HomeMy WebLinkAboutStructural DesignSTRUCTURAL DESIGN
ENCLOSED BUILDING
EXPOSURE B
MAXIMUM 30'-0" WIDE X 20'-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
401 S. Main Street, Suite 200
Mount Airy, NC 27030
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING
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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 CONNECTION DETAILS (D❑UBLE,"COLUMN)
SHEET
8B
TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE 'COLUMN)
SHEET
9A
BASE RAIL ANCHORAGE OPTIONS
SHEET
9B
OPTIONAL FOUNDATION ANCHORAGE
SHEET
10
TYPICAL END WALL, AND SIDE WALL OPENING FRAMING SECTIONS,
(BOX EAVE RAFTER)
SHEET
II
TYPICAL END WALL AND SIDE WALL OPENING FRAMING SECTIONS (BOW RAFTER)
SHEET
12
WALL OPENING DETAILS
SHEET
13
LEAN-TO OPTIONS CBOX EAVE RAFTER)
SHEET
14
LEAN-TO OPTIONS (BOW RAFTER)
SHEET
15
VERTICAL ROOF/SIDING OPTION END AND SIDE ELEVATION AND SECTION
SHEET
16
OPTIONAL DOOR HEADER
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MT
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EM B
JOB N@
2- 9- 7 SCALES NTS 1 160MA7300s
a BV4 ND SK-3 6EVA 4
INSTALLATION NOTES AND SPECIFIl
I. DESIGN IS FOR A MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT ENCLOSED STRUCTURES.
2. DESIGN WAS DONE 1N ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) 6TH El
AND 2015 IBC.
3. DESIGN LOADS ARE AS FOLLOWSt
A) DEAD LOAD x 1.5 PSF
B) LIVE LOAD a 12 PSF
C) GROUND SNOW LOAD a 10 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH>- MAXI
SPACING = 5.0 FEET,.
IONS
2012 INTERNATIONAL BUILDING CODE (IBC),
RAFTER/.POST AND,END POST
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' zlP 1/2' - 14 GAUGE TUBE STEEL (TS) FRAMING
MEMBERS. FOR VERTICAL PANELS, 29 GAUGE METAL PANELS -SHALL BE FASTENED TO IS GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTED).
9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9. OR END = 61, (MAX.)
10. FASTENERS CONSIST OF #12-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS
SPECIFICATIONS APPLICABLE ONLY FOR MEAN R00F HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (312 PITCH) OR LESS
SPACING REOU19EMENTS FOR OTHER ROOF HEIGHTS AND/OR S4OPES 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 44 REBAR W/WELDED NUT x 36' LONG IN SUITgBLE SOIL CONDITIONS MAY BE USED FOR LOW
( 1 108 MPH NOMINAL) WIND SPEEDS ONLY. OPTIONAL ANCHORAGE MAY BE USED IN SUITABL'E� 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/11/11I
R= 3.25 Ir.= 19
Sys= 1522 V= CSW
SDI= D.B39
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TUBULAR BUILDING SYSTEMS
30'-0"x20-0" ENCLOSED BUILDING 0W. B
'mND
- - 7 Isms NTS I I0 SI
3 64'10 SX-3 EVl 4
7 BOX EAVE FRAME RAFTER ENCLOSED BUILDING
RI3LL-UP DOOR
CAS APPLICABLE3
DESIGN PRESSURE
LOW • CM PSF, -20.4 PSF)
HIGH (27.95 PSF, -30.7 PSF)
• aos PSF, -22-6 PS:)
+ t3135 PSF, -34.15 PSF)
TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALE, NTS
