HomeMy WebLinkAboutFL digital 30x utility exp b revisedSTRUCTURAL DESIGN
PARTIALLY ENCLOSED (UTILITY) BUILDING
EXPOSURE B
MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE
FRAME AND BOW FRAME
18 December 2017
Revision 1
M&A Project No. 16154SI17300S
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
SINE• S.
` Moo
401 S. Main Street Suite 200
. •
�� SF•'
Mount Airy, NC 27030
No 57170
Digitally signed
byWayne S
--n• ��
STATE OF ��
O•. <v:
DateMoor 2017.12.19
MOORE ANO ASSOCIATES
Cam_`,`
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13:16:08-05'00'
eNGkIV6�FIING AND clarusut_TING
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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.
No 57170
*: :*
STATE OF :
�:. 4ctW�
•
rrrlrr�
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
DRAWN BY, LT
30'-O"x2o'-o° PARTIALLY ENCLOSED
CNcpCeD BY, PDH
ENGINEERING AND CONSULTING, INC.
(UPFITY) BUILDING FFr B
PROJECT NOR- WSH
DATE: - B- 7
SCALE- NTS
JOB N(�
1161:4S117300S
THIS DDCU[Nf IS THE PMVUTY Cr HWK AND ASSOCIATES ENGINEERING AND
CaamTlm THE LMUTHMIZED DEP4O0XII'll . COPTUE,, OR OTMMISE USC or
THIS DOCIP[NT IS STRICTLY PDONIDITED AND ANT WRlNGENE10 THEDEIIPM NAY
DE SUDJCCT TO LEGAL ACTION
CL NT- TIPS
T, r
DWG NO 5K-2 Vf 1
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
GA
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
8A
TYPICAL RAFTER COLUMN C❑NNECTI❑N DETAILS (DOUBLE COLUMN)
SHEET
8B
TYPICAL RAFTER COLUMN C❑NNECTION DETAILS (SINGLE COLUMN)
SHEET
9A
BASE RAIL ANCHORAGE ❑PTI❑NS
SHEET
913
OPTIONAL FOUNDATION ANCHORAGE
SHEET
10
TYPICAL END WALL AND SIDE WALL OPENING 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 OPTIONS (BOX EAVE RAFTER)
SHEET
14
LEAN-TO OPTIONS (BOW RAFTER)
SHEET
15
VERTICAL R❑❑F/SIDING OPTION END AND SIDE ELEVATION AND SECTION
SHEET
16
OPTIONAL DOOR HEADER
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
`E rI S- A40
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No 57170
STATE OF ' 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" PARTIALLY ENCLOSED(UTiLITYi
BUILDING EXP B
JOB ND
MT ci Irwr. Tnc 6HT. 2 IDV4 ND SK•2 kEVa 1
INSTALLATION NOTES AND SPECIFICATIONS
I. DESIGN IS FOR A MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT PARTIALLY ENCLOSED STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) 6TH EDITION, 2012 INTERNATIONAL BUE-DING CODE (IBC),
AND 2015 IBC
3. DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 15 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 = 4.0 FEET.
6, LOW HAZARD RISK CATEGORY 1 (WIND)
7, WIND EXPOSURE CATEGORY B
S. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' - 14 GAUGE TUBE STEEh (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 p12-14x3/4' 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' (312 PITCH) OR LESS
SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/DR 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 #4 REBAR W/ WELDED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE USED FOR LOW
( j 108 MPH NOMINAL) WIND SPEEDS ONLY OPTIONAL 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 WIND SPEEDS
14. WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE
SOIL SITE CLASS = D
RISK CATEGORY I/11/111
R= 3,25 IE= 1.0
SDS= 1.522 V= CSW
SDI= 0.839
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
S 11 M0
. P� O .,
No 57170
r
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a
O'.• STATE OF
��T111!
