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STRUCTURAL DESIGN
ENCLOSED BUILDING
MAXIMUM 30'-0" WIDE X 14'-0" EAVE .HEIGHT- BOX EAVE
FRAME
31 March 2017
Revision 3
M&A Project No. 16022S/160.72S/16073S
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
Mt. Airy, NC 27030
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING
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MOORS AND ASSOCIATES IDRAVN BY: DAH I TUBULAR BUILDING SYSTEMS
30'x14' ENCLOSED BUILDING
GINEERING AND CONSULTING, INC. HECKED BY: PDH PE SEAL COVER SHEET
IS "O.JECT MGR: VSH
ANY INFRINGEMENT THEREUPON NAY BE SUBJECT TO
DRAWING INDEX
SHEET 1 PE SEAL COVER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS
SHEET 4 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER)
SHEET 5 CORNER POST CONNECTION ➢ETAILS
SHEET 6 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOW RAFTER)
SHEET 7 CORNER POST CONNECTION DETAILS
SHEET 8 BASE RAIL ANCHORAGE OPTIONS
SHEET 9 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE)
SHEET 10 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW RAFTER)
SHEET 11 WALL ❑PENING DETAILS
SHEET 12 WALL ❑PENING DETAILS
SHEET 13 LEAN-TO ❑PTIONS (BOX EAVE RAFTER)
SHEET 14 LEAN-TO OPTIONS (BOW RAFTER)
SHEET 15 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION
SHEET 16 OPTIONAL FOUNDATION CAST -IN -PLACE ANCHOR SIDE ELEVATION AND SECTION
SHEET 17 ❑PTIONAL HEADER SIDE ELEVATION
MOORE AND ASSOCIATES DaAWN BY: DAH TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. HECKED BY: PDH 30'XI4' ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC_ THE pJECT MGR: vSM DATE: 3-31-17 SCALE: NTS JOB ND
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY OFRINGEMENT THEREUPON MAY K SUBJECT TO I ___
BOX EAVE FRAME RAFTER 30'x14' ENCLOSED BUILDING
WINDOW (AS APPLICABLE)
DESIGN PRESSURE ROLL -UP DOOR
LOW = (21.8 PSF, -23.6 PSF) (AS APPLICABLE)
HIGH = (3285 PSF, -35,6 PSF) DESIGN PRESSURE
LOW = (18.5 PS' , -20.4 PSF)
HIGH = (2795 PSF, -307 PSF)
1
f
I({
f
I
I
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
LASHING
TYPICAL SIDE ELEVATION —HORIZONTAL R❑OF
SWINGING DOOR
(AS APPLICABLE)
DESIGN PRESSURE
LOW = C20.6 PSF, -22.6 PSF)
HIGH = (3135 PSF. -34.5 PSF)
30' MAXIMUM RAFTER SPAN
r
TYPICAL END ELEVATION —HORIZONTAL ROOF
SCALE 1/8' = 1'-0SCALE- 1/8' = 1'-0'
BOW FRAME RAFTER 30'x14' ENCLOSED BUILDING
WINDOW (AS APPLICABLE) ROLL -UP DOOR
DESIGN PRESSUREAPPLICABLE)SWINGING ➢OOR
LOW = (218 PSF, -236 PSF) CAS (AS APPLICABLE)
HIGH (32,85 PSF, -35.6 PSF) DESIGN PRESSURE DESIGN PRESSURE
LOW = (lB5 PSF, -204 PSF) _
HIGH = (2795 PSF, -307 PSF) ,> LOW = <20 P 226 PSF)
HIGH`��1 �iff�JSF)
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LENGTH VARIES DEPENDING ON yl I ,� ••� yI� ••
