B
❑PTI❑NAL
F❑UNDATI❑N ANCHORAGE
SHEET
10
TYPICAL
END WALL AND SIDE WALL ❑PENING FRAMING SECTI❑NS
(B❑X EAVE RAFTER)
SHEET
11
TYPICAL
END WALL AND SIDE WALL ❑PENING FRAMING SECTI❑NS (BOW RAFTER)
SHEET
12
WALL ❑PENING DETAILS
SHEET
13
LEAN-TO
❑PTI❑NS (BOX EAVE RAFTER)
SHEET
14
LEAN-T❑
❑PTI❑NS (BOW RAFTER)
SHEET
15
VERTICAL
R❑❑F/SIDING ❑PTI❑N END AND SIDE ELEVATI❑N AND SECTI❑N
SHEET
I
❑PTI❑NAL
DOOR HEADER
.%�, . . S MHO ��4'
%• No 57170
' STATE OF JZ
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORE AND ASSOCIATES I MAVN Bn LT TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. 1cwcKa BY. PBH 30'-0"x20'-0° ENCLOSED BUILDING EXP. B
JOB 10
Has nommiaff is THE PRwmTy IF Room va ASSOICIATES Inc AND tPROJE.CT NM WSN DATE, 12-18-17 SCALE, KTS 16022S/173005
Ml.SI1LTDa THE UNAU7? D REPRamc IQ , cIpywa aR OiIERVISE USE IIf
nas L13CUIEHr IS STRICTLY PROMIFFEA AM AWY DFIMMENT T1EMrl3N IIAY
IE SUBJWt TO LEGAL ACT]DL i T11S SHT. 2 VG. M SK-3 EV.= 4
INSTALLATION NOTES AND SPECIFICATIONS
1 DESIGN IS 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) 6TH EDITION, 2612 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 = 50 FEET
5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH) MAXIMUM RAFTER/POST AND END POST
SPACING = 40 FEET
6. LOW HAZARD RISK CATEGORY I (WIND)
7 WIND EXPOSURE CATEGORY B
8. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 112' 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-CENTEP.S ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = 6', (MAX)
10 FASTENERS CONSIST OF #12-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS
SPECIFICATI➢NS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (312 PITCH) OR LESS
SPACING REQUIREMENTS FOR EITHER ROOF HEIGHTS AND/OR SLOPES MAY VARY,
11 GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6" ❑F EACH RAFTER. COLUMN ALONG SIDES
12 GROUND ANCHORS (SOIL NAILS) CONSIST ❑F #4 REBAR W/WELDED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE USED FOR LOW
( 108 MPH NOMINAL) WIND SPEEDS ONLY, ❑PTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USE IN UNSUITABLE
SOILS AS NOTED
13 ❑PTIONAL BASE RAIL ANCHORAGE MAY BE USED FOP. LOW AND MUST BE USED FOP, HIGH WIND SPEEDS
14, WIND FORCES GOVERN OVER SEISMIC FORCES, SEISMIC PARAMETERS ANALYZED ARE
SOIL SITE CLASS = D
RISK CATEGORY I/II/III
R- 3.25 IE= 10
SDS= 1.522 V= CSW
Sol= 0 839
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
CONSILTIM IfE UKVJnCr4=
THIS LOCUMM IS S710mY P
X StOLECT TG LEGAL ACTEX
ff
MAY
S.
1 MOO
GENS
No 57170
rr
�� •• STATE OF ' I/ `
;Q
rrIIr11
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x2O'-O" ENCLOSED BUILDING EXP. B
JOB NO
-1817 SCALE, NTS 160 /17300
3 WC% NOr SK-3 EV.1 4
BOX EAVE FRAME RAFTER ENCLOSED BUILDING
POLL -UP DOER
(AS APPLICABLE) DEEP
DESIGN PRESSURE CAS APPLICABLE
LOW = 1185 PSF, -20.4 PSF, DES ION LOW = PRE8 PSF, -226 PSF)SUPE
IC = (2795 PC,F, -30,7 PSF)(20 - F
HIGH = (3135 PSF, -3415 PSF)
MAXIMUM RAFTER SPAN (W) J
TYPICAL END ELEVATI❑N-H❑RIZ❑NTAL ROOF
BOW FRAME RAFTER
ENCLOSED BUILDING
ROLL -UP DOOR
(AS APPLICABLE)
— SWINGING DOOR
DESIGN PRESSURE
(AS APPLICABLE
LOW = (185 PSF, -204 PSF)
DESIGN PRESCOPE
HIGH = (27.95 PSF, -307 PSF)
.