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'-O"x20'-O" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP. B
THIS DOCUMEwT IS STRICTLY IIIIDITED wo ANY TttlltlKENE tT THEREUPON My
K SMXCT TD LEGAL ACTIOt CLIENTP TBS ISHT. 3 JOW& RYA SK-2
—]BOX EAVE FRAME RAFTER ENCLOSED BUILDING
ROLL -OP ODOR
tAS APPLICABLE)
DESIGN PRfSSUR[
LDV (IB5 PSF, -20.4 PSF)
HIGH • t27.95 PSF, -30,7 PSr)
DESIGN PRESSURE
LCV • C208 PSF, -22.6 PSF)
HIGH • (31.15 PSr, -31.15 PSr)
FLASHING
MAXIMUM RAFTER SPAN (W) ^I
TYPICAL END
ELEVATION -HORIZONTAL ROOF
SCALE: NTS
BOW FRAME
RAFTER ENCLOSED BUILDING
ROLL -UP DOM
CAS APPLICABLE)
SWINGING DOOR
CAS APPLICABLE)
DESIGN PRESSURE
LOW • C185 Sr.P-204
PSF)
DESIGN PRESSURE
LOW • C20.B PSr, -22�6 PSF)
HIGH • (27.95 PSF, -]ll-7 PSr)
_ _ _
HIGH • (31-35 PSF, -](.15 PSr)
FLASHING
TYPICAL END ELEVATION
SCALE NTS
TYPICAL SIDE ELEVATION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
WINCDV (AS APPLICABLE)
DESIGN PRESSURE
LOV • C210 PSF, -236 PSF)
14
1CH • (32.B5 PSF, -35.6 PSF)
LENGTH VARIES DEPENDING ON NUMBER AND
TYPICAL SIDE ELEVATION -HORIZONTAL ROO
SCALE, NITS
�•', I A4� `%'NeS.O 9!,�..
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No 57170
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111I1111
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.
T TUBULAR BUILDING SYSTEMS
30'-0"x2W-0" PARTIALLY ENCLOSED (UTILITY)
PON BUILDING EXP, B
JOB NOS
MT IS STRICTLY lKMBITEC MR Uff IWRIWA)"T THDMIiEd PAT T. DV4 ND SK-2 VA I
TO LEGAL ECTIaT GLIENT� TB5
29 GA. GALVANIZED METAL ROOF AA
PANELS FASTENED TO RAFTERS AND
u
24. 18 GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
02-14-314* SDF'S AT
EACH CND (B PER BRACE)
29 GA. GALVANIZED METAL ROOr
PANELS FASTENED TO RAFTERS
24' 1B GA. u-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
012-14.3/4' SDF'S AT
EACH END (B PER BRACE)
u
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE, NTS
29 GA, GALVANIZED METAL RDDr An
PANELS FASTENED TO RAFTERS AND
24' IS GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
■12-14.3/4' SDF'S AT
EACH END (B PER BRACE)
SCALES NTS
SEE NOTES
(SHEET 3)
FOR MAxiKim
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE: NTS SCALE, NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TO LEGAL ACTICK
%0`�`�E S � `M �.��.
�` �i
i No 57170
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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
T 30'-0"x20'-0" PARTIALLY ENCLOSED (UTILITY)
PLH BUILDING EXP B
JOB NG
5 I01dCs NO SK-2 FEVa I
TS ROOr RAFTER /f
3/16 CONNECTOR
SLEEVE TO
3/16 RAFTER (TYP.)
t MINIMUM 6' LONG, MINIMUM
15 GA., IS NIPPLE SECURE
POST TO NIPPLE WITH (4)
p �I ■12-14.3/4' SDr'S
_I
6'
I 3/16 TYP
I 3/16
CHORD
TS COLUMN
I I
BOX EAVE RAFTER COLUMN
GHTS16NECTION DEAL WEI0'C TO i 20'-0-
D�LR ;. A "s
I 7L-
LZN
IB GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF BEAR, WITH (4)
412-14.3/4• SDr'S AT EACH
END (B PER BRACE)
BRACE SECTION
SCALE NITS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
L SDF,S C WITH
(4) 012_14.3/4•
SDi'S (EACH END)
18 GA. U-CHANNEL BRACE
S COLUMN
MINIMUM 6' LONG,
MIN[MU. 15 GA., TS
NIPPLE SECURE
WITH I41
Nt2-1CNMCCR
4w]/1' SDF'S
3+6tSLEEVETDO
a
I
o'
BASE RAIL
TS CONTINUOUS
e
A
BASE RAIL
I! --ill 11=1lI--"--
RAFTER COLUMN/$ASE
RAIL
2 CONNECTION DETAIL
SCALE NTS
1111111 lot
No 57170
�-0 :x
O'.• STATE OF :I
'*,'15f0NA; --
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.
T TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" PARTIALLY ENCLOSED (UTILITY)
PON BUILDING EXP B
JOB ND
f11�.RCT TO C& �kTIOiI ...._ —. •._ IELIENh TBS _ ISHT. 6A JBVG Na SK•2 fIEW 1
SECURE VITH-----,
(4) Y12-14.3/4•
sor,s (EACH END)
TS ROOF RAFTER
CONNECTOR 3/16 12
SLEEVE
TO RAFTER 3/16 3�"-
(TYP.)
e a
o °
6•
�s• d
w
MINIMUM 6' LONG I
MINIMUM 15 GA
TS NIPPLE SECURE
POST TO NIPPLE
VITH (4)
ale 14.3/41 sDr s
18 GA. W-CHANNEL BRACE
3-12 1 1 1 1 1 `TS DOABLE C.- -MN
BOX EAVE RAFTER COLUMN
CTION DETAI)ECA
EIGHTS 14'-0' < TO i 16'-0'TS
IB GA_ U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RDDr BEAM, VITH (4)
r12-14.3/4• S➢r-S AT EACH
2 t/2• END to PER BRACE)
L, 111
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
3_12
3-12
SLEEVE TO
BASE RAIL
a I a
IS DOUBLE COLUMN
MINIMUM 6' LONG,
CONNECTOR SLEEVE
MINIMUM 1S GA,
SECURE WITH (4)
•12-14.3/41 SDF'S
e e TS CONTINUOUS
BASE RAIL
(DIAFTER COLUMN/BASE RAIL
ONNECT'I'ON DETAIL
SCALE w75
`E, S! i M
No 57170
: t ' STATE OF &J
•�iO��s�� O R , O P�;
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
W-0"xX-0" PARTIALLY ENCLOSED (UTILITY)
BUILDING ExP B
JOB ND
I�IIuSio Iwo wT ptINGC10iT THEREUPON wr
S{1�cTTOitKTO1 ICLIENT- TBS ISHT. 6D IDWG. ND SK-2 kV, 1
SECURE WITH
(4) st2-14A/4'
TS ROOF R►FtCR
SDF'S (EACH END)
CONNCCTDR 3/16
TS ROOF RAFTER
SLEEVE
12
CONNECTOR 3/16
SLEEVE
TO RAFTER
12 J� .•
7�
TO RAFTER 3/16
7�
7/16
�r
�
I
i
O
��• SECURE WITH
p
e (4) 612-14.3/4•
0
6.
SDF'S (EACH END)
I � •L,4
6'
MINIMUM 6' LONG,
4
MINIMUM 6' LUNG.-)•J•
s
MINIMUM 17 GA.,
TS NIPPLE- SECURE
IB GA. U-CHANNEL BRACE
MINIMUM 15 GA.,
TS NIPPLE SECURE
I
POST TO NIPPLE
PpST Tp NIPPLE
WITH (4)
212-14x3/4• SDF'$
WITH (4)
N12-14x3/�' SDF•S
TS COLUMN
0
IS CA. U-CHANNEL BRACE
BOX EAVE RAFTER CO MN
o
ECTION�DEAILHEIGHT0'-0'TS
COLUMN
)�R
#k
NTS
�
d
{
e
c a
TS 2 1/4'.2 1/4-14 GA.
:p 0
REINFORCING 6'-D' LONG tHV)
m
AND S'-D' LUNG (LW)
It
SECURE WITH LID) N12-14.7/4'
m
SDF'S
18 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF BEAM. WITH (4)
012-14x3/4' SUPS AT EACH
0
END 08 PER BRACE)
BRACE SECTION
SCALE
NTS
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 10'-0' < TO < 14'-0-
1 A SCALE NTS
I Ts COLUMN
If MINIMUM 6' LONG,
CONNECTOR SLEEVE
MINIMUM 16 GA.,
SECURE WITH (4)
012-14.3/4' SDF'S
a TS CONTINUOUS
BASE RAIL
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
SCALE. NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
-*1��\6
.L.NSF�'9�'�.
No 57170
O'.. STATE OF :1 `
i
i
�.