NUMBER AND SPACING OF RAFTERS 30' MAX?MUM RAFTER S?0 0 t'1 •�G ,�
TYPICAL SIDE ELEVATION TYPICAL END ELEVA�
SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-G' �//1111111�,
INSTALLATION NOTES AND SPECIFICATIONS
1 DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES
2 DESIGN WAS DUNE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) STH EDITION AND 2012 INTERNATIONAL BUILDING CODE
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 (NDNiNAL WIND SPEED 81 TO 109 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) hIAXINIUM RAFTER/POST AND END POST
SPACING = 40 FEET
6 LOW HAZARD RISK CATEGORY I (WIND)
7 WIND EXPOSURE CATEGORY B
9 S-ECIFICATIDNS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' AND 2 1/4' x 2 1/4' - 14 GAUGE
TUBE STEEL (TS) FRAMING MEMBERS FDR VERTICAL PANELS. 29 GAUGE METAL PANELS SHALL BE FASTENED TO 19 GAUGE HAT CHANNELS
9 AVERAGE FASTENER SPACING ON -CENTERS A�DNG RAFTERS OP, PURLINS, AND POSTS, INTERIOR = 9' OR END = G', (MAX)
10 FASTENERS CONSIST OF 1/4'-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 RODE SLOPES OF 141 (312 PITCH) OR LESS SPACING
REO)UIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY
it GROUND ANCHORS CONSISTING OF k4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW ( < 109 MPH NOMINAL) WIND SPEEDS ONLY
12 GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH POST
13 OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS
14 WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE
SOIL SITE CLASS = D
RISK CATEGORY 1/II/III
R= 325 i'= 10
SDs= 1522 V= CSW
SDI= 0839
MOORE AND ASSOCIATES DRAWN BY: DAH TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INC. HECKED BY: PDH 3o'XIa' ENCLOSED BUILDING
LP-LjPk 1 o :nc rKWLKI I v MPw L i U-3UA.1w L3. IMU- :nt. .1ECi MGR= VSM DATE: 3-31-17 SCALE= NTS JOB Nlk 16D22S
DRIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
LY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
ACTION LIENT: TRS SHT. 3 M. No SK-2 I REV: 3
29 GA GALVANIZED METAL ROOF AND
WALL PANELS FASTENED TO RAFTERS AND
POSTS WITH 1/4'x3/4' SDF'S WITH
CONTROL SEAL WASHER 2 AVERAGE 9' O.0
SPACING (MAX)
12
24' 1H GA. U-CHANNEL ' -
BRACE FASTENED TO
RAFTER WITH (b w
1 /4'x3/4'
EACH END
(4 PER BRACE)
P)I
LENGTH VARIES DEPENDING [IN
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE NTS SCALE 1/8' = 1'-0'
IS BOX
GAVE
3/16 RAFTER
NIPPLE TO
RAFTER 3/16
NIPPLE
BAS- F
=I
ogpp. (�--18 GA U-CHANNEL SRAC_'
6, (B' RAFTER POST)
ti (LOW OR HIGH WIND SPEED)
M "'!MUM 6' LONG, MINIMUM 15 GA.,
IS NIPPLE SECURE POST TO NIPPLE
WITH (4) 1/4'.3/4' SDF'S
SECURE WITH
(CAC-± END)
TS POST
BOX EAVE RAFTER/CORNER
1 POST CONNECTION DETAIL
SCALE' NTS
S. Mp
�
� E .O .