BOW FRAME RAFTER
ENCLOSED BUILDING
ROLL -UP DGGR
IAS APPLICABLE)
DOOR
(AS APPLICABLE)
DESIGN PRESSURE
LIIG • aB.. PSF. -203 PSF)
12'INGING
DESIGN PRESSURE
LOW = (20.8 PSF. -22S PSF)
HIGH + a7.95 PSF, -70.7 PSF)
�_
HIGH • t3135 PSF. -3{15 PSF)
TYPICAL END ELEVATION
SCALE, NTS
TYPICAL SIDE ELEVATION
SCALE= NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SIDE ELEVATION -HORIZONTAL ROOF
SCALES NTS
TUBULAR BUILDING SYSTEMS
30'-0"x20'-O" ENCLOSED BUILDING EXP,.B
JOB ND
- 7 SCALO NTS 116=473m
DW& ND SIC-3
29 GA. GALVANIZED METAL RGOF AND
PANELS FASTENED TO RAFTERS AND I
24' IB GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
112-14.3/4' SDF'S. AT
EACH END TB PER BRACE)
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE, N7S
29 GA. GALVANIZED METAL REIOF
PANELS FASTENED TO RAFTERS i
Ir3/I' SDF'S AT
END CS PER BRACC)
a
TYPICAL -RAFTER/COLUMN END FRAME SECTION
SCALE' NTS SEG NDTES
(SOEET 3)
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL
SCALE, NTS SCALEi NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
OF
MAT
AND
SIDE FRAMING SECTION
TUBULAR BUILDING SYSTEMS
30'-0"z20'-0" ENCLOSED BUILDING EXP,.B
JOB NO:
2 - 7 ISCALEs NTS I ifigg-sman
5 DYCa ND SK-'3 REV, 4
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
I FOR HEIGHTS 16'-0' < TO < 20'-0'
SCALE El
H
BRACE SECTION
SCALE! NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTINGJNC.
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19 GA. U-CHANNEL BRACE
=f�l-=lily--lii= If -
RAFTER COLUMN/BASE RAIL
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
- 7 ISCALID NTS 160 2S/ 731
6A uW6. ND SK-2 EW 6
SLEEVE uM O/16
TO RaFTE4 ]/16
(TYP3
a e
i
e
6'
MINIMUM 6' LONG,
MINIMUM 15 GA.
TS NIPPLE. SECURE
POST TO NIPPLE
WITH (4)
412-14.7/4' SBF'S
I
I
SDF'S (EACH END) '
TS RDDF RAFTER
12
'
43. p
18 GA. U•CHANNEL BRACE
J\j_12 I I I I I —TS DOUBLE COLUMN
BOXII"EAVE RAFTER COLUMN
CPE-
10
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
SLEEVC T1
BASE RAIL
TS DOUBLE COLUMN
MINIMUM 6' LONG,
CONNEC711R SLEEVE
MINIMUM 15 GA.,
SECURE WITH (4)
.l2^14x7/4' SDF'S
l-
�i
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
SCALE- NTS
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB NO
MT 2- 0- 7 SCALE NTS I lf&R2sA73m
,*IT. 68 OW06 ND SK-3 a 4
SECURE WITH
(4) Y12-14.3/4'
TS ROO: RATTER
SDT'S (EACH END)
CONNECTOR 3/16
IS ROOF RAFTER
SLEEVE
12
CINNECTOR 3/16
/
12
TO RAFTER 3/16
3�J G -.
SLEEVE
TO RAFTER
43. SECURE WITH
(4) M12-14.3/4•
`
60
.
ti SDP'S (EACH END)
O
�.
6'
MINIMUM 6• LONG,
i(
MINIMUM 6• LONG,
�!• .0
•
MINIMUM IS GA.
TS NIPPLE. SECURE
IS GA. U-CHANNEL BRACE
MINIMUM 15 GA.,
,s NIPPLC. I
%
POST TO NIPPLE
SECURE
POST TO NIPPLE
WITH (4)
.12-1t.3/P SDT'S
WITH (4)
412-14.3/4,
TS COLURN
t
IS GA. U-CHANNEL BRACE
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
13 cGLUMN
IB FOR HEIGHTS-0'
SCALES NTS
E
0
S J
Q TS 2 1/41.2 1/41-14 GA. .
