HomeMy WebLinkAboutStructural Design`r.
RE
MAY 2 7 "'020
STD Lucie County, Permitting
STRUCTURAL DESIGN
FULLY OPEN CARPORT BUILDING
EXPOSURE B
MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE
FRAME AND BOW FRAME
20 February 2018
Revision 5
M&A Project No. 16022S/173®DS/18028S
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 % 0
Mount Airy, NC 27030 d 0 Ll� 'V 71019
i
9'
STATE OF
'O
Z005.
'�' — 5. O �M�OORE ANO ASSOCIATES
REVIEWEDFOF N GINFF_RINr AND r0NSULTI\r
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
yy
2019
* °
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9'. STATE OF .:��
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MOORE AND ASSOCIATES
DRAWN BY: JRS
TUBULAR BUILDING SYSTEMS
INC.30'-0"x2O'-O"
ENGINEERING AND CONSULTING, IN
FULLY OPEN CARPORT EXP. B
PE SEAL COVER SHEET
CHECKED 81 PDH
PROJECT MDR: WSM
DATE: 2-20-I8
SCALE: NTS
B M0
160225/172MS/18028S
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES ENGINEERING AND
CONSULTING INC U%UTHORIBED REPRODUCTIUL COPYING, M OTHERWISE USE or
CLIENT. TBS
SHT. 1
DWD. NQ SK-1 REV, 5
THIS DOCUMENT IS STRICTLY PROHIBITED AND ANY INTRINGEMENT THEREUPON NAY
BE SUBJECT TO LEGAL ACTION
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
6A
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
BA
TYPICAL RAFTER COLUMN CONNECTION DETAILS
(DOUBLE COLUMN)
SHEET
BB
TYPICAL RAFTER COLUMN CONNECTION DETAILS
(SINGLE COLUMN)
SHEET
9A
BASE RAIL ANCHORAGE OPTIONS
SHEET
9B
OPTIONAL FOUNDATION ANCHORAGE
SHEET
10
BOX EAVE RAFTER GABLE END ❑PTION
SHEET
11
BOW RAFTER GABLE END OPTION
SHEET
12
BOX EAVE RAFTER EXTRA SIDE PANEL OPTION
SHEET
13
BOW RAFTER EXTRA SIDE PANEL ❑PTION
SHEET
14
BOX EAVE RAFTER VERTICAL ROOF OPTION
SHEET
15
LEAN-TO ❑PTIONS (BOX EAVE RAFTER)
SHEET
16
LEAN-TO ❑PTIONS (BOW RAFTER)
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
NO 57170
OCT 1*7 2019 1
STATE OF
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
ND
e
5
INSTALLATION NOTES AND SPECIFICATIONS
1. DESIGN IS FOR A MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT FULLY OPEN CARPORT.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBG 6TH EDITION, 2012 INTERNATIONAL BUILDING CODE (IBC)
AND 2015 IBC.
3. DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 10 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 61 TO 109 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.D FEET.
G. LOW HAZARD RISK CATEGORY I.
7. WIND EXPOSURE CATEGORY B.
B. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' — 14 GAUGE TUBE STEEL (TS) FRAMING
MEMBERS, FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTEM.
9. AVERAGE FASTENER SPACING UN —CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = 6', (MAX.)
10, FASTENERS CONSIST OF #12-140/4' SELF —DRILLING FASTENER (S➢F), 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 REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY.
IL 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 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE USED FOR LOW
( C 108 MPH NOMINAL) WIND SPEEDS ONLY, OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USE IN UNSUITABLE
SOILS AS NOTED.
I3. 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 1/[I/III
R= 3.25 I,= 1.0
S,,= 1.522 V= CsW
Sop D.B39
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
S * NO 57170
OCT 1*7 2019 •:#c
STATE OF00.
Ot
4S81
A, '�t`����
TUBULAR BUILDING SYSTEMS
30'-0"x2O'-O" FULLY OPEN CARPORT EXP. B
JOB ND
2-20-I8 SCALE, NTS 16022S/173ODS/IE
DVC, ND SK-I Ev: 5
❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING
TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALE: NTS
❑ BOW FRAME RAFTER ENCLOSED BUILDING
TYPICAL END ELEVATION
SC.ALE1. NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SIDE ELEVATION -HORIZONTAL ROOF
SCALE NTS
TYPICAL SIDE ELEVATION
SCALES NTS
OCT 1*7 2019 �;*
STATE OF
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
my
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALES NTS
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
SEE NOTES
(SHEET 31
FOR MAXIMUM
PACING
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE NTS
*j.