N�C E N S�•.; 9� .��'
*: 5 70 ;*�
-:0• STATE OF -'4Q/
MINIMUM 6' LONG, MINIMUM
IS GA, IS NIPPLE SECURE
WITH (6) 1/4'.3/4' SDF'S
TS POST
0
, TS CONTINUCUS BASE RAIL
RAFTER POST/
2 BASE RAIL CONNECTION DETAIL
SCALE NTS
'I
s
IB GA U-CHANNEL BRACE
FASTENED T❑ THE COLUMN
2 I/2• AND ROOF BEAM. WITH (4)
1/4'x3/4'SDF'S AT EACH
END (B PER BRACE)
BRACE SECTION
SCALE' N T S
MOORE AND ASSOCIATES INC.DRAWN BY: DM TUBULAR BUILDING SYSTEMS
ENGINEERING AND CONSULTING, INCHIECKED BY: PDH 30'x 14' ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY OF HOME AND ASSOCIATES, INC. THE PROJECT 1IGR: WSH DATE: 3-31-17 SCALE: NTS JOB NO 16022S
LONUTHHOtIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO I _-- -
TS BOX EAVE RAFTER
3/16 NIPPLE TO
3/16 RAFTER
MINIMUM 6' LONG,
MINIMUM 15 CA,
6• TS NIPPLE SECURE
POST TO NIPPLE
WITH (e) I/4'x3/4•
SDF'S
TS POST
14 CA
° r SECURE WITH
/ (4) 1/4'x 3/4' SCF S
(EACH END)
0
-TS 2 1/4'x2 1/4•-14 GA
REINFORCING 3•-0' LONG
SECURE WITH (1m
1/4'x3/4' SDF'S
(12 TO la' RAFTER PEST
FOR LOW WIND)
° (11' TO 14' RAFTER POST
FOR HIGH WIND)
kS
XL EAVE RAFTER/CORNER
lA T "CONNECTION DETAIL
SECURE WITH
(4) 1/4'x3/4' SDF'S
(EACH END)
16 GA U-CHANNEL BRACE
TS BOX EAVE RAFTER
° 3/16
NIPPLE TO
° 3/16 RAFTPR
6 MINIMUM 6' LONG IB CA U-CHANNEL BRACE
—_I MINIMUM IS GA,
IS NIPPLIP
E SECURE
POST T❑ NPLE
WITH (4) 1/4•x3/4-
SDF'S
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 PROHINITED AND ANY INFRINGEMENT. THEREUPON MAY K SUIJECT TO
IS POST 14 CA
(9' TO 11 RAFTER POST
FOR LOW WIND SPEED)
(9' T❑ 10' RARER PGS7
FOR HIGH WIND SPEED)
TS POST
SECURE WITH
(e7 L/4•x3/a• SOPS
n (EACH END)
BOX
EAVE RAFTER/CORNER
(::1B ?UST
DETAIL
NCONNECTION
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o
AWN BY: DAH
TUBULAR BUILDING SYSTEMS
30'xl4' ENCLOSED BUILDING
iECKED BY: PDH
O.IECT MGR: WSM
DATE: 3-31-17
SCALE: NTS
IMB ND: 16022S
.w..._ ...w
w...
—1 — QV_9
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29 GA. GALVANIZED METAL ROOF AND
WALL PANELS FASTENED TO RAFTERS AND
POSTS WITH 1/4'x3/4' SDF'S WITH
CONTROL SEAL WASHER B AVERAGE 9' OC
SPACING (MAX.)
12
_.... ._._.� 3
24' IB GA. U-CHANNEL i
BRACE FASTENED Tp u
RAFTER VfTH (2) _
I/4'x3/4' S➢F'S AT z
EACH END J
(4 PER BRACE)
0
30' MAXIMUM RAFTER SPAN
LENGTH VARIES DEPENDING ON
NUMBER AND SPACENC OF RAFTERS
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST FRAMING SIDE SECTION
SCALE NTS
TS BCW RAFTER
NU SCREWS
REQUIRED IN
BOW END
9.
n
O/ J,
Qs
SCALE' 1/8' = 1'-0'
SECURE WITH
(4) 1/4'x3/4• SDF'S
(EACH END)
le CA U-CHAf4NEL BRACE
(c8' R4' TER POST)
(LOW CR HIGH WIND SPEED)
MINIMUM 6' LCNG, MINIMUM I5 GA,
TS NIPPLE SECURE BOW RAFTER AND
POST TO NIP°LE WITH (4) 1/4'x3/4'
SDF'S
I- TS POST
BOW RAFTER/CORNER POST
I CONNECTION DETAIL
SCALE NTS
°�°1111111/��
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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 SUBJECT TO
LEGAL ACTION.
