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MOORE AND ASSOCIATES
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TUBULAR BUILDING SYSTEMS
PE COVER SHEET
NECKED BY- PDH
EN
EERING AND CONSULTING, INC.
40'-O"x2O'-O^ ENCLOSED BUILDING EXP. B
O IECT MGR= VSN
DATE= 12-IS-17
SCALE= NTS
17301S
B N� 160225
THIS DOCUMENT
UNAUTFERIZED
IS THE PROPERTY OF MOORE AND ASSOCIATES. INC- THE
REPRODUCTION, COPYING. OR OTHERWISE USE OF THIS DOCL0ENT IS
. �rur. roc
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PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
i
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET
SHEET
2
DRAWING INDEX
SHEET
3
INSTALLATI❑N NOTES AND SPECIFICATIONS
SHEET;
4
TYPICAL SIDE AND END ELEVATI❑NS
SHEET:5
TYPICAL RAFTER/POST FRAME AND SIDE FRAMING SECTI❑N
SHEET,
5A
TYPICAL RAFTER/POST FRAME AND SIDE FRAMING SECTION
SHEET
6
TYPICAL RAFTER/POST C❑NNECTION DETAILS
SHEET'
6A
TYPICAL RAFTER/POST CONNECTI❑N DETAILS
SHEET!
7A
BASE RAIL ANCHORAGE OPTI❑NS FOR LOW AND HIGH WIND SPEED
SHEET'
7B
❑PTI❑NAL FOUNDATI❑N ANCHORAGE FOR LOW AND HIGH WIND SPEED
SHEET'
B
BOX EAVE RAFTER END WALL AND WALL OPENINGS
SHEET'
9
BOX EAVE RAFTER SIDE WALL AND WALL OPENINGS
SHEET,
10
BOX EAVE RAFTER WALL ❑PENING DETAILS
SHEET
11
BOX EAVE RAFTER WALL OPENING DETAILS
SHEET
12
BOX EAVE RAFTER LEAN-T❑ OPTI❑NS
SHEET
12A
BOX EAVE RAFTER LEAN-TO OPTIONS AND DETAILS
SHEET
13
BOX EAVE RAFTER VERTICAL R❑❑F/SIDING ❑PTI❑N
SHEET
14
BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTI❑N
SHEET
15
OPTIONAL HEADER
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MN
TES. INC. THE
E Or THIS DOCUMENT IS
NAT K SUNJECT TO
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'STATE OF •: ��/�
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TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
I I
INSTALL-m i ION NOTES AND SPECIFICATIONS��
1. DESIGN IS FOR A MAXIMUM 40'-0' WIDE x 20'-0' EAVE HEIGHT STRUCTURES.
2. DESIGN WAS IDONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) 5TH EDITION, 2017 FBC 6TH EDITION,
2012 INTERNATIONAL BUILDING CODE (IBC), AND 2015 IBC (U.N.O.).
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. RISK CATEGORY I.
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. FUR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE 'HAT CHANNELS (U.N.O.).
9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' AND END = 6', (MAX).
10. 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
RFQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY.
11. GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 30' LONG MAY BE USED FOR LOW WIND SPEEDS ONLY.
12. GROUND ANCHORS (SOIL NAILS) CONSIST OF #4 REBAR W/ WELDED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS. OPTIONAL ANCHORAGE MAY
BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOTED. SOIL NAILS ARE NOT ALLOWED FOR HIGH WIND APPLICATION.
13. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES AND ENDS.
14. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND AND MUST BE USED FOR HIGH WIND SPEEDS.
15. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE ICLASS = D
RISK CATEGORY I/II/III
R = 3.25 IE = 1.0
SpS = 1.522 V = CSW
SDI = 0.839
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
JRS TUBULAR BUILDING SYSTEMS
40'-0"x2O'-O" ENCLOSED BUILDING EXP. B
AND
E OF THIS DOCUMENT IS
MAY BE SUBJECT TO
-e 1 REV. 4
TYPICAL RAFTER/POST FRAME SECTION
SCALE: 1/8' = 1'-0'
I
LENGTH VARIES DEPENDING ON
NI IMAFR ANn CPAf INn (IF RAFTFRC
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
3
7
TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE: 1/6' = V-0'
I
�MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OP MOORE AND ASSOCIATES. INC. THE
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY;PROHIBITED AND ANY IWRINGEHENT THEREUPON MAY BE SUBJECT TO
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TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
TYPICAL RAFTER/POST FRAME (SECTION
SCALES 1/8' = 1-0'
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE: 1%8' = 1'-0'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OT NOORE AND ASSOCIATES. INC. THE
IIMAUTNORIZED REPRODUCTION. COPYING. OR OTHERWISE USE DF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY RE SUR.ECT TO
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TUBULAR BUILDING SYSTEMS
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3/16 TS BOX EAVE -�
----�N[PPLE TO RAFTER !!I�
RAFTER
3/16 TYP
TS CHORD-
V
MINIMUM 6' LONG,
MINIMUM 15 GA.,
TS NIPPLE. SECURE
POST TO NIPPLE.