`
LOW = (208PSF, -226 PSF)
HIGH = (31.35 PSF, -3415 PSF)
—FiAV41k,
MA'+]r'HK ?PFTEF ,PAN •.W
TYPICAL END ELEVATION
SCALE: NT,
WINBCW (AS AFFLICABLE
DESICN PRESSURE
LOW = (218 PSF, -236 FSF)
FIGH = 13285 PcF -356 P--F)
TYPICAL SIDE ELEVATION
SCALE NITS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
DO =I. MY IS IFE PROPERTY OF MW NO MSOCL M Ek1Md3W G AMO
WINDOW (AS APPLICABLE,
DESIGN PRESSURE
LOW = (218 PSF, -236 P-F)
HIGH = Q285 P'F, -35.6 PSF,
LENGTH VARIES DEPENDING ON NUMBER AND
L.'.. ' -P TEP.S
TYPICAL SIDE ELEVATI❑N-H❑RIZ❑NTAL ROOF
SCALE NITS
+S�,M11111
0
E v
I
No 571 70
Ste'. STATE OF
OR
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
DRAWN BY, LT TUBULAR BUILDING SYSTEMS
30'-0"x2O'-0" ENCLOSED BUILDING EXP. B
CHECKED BYr PDH
AB NO
. 4 JDWQ NOr SK. 4 SK-3�EW,+ 44
29 GA GALVANIZED METAL ROOF AND WAL1.
PANELS FASTENED TO RAFTERS AND POSTS
�3
24- 18 GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
Il #12-14 x3/4' SDF'S AT
EACH END (8 PER BRACE)
u
I �
v
f Rr
:'•0'
, 1{NIyM RAFT`
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: Ni
29 GA GALVANIZED METAL P.00F AND :-
PANELS FASTENED TO RAFTERS AND POSTS
- 24' 18 GA U-CHANNEL
BRACE FASTENED TO
litl RAFTER WITH (4)
412-14x 3/4' SDF'S AT
EACH END (8 PER BRACE)
z
I
0
i
r 7 s
29 GA GALVANIZED METAL ROOF AND WALL
PANELS FASTENED TO RAFTERS AND POSTS
�24' 18 GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
612-14 x 3/4' SDF'S AT
EACH END (8 PER BRACE)
30-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SEECTION
SCALE; NITS SEE NOTES
(SHEET 3)
FOR MAXIMUM
LENGTH =a DEPENDING ON NUMBER AND 1
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCAB
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
603WI UCTM, COPYM, Ot CM
*U3= NO Mil' DFRU9339M
No 571 70
Ste'. STATE OF
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies-
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB ND
— 7 r NTS
5 WCti M SK-3 d 4
10
TS COLUMN -
TS ROOF RAFTER.
3/16 'FP101E: TOO
SLEEVE TO
3/16 RAFTER CTYPJ
r�
l
_MINIMUM 6' LONG, MINIMUM
15 GATS NIPPLE. SECURE
Y PO , ST TO NIPPLE WITH (4)
qi #12-14:<3/4" SDF'S
3/16
ivp
3/16
I
r,
43•
SECURE WITH
(4) 1112-14r3/4'
SDF'S (EACH END)
-)E GA U-CHANNEL BRACE
TS COLUMN
MINIMUM 6'
MINIMUM IS GA,.T•5
NIPPLE SECURE
WITH (4)
#12-14s3/4' SDF'S
.p
i �'i
3/16
—TS CHORD
I
-'•
SLEEVE TO
RAIL
TS CONTIT¢tn4 -..