M iN IMUM 6' LONG, MINIMUM
15 GA, TS NIPPLE SECURE
WITH (6) 1/4'x3/4' SDF'S
TS PGS'
o--IS CONTINUOUS BASE RAIL
RAFTER POST/BASE RAIL
2 CONNECTION DETAIL
SCALE NTS
C I
m
21T
t8 CA U-CHANNEL BRACE
FASTENED TO THE CCLU'MN
I/P• AND ROOF BEAM, W[TN (<)
1/4'x 3/4'S ➢F'S Ai EACH
END (8 PER BRACE)
BRACE SECTION
SCALE NTS
TUBULAR BUILDING SYSTEMS
30'xl4' ENCLOSED BUILDING
VSM IDATE= 3-31-17
TS BOW RAFTER
NO SCREWS
REOUIRcD IN
BOW END SECURE WITH
(4) 1/4'x3/4' SDF'S
(EACH EN➢)
S.
R
9<o k.
N
MINIMUM 6' LONG,
MINIMUM 15 GA.,
TS NIPPLE. SECURE
BOW RAFTER TER AND 18 GA U-CHAtiYE_ BRACE
POST TO NIPPLE
WITH (4,
° l/4'x3/4' SOPS
NO SCREWS-
REOUIRED IN
BOW END
° V / —TS POST 14 GA
- rTS 2 l/4'x2 1/4'-14 GA
REINFCRCING 3'-0
' LC
NC
SECURE WITH (10)
1/4'.3/4' SDF*S
claFOR
TO 14• RAFTER POI'
OR LC`J WIND)
(11' TO 14' RAFTER POST
FOR HIGH W:ND
BOW RAFTER/CORNER POST
kl-V
EC NTS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES. INC. THE
tORIZED REPRODUCTION. COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
MY PROHIBITED AND ANY IWRINGEMENT THEREUPON MAY BE SUBJECT TO
TS BOW RAFTER
I MINIMUM 6' LONG,
MIN MUM 15 GA,
TS NIPPLE SECURE
POW RAFTER AND
POST TO NIPPLEE
19 GA U-C CANNEL BRACE
WIT, (4) 1/4'x3/4'
° SDF'S
IS POST l4 GA
(S' TO 11' RAFTER PCST
FOR LOW W:NO SPEED)
(9' TO 10' RAFTER POST
FOR HIGH WIND SPEED
TS POST
SECURE WITH
(4) 1/4'x 3/4' SDF'S
(EACH EN➢)
BOW RAFTER/CORNER POST
TB CONNECTION DETAIL
I B SCALE NTS
•
7 •
Z1
TATE OF :�W.
. •
NAL%%��`�
was
MN BY: DAH TUBULAR BUILDING SYSTEMS
CKED BY: PDH 30'xl4' ENCLOSED BUILDING
IJECT MGR= VSH DATE: 3-31-17 SCALE: NTS JOB NO: 16022S
ENT: TBS SHT. 7 DVG. ND SK-2 I REV: 3
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
INSTALL 1/2'zS 3/4' EXPANSION
WWI OR FIBERGLASS ANCHOR THROUGH BASE RAIL
FIBERS WITHIN 6' OF EACH
POST VARIES
iv
v I v_ GR4 DE �
i •i
M iN IMUM 3 1/4' '—
EMBEDMcNT
(TYP)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN) REINFORCE➢
WITH.. 2) 45's CONTINUOUS
CONCRETE MONOLITHIC SLAB
3A BASE NRAIL ANCHORAGE
(MINIMUM ANCHOR EDGE DISTANCE ISI)
2' WASHERS
TOP OF ASPHALT
PAVEMENT OR
GROUND SURFACE
GENERAL NOTES
CONCRETE(
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH [IF 3,000 PSI AT 28 DAYS
COVER OVER REINFORCING STEEL(
FOR FOUNDATIONS, MINIMUM CONCRETE COVER AVER REINCORCING
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 A1B5 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 TEE INSIDE OF T�E
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS
3 REINFORCEMENT PARTIA_LY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES(
1 FOR V=RY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINP41J�l
(2) 4' HELICES WITH MINIMUM 30 INCN EMBEDMENT
2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT
3 FOR MEDIUM GENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT
4 FOR LDOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT
5 FCR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) B' HELICES
WITH MINIMUM 60 INCH EMBEDMENT
TS CONTINUOUS Ir
BASE RAIL
DOUBLE HELIX EYE ANCHOR
(SEE NOTES BELOW)