No 57170
.00T I '*
� 2019 e
STATE OF
0
•� OR►OP,
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
MY
IS ROOF RAFTER
E WITH
3/16 RAFTERT SLEEVE T'P.I SDF SR2(E P[H END)
o MINIMUM 6' LONG. MINIMUM
15 GA., IS NIPPLE, SECURE
POST TO NIPPLE WITH (41
312-14x3/4' SDF'S
6' 3/I6 N IB GA. U-CHANNEL BRACE
CHORD
TS CDLUM9-4-1:�
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 16'-D- C TO < 20'-0-
1 SCALE- NTS
IB GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RDDF BEAM, WITH (4)
x12-14x3/4' SDF'S AT EACH
L
I/2' END (B PER BRACE)
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
COLUMN
MmmUN IS toNG.
MINIMUM 15 SECURE
TS
NIPPLE. SECURE
WITH (4)
012-14x3/4' SDF'S c - 3/16 SO
3/I6 BA
IS CONTINUOUS
BASE RAIL
RAFTER COLUMN/BASE RAIL
U2 CONNECTION DETAIL
SCALE: NITS
TUBULAR BUILDING SYSTEMS
30'4'x20'-0" FULLY OPEN CARPORT EXP. B
SECURE WITH
UI CR-14x3/4
SOPS (EACH END)
IS ROOF RAFTER
3/16 2
3/16 3� i
6 /
WITH (4)
912-14x3/4' SDF'S
j I (// / SIB GA. U-CHANNEL BRACE
DOUBLE COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS W-0' C TO C_ 16'-0'
a SCALE NTS
ID GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF BEAM, v1TH (41
qt2-14x3/4' SDp S AT EACH
L
1/2' END lB PER BRACE) i-
BRACE SECTION
SCALE- NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
SLEE\
BASE
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
SCALE: NTS
No 57170
*' OCT 1*7 2019
STATE OF
TUBULAR BUILDING SYSTEMS
30'-0"n20'-0" FULLY OPEN CARPORT EXP. B
65
5
SECURE WITH—
(O 112-14x3/4'
SBF'S (EACH END)
CGMNCIS ROOF RAFTER SLEEVE
TGR 3/16 12 =
SLEEVE /
I RAFTER 3/16
0R
,p
V
TS ROOF RAFTER
CONNECTOR 3/16
SLEEVE
12
TG RAFTER 3/16
6,
3�
MINIMUM 6'
_ -
l5 GA,.
_
,
IS NISECURE
IS NIPPLE, SECURE
p
ey.Y
PCs i0 NIPPLE
ti
SECURE WITH
WITH (4)
(4) p12-14x3/4'
R12-14x3/4' SDP'S
"F' SOPS (EACH ONG)
ryA
MINIMUM G' LONG.
MIN MUM 15 GA.,
IS NIPPLE. SECURE
IS GA. U-CHANNEL BRACE
POST TO NIPPLE
WITH (4)
R12-14x3/4' SDF'S
IS COLUMN
-.
- 1B GA. U-[MANNEL BRACE t5 COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
T A FOR HEIGHTS 12'-0- C TO S, 14'-0'
ar) SCALE. NTS
TS C3LUMN
MINIMUM 6' LCNG,
SLEEVE TO 3/16 CONNECTOR SLEEVE
BASE RAIL 3/16 -o MINIMUM 15 GA.,
SECURE WIT (
a12-14e3/4' SDF'S
IS CONTINUOUS
BASE RAIL
0�� RAFTER COLUMN/BASE RAIL
/ 2 \CONNECTION DETAIL
SCALE NTS
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
IB FOR HEIGHTS < 12'-0-
SCALE NTS
1 * ; NO 57170
OCT 1 2019
STATE ,.