I I
BASE RAIL
� R� w1
Ilf I I III
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
1 FOR HEIGHTS 16'-0- < TO ! 20'-0-
1
CA U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF BEAM, WITH (4)
#12-14x3/4' SDF'S AT EACH
2 1/2, _ END (B PER BRACE:
BRACE SECTION
SC
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TFDS D0:1M f U 7W PROPERTY Or N M AND ASSOMM EPIaM M AND
COrS1LT m 7w 1RIM naam REPROIU nX COPYM Ot QitEMK USE O'
THU DOCUENT IS STRWTLY PROOIITED AND ANY DFRDIG MDif THEREtPM NAY
E SIO= M LEGAL ACTmi
No 57170
- STATE OF
111111111111100
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies -
DRAWN BY, LT TUBULAR BUILDING SYSTEMS
30'-0"x2O'—O" ENCLOSED BUILDING EXP. B
CHECKED We PDH
AB NOr
6A `OWC, ND SK-3 PEV.1 4
SECURE WITH
(4) #12-14x3/9" '
SDF'S (EACH END)
TS RnnF RAFTFF'_
CONNECTOR 3/16
SLEEVE
TO RAFTER 3/16
(TYP.)
MINIMUM 6' LONG, —
MINIMUM 15 GA
TS NIPPLE. SECURE
POST TO NIPPLE
WITH (4)
012-14.x3/4' SDF'S
18 GA. U-CHANNEL BRACE
1.
3-12
3-12 TS DOUBLE COLUMN
t,-
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 14'-0' < TO �, 16'-0-
SCALE
N
GA U-CHANNEL BRACE
ASTENED TO THE COLUMN
AND REEF BEAM, WITH (4)
#12-14-3/4' S➢F'S AT EACH
2 1/2" END (8 PER BRACE)
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
NO tiS=rAMS
3-12 �i$ DOUBLE COLUMN
3-12 r•�. MINIMUM 6' LONG,
CONNECTOR SLEEVE
MINIMUM 15 GA,
SLEEVE TO 3/16 SECURE WITH SDF'S
BASE RAIL _ N12-19 x3/4" SDF'S
TS CONTINUOUS
BASE RAIL
i—
I-
RAFTER COLUMN/BASE RAIL
r 2 CONNECTION DETAIL
j J
Ns 1 S.
UOO',',
No 57170
e
STATE OF &J
A` E.�.
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB 10
EI 12- 8-17 SCALD NTS 173MS
6H Cs ND SK-3 EW 4
SECURE WITH—
(4) #12_LL'3/4'
SDF'S (EACH END)
TS ROOF PAFTEP
CONNECTOR 3/16
SLEEVE _
TO RAFTER 3/16 3 _
6'
MINIMUM 6' LONG, y:
MINIMUM 15 GA,
TS NIPPLE SECURE
POST TO NIPPLE
WITH (4)
#12-14x3/4' SDF'S
t;o
l
18 GA U-CHANNEL BRACE
TS COLUMN
3 3
—I, 2 1/4'x2 1/4-14 GA
in REINFURCING 6'-0' LONG (HW)
AND 5-0' LONG (LW)
SECURE WITH (10) H]2-14x3/4'
SDF'S
BOX EAVE RAFTER COLUMN
--- C❑NNECTI❑N DETAIL
A FOR HEIGHTS 10'-0' < TO S 14'-0'
f_TS COLUMN
I
MINIMUM 6' LONG,
SLEEVE TO 3/l6 CONNECTOR SLEEVE
BASE RAIL "' MINIMUM ]5 GA,
3/i6 SECURE WITH (4)
#12-14a3/4' S➢E'S
—TS CONTINUOUS
-� BASE RAIL
RAFTER COLUMN/BASE RAIL
2 C❑NNECTI❑N DETAIL
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS r=Mff IS TI£ PR FUM IF MW Alm LUTES EPM6 MM Alm
COISILnm 7M lUtAIRTOtom RFPR10mcn 6 cIPYM Q QTIf wm USE IF
THIS DOCUENT IS STRICTLY PRQ4urli Alm ANY DFnxill T TFERE M MY
x SIA = M LEGAL &mx
TS ROOF NATtEF
CONNECTOR 3/16��
SLEEVE 12 4
70 RAFTER 3/16 3 �t
9
ts,
— sEGuaE WITH
6, SDF'S (EACH END)
9 •:
MINIMUM 6'
MINIMUM 15 GA
TS NIPPLE SECURE 18 GA U-CHANNEL BRACE
POST TO NIPPLE
WITH (4)
012-14x3/4' SDF'S
10
TS COLUMN— .