DRILL 5/8' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
V2' ➢IAMETER THROUGH BOLT
3 B GROUND BASE HELIX AN
SCALE NTS CC AN BE USED FpR ASPHALT)
MOORE AND ASSOCIATES DRAWN BY: DAH
GINEERING AND CONSULTING, INC. CHMED BY: PDH
DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES, INC. THE ROjECT HGR: WS
HORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUENT IS
I6Y PROHIBITED AND ANY INFRINGEMENT THCREUPOM NAY BE SUBJECT TO
NS I IS�1 / II 0 4*
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STATE OF
OR I ID N '%%
TUBULAR BUILDING SYSTEMS
30'x 14' ENCLOSED BUILDING
ND
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
WWF OR FIBERGLASS
FIBERS
MINIMUM 3 I/X'
EMBEOMENT
cTYP.)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN) REINFORCED
WITH (2) U5'S CONTINUOUS
INSTALL 1/2'r6 3/4' EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6' OF EACH
POST VARIES
N
I �
�( GRADE
2' WASHERS
TOP OF ASPHALT
PAVEMENT OR
GROUND SURFACE
i
i
0
_ 1 IS CONTINUOUS
BASE RAIL
DOUBLE HELIX EYE ANCHOR J
1'-0' (SEE NOTES BE
CONCRETE MONOLITHIC SLAB
3A BASE RAIL ANCHORAGE
SCALE NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 4')
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 2B 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 A6i5 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASiM A195 OR FIBERGLASS FIB=R REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED:
I REiNFORCEMENT IS BENT COLD
2 THE DIAMETER ❑F THE BEND, MEASURED ON THE INSIDE OP' THE
BAR, IS NOT LESS THAN SIX —BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SMALL NOT
BE MELD BENT
HELIX ANCHOR NOTES:
I FOR VERY DENSE AND/DR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT
DRILL 5/6' OiAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
1/2' DIAMETER THROUGH BOLT
3 B GROUND BASE HELIX ANCHORAGE
SCALE NTS (CAN BE USED FOR ASPHALT)
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 EM3EDMENT
5 FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIA_ FILL USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60 INCH EMBEDMENT
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
,CTION, COPYING, OR OTHERWISE USE Or THIS DOCUENT IS
AND ANY [WRINGENENT THEREUPON MAY K SUBJECT TO
Aof
ATE 0 F
'ON AL ECG
""Iffill{{{+`''
DAH I TUBULAR BUILDING SYSTEMS
30'xl4' ENCLOSED BUILDING
BY: POH
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL BOX EAVE RAFTER
SCALE 1/8' = 1'-0'
BOX EAVE
RAFTER/POST
ASSEMBLY
OPENING FOR ROLL -UP
DCOR WITH HEADER
SEE NOTES
(PAGE 3)
FOR MAXIMUM
OPENING FOR RGLL-UP
DOOR WITH HEADER
OPENING FOR
SWINGING DOOR
ll WITH HEADER
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE 1/8' = 1'-0'
OPENING FOR WINDOW
WITH HEALER AN WINDOW
RAIL (ALSO APPLICABLE
TO END `.'A,LS)
OPENING FGR-
SWINGING DOOR ell
HEADER
TYPICAL BOX EAVE RAFTER
SIDE WALL OPENINGS FRAMING SECTION
SCALE 1/8' = 1'-0'
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY OF MOORS AND ASSOCIATES, INC- THE
HORIZED REPRODUCTION, COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
IlY PROHIBITED AND ANY INFRINGEMENT THEREUPON 14AY RE SUBJECT TO
ACTION.