;o in REINTF(CING 510' LONG CHW)
AND S'-D,' LONG (LW) - 00
SECURE WITH (10) 212.14.3/4'
e SDT•S a
VIR GA. U-CHANNEL BRACE
I! FASTENED TO THE COLUMN
AND RODE DEAN, WITH C4>
END 0PER BRACE)AT EACH
BRACE SECTION
SCALE, NTS
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
lA FOR HEIGHTS 1)' o < TO K. l4'-0'
SCALE• NTS
{ TS COLUMN
MINIMUM 6' LONG.
TO SLEEVE 3/16 . C13MICTOR SLEEVE
BASE RAIL 3/16 o MINIMUM 15 GA.,
SECURE WITH (4)
i NIB-14.3/4• SDF'S
i-
-I 1I-
(DNFTER COLUMN/BASE RAIL
-ALE NNECTION DETAIL' NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC. .
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXR B
JOB NB
- a- 7 IscaLics NTs IGMeSAMS
6C m No SK-3 Eva 4
29 GA GALVANIZED NCTAL ROOF AND VALE
PANELS FASTENED TO RATTERS AND POSTS
24- 18 GA. U-CHANEL
BRACE FASTENED TO
RAPER VITH (47
112-i .VV SDF'S AT
EACH END 10 PER BRACE)
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALEi NTS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE, NTS
29 CA GALVANIZED MCTAL ROOF AND I
PANELS FASTENED TO RAFTERS AND PC
24- SB GA U-CHANNEL
BRACE FASTENED TO
RAFTER VITH (4)
j 012-14Y3/4- SDF'S AT
EACH END (B PER BRACE)
END FRAME SECTION
MOORE AND ASSOCIATES DRAWN 8Ts CT TUBULAR, BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. CMKD IM Pn„ 3o'-o"xzo-=o^ ENCLOSED BUILDING M. B
f
Jos ND
M0 A. W 13WT1lWtNDR1K0 mTI04 ASSM. W DD MU3t D PRMCT lom WSW T - 7 . NTS
THIS RRp�lcwT If rnanT NlOg1ITCD AHD AM IHFRINGlxNT DCK11OW PAT
K i111dCCf TD IL IR- aTUL -TDS PT. 7 M t. SK-3 a 4
SECURE WITH
S➢T'S (EACH END)
IS HOW RATTER
NO SCREWS
CD 1N
12
a
DOW E
HDv END
q4d
f/
n
a
^
■In
!I
I
18 GA. U-CHANNEL BRACE
MINIMUM 6' LDNG.
MINIMUM 15 GA..
IS NIPPLE. SCCURC
HDv RATTER AND
POST TO NIPPLE
WITH (4)
IS DOUBLE
1i3'12
CDLUMN
BOX EAVE RAFTER COLUMN
(:
NNECTION DETAIL
D413LHEIjHTS
14'-0' <TO 16'-0-
LE NTS
N
18 GA. U-CHANNEL BRACE
TASTENED TO THE CULUMN
AND A= BEAN, WITH (4)
112-14■3/4' S➢T'S AT EACH
D�ll
END (B PER BRACE)
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
IS DaUSLE COLUMN
MINIMUM 6' LENG,
CDNNECTOR SLEEvE
MINIMUM 15 GA,
SECURE WITH (4)
ra12-14■3/4' SDT'S
fl IIF�iI-ffEl1i-
'
RAFTER COLUMN/BASE RAIL
CONNECTION DETAIL
SCALE.
NTS
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB Nlb
- 0- f SALT NTS IfiRM731M
311 DW4 NO SIC- 3 6w 4
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
�A FOR HEIGHTS 10'-11 C TO C. 14'-1'
SCALE. NTS
TS COLUMN
1
MtNtMUM 6' LONG,
SLCCvE iO 3/16 CONNECTOR SLEEVE
RASE RAIL 3/16 ' SECURE WITH 4)
111214.7/4• S➢F'$
TS CDNTINUOUS
BASC RAIL
=UPI 7111 !li,
RAFTER COLUMN'BASE RAIL
2 CONNECTION DETAIL
SCALE.