WITH (4) #12-14x3/4'
18 GA. U-CHANNEL
SDF (TYPJ
BRACE
3-12 TYP
IL
I
45•
TS POST
4
/
SECURE WITH
l
(4) #12-14x3/4'
iSDF
(EACH END)
BOX EAVE RAFTER/CORNER
POST CONNECTION
DETAIL
FOR HEIGHTS 10'-0'
< 16'-0'
1
SCALE+ NTS
IS POST
MINIMUM 6' LONG,
MINIMUM 15 GA.,
TS NIPPLE. SECURE
POST TO NIPPLE
i
WITH (4) #12-14x3/4' SDF
NIPPLE TO
3/16
BASE RAIL
TYPI 3/16
TS CONTINUOUS I
BASE RAIL 1
POST/BASE RAIL CONNECTION DETAIL
2 SCALE+ NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE
U AUTHHORIZED REPRODUCTIGN, COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLr�PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTIOx
3/16 NIPPLE TO TS BOX EAVE
RAFTER RAFTER
F�v TYP
6'
MINIMUM 6' LONG, /
MINIMUM 15 GA.,
TS NIPPLE. SECURE
POST TO NIPPLE I I / 1B GA. U-CHANNEL
WITH (4) #12-14x3/4'
SDF (TYP.) ,0' BRACE
,L
TS POST
i
TYP 3-12
3-12 y
ECURE WITH
4) B12-14x3/4'
DF (EACH END)
BOX EAVE RAFTER/CORNER
V
ST CONNECTION DETAIL
R HEIGHTS < 10'-0'ALE. NTS
SECURE WITH
(4) #12-14x3/4' SDF
AT EACH END
(8 PER BRACE)
(ONLY ONE SHOWN FOR CLARITY)
N
BY: PDH
"_18 GA. U-CHANNEL BRACE
FASTENED TU THE COLUMN AND
2 1/2' ROOF BEAM
BRACE SECTION
SCALE: NTS
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TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
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TS BOX EAVE `
RAFTER
6 NIPPLE TO �� TS CHORD '1
RAFTER
5 TYP `
MINIMUM �' LONG,�� i
MINIMUM 15 GA.,
TS NIPPLE. SECURE
POST TOI NIPPLE
WITH (Q)I N12-14x3/4'
SDF
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" SECURE WITH
(4) B12-14x3/4'
= "
SDF (EACH END)
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/ 18 GA.'U-CHANNEL BRACE
3/16
ATTACH TO SECOND PANEL POINT ON
TYP
RAFTER POST (SEE BRACE SECTION
FOR END ATTACHMENT)
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14 GA.
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MINIMUM �6' LUNGA.,G,
MINIMUM 15
TS NIPP E. SECURE
POST TO NIPPLE
WITH C4� #12-14x3/4'
SDF
TS CONTINUOUS
BASE FRAIL _
//
IS CHORD
BOX EAVE RAFTER/CORNER
POST CONNECTION DETAIL FOR
1 HEIGHTS
SCALE: NTS
IS POST
POST/BASE RAIL CONNECTION DETAIL
2 SCALE NTS
! MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE
LRMUTH M12ED REPRODUCTION. COPYING, OR OTHERVISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON PAT BE SUBJECT TO
SECURE WITH
(4) 412-14x3/4' SDF
AT EACH END
(8 PER BRACE)
(ONLY ONE SHOWN FOR CLARITY)
1B GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN AND
ROOF BEAM.
BRACE SECTION
SCALE: NTS
11S1111;=0
No 70
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••• TATE OF
e���i`, /ONA"Sa,`�.
TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
BASE RAII., ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
2 1/2-
VARIES
INSTALL 1/2'x6 3/4' EXPANSION ANCHOR I 2' WASHERS
THROUGH, BASE RAIL WITHIN 6. OF EACH
POST AND STAGGER ANCHOR ON EACH "+ TOP OF ASPHALT
SIDE OFiGROUND SURFACE COLUMN POST PAVEMENT OR DRILL 3/4' DIAMETER HOLE
THROUGH THE BASE RAIL AND
f SECURE TO ANCHOR EYE WITH
WWF OR FIBERGLASS 5/8' DIAMETER THROUGH BOLT
FIBERS I INIL'I;i IIiP.
t—' —
GRADE
a II
MINIMUM 3 1/4. c a
EMBE➢MENT
(TYP.) o
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCEDi-
1ITH (2) N4's CONTINUOUS
1._D.