B❑X EAVE RAFTER COLUMN
C❑NNECTI❑N DETAIL
1 B FOR HEIGHTS i 10'-0'
W
19 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF BEAM. WITH (4)
#12-14x3/4' S➢F'S AT EACH
2 1/21 END (8 PER BRACE)
BRACE SECTI❑N
D I.ALE: N I J
No 57170
'n • e•l z
STATE OF &J
j O •�. A"
ice, �s O R
-"fSj0NA` E %%
'11111This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB ra
. 6C 1 ND SK-3 ' 4
29 GA GALVANIZED METAL ROOF AND WALL -
PANELS FASTENED TO RAFTERS AND POSTS
24' 18 GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
0
12-14r 3/4' SDF'S AT
EACH END (8 PER BRACE)
Li
L:67-V PAL I
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE NTS
SEE NOTES
SHEET 3)
FOR MAXIMUM
LENGTH VARIES DEPENDING ON NUMBER AND
SPACING ❑F --.
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
nos aacu€ m is YFE PRi/'ERrY IF HIM& Alm AS=IAM EPIMIMME NO
C13OWTIM M kXhJn0M= M7EW, LWMQ, [R arFE MSE USE aF
TMS 1110 EN17 IS STRICTLY FRTIRMITED AND ANY i€"V✓WHENT TFEFOAM4 MAY
BE SUBJECT ra LEGAL ACTKPL
uI
29 GA GALVANIZED METAL RUDE AND WAIL1
PANELS FASTENED TO RAFTERS AND POSTS
— 24' 18 GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
N12-14x3/4' SDF'S AT
EACH END (8 PER 13P.ACE)
TYPICAL RAFTER/COLUMN END FRAME SECTION
S„A4OO,,,,
No 571 70
�e':
� 51 STATE OF ' I/ `
4 OR o �=%
O N Ai W.�.
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB Nlh
E- 12-18-17 SCALE, NTS 16022S/17300S
. 7 DWG6 NO SK-3 o 4
SECURE WITH
-
(4) K12-14,3/4'
y
SDF'S (EACH END)
1
TS BOW D Tt:R
y
3�
N❑ SCREWS —
REOUIRED IN_
BOW END
�y�fLl
p
,F�_ R•..
3-12
.—TS DOUBLE COLUMN
t
3-12
je
—MINIMUM 6' LONG,
CONNECTOR SLEEVE
MINIMUM 15 GA",
3/16
SECURE WITH
"-18 GA U-CHANNEL
BRACE
SLEEVE TO
q12-14x3/4' S➢F'S
DF'
BASE RAIL "3.16
•S
_
s.
MINIMUM 6' LONG,
MNIMUM 15 GA,
TS NIPPLE SECURE
¢
C
IS CONTINUOUS
BOW RAFTER AND
POST TO NIPPLE
)
BASE RAIL
WITH (4)
412-14.3/4' SDF'S
3-12
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
1 FOR HEIGHTS W-0' < TO S 16'-0'
N
IB GA U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RGOF BEAM, WITH (4)
N12-14r3/4' C AT EACH
2 1/2' END (B PER BRACE)
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
:TM1, UOPYBE, OR OTFERVM USE OF
NO ANY i7i119KElEHT TiEREW1311 MAY
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
SCALE: NTS
No 57170
er z
� 5a STATE OF • 1/ `
a P'�=%
O N Ai W.�.
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
J1IBND
Er 12-18-17 SCALE, NTS
SA 11)wCs. ND SK-3 ,, 4
SECURE WITH
(4) #12-14x3/4' '•.
SDF'S (EACH END) J�ty
TS BOW RA r-rEG—�� - ti
31 .
NO SCREWS— L
ED IN BOW E
BOW N➢
I
Js-
H
I•
I18 GA U-CHANNEL BRACE
- MINIMUM 6- LONG, MINIMUM 15 GA,
J TS NIPPLE SECURE BOW RAFTER
AND POST TO NIPPLE WITH (4)
#12-14.3/4' SDF'S
I
— TS COLUMN
3 3
x �
—TS 2 1/4',2 1/4-14 GA
n in REINFORCING G'-O' LONG (HW)
AND 5'-0' LONG (LW)
SECURE WITH (10) #12-14,�3/4
SDF'S
� JIII
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
i IA FOR HEIGHTS 10'-0- < TO � 14'-0'
SCALE
�TS COLUMN
MINIMUM 6' LONG,
SLEEVE T❑ _ - f CONNECTOR SLEEVE
EASE RAIL 3/16 MINIMUM 15 GA.