NTS
TS BOW
ID SCREWS
iOw END 1N
f f�
6' LONG.-
MINIMUM IS GA.,
TS NIPPLE. SECURE
DOW RAFTER AND
POST 711 NIPPLE
WITH CAI
■I2.14.3/4' SDF'S
SECURE WITH
(4) 11214.3/4'
SDP's (EACH END)
t8 GA. U-CHANNEL BRACE
COLUMN
BOX SAVE RAFTER COLUMN
CONNECTION DETAIL
IB FOR HEIGHTS S, 10'-0'
SCALE' NTS
i
m
N
D1B GA U-CHANNEL DRACE
FASTENED TO THE COLLMN
AND R[EF BEAM, WITH (4)
't2-14.3/4' SDF'S AT EACH
'111 END (8 PER BRACE)
BRACE SECTION
SCALE' NTS
MOORE AND ASSOCIATES DRAW BY' LT TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. CHECKED BY' PDN 30'-O'x2O'-O" ENCLOSED BUILDING EXP. B
..-•- ---- -- -- -- - -- --- ------ --- --- --- - - --- --- JOB N0:
.89
4
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
VVF.02 FIDERID,ASS INSTALL
CHp l• THROUJGH3BASE EXPANSION
FIBERS WITHIN b' DF EACH ,DST 2' WASHERS
VARIES BRILL
THE IBASECRAI� D
TOP Di ASPHALT
PAVEMENT DR SECURE Tp ANCHOR EYE WITH
GROUND SURFACC 1/2' DIAMETER THROUGH BOLT
N
II'I 111lII!'{iIl==1 =lei `li II I=I1I1 �11i=
GRAD[ I I ! —1 I I-- I I I- I S 11--t H! 1 ICI
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yn
TS CCNTl1LM10US
BASE R
(TYM) 7 II !
FOOTING
OC�PSI MU'c) EF CONCRETE
CED
WITH (2) SFS CONTINUOUS
CONCRETE MONOLITHIC SLAB
3A BASE RAIL
ANCHORAGE
(MINIMUM ANCHOR EDGE DISTANCE IS 4')
■ COORDINATE WITH LOCAL CODES/ORD.
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3.900 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL:
FOR FOUNDATIONS, MINIMUM CONCRETE COVER 13VER REINFORCING
BARS SHALL BE PER ACI-31B,
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:
I- REINFORCEMENT 1S BENT COLD:
2. THE DIAMETER OF THE BEND, MEASURED QN THE INSIDE pF THE
BAR, IS NOT LESS THAN SIX'BAR,DIAMETERS.
3 REINFORCEMENT PARTIALLY EMBEbDED 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 3D INCH EMBEDMENT,
2• FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 1NtH
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.
$..,FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) S' HELICES
WITH MINIMUM 60 INCH EMBEDMENT.
HELIX Eve ANCHOR
(SEE NOTES BELOW)
3 B �RO� ND BASEc HEB� USX eo N RHORAGE
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
DRAWN BY• LT
TUBULAR BUILDING SYSTEMS
30'-O"x2W-0^ ENCLOSED BUILDING EXP.B
c1IEaEo D., PDH
PROJECT WA. VSN
DAT - 8- 7
SCALE, NTS
J" ND
16022SA73111112
no T Is THE PROPERTY OF AN0 ASSOCIATES ON DICEpUIG AND
CMIMTINM THC WMTMRIZEB ®EMDUCTIOL COPTIW& OR OTHERWISE USE 0T
tM XxuwE T IS STRICTLY PTIOTIIIUTER MO AM PrOINGEMW TIV ETIPIN VAT
RE SULJECT TO LEGAL ACTIOL -
CLIENT- T S
T. 9A
DWr& NO SK-3 w �
rcTyp.)