_ CONCRETE MONOLITHIC SLAB
3A BASE RAIL ANCHORAGE
SCALE. NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 4')
x 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 ISHALL 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
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 DR 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, R�INFDRCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
B FIELD BENT.
HELIX ANCHOR NOTES:
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELDADED 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. F& LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT.
5. FLlR VERY LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES
WiITH MINIMUM 60 INCH EMBEDMENT.
TS CONTINUOUS
BASE RAIL
HELIX EYE ANCHOR
(SEE NOTES BELOW)
3 B GROUND BASE HELIX ANCHORAGE
SCALE NTS (CAN BE USED FDR ASPHALT)
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MOORE AND ASSOCIATES INtAVN BY: JRS TUBULAR BUILDING SYSTEMS
ENGI EERING AND CONSULTING, INC. NECKED BY: PDH 40'-O"x2O'-O° ENCLOSED BUILDING EXP. B
THIS DOCUMENT IS THE PROPERTY OP MOORE AND ASSOCIATES, INC. THE 16021S
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS OJECT MGR: VSM DATE- 12-18-17 (ALE= NTS B N� 1022S
STRICTLVIPROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. LIENT: TBS SHT. 7A DWG. No SK-2 I REV., 4
I
3PTIONAL FOUNDATION AN(
INSTALL 1/20 ANCHOR
ROD THROUGH BASE RAIL
FIBERGLASS WITHIN 6' OF EACH
POST (SEE DETAIL 'C')
(TYP.)
. . 1 1/2,
—. .. v .. .. GRADE
d n
O
MINIMUM
EMBEDMENT I a
(TYPJ._I _ ld
YlMali
_i_II
MONOLITHIC CONCRETE FOOTING I I_ I j
(3000 PSI MIN.) REINFORCED { I --I I I ^� '
WITH (2) H4's CONTINUOUS
CONCRETE MONOLITHIC SLAB
lA BASE RAIL ANCHORAGE
SCALE' NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/21)
x 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 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. TFE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A165 OR FIBERGLASS FIBER REINFORCEMENT.
REINFORCEMENT MAY BE BENT IN THE
SHOIP 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.
� MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUR.IECT TO
FOR LOW AND
2 1/4' � . I 1
INSTALL 1/2'0 ANCHOR RGD THROUGH
BASE RAIL WITHIN 6' OF EACH POST
AND STAGGER ANCHOR ON EACH SIDE
OF COLUMN POST (SEE DETAIL 'C)
WWF OR FIBERGLASS
FIBERS
e d ,
_ I
MINIMUM 6' c '
EMBEDMENT
MONOLITHIC CONCRETE FOOTING ' _ ( �__ j —1 1 1-
(3000 PSI MIN.) REINFORCED : �—
WITH (2) 84's CONTINUOUS
CONCRETE MONOLITHIC SLAB
1 B BASE RAIL ANCHORAGE
SCALE: NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
x COORDINATE WITH LOCAL CODES/OR➢.
1/2'0 A36
THREADED
o ROD
a
T/CONCRETE
A '
� W
� w
TAIII
HEX NUT
1C ANANCHOR ROD THROUGH BASE
CHOR
SCALE: NTS
BY: PDH
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TUBULAR BUILDING SYSTEMS
40'-0"x2O'-O" ENCLOSED BUILDING EXP. B
4
BOX EAVE RAFTER SIDE WALL AND WALL OPENINGS
,ING FOR WINDOW
i HEADER AND WINDOW
. (ALSO APPLICABLE
-ND WALLS)
TYPICAL BOX SAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION
SCALE: 1/8' = V-0'
MOORE AND ASSOCIATES
INEERING AND CONSULTING, INC.