SECURE WITH (4)
#12-14.3/4' SDF'S
��TS CONTINUCUS
EASE RAIL
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TS BOW PA qP--
NO SCREWS—
REQUIRED IN
BOW END
.JS
r =t1:L Ft WITH
(4) R12-14.3/4'
_ SDF'S (EACH END)
1
i
Ir
I
—18 GA U-CHANNEL BRACE
.I
'
MINIMUM 6' LONG,—
M N MUM 15 GA,
TS NIPPLE SECURE
BOW RAFTER AND
POST TO NIPPLE
WITH (4)
#12-14x3/4' SDF'S
�I
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
B FOR HEIGHTS < 10'-0'
l SCALE NTS
— i
F�
'18 GA U-CHANNEL BRACE
FASTENED T❑ THE COLUMNF'
AND ROOF BEAM, WITH (4)
#12-14x3/4' S D S AT EACH
END (B PER BRACE)
BRACE SECTION.
SCALE NTS
````,-jNs 11S11 Un "t",
No 57170
'n • e1
STATE OF
j0 •. A"
'0�1,5,,O N A'11111` 'la �
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
.AB M
- 9-17 SCALE, NTS 160EE3/17a
9B DWa ND SK-3 EW 4
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
— VWF OR FIBERGLASS INSTALL I/2'x6 3/4' EXPANSION
FIBERS
ANCHOR THROUGH BASE RAIL
2' WASHERS -
-
WITHIN 6' OF EACH POST
5/8' DIAMETER HOLE
VARIES
TOP OF ASPHALT
..—DRILL
THROUGH THE BASE RAIL
AND
PAVEMENT OR
GROUND SURFACE
SECUP.E TO ANCHOR EYE
I/2' DIAMETER THROUGH
WITH
BOLT
fr-T
—1 j�I I, IE
IT
�
I I
I1 I, I = III
-_
.,
gRFFa
I- III_
IS
1.1-_i
- --1
III
MINIMUM 3 Ifq-- r
EMBP DMENT(TY=y.
*'
—j
BASE RAIL
Y
MONOLITHIC CONCRETE FOOTING
<3000 PSI MIN) REINFORCED
HELIX EYE •+
-- —
-
WITH (2) #4's CONTINUOUS
CONCRETE M❑NOLITHIC SLAB
BASE RAIL ANCHORAGE
1 SCALE NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 4')
� COORDINATE WITH LOCAL CODES/URD
GENERAL NOTES
CONCRETE,
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-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
G 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/UP. CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELUADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT
2 FOR CORAL USE MINIMUM (2; 4' HELICES WITH MINIMUM 3C INCH
EMBEDMENT.
3 FUR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2; 4' HELICES WITH
MINIMUM 3C INCH EMBEDMENT
4 FUR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2; 6' HELICES WITH MINIMUM 5C
INCH EMBEDMENT
55 FOR VERY LOSE TO MEDIUM EENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2: 8' HELICES
WITH MINIMUM 6C INCH EMBEDMENT
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
is TM
3 B GROUND BASE HELIX ANCHORAGE
SCALE NTS (CAN BE USED FOR ASPHALT)
'�NE S H MOO,,,,
IV
No 57170
• • tr ►
��•• STATE OF 'JJ:
j 0 %OR A
Q: •••��%
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB ID
El 12-1e- 17300S
9A VG. M SK-3 EW 4
OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED
—INSTALL IGH ANCHOR INSTALL 1/2'0 ASE RRI
ROD THROUGH BASE RAIL WWF UR ROD THROUGH BASE RAIL
WITHIN 6' D EACH FIBERGLASS WITHIN 6' D EACH
WWF OP. FIBERGLASS POST (SEE DETAIL 'C') FIBERS POST (SEE DETAIL 'C')
FIBERS (T'fP) � (TYP)
1 1/2' i
IIII GRADE
MINIMUM 0,'_-
EMBEDMENT -
(TYP) I —
• I I I�-
�.