D BY:
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TAT OF : W-
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TUBULAR BUILDING SYSTEMS
30'xl4' ENCLOSED BUILDING
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL BOW RAFTER
END WALL FRAMING SECTION
SCALE 1/8' = 1'-0'
BOW RAFTER/PDST
ASS�MKY
OPENING FCR RLL-UP
DCGR WITH HEADER
OPENING 'J WFDOO
SWINGING DOOR
WITH HEA3FR ll
TYPICAL BOW RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE 1/8' = 1'-0'
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
OPENING FOR
SWINGING DOOR
It WITH HEADER
TYPICAL BOW RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE 1/8' = 1'-0'
OPENING FOR WINDOW
WITH HEADER AND WINDOW
R4!L(ALSO APPLICAKE
TO END WALLS)
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES, INC. THE
HORIZED REPRODUCTION. COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
TLY PROHIBITED AND ANY IKRINGENENT THEREUPON MAY BE SUBJECT TO
`��1111I111/j4,
s.
N..s 009.-
S�• GE•F '.
7
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OR 10
TUBULAR BUILDING SYSTEMS
30'x IT ENCLOSED BUILDING
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
TS RAFTER
2'x2'X2' 16 CA. ANGLE CLIP
SECURE TO POST AND RAFTER
WITH 1/4'x3/4' SDF'S 2 CN
TOP AND 2 ON SID
E
ti-IS END POST
END POST/RAFTER
4 C❑NNECTI❑N DETAIL
SCALE NTS
IS POST
OR END POST
2'x2'X2' 16 GA ANGLE CLIP
SECURE TO POST AND EITHER
TOP DF HEADER. OR BOTTOM
OF WINDOW RAIL WITH
1/4'z3/4' SDF'S
TS HEADER OR
WINDOW RAIL
HEADER ❑R WINDOW RAIL
6 T❑ POST CONNECTION DETAIL
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY Of MpORE AND ASSOCIATES. INC- THE
UNAUTHORIZED REPRODUCTION. COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION.
TS POST (CORNER)
3/16
NIPPLE TO _ \N?N[NUM 6' IONG, M1N?NUM
BASE RAIL 3/16 I 15 GA., TS NIPPLE SECURE
WITH (6) 1/4'x3/4' SDF'S
1 1/2'zl 1/2',2' 16 GA, CLIP
ANGLE SECURE TO RAFTER
p I POST AND BASF RAIL W/(4)
1/4'x3/4' SDF'S
TS CONTINUOUS BASE RAIL
END POST/BASE RAIL
S CONNECTION DETAIL
SCALE NTS
IS END POST CR
DOOR WINDOW
FRAME POST
TS PEADER. BAS
RAT,
. CR W!NDC'
RAI_
!AFTER CHORD
2'z2'x2' 16 GA ANGLE CLi°
SECURE TO POST (EACH
SIDE) AND RAFTER
CHCRD/RAIL WITH 1/4'x3/4'
SDF'S 2 ON BOTTOM AND 2
ON S:DE
NOTE AT ROLL -UP DOCR
OPENINGS, POST SHOULD BE
FLUSH WITH RA!L END CLIP
POST TO RAIL ONLY ON SIDE
OPPOSITE THE OPENING
POST TO HEADER, BASE RAIL, OR
� WINDOW RAIL CONNECTION DETAIL
SCALE NTS
NEAR: V S N
S• AA..
`,� y ••, •••.••nOO�j�
�• TATE OF
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OR,pp'. \�,�.
;oNA� iE;;.��
TUBULAR BUILDING SYSTEMS
30'x14' ENCLOSED BUILDING
1
NIPPLE
HEADER
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
6' LONG, MINIMUM
TS NIPPLE SECURE EACH
1) I/4'x3/4' SDF'S
T
DOUBLE HEADER/POST
8 CONNECTION DETAIL
SCALE NTS
NIPPLE TC 3/16
BASE RA 'Al.