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" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP. B
JOB to
47 IS STRICTLY PRONISITED ANN A44T IWRl1VO4D T TIENUIPUN IUt �SNT. 6C IDVG NOSK»2 }iEV� I
TO LEGAL ACTIOIL CLIENT= TBS
29 GA. GALVANIZED MCtAL ROOF AND WALI
PANELS FASTENED TEI RAFTERS AND POSTS
24' 18 GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH C4)
I12-14.3/4' SDF'S AT
EACH END C8 PER BRACE)
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NITS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE, wTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
29 GA. GALVANIZED METAL ROOF AND WALL
PANELS FASTENED TO RAFTERS AND POSTS
Ct
zr-'
IB GA I1-CHANNEL ~,
BRACE FASTENED TO
RAFTER WITH (Q
ol2-14.3/4' SDF'S Al
EACH END (B PER BRACE)
i
h
u
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE I
j"%E 1 ! rj rr��
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:• • No 57170
*
�'.• STATE OF :���
1111111101
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" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP. B
JOB BID
. 7 IDWG. Bo SK-2 JREw 1
SECURE WITH
(4) N12-14.3/4'
SDF'S (EACH END)
TS BOW RAFTERla
—
3 /
N13 SCREWS
REQUIRED IN
SOv END
A• /
Qqd
n
C
TS DOUBLE COLUMN
3.1{ MINIMUM 6• 'LONG,
• CONNECTOR SLEEVE
'' • / MINIMUM IS GA.,
IB GA, U-LHANNCL BRACE SLEEVE TO 3/16 SECURE WITH C47
BASE RAIL/3/16
o-
MINIMUM 6' LONG,
M[N[HUI( 15 GA., o o TS CONTINLflUS
TS NIPPLE. SECURE
BOW RAFTER AND BASE RAIL
POST To NIPPLE
WITH (4)
3-12 COLUUMGUN8LEI-
3-12
RAFTER COLUMN/BASE RAIL
BOX SAVE RAFTER COLUMN 2 CONNECTION DETAIL
SCALE: NTS
DETAIL
010NNECT'ON
R HEIGHTS 1�4'-D' < TO C 16'-D'
SCALE. NTS
m
N
IB GA. U-CHANNEL BRACE
rASTENED TO THE COLUMN
AND ROOF BEAM, WITH (4)
412-14'3/4' SMR.S AT EACH
[—?
1/2' END (B PER BRACE)
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
S. A40
A•'� �E N s ' 09�'%
No 57170
�� • STATE OF ' 4/
40
�.
i
.O•
//111111E
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.
T TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" PARTIALLY ENCLOSED (UTILITY,
PDw BUILDING EXP. B
.JOB NDk
rT IS STRICTILT PRDI4IRITER 00 MY INFRINGICKK TKREUPW IMT T. BA DWG NO, SK-2 Vs 1
TO LEGAL ACTIOL CLIENT- TBS
BOW END
f'1
D
sCEukE WITH TS BOW RA
14I M12-l4,3/4'
SOr'S (EACH END) IZ
IS BOW RAFTER 3�
NO SCREWS
- RCDU[RED IN
3 BOW END
1B GA. U-CHANNEL BRACE
`MINIMUM 6' LONG. MINIMUM 15 GA.,
TS NIPPLE. SECURE BOW RAFTER
D
ANp POST TO NIPPLE WITH (4)
M12-14.3/4' SDCS
TS
D
COLUMN
—TS 2 1/4'.2 1/4'-14 GA.
REINFORCING 6'-0' LONE (HW)
ANp 5'-B' LONG (L Wr
SECURE WITH (10) Mit-14.3/4'
0 S➢r S
0
BOX EAVE RAFTER COLUMN
�NNECT
ION DETAILIA R HEIGHTS 10'-0' < TO 14'-0'
iTS
COLUMN
MINIMUM 6' LONG,
SLEEVE TO 3/16
.-r..
CDNNCCTDrt SLEEVE
BASE RAIL 7/16
0
MINIMUM IS GA.,
SECURE WITH (4)
012 14.314. SDP S
D
TS CONTINUOUS
BASE RAIL
R COLUMN/BASE RAILCTION
R
DETAIL>'S
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MINIMUM 6' LONG, 1
MNIMUM IS 6A..
IS NIPPLE SECURE
BOW RAFTER AND
POST TO NIPPLE
WITH (4)
SECURE WITH
(4) 412-14.3/4'
S➢F'S (EACH END)
IS GA. U-CHANNEL BRACE
COLUMN
BOX SAVE RAFTER COLUMN
CONNECTION DETAIL
1 B FOR HEIGHTS c 10'-'0'
SCALE, NTS
m
IB GA. U-CHANNEL BRACE
FASTENED 70 THE COLUMN
AND kDar BEAM. WITH (4)
M12-14.3/4'SDF'S AT EACH
END (8 PER BRACE)
BRACE SECTION
SCALE, NTS
.``�yv\E 1 S `HMO �!%-
.F'
No 57170
STATE OF
10.