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN) REINFORCED
WITH (2) N4's CONTINUOUS
- CONCRETE M❑NOLITHIC SLAB
IA BASE RAIL ANCHORAGE
SCALE NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
COORDINATE WITH LOCAL CODES/ORD
GENERAL NOTES
CONCRETEi
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS,
COVER OVER REINFORCING STEELi
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 OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 112 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 PROVIDEDi
1 REINFORCEMENT IS BENT COLD
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR IS NOT LESS THAN SIX -BAR EIAMETERS
3 REINFORCEMENT PARTIALLY EMBE➢LED IN CONCRETE SHALL NOT
BE FIELD BENT,
2'm 436
READED
C
T/CONCRETE
HEX NUT
ANCHOR ROD THROUGH BASE
IC RAIL N DETAIL
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
om
I
—�I j �
f
MINIMUM • — ..
EMBEDMENT a -I
(TYP) i
_ r
MONOLITHIC CONCRETE FOOTING'
J f
(3000 PSI MIN) REINFORCED
WITH (2) 04's CONTINUOUS y
CONCRETE MON❑LITHIC SLAB
�B BASE RAIL ANCHORAGE
- SCALE, NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
w COORDINATE WITH LOCAL CODES/OR➢,
No 57170
�t'z
STATE OF ' 'JJ `
;0% •��
R Op
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
J11B ND
EI 12-18-17 SCALD NTS 160
9B DW& NOI SK-3 EVa 4
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(SHEET 3)
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE NTS
.H 1�
SEE NOTES
(SHEET 3)
OR MAX IMUM
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTI❑N
SCALE NITS
SEE NOTES
(SHEET 3)
BOX
`
EAVE RAFTER/COLUMN
FUR MAXIMUM
ASSEMBLY
SPACING .
OPENING FOP
ROLL -UP
..
DOORWITH HEADER
- OPENING
SWINGING
'P
DOORffWINDOW
OPENING FOR WINDOW
WITH HEADER AND
RAIL (ALSO
o- MAXIMUM
l2
Ir_I2_
WITH"ER
APPLICABLE TO CND
WALLS)
TYPICAL BOX EAVE RAFTER SIDE
WALL ❑PENINGS FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
CINSULT1M nK U MffHD =
7M 110MO R IS S7R=MY PI
1E su3j T M LEGAL ACTIDi
FOR
DOOR
Ae 1 S. rMOO,,,'
No 57170
rr
�� •• STATE OF ' IJ/ `
.O•• w.
Si81 N AL
rriirll
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB M
Er — B-17 SCALEs NTS 16022S/17 S
. 10 DVQ M SK-3 EVr 4
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
i (SHEET 3)
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
EAVE RAFTER/COLUMN
ASSEMBLY
SPAt3HG
72
v ' Y
e 1
'FN[NG FOR
ROLL -UP
ULL C�.LCR H1.FOR
-0. MA?Itm N �-- OPENING !� WITHI HEADER AND WINDOW
SWINGING DOOP. .- WINDOW RAIL (ALSO
WITH APPLICDLE TO END
7
WALLS)
TYPICAL BOX EAVE RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE NTS
SEE NOTES
(SHEET 3)
FOR MAXIMU
.Pnr,146
ram, 77
I
+, tu.
OPENING FOR i
ROLL -UP
77
_ SWINGING DOOR.
WITH -
t _le
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
BYr PBH
`�NE S MO `O',',
No 57170
:xz
-:53' STATE OF ' I/
ID
AIN
.ssA'
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP B
AB ND
THLS DOCl/ETR IS STRICTLY P
K SULECT TO LEGAL ACTBri
.. [IDYG ND SK-3�E V.I 4ND SK-3�E V., 4
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
TS RAr`rCf?-
2',2'x2' 16 GA ANGLE
CLIP SECURE TO COLUMN
AND RAFTER WITH
#12-14:<3/4' SDF'S 2 ON
70P AND 2 ON SIDE
—TS EJD COLUMN
END COLUMN/RAFTER
CONNECTI❑N DETAIL
NIPPLE TO 3/16
BASE RAIL 3/16
IS COLUMN (CORNER)
MINIMUM 6' LONG, MINIMUM
15 GA, IS NIPPLE SECURE
WITH (4) #12-14x3/4' SDF'S
2'x2'x2' 16 GA CLIP ANGLE
SECURE TO RAFTER COLUMN
AND BASE RAIL W/(4)
412-14,3/4. SDF'S
- I
IS CONTINUOUS BASE RAIL
END COLUMN/BASE RAIL
CONNECTION DETAIL
. TRUSSED RAFTER CHORD,
OR HEADER
3-12
3/16
NIPPLE TO
4— —
3/16
_
HEADER
3 -12
' 16 GA ANGLE
CLIP SECURE TO COLUMN
_
OR DOOR WINDOW
(EACH SIDE) AND
RAFTER CHORD/RAIL
FRAME POST
WITH #]2-14r3/4' SDF'S
2 ON BOTTOM AND 2 ON
SIDE
kipa UM 6' LONG,
TS HEADER, BASE
NOTE AT ROLL -UP DOOR
OPENINGS, POST SHOULD
i
_
MINIMUM l5 GA, TS
NIPPLE SECURE EACH
WITH (4) q12-14 x3/4'
RAIL, 0R WINDOW
BE FLUSH WITH RAIL
_�'•
SDF'S
RAIL - END CLIP POST TO
a �„7 RAIL ONLY ON SIDE
TS COLUMN
OPPOSITE THE OPENING ,.•.