�NNEL BRAE E OF W
pIa-14x2/4' SDF'S AT EACH
2 12• END (B PER BRACE)
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
TUBULAR BUILDING SYSTEMS
30'4'x20'-0" FULLY OPEN CARPORT EXP. B
2-20-18 SCALES NTS 160225/1771A
6C OVfi NO-SK-I REV, 5
1S OOV RPFTER�\ 29 GA
LVANIZES FASTENED
METAL ROOF AND WALL
PANELS TO RAPIERS AND POSTS
TAL ROOF AND WALL
/--� PANELS GALVANIZED
TOERAFTERS AND POSTS
IS BOW RAFTER
�D
24' IS GA, U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
012-14i3/4' SDF'S AT
EACH END (B PER BRACE)
24. 12 GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
012-14v3/4' SDF'S AT
EACH END IB PER BRACE)
QT
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE- NTS SCALE: NTS
SEE NOTES
SHEET 3)
FOR MAXIMUM
SPACING
TYPICAL RAFTER/COLUMN SIDE FRAMING SEC
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
* ; No 57170
:OCT 1 1 2019
=v; ¢_
9O STATE OF , <u?
0t%. ^% OR10P �A*
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
PJDD ND2-20-18 SCALE• NTS 16022S/17300SAS
7 Dv4 ND. SK-1 Ew 5
SBF'S (EACH END)
IS BOW RAFTER
12
NO SEND J/
REQUIRED IN i
BOY END ,
9.
F
KDOUBLE
A U-CHANNEL BRACE
MINIMUM 6•NINMUN 15 GA.,TS NIPPLE. SECURE
BOV RAFTER AND
Pp$i Tp NIPPLEWITH Ufa1z-Ia.Bia• soF�s
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
I FOR HEIGHTS 14'-D' < TO < 16'-0'
SCALE: NTS
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
RAFTER COLUMN/BASE RAIL
2 CONNECTION DETAIL
SCALE, BITS
. NO 57170
*eOCT 1*7 2019 •:*
STATE OF ,'<4
A,(
TUBULAR BUILDING SYSTEMS
30'-Vx20'-0" FULLY OPEN CARPORT EXP. B
ND SK-1 PEV.- 5
SECURE VITH
(4) 412-I4x3/4'
SDFS (EACH END)
IS DOW RAFTER
NO SCREWS
3�_ '
IS BOW RAFTER
REQUIRED IN
BOW END
12
NO SIRENS
OD IN
Qqd
/Lf
B OW END
%
es, SECURE WITH
(4) 812-14x3/
d SOPS (EACH 1
_
2
0
—
G
/
-
- ID GA. U-CHANNEL BRACE
MINIMUM 6' LONG,
e5'
MINIMUM 15 GA.,
IS NIPPLE. SECURE
-
DOV RAFTER AND
POST TO NIPPLE
WITH (4)
MINIMUM 6' LONG,
n12-14x3/4' SDFS
MINIMUM 15 GA..
TS NIPPLE, SECURE
IR GA. U-CHANNEL BRACE
BOW RAFTER AND
IS COLUMN
POST TO NIPPLE
TS COLUMN
VITH 14)
u12-14e3/4' SDF'S
BOX EAVE RAFTER COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
CONNECTION DETAIL
FOR HEIGHTS < 12'-0-
FOR HEIGHTS 12'-0- C TO < W-0-
SCALE: NTS
1n
an
SCALE: NTS
IS COLUMN
MINIMUM 6• LONG.
SLEEVE TO 3/16 CONNECTOR SLEEVE
BASE RAIL 3/1g A MINIMUM 15 GA.,
SECURE WITH (4)
B12-14x3/4' SDFS
IS CONTINUOUS
BASE RAIL
0 RAFTER COLUMN/BASE RAIL
/ ' ,CONNECTION DETAIL
I- SCALES NTS
19 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF BEAM, WITH (4)
tl12-14x3/4• SOPS AT EACH
2 1/2' END (D PER BRACE)
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
# ; No 57170
OCT 1*7 2019
STATE OF 410/
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
JOB ND
2-20-18 SCALE, NTS 16022S/173005/18028!
8B BVG ND SK-1 EV: 5
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
FIBERGLASS
NININUv 3 1/Y
-
EMBEOMENT
- ' -
RYP)
MONOLITHIC CONCRETE FOOT
(3000 PSI MIN) REINFORCED
WITH (2) 44'S CONTINUOUS
1/2'¢6 3/4' EXPANSION
THROUGH BASE RAIL
6' OF EACH POST.
CONCRETE MONOLITHIC SLAB
3Aa ` BASE RAIL ANCHORAGE
'�� SCALE'1 NTS
(MINIMUM ANCHOR EDGE DISTANCE IS 4')
• COORDINATE WITH LOCAL CODES/ORD.