ONA�
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.
T TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" PARTIALLY ENCLOSED(UTILITY)
— BUILDING EXP B
Be IBWCL ND SK-2 JREEV, I
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
WVF OR FIBERGLASS INSTALL 1/2'.6 V4' EXPANSION
FIBERS ANCHOR THROUGH BASE RAIL
W1TH]N 6. Or EACH POST
. VARIES
GRADE
9 a 4 =:
MINIMUM ] I/ -
EMBEDMENT 111- I ! • ^ I .1
I TYP.) _I E 1y li i
MONOLITHIC CONCRETE FETINGI--
(3000 PSI MIN.) REINFORCED .I
V1TH (2) 04'5 CONTINUOUS
C(NCRETE MONOLITHIC SLAB
3A BASE ILA NCHORAGE
(HINIHUM ANCHOR EDGE DISTANCE IS 4•)
.COORDINATE WITH LOCAL CODES/ORD.
2' WASHERS
DRILL 3/8' DIAMETER HOLE
TOP pF ASPHALT THROUGH THE BASE RAIL AND
PAVEMENT 0R SECURE TD ANCHOR EYE WITH
GROUND SURFACC I/2' OIAMETCR THROUGH BOLT
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 OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE.
REINFORCING STEEL;
THE TURNDOWN REINFORCING STEEL SHA„L 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-
I REINFORCEMENT IS BENT COLD
2 THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, 1S NOT LESS THAN SIX -BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES-
I 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 MEDIUM 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) B' HELICES
WITH MINIMUM 60 INCH EMBEDMENT.
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
I I- I I= I I El
f! :: Ei I I-1' I=1 —I 11=1 I Ed I Fes! I
d1
IS CONTINUOUS
BASE RAIL
HELIX EYE ANCHpR�
(SEE NOTES BELOW)
3 B GROUND BASE HELIX ANCHORaGE
SCALE NTS (CAN BE USED FOR ASPHALT)
S. A40
���y�Q�' •� G E lV s+ • 09���.
No 57170
•xx
� 0 ' STATE OF '4/
i
A L E��
11111
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" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP. B
.JOB ND
NIN 11"INGIDIENT TMERELKN WAY I cl 1cur. ree kHT. 9A JDWIG, NO- SK-2
OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED
INSTALL I/2'm ANCHOR
ROB THROUGH BASC RAIL
WWF OR FIBERGLASS POSiINSEC DCTAILN•L')
FIBERS ttTP.)
I•I 6 A
A A ti. _ -
MINIMUM 6'
—
EMBEDMENT
f TTP,)
I ? a -III"'
MONOLlTH[L CONCRETE FOOTING
(3000 PSI MIN) REINFORCED
I�I. III!
WITH (2) 04's CONTINUOUS
CONCRETE
MONOLITHIC SLAB
3A BASE RAIL
ANCHORAGE
SCALE NTS
(M: IMUM ANCHOR
EDGE DISTANCE 1S 1 1/2')
■ — ORDINATE 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 OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE
REINFORCING STEEL:
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM AG15 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 1S BENT COLD.
2 THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL
BE FIELD BENT.
0
a
1/2'P A36
THREADED
ROD
T/CONCRETE
u
.o =
W
ve
^4 HEAll,
HEx NUT
ANCHOR ROD THROUGH BASE
3C RAIL DETAIL
SCA.'_ NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MID
wu
Afr
INSTALL 1/2•0 ANCHOR
WWf OR ROD THROUGHpF BASE RAS�
FIBERGLASS VITH[N 6' EACH
FIBERS POST (SEE DETAIL 'C')
(TYP.)
(TYP.)
MONOLITHIC CONCRETE F001
(3000 PSI MIN) RCINFORCEI
WITH (a) 64's CONTINUOUS
CONCRETE MONOLITHIC SLAB
3B BASE RAIL ANCHORAGE
SCALE NITS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 !/2')
■ COORDINATE WITH LOCAL CODES/ORD.