COLUMN TO HEADER,
.-- DOUBLE
HEADER/COLUMN
BASE RAIL, OR
CONNECTION DETAIL
8
WINDOW RAIL _I , NTS
7 CONNECTION DETAIL
TS COLUMN
11'\ MINIMUM 6' LUNG,
NIPPLE II,
MINIMUM 15 GA TS
BASE RAIL ,J�16
'r
NIPPLE SECURE EACH
•
WITH 14; #12-14x3/4'
SDF'S
`"' CCNTINUOUS
BASE FAIL
r--r- —
COLUMN/BASE RAIL
CONNECTI❑N DETAIL
1Q
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS MOMMU M TIE PRMPERTY IF HOOK Alm ASSIiC M EPMU t M MM
=S&M& 7K UWJ111011 D REPRLmUC11i CPYM OR Oi1mmx un ♦F
n= DOCU Dff M S RWMY PRIM NO MY VfMIMM TFfT1 M NAY
X SIMJECT M LEGAL ACT=
—IS COLUMN
�T OR END COLUMN
16 GA ANGLE
r CLIP SECURE TO COLUMN
AND EITHER TOP OF
HEADER, OR BOTTOM OF
WINDOW RAIL WITH
#12-14.3/4' SDF'S
r
�1
' TS HEADER OR
WINDOW RAIL
HEADER OR WINDOW
RAIL TO COLUMN
CONNECTION DETAIL
6
—TS COLUMN
NIPPLE i0
3/16
HEADER.
.-- MINIMUM 6' LONG,
I
MINIMUM IS GA, TS
NPPLE SECURE
I WITH (4)
#]2-14x3/4' SDF'S
1� i
3-12
DOUBLE HEADER
COLUMN/DOUBLE HEADER
9 CONNECTION DETAIL
,�Ns 1 lSl . UOO',',
I
No 57170
:e':
STATE OF
••. A"
.�� FS • p R
-'1Sj0NA'11111` E 0
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB ND
Ea 18-18-17 SCALE, NTS IU&MI7300S
1E DVG6 NOI SK-3 V.I 4
BOX EAVE RAFTER LEAN-TO OPTIONS
KUUh LXILNSIUN MAIN STRUCTURE STANDARD
0
PTD7N LEAN-TO OPTION
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 BGX EAVE RAFTER—, 1 -
NIPPLE Ili
C'•2'-[' 16 GA ANGLE CLIP
RAFTER 3/16
12' LONG TS 15 t3A —
,'
=�
,%41li. WITH
`.r
- l '" SECURERAFTER TU COLUMN AND
A/ RAFTER WITH #12-14x3/4'
J SDF'S 2 ON TOP AND 2 ON
NIPPLE SECURE
COLUMN TH NIPPLE
- (4) #12-14)3/4' SDF'S
END)
/ BOTTOM
I
WITH (4)
#12-14x3/4' SDF'S - .__
(EACH
W —TS RAFTER
GA U-CHANNEL BRACE
- '--
1 EXTENSION
yJ
-
RAFTER
MINIMUM 6' i--or[c,—'
,■
MINIMUM 15 6A, TS
NIPPLE. SECURE
LEAN—TO RAFTER TO RAFTER
COLUMN TO NIPPLE
WITH (4)a12-14.3/4•
,nF•s
COLUMN CONNECTION DETAIL
TS CULHMP.— .