INSTALL 1/2'0 ANCHOR
ADD THROUGH BASE RAIL
OR FIDERGLASS WI7HW-6' OF EACH
POST tSEE ➢ETAIL 'C')
A GRADE
HINI)RIM 6'
EMBEDMENT
j—!i I I
MOONC MONOLITHIC CRETE F®TING _I I—III—� I —.I
0000 PSl MIN.) RCINFORCCD
WITH f2) 14's CONTINUOUS
CONCRETE MONOLITHIC SLAB
lA BASE NRAIL ANCHORAGE
CMINIMUM 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 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 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.
CTC
ANCHOR ROD THROUGH BASE
1C RAIL DETAIL
SCALE,
NTS
MOORE AND, ASSOCIATES
ENGINEERING AND CONSULTING, INC.
19
t3003
WITH
SOW & HIGH WIND SPE1
INSTALL 1/2'0 ANCHOR 1 1/2•
DR RDD THROUGN BASE RAIL
'GLASS WITHIN 6• Ci LH
S POST tSEE ➢ETAtAt4 'C')
(TYP.)
_ a IlfII
_
Illli
a
MINIMUM 6'i
ENDEONENT-
_
i7YP.)
NIC CONCRETC �FODTING
'I MIN.) RE➢SDRCED
94•s CUNTINE
II l
ms
CONCRETE
ETE MONOLITHIC SLAB
E�RAIL
ANCHORAGE
SCALEiINTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
■ COORDINATE WITH LOCAL CODES/IIRD,
TUBULAR BUILDING SYSTEMS
30'-O"x20'-0" ENCLOSED BUILDING EXIT. B
JOB ND
8- 7 S t NTS I liapS.1173MS
911 DVG NO SK-3 REIN 4
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
TYPICAL BOX EAVE RAFTER
.END WALL FRAMING SECTION,
SCALEi NTS
SEE NOTES BAx -C RArTCR/CQDHH
(7) �ASSENBLT
TORR KAX MA)f11B1N
TYPICAL BOX EAVE RAFTER, SIDE
WALL OPENINGS FRAMING• SECTION'
SCALP NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL BOX-.EAVE RAFTER END
WALL ,OPENINGS FRAMING SECTION
SCALE) NTS
OPENING FAR WINDOW
WITH HEADER AND
WINDOW RAIL (ALSO
APPLICABLE TO ENO
WALLS)
DRwN Br LT ' TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" ENCLOSED BUILDING EXIT, B
CHECKED BV. PDH
JOB 10-
10 IDVO, BOA SK-7 PEW 4'
' � Al
TYPICAL BOX EAVE RAFTER
END WALL
FRAMING SECTION
SCALE- NTS
(SHEET3) TT
ROX CAVE RATTER/eOLIRW
FOR HA%IHUN
ASSEMBLY
SPACING
9
12
G
7
12
GPENING CDR
t2
ROLL-1�
H1R VITN HEADCR
�2•-0• MaY�MUM
OPENING fOR
TYPICAL BOX EAVE RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE- NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPIC
WALL
SCALE,
TOR
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BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
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SCALE: NTS
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COLUMN TO HEADER, DOUBLE HEADER/COLUMN ECTION DETAIL
BASE, RAIL, DR CONNECTION DETAIL (D�N NTs
WINDOW RAIL SCALES NTS
7 CONNECTION DETAIL
SCALE: NTS
IS COLUMN
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MINIMUM 17 GA.. IS
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SCALi •NTS
MOORE AND ASSOCIATES
ENGINEERING.AND CONSULTING, INC.
TUBULAR BUILDING SYSTEMS
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ENGINEERING AND CONSULTING, INC.
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ENGINEERING AND CONSULTING, INC.
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VERTICAL ROOF/SIDING OPTION
SCALE: NTS
TYPICAL SIDE ELEVATION
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FURRING CHANNEL
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MOORE AND ASSOCIATES
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SCALEf NTS
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MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
HEADER DETAIL FOR DOOR
OPENINGS LENGTH C 12'-0-
SCALE• NTS
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30'-0"x2V-0" ENCLOSED BUILDING EXP. B
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