THE+,Vr�O
NOT
`♦♦���P'. �,� G.E.N SF•;
i
No 57170
�-0
O'.. STATE OF
Imo` �� .O A 1. • r `�
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" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP, B
JOB to
. 91111 IIWfi` NO; SK-2
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE NTS
SEE NOTES BOX EAVE RAFTER/COLUMN
(SHEET ]) ASSEMBLY
FOR MAXIMUM
SPACING
B 9
1 12
7 7
6 12 6 12
OPENING FOR t2 12
ROLL.0
DOOR WITH HEADER OPOPENING FOR WINDOW
12'-0' MAXIMUM [NIH4 FOSWINGING OR R WITH HEADER AND
WITH HEADER WINDOW RAIL (ALSO
7 APPLICABLE tO END
ID D 7 WALLS)
12
t2 9 12
SEE NOTES
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
TYPICAL BOX EAVE RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALZ: HTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
.�`��� \e t S I', M(�!�..
No 57170
3 S TAT E OF : �4U
#'If�rS �O N A` 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"x2O'-0" PARTIALLY ENCLOSED (UfILITY)
BUILDING EXP. B
JOB ND
10 loin. ilk Stt-2
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE- Nl
err umsre
TYPICAL BOX EAVE RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE, NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
SEE NOTES
TYPICAL BOX SAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE
`+`,``NE IS. A40 ��,s,
�`��P�•'�c EN*" 09F'%
No 57170
-
:1 ' STATE OF ' 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"x2d-0" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP. B
JOB ND
HAT ti kHT. n lam � SK-2
r� �rur. roc
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
IS RAFTER
2'.2'.2' t6 GA. ANGLE
CLIP SECURE TO COLUMN
AND RAFTER WITH
412 14.3/A' SDr S 2 ON
TIIP AND 2 ON SIDE
TS END COLUMN
IS COLUMN (CORNER)
MINIMUM 6' LONG, MINIMUM
13 GA., IS NIPPLE SECURE
WITH b41 a12-14s7//' SDF'S
16 GA. CLIP ANGLE
NIPPLE TO 7/16 /II SECURE TO RAFTER COLUMN
BASE RAIL AND BASE RAIL W/(U
3/l6 1t2-1{.7/{' SOr'S
IS CILNT114UMJS BASE RAIL
END COLUMN/RAFTER
END COLUMN/BASE RAIL
CONNECTION DETAIL
4
CTION DETAIL
SCALE. NTS 5
)�SCALE
TS
iSTRUSSED RAFTER CHORD.
OR HEADER
7-12 7/t6 HIPPIE TO
.. ._
3.12 7/t6 HEADER
2'.2'.2' 16 GA. ANGLE
IS END COLUMN
CLIP SECURE TO COLUMN
(EACH SIDE) AND
-
-1— — -
OR DOOR WINDOW
FRAME POST
RAFTER CHORD/RAIL
WITH �t2-1{.3/{' SDCS
-
2 ON BOTTOM AND 2 ON
SIDE
O
MINIMUM 6' LONG,
NOTE AT ROLL -UP DOOR
MINIMUM 15 GA., TS
NIPPLE SECURE EACH
TS HEADER, BASE pPCNINGS. PAST SHOlILO
°
°
WITH ({) M12-1{.7N'
RAIL. OR WINDOW BE rLUSH WITH RAIL
SDr'S
RAIL END. CLIP POST TO
IS COLUMN
RAIL ONLY ON SIDE
OPPOSITE THE DPENING.
COLUMN TO HEADER,
DOUBLE HEADER/COLUMN
BASE RAIL, OR
8
CONNECTION DETAIL
WINDOW RAIL
scALE NTS
7 CONNECTION DETAIL
SCALE NTS
COLUMN
I
j�-NPIHUM 6• LONG,
SIT,// MNIMUM l5 GA., IS
° NIPPLE. SECURE EACH
WITH U) 412-1{.3/{'
SDr's
° ° TS CON'
BASE R-
COLUMN/BASE RAIL
10 CONNECTION DETAIL
$CAL£- NrS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
IS COLUMN
10 END COLUMN
2'.2'.2' 16 GA, ANGLE
CLIP SECURE Tp COLUMN
AND EITHER TOP Or
HEADER, OR BOTTOM OF
WINDOW RAIL WITH
Al2-1{.3/{' SDr'S
IT I
`TS HEADER OR
WINDOW RAIL
HEADER
OR WINDOW
RAIL TO
COLUMN
6 CONNECTION DETAIL
SCALE- NTS
IS COLUMN
NIPPLE TD 7/16
HEADER 3/l6
MINIMUM 6' O
MINIMUM 15 G�
NIPPLE. SECL
WITH ({)
°
012.14.7/4' S➢r'S
`Is DOUBLE HEADER
7-12
COLUMN/DOUBLE HEADER
9 CONNECTION DETAIL
SCALE NTS
S 11 MO /
O i1
No 57170
STATE OF '
�. .O•
Ss,O N AL E���`•
11111111
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
T 3Q'-0"x2Q'-O" PARTIALLY ENCLOSED (UTILITY)
PI)H BUILDING EXP B
JOB NO
S DOCUKNT Ii STRICTLY PROHIBITED .RD AIR 11FRII1iEIOR THER ELIPIO+ MAY MT_ 12 BvC� ND SIC-2 V� !