JHHENT IS THE PROPERTY Or NDORE AND ASSOCIATES. INC. THE
IZED REPRODUCTION. COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
PRUUDITED AND ANY [WRINGEHENT THEREUPON NAY DE SULIECT TO
T MGR:
TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
BOX EAVE RAFTER WALL OPENING DETAILS
i
TS Box EAVd
RAFTER i
TS POST (CORNER)
MINIMUM 6' LONG, MINIMUM
I
i
15 GA., TS NIPPLE. SECURE
TS POST
i
WITH (B) B12-14x3/4' S➢F'S
OR END POST
21x2'%2' 16 GA. ANGLE
2'x2'X2' 16 GA. ANGLE CLIP
CLIP SECURE TO COLUMN 3/l6
_j
i SECURE TO POST AND EITHER
AND RAFTER WITH (4) NIPPLE TO
BASE RAIL
M12-14x3/4• SDF'S 3/16
_i
i-1i.;
2'x2'x2' 16 GA. CLIP ANGLE
SECURE TO RAFTER POST
TOP OF HEA➢ER, OR BOTTOM
OF VINDOW RAIL WITH
oiloi
AND BASE RAIL WR4)
#12-14x3/4'
SDF
412-14x3/4' SDF'S
.f
TS END COLUMN
_ ____-_
7.i_-.Si
-1
n
TS NON-STRUCTURAL HEADER
I ----I
I-
OR WINDOW RAIL
TS CONTINUOUS BASE RAIL
END POST/RAFTER
NST/BASE RAIL
HEADER OR WINDOW RAIL TO
401 CONNECTION DETAIL (DLQ�NNE
TION DETAIL Ei
POST CONNECTION DETAIL
SCALE: NTS
SCALE NTS
SCALE NTS
IS TRUSSED .RAFTER CHOR➢,
3/16TS
BO% EAVE
TS BO% EAVERAFTER
3/16
RAFTERTS
END POST OR2'x2'X2'
16 GA. ANGLE CLIPDOOR
TO POST (EACHSIDE)
WINDOWSECURE
FRAME POSTCHORD/RAIL
TlIRHEADER,
AND RAFTER
WITHN12-14x3/4•
SDF 2 ON
BOTTOM AND 2 ON SIDE
TS CHORD/NOTES
AT ROLL -UP DDORTS
CHORD JPENINGS,
POST SHOULD BETS
NON-STRUCURFLUSH
WITHRAIL EN➢. CLIP1HEADER,BASERAPOST TO RAIL ONLY ON SIDE
-
TS CHORD
OR WIN➢OW RAILOPPOSITE
THE OPENING.
TYP
3/16
____. . _ _ _...._
3/16
3/16
POST TO HEADER, BASE
TRUSS POST AND
RAIL, OR WINDOW RAIL
CHORD/RAFTER
CORD TO RAFTER
7 CONNECTION DETAIL
8 CONNECTION DETAIL
9 CONNECTION DETAIL
SCALE: NTS
I
SCALE NTS
SCALE NTS
i
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY Or HOORE AND ASSOCIATES, INC. THE
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
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BY: ,IRS TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
D BY: PDH
17301S
T NGR- WSM DATE: 12-18-17 SCALE: NTS IMB
NO: 16022S
TRs SHT. 10 DWG NG SK-2 I REV: 4
BOX EAVE RAFTER WALL OPENING DETAILS
3/l6
NIPPLE TO S POST
3/16 HEADER
TS POST a
INIMUM 6' LONG,
NIPPLE >.3/16INIMUM 15 GA., TS
NIPPLE TO 3/16 IIPPLE. SECURE EACH
HEADER 3/16 BASE RA/16ITH (4) N12-14x3/4'
DF
�'- MINIMUM 6' LONG, MINIMUM S CONTINUOUS
15 GA., TS NIPPLE. SECURE ASE RAIL
MINIMUM 6' LONG, I WITH (4) N12-14x3/4' SDF -- --� I '. MINIMUM IS GA., IS 1
{ NIPPLE. SECURE EACH TI I _
WITH (4) 012-14x3/4'
SDF - - -- '-I-I I I---!
TS POST 3-12 ! 1 i!-t i-� f-
DOUBLE TS HEADER
DOUBLE HEADER/POST POST/DOUBLE HEADER POST/BASE RAIL
10 CONNECTION DETAIL 11 CONNECTION DETAIL 12 CONNECTION DETAIL
SCALE NTS SCALE NTS SCALE NTS
2 1/4 % 2 1/4 14-GA
CONNECTOR
SLEEVE WITH (6)
N12-14x3/4' SDF'S
Ef��D-
13i SPLICE CONNECTION DETAIL
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE
UHUUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY IPROHISITED AND ANY IWRINGENENT THEREUPON HAY BE SUBJECT TO
LEGAL ACTION.
VSM
ATE OF :AJ-
0NA�
TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
173DIS
12-18-17 SCALE: NTS B NM
16022S
I
ROOF
IX TENSION OPTION
MAIN STRUCTURE
TYPICAL BOX EAVE RAFTER LEAN-TO OPTI❑
SCALE: NTS
(MPXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TO IS 12'-C'.)