GENERAL NOTES
CONCRETE)
2' WASHERS
TOP OF ASPHALT IHNUUUX IH1 .P11 NPIL ANY
PAVEMENT
OR SECURE TO ANCHOR EYE WITH
GROUND SURFACE �(� V2' DIAMETER THROUGH BOLT
1
_.... _.. ".- 1
iS CONTINUOUS
BASE RAIL
HELIX EYE AN60R
(SEE NOTES BELOW)
gqIy►�/ D>� GROL BASwE HEL1 9NGHOR61G
.pB@}iR E'.1NTStEDl�.[ASC'�447)�lCSX
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 DR EXPOSED TO
THE EARTH OR WEATHER, AND I V2 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:
L 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 EMBE➢MENT,
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) 8' HELICES
WITH MINIMUM 60 INCH EMBEDMENT.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
O C Vol TIN �: *
STATE OF
TUBULAR BUILDING SYSTEMS
30'-0"x2O'-O" FULLY OPEN CARPORT EXP. B
9A
OPTIONAL FOUNDATION ANCHORAGE FOR LOW & HIGH WIND SPEED
INSTALL 12'0 ANCHOR INSTALL 1/2'0 ANCHOR A 11/2•
ROD THROUGH BASE RAIL yyF OR RDD THROUGH BASE RAIL Iryl^
WVF OR FIBERGLASS v1iHIN 6. OF EACH FIBERGLASS VITHIN 6' OF EA[H'
POST (SEE DETAIL 'C'l FIBERS POST (SEE DETAIL 'Cl
rFIBERS (iYP.) (TIP.'
:.....-... e
MINIMUM
END 6' / -
EDmENi
NDLT( `I
_L '_ITHIC CONCRETE FOOTING t PSI MIND RNTINU US -- — i
l2) X4's CONTINUOUS
CONCRETE MONOLITHIC SLAB
3 A BASE RAIL ANCHORAGE
SCALE KITS
(MINIMUM 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,OD0 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
GD. 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.
1/2'0 A36
THREADED
ROD
T/CONCRETE
1/B
ANCHOR ROD THROUGH BASE
3C RAIL DETAIL
SCALES NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
3f�-3E_) 3f iE 3f
MINIMUM 6-
EMBEDMENT --
(TYPA
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED
VITH (21 B4's CONTINUOUS
CONCRETE MONOLITHIC SLAB
3 B BASE RAIL ANCHORAGE
SCALE: KITS
(MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2')
M COORDINATE WITH LOCAL CODES/ORD.
J
*.� NO 57170
'
OCT 1*7 2019 :#
STATE OF ,'Qj
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
NO: SK-I�V, 55
BOX EAVE RAFTER GABLE END OPTION
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE: NTS
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE NTS
IS BOX EAVE RAFTER '
_ 2'x2'K2. 15 GA. CLIP ANGLE SECURE
i0 BOX EAVE RAFTER AND GABLE
_ RAIL V/ U) "2-N.3/4' SOPS 2
IS PUST ON TOP, 2 ON BOTTOM
GABLE RAIL
NIPPLE T➢ `2'v2't2' 16 G0. CLIP AV
RAFTER 3/16 SECURE T➢ RAFTER POST AND
GABLE RAIL V/ (4) 112-14x3/4'
SD-'S 2 ON TOP, 2 ON SIDE
YNMUM 5' LONG. 4141MUM 15 SA..
TS NIPPLE. SECURE POST TO NIPPLE
COLUMN
BOX EAVE RAFTER GABLE RAIL TO
4 RAFTER POST CONNECTION DETAIL
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
*i ONo 57170
CT 1 7 20I9 2 .:*
a * �
9:
9'. STATE OF :.W
AL
TUBULAR BUILDING SYSTEMS
30'-0"x20'-0" FULLY OPEN CARPORT EXP. B
I BE 6nB,ICCT TO LEGAL KiIDI� � CLIENT. TBS ISNT. 10 IDV6 ND. SK-1 PIEVA 5
BOW RAFTER GABLE END OPTION
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE, NTS
IS BOW RArTER
`2'a2'a2' IS GA. CLIP ANGLE
SLUC TO BOW RAFT iER AND
GABLE RAIL V/ cu B12-Hr3/a•
S.F'S, 2 ON TOP, 2 ON BOTTOM
/ ANGLE SE a TO 24 I-. ITS POST
STAID GABLE RAIL
V/;aw x12-14.3/V SDr'S,
TOP AND BOTTOM
MINInUn 6' LONG, MINIMUM IS GA., "-IS GABLE RAIL
POST
BOW RAFTER GABLE RAIL TO
RAFTER/POST CONNECTION DETAIL
SCALE- NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
SEE NOTES
,SHEET 3)
FOR MAXIMUM
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE: NTS
No 57170
*f OCT 1*7 2019
9: STATE OF
0,p•.,Ao
TUBULAR BUILDING SYSTEMS
30'-0"x20W' FULLY OPEN CARPORT EXP. B
11 DV4 ND SK-1 EV: 5
BOX EAVE RAFTER EXTRA SIDE PANEL OPTION
TS ROOF RAFTER 29 GA, GALVANIZED METAL ROOF AND
PANELS FASTENED TO RAFTERS AND I
ID GA.