SUD�ECT TO LCGAL A"JOL CLIENT, TB5 -
BOX EAVE RAFTER LEAN-TO OPTIONS
S,
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALEt NTS
MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN—TO IS 16'-01,
TS BOX EAVE RAFTER
NIPPLE 7D 3116
1
RAFTER 3/16
12' tONG TS l5 GA.
/
SECURE WITH
NIPPLE. SECURE
(4) 012.14.3/V SDF'S
COLUMN TO NIPPLE
LEACH END)
WITH CO
412-14.3/4•
6.
i
o
10 GAU-CHANNEL BRACE
IS EXTENSION
RAFTER
MINIMUM 6' LONG.
MNMUM IS GA., TS
NIPPLE SECURE
COLUMN TO NIPPLE
#
WITH (4) M12-14'7/4'
snr's
/
TS COLUMN
11 SIDE EXTENSION RAFTER/COLUMN DETAIL
SCALE NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
T
2'.2'.2' 16 GA. ANGLE CLIP
SECURE TO COLUMN AND
RAFTER WITH 112-14.3/4•
SDF'S 2 ON TOP AND 2 ON
Bottom
rTS RAFTER
COLUMN
LEAN-TO RAFTER TO RAFTER
12 COLUMN CONNECTION DETAIL
Srr�OO,,''
i
No 57170 f
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"xW-0" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP. B
.108 Nm
THIS COCNICNT IS STRICTLY PMIUTCD MM ANT 111FRINGENO" THERIOPON MAY
K SULIECT TO LCGAL ACTION CLIENTa TBS T. 13 OY11 NO SK-2
BOW RAFTER LEAN-TO OPTIONS
TYPICAL BOW RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE, NTS
MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TO IS 16'-0'
NO SCREWS-
REOUIRED IN
BOW END
2'.2'.2. M GA. ANGLE—�
CLIP SECURE TO CCLUMN
AND RAFTER WITH
Al2-14.3/4' SDF'S 2 ON
TOP AND 2 pN BOTTOM
TS RAFTER
SECURE VITH
(4) •72-6M.3/�
snr'S (EACH ENO7
IS BOW RAFTER
l2
Q,a/L
f
,'3. :.c
/ IS GA. U-CHANNEL BRACE
"'--IS COLUNN
13 SIDE EXTENSION RAFTER/COLUMN DETAIL
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
NEISII1[40o e"
I
No 57170
V • • �L r
O'.. 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" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP B
JOB ND
14 I➢VG. NOS SK-Z IREVa l
BOX EAVE RAFTER VERTICAL ROOFISIDING OPTION
29 GA, GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH 412-140/4' SDF'S
FLASHING
TYPICAL END ELEVATION
VERTICAL ROOF/SIDING OPTION
SCALE: NTS
FLASHING
TYPICAL SIDE ELEVATION
VERTICAL ROOF/SIDING OPTION
SCALE, NTS
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS?
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
15-I8 GAUGE
FURRING CHANNEL
(PURL IN,
TYPICAL SECTION VERTICAL
ROOF/SIDING OPTION
SCALE, NTS
SEE NOTES L5--19 GAUGE FURRING CHANNEL SPACED
(SHEET 3) NOT MORE THAN 4'-0' aC AND FASTENED
FOR MAXIMUM TO EACH RArTER WITH (2) M12-14.3/4'
SPACING /f SLr•S
TYPICAL FRAMING SECTION
VERTICAL ROOF/SIDING OPTION
SCALE NTS
.0` Ae I S A4
.� yN o �.
�•`�P .•`G'E N s • 09��..
No 57170 f
STATE OF .' 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" PARTIALLY ENCLOSED (UTILITY)
BUILDING EXP B
JOB HO:
PST Irn trur. roe kHT. 15 Im. to SK-2