TS PEST
MINIMUM 6' LONG, MINIMUM
15 GA, TS NIPPLE SECURE EACH
WITH f4) 1/4'x3/4' SD-'S
zi- , ---1 ' 7
TS COMTINUGUS
BASE RAIL
POST/BASE RAIL
10 CONNECTION DETAIL
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES, INC. THE
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERvISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY IWRINGENENT THEREUPON MAY BE SUBJECT TO
NIPPLE
HEADER
6' LONG, MINIMUM
TS NIPPLE SECURE
) 1/4'x3/4' HF'S
� DDUBLE TS HEADER
J 3-12
POST/DOUBLE HEADER
9 CONNECTION DETAIL
SCALE= NTS
DRAWN BY: DM TUBULAR BUILDING SYSTEMS
30'xIT ENCLOSED BUILDING
NECKED BY: PDH
ACT 11GR: WSM DATE: 3-31-17 SCALE: NTS JOB NOD 16022S
BOX EAVE RAFTER LEAN-TO OPTIONS
ROOF EXTENSION OPTION
` 24' 18 GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH
(2)1/4'x3/4' SDF'S AT
EACH END
(4 PER BRACE)
MAIN STRUCTURE
STANDARD LEAN-TO GP
TYPICAL BOX EAVE RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE 1/6' = 1'-0'
NIPPLE
12' LONG TS 15 CA RA•7ER 3/16 IV/
NIPPLE SECURE POST
TO NIPPLE WITH
(4) 1/4'x 3/4' SE- S
°
5'
TS EXTENSION
RAFTER
TS POST
TS 3CX EAVE RAFTER
SECURE WITH
(4) I/-'x3/4' SDF'S
(EACH END)
CA U-CHA\kEL BRACE
MINiMJM 6' LONC, MINIMUM 15 CA.
IS NIPPLE SECURE POST TO NI;PLE
WITH (4) 1/4'x3/4' SCF'S
SIDE EXTENSION RAFTER/
11 CORNER POST DETAIL
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOCUMENT IS THE PROPERTY OF HOORE AND ASSOCIATES, INC. THE
LOMTHORIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
STRICTLY PROtlBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
2'.2'X2' 16 CA ANGLE CLIP
SECURE r0 POST AND RAFTER
WITH 1/4'x3/4' SDF'S 2 [INTOP AND 2 ON BOTTOM
-TS RAFTER
TS POST
LEAN—TO RAFTER TO RAFTER
12 POST CONNECTION DETAIL
SCALE NTS
LAWN BY: DAH TUBULAR BUILDING SYSTEMS
CKED BY: PDH 30,x14' ENCLOSED BUILDING
JECT 11GR: WSH DATE: 3-31-17 SCALE- NTS .JOB KO 16022S
BOW RAFTER LEAN-TO OPTION
24' IB CA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (2)
1/4'.3/4' SOF'S AT
EACH END
(4 PER BRACE)
TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION
SCALE 1/8' = 1'-0'
2'.2'%2' 16 CA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4'.3/4'
SDF'S 2 ON TOP AND 2 ON
BD T TOM
2'.2'x2' 16 CA ANGLE C,IP
SECURE TO POST AND RAFTER
WITH 1/4'.3/4' SDF'S 2 ON
TOP AND 2 ON BOTTOM
TS RAFTER,
TS POST
IS BOW RAFTER
S.
SECURE WITH
(4) 1/4'.3/4' S➢F'S
(EACH END)
GA J-CHANNEL BRACE
M:N!"UM. 6' LONG. MINM- 15 CA..
TS NIPPLE SECURE BOW RAFTER AND
POST TO NIPPLE WITH (4) 1/4'.3/4'
S', S
LEAN-TO RAFTER TO RAFTER
1 POST CONNECTION DETAIL
1` SCALc NTS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUIENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INC. THE
HERIZED REPRODUCTION. COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
fLY PROHIBITED AND ANY INFRINGEMENT THEREUPON N11Y BE SUBJECT TO
NGR: WSN
TUBULAR BUILDING SYSTEMS
30'x 14' ENCLOSED BUILDING
BOX EAVE RAFTER VERTICAL ROOF OPTION
30' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION
VERTICAL ROOF
SCALE 1/B' = 1'-0'
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION
VERTICAL ROOF
ISCALE 1/8' = 1-0'
29 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS WITH 1/4'x3/4'
SDr"'S WITH CONTROL
'ERE AVERAGE 9' OC
5 SPACING CM,AX.)
1
4 12
Q 3
FLASHING i5'-16 GAUGE II
FURRING CHANNEL 24' 19 GA U-CHANNEL u
(PURLIN) BRACE FASTENED TD
RAFTER WITH (2> I u
1/4'x3/4' SDF'S AT I!