•'�
SIDE EXTENSI❑N
AS.
RAFTER/COLUMN DETAIL
M00
No 57170
:1 ' STATE OF ' 44/`
'"�\
4 0 N A` �� ;•�•
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORS AND ASSOCIATES BRAWN BYr LT TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. CHECKED BY, per{ 30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB NO
T►I S DOCUH W IS THE STY OF ImE ATM ASSOCIATES ENGDORM AND PROJECT MM WSM DATE, 12-18-17 SCALE, NTS 1
COlSUI.TDNG THE IRMUTH OREM REPROlWrMK, COPYM OR OTHERWISE USE OF
THIS 11111CIl1E)iT IS STRDCTLY PRUNIUM NO ANY DFRDKMENT THEREUPON MAY
1E SIA.ECT TO LEGAL ACTDx CLIENT• TBS SHT. 13 DVG, ND SK-3 4
BOW RAFTER LEAN-TO OPTIONS
TYPICAL BOW RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH ❑PTIONS SHOWN)
SCALE NTS
MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN—TO IS 16'-0"
SECURE WITH
(D) tt1\
SDF'S (EACH END)
(EA H EN
IS BOW--
12
NO SCREWS----
3
REQUIRED IN
-
BOW END
, • ��
4. s
YM?
s
r'
I
I
•I
2'.2',2' lE GA A.!,;LZ--�.
AND SECURE T❑ COLUMN
AND RAFTER WITH
�;8 GA, U-CHANNEL PRACE
N12-14.3/4' SDF'S 2 ON
TGP AND 2 ❑N BOTTOM
TSB-E.F'IiF� -
�.
_ f
—TS COLUMN
13 SIDE EXTENSION RAFTER/COLUMN DETAIL
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MS =Xl1E7iI IS TI£ PROMTY IF MW NO ASSOCIATES EN
Cw;LLTDII•i TFE 11HAUT}<1 = RE7Rl'IDu6T>Q1, cOPymu oR OTN
T1a$ DOCL"DrT IS STRICTLY FF0fIR TED APO WY DFRDIGDENT
"111111111j1
.�',P4NAe S. MOO
�a ••��ENs• •:4F•�
.' • No 57170
r• •.ram S
:1 ' STATE OF
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
14 JDNG M SK-3
BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION
TYPICAL SIDE ELEVATI❑N
VERTICAL R❑❑F/SIDING ❑PTI❑N
SCALE NITS
—1 GAUGE
FURRING CHANNEL
ROOF PANEL ATTACHMENT
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
0M
3MSE 113E ff
TFEAEIFM MY
29 GA. GALVANIZED METAL FOOPj
PANELS FASTENED TO PURLINS
TYPICAL SECTI❑N VERTICAL
R❑❑F/SIDING ❑PTI❑N
SEE NOTES = d GAUGE FURRING CHANNEL SPACED
(SHEET 3) NOT MORE THAN 4'-0' OC AND FASTENED
FOR MAXIMUM TO EACH THAN
WITH (2) H12-14x 3/4'
TYPICAL FRAMING SECTI❑N
VERTICAL R❑❑F/SIDING ❑PTI❑N
SCALE; NTS
S„Moo
I
oo
No 57170
:t'-
STATE OF
��i FS • O R
0 N A�
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
Jos NO
0 12— —17 WALD NTS 16022 / 7
15 DWS ND SK-3 V.1 4
OPTIONAL DOOR HEADER
—2 1/2x2 112-14 GA.
(TYP )
—2 1/2<2 112-14
1'-81 ❑.0 (TYP.)
'/16
� - TYP
l6
HEADER DETAIL FOR DOOR
OPENINGS 12'-0' < LENGTH S 15'-0'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TM DOCU Off IS STRICTLY P
X SUBJECT TO LEGAL ACTnL
2 1/2x2 1/2-14 G(
(TYP)
3/16
- TYP
3/16
HEADER DETAIL FOR DOOR
OPENINGS LENGTH S 12'-0'
SCALE NTS
NE 1 S„A40
No 57170
�13 STATE OF ' IJJ `
P'�=%%
/lS,O N All � E�.�.
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
.AB NO
Er 12-18-17 SCALE, NTS 16022S/17300S
16 VG. ND SK-3 EV.r 4