(MAXIMUM WIDTH OF DOUBLE MEMBER RAFTER LEAN-TO IS 16'-0'.)
TS BOX EAVE RAFTER "
NIPPLE
RAFTER 3/16 r
o
Q if MINIMUM 6' LONG, MINIMUM 15 GA.,
TS NIPPLE. SECURE POST TO
NIPPLE WITH (4) #12-14x3/4' SDF
24' IS GA. U-CHANNEL BRACE
(5' TO 8' RAFTER POST)
I OR
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(9' TO 16') RAFTER POST)
SECURE WITH
(4) #12-14'3/4' SDF
CEACH END)
I
TS POST
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14 CORNER POST DETAIL
SCALE: NTS
3/l6
TRUSS
STANDARD
LEAN-TO OPTION
FRAMING SECTION (BOTH OPTIONS SHOWI
3/16 N NIPPLE TO IT
3116
RAFTER / RAFTER
TYP
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TO NIPPLE WITH
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°I
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RAFTER
___--TS POST
SIDE EXTENSION RAFTER/COLUMN
1S DETAIL F❑R RAFTER SPANS < 12'-0'
SCALE NTS
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BASE RAIL 3/16
_ 2'x2'X2' 16 GA. ANGLE CLIP MINIMUM 6' LONG, MINIMUM
SECURE T1 POST AND 15 GA., IS NIPPLE. SECURE
RAFTER WITH #12-14x3/4' WITH (4) #12-14x3/4' SDF
SDF
2 ON TOP AND 2 ON BOTTOM °
TS RAFTER 1jl TS CONTINUOUS BASE RAIL
IS POSTI-
LEAN-TO RAFTER TO RAFTER
COLUMN CONNECTION DETAIL LEAN-TO POST
F
FOR RAFTER SPANS 12'-0' 17 CONNECTION DETAIL
SCALE NTS SCALE: NTS
MOORE AND ASSOCIATES DRAWN BY -.IRS
IEERING AND CONSULTING, INC. CHECKED BY: PDH
IT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE JECT IIGR VS
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j
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SIDE EXTENSION
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COLUMN
CONNECTION DETAIL FOR
151
FOR RAFTER SPANS 12'-0' < L <_
16'-0'
15A RAFTER
SCALE: NTS
SPANS 12'-0'
SCALE: NTS
I
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY Of MORE AND ASSOCIATES, INC. THE
LP MlTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY IKRINGEMENT THEREUPON MAY BE SUBJECT TO
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BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION
40-0' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION VERTICAL ROOF
29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO PURLINS
TRUSS
l�
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MAX.
40'-0' MAXIMUM RAFTER SPAN
TYPICAL SECTION VERTICAL ROOF OPTION
SCALE: 1/8' = 1'-O'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE
LwNuTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT HEREUPON MAY BE SUBJECT TO
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NUMBER AND SPACING OF RAFTERS
-II
TYPICAL SIDE ELEVATION VERTICAL ROOF/SIDING
SCALE: 1/8' = 1-0'
LENGTH VARIES DEPENDING ON
1.518 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER/LEG WITH C2) U12-14x3/4' SDF SPACED
NOT MORE THAN 48' O.C.
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FASTENED TO EACH RAFTER WITH (2) RApTfR
tt12-14x3/4' S➢F SPACED NOT MORE
THAN 48' O.C.
I
PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE
UNAUTHORIZED REPRODUCTION, COPYING, OR OTtERvISE USE OF THIS DOCUiNT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MIRY BE SUBJECT TO
THING
VTATOF�
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S• •....••••
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TUBULAR BUILDING SYSTEMS
40'-0"x20'-0" ENCLOSED BUILDING EXP. B
VSM (DATE. 12-18-17
i
OPTIONAL HEADER
2 1/2x2 1/2-14 CA
(TYP.)
2 1/2x2 1/2-14 CA
! 1'-8' ❑.C. (TYP.)
3/16 TYP
3/16
HEADER DETAIL FOR
OPENINGS 10'-0' < LENGTH <15'-0'
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE
UNMlTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY [WRINGEMENT THEREUPON MAY DE SUBJECT TO
LEGAL ACTION.
2 1/2x2 1/2-14 CA
(TYP.)
_
in
_
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.
3/16
TYP
3/16
HEADER DETAIL FOR
OPENINGS LENGTH <10'-0-
SCALE1 NTS
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TUBULAR BUILDING SYSTEMS
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