EACH END
(4 PER BRACE)
4
2
4
TYPICAL SECTION
VERTICAL ROOF OPTI❑N
SCALE NTS
S
PyN CENW*-. i
5 70 =
*; .*-
Z(17 4
• TATE OF . k/
S� O :•
. •� `
.� •• O R % p•a�;,��
i� S ••....•••
MOORE AND ASSOCIATES DRAT
ENGINEERING AND CONSULTING, INC. cHri
THIS DOCUMENT IS THE PROPERTY OP MOORE AND ASSOCI6%7ES, UC. THE
UNAUTHORIZED REPRODUCTION, COPYING, OR OTHERwlSE USE OR THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
[15' -IB GAUCE FURRING CHANNEL SPACED NOT MORE
THN 4'-D' OC AND FASTENED TO EACH RAFTER WITH
c2) 1/4'X3/4' SDF•S
LENGTH VARIES DEPENDING ON
M.ro Awn c—r ,,, — A. T-1
B
SEE NOTES
(PAGE 3)
FUR MAXIMLM
SPACING
i
TYPICAL FRAMING SECTION
VERTICAL ROOF OPTION
SCALE 1/8' = 1-0'
15'-1B GAUD.
FURRING CHA
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE NTS
BY: DAH TUBULAR BUILDING SYSTEMS
30'x14' ENCLOSED BUILDING
OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED
INSTALL 1/20 ANCHOR
ROD THROUGH BASE RAIL
WWF OR FIBERGLASS
VITHIN 6' OF EACH
1 1/2"
FIBERS
POST (SEE DETAIL 'C')
(TYPJ
\
1 1/2"
(— JWF OR FIBERGLASS
1 FIBERS
7I
I r
INSTALL 1/20 ANCHOR
RO➢ THROUGH BASE RAIL
WIT OF
POST I 6' ➢ETAIL CHTHIS
SHEET7
GRADE
MINIMUM 6' •
MIN " ENT
(TYP>
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN) REINFORCED
WITH (2) 44'S CONTINUOUS
im
CONCRETE MONOLITHIC SLAB
IA BASE RAIL ANCHORAGE
SCALE NTS
(MINIMUM
ANCHOR EDGE DISTPNCE [S 1 1/2')
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 29 DAYS
COVER OVER REINFORCING STEEL:
FOR FDUNDATIONS, MINIMUM CONCRETE CDVER OVER REINFORCING
BARS SHALL BE PER ACI-319
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGPINSI
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 ZB5 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 0 THE
. BAR• IS NOT LESS THAN SIX —BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NDT
BE FIELD BENT
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC-THE
HORIZE0 REPRODUCTION, COPYING, OR OTHERVISE USE OF THIS DOCUMENT IS
ILY PROHIBITED AND ANY IWRINGEHEHT THEREUPON MAY BE SUBJECT TO
GRADE
MINIMUM 6'
EMBEDMENT
(TYP)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN) REINFORCED
WITH (2) a:'s CONTINUOUS
CONCRETE SLAB BASE RAIL
IB ANCHORAGE
SCALE NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
ANCHOR ROD THROUGH BASE
1C RAIL DETAIL
SCALE NTS
.%,E S • A40,
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:���yaQ'.• y�0 E N `SF�9�` ma's
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TATL OF kl
iOi(�•••Al Q' _�•�`
o
IY= JN TUBULAR BUILDING SYSTEMS
30'xIT ENCLOSED BUILDING
BY: PDH
NGRP vSN DATE 3-31-17 SCALE- NTS JOB ND 16022S
TBS SHT. 16 DVG. N11 SK-2 REV: 3