TYPICAL RAFTER/POST FRAME
SECTION EXTRA SIDE PANELS
SCALE, NTS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE NTS
No 57170
::OCT 1*7 2019 *
v:
STATE OF
TUBULAR BUILDING SYSTEMS
30'-0" xW-O" FULLY OPEN CARPORT EXP. B
SK-1
BOW RAFTER EXTRA SIDE PANEL OPTION
TYPICAL RAFTER/POST FRAME
SECTION EXTRA SIDE PANELS
SCALE: NTS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE: NTS
NO 57170
OCT 1*7 2019.*
STATE OF
TUBULAR BUILDING SYSTEMS
30'-Vx20'-0" FULLY OPEN CARPORT EXP. B
BOX EAVE RAFTER VERTICAL ROOF OPTION
I
;i31. i 1 I I
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
FOfi MAAIMUM / ID EACH �RAFTER �WITH �(2)�N12-14A/4'�
SPACING SLF'S
CAL FRAMING SECTION
TICAL ROOF/SIDING OF
: NITS
NO 57170
OCT 1,*7 2019
STATE OF
TUBULAR BUILDING SYSTEMS
30'-0'k20'-0" FULLY OPEN CARPORT EXP. B
BOX EAVE RAFTER LEAN-TO OPTIONS
ROOF EXTENSION
OPTION
MAIN STRUCTURE
TYPICAL BOX EAVE RAFTER LEAN-TO ❑PTI
SCALE- NTS
MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TD IS 16'-D'.
TS BOX CAVE RAFTER
NIPPLE Tp
RAFTER 3/t6
12' LONG iS IS GA
NIPPLE . SECURE -
COLUMN ip NflPLE
WITH %12-140/4' SDF S _
LiRAFTERS E%TENSION pg..
MINMUM S' LONG,
M[NMUM 15 GA., IS
NIPPLE. SECURE /
COLUMN TO NIPPLE
SDP'S
GA U-CHANNEL BRACE
SIDE EXTENSION RAFTER/COLUMN DETAIL
SCALEt NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
SDF S
STANDARD
LEAN-TO OPTION
16 GA. ANGLE CLIP
TO COLUMN AND
WITH NI2-14x3/4'
ON TOP AND 2 ON
ITS RAFTER
S COLUMN
LEAN-TO RAFTER TO RAFTER
7 COLUMN CONNECTION DETAIL
SCALE NTS
111
* No 57170 r.
9 OCT 2019•'*
9O ; STATE OF
R 1 ID P'\2%,�
TUBULAR BUILDING SYSTEMS
30'-O"z2O'-O" FULLY OPEN CARPORT EXP. B
mB NM
5
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
SECURE WITH
(0 412-10x3'/ '
SDF'S (EACH ENO)
IS BOW RAFTER
12
0 S(RED
EOURED N
pW END
9
R9��G
2's2'x2' 15 GA. ANGLE
CLIP SECURE ip COLUMN 18 GA. U-CHANNEL BRACE
AND RAFTER WITH
xl2-lax3/a' SDF'S 2 ON
TpP qN0 2 E�NRCTTO.
TS RAFTE
TS COLUMN
( Q ASIDE EXTENSION RAFTER/COLUMN DETAIL
SCALES NTS
MOORE AND ASSOCIATES
ENGINEERING' AND CONSULTING, INC.
No 57170 *
-
* OCT *7 2019*
STATE OF .•�
•.0,�•.,AS
•i tCSi : O R 1,, • G\���
,,S,,NA'
TUBULAR BUILDING SYSTEMS
30'-0'x20W' FULLY OPEN CARPORT EXP. B
NR SK-1 JREVA 5