HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY:
DATE FILED: 4- / ,5-,2-0
REVISION FEE: =00
SCANNED
BY i%
St. Lucie Counly
LOCATION/SITE
ADDRESS: l
PERMIT #
RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION D
2300 VIRGINIA AVENUE 1' "ejal
FORT PIERCE, FL 34982.56 2 kimm
,
(772) 462.1553
APPLICATION FOR BUILDING PE
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS: �1
CONTRACTOR INFORMATION:
STATE of FL REG./CERT
BUSINESS NAME:
QUALIFIERS NAME: _
ADDRESS:.
CITY:
PHONE (DAYTIME): _
Film
OWNER/BUIL INFORMA
NAME /
STATE:
rl
REVISIOdIR 15 2020
Permitting Department
St. Lucie County, FL
ST. LUCIE CO CERT. #:
FAX:
ZIP:
CITY: C(% STATE: `-3 (� ZIP:
PHONE (DAYTIME: -Z:. k FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
FEE"
Io
WIDTH:
METAL CARPORT INSTALLATION PLANS AND DETAILS
GTiTrk
FRAMING AND FASTENER SPECIFICATIONS
SITE SPECIFIC PLANS
12 ft LENGTH: 44 ft LEG HEIGHT:
With 12' x 24' x 13' Lean-to
V SCANNED
BY
`. Lucie County
These plans were prepared for:
16 Frank Acquaro
ft 221 SE Camino Street
Port St. Lucie, FL 34952
Use of these plans by anyone
else is prohibited.
I !i0-Dii2
REVIEWED F
CODE COMPLI
ST. LUCIE/+COI
BOCC 6
_i
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
This document is the property of:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Use of these plans without the permission
of Carolina Carports, Inc. is prohibited.
NOTE:
USE 4 x 2j 12 GAUGE STEEL TUBE
FOR ALL FRAME AND BASE RAIL
MEMBERS UNLESS OTHERWISE SHOWN.
HE OWNER IS RESPONSIBLE FOR OBTAINING A
ING PERMIT, IF NEEDED, AND FOR COMPLYING
ALL LOCAL BUILDING CODE REQUIREMENTS.
*19IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
SEISMIC PARAMETERS
SITE
STATE
FL
ZIP CODE
34952
RISK CATEGORY
I
SEISMIC IMPORTANCE CATEGORY
1.00
GROUND MOTION
Ss
0.0546
S,
0.0261
SITE COEFFICIENTS
SITE CLASS
D
Fo
1.60
Fv
2.40
MAXIMUM CONSIDERED
EARTHQUAKE ACCELERATION
SMs
0.087
Sp,
0.067
SITE COEFFICIENTS
S,
0.058
Sp,
0.045
SEISMIC DESIGN CATEGORY
A
RESISTING SYSTEM
OSMF
RESPONSE MODIFICATION COEFFICIENT
R
3.50
OVERSTRENGTH FACTOR
Do
3.00
DEFLECTION AMPURCATION FACTOR
Cd
REDUNDANCY FACTOR
P
1.0
APPROXIMATE BUILDING PERIOD
Ta
0.244
SEISMIC RESPONSE COEFFICIENT
Cs
0.01
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
I
USE GROUP
U
CONSTRUCTION TYPE
2B
FLOOR LIVE LOAD
100 PSF
ROOF LIVE LOAD
20 PSF
GROUND SNOW LOAD
0 PSF
ULTIMATE WIND SPEED
148 MPH
EXPOSURE CATEGORY
D
:ILE CQPI_ LIJ
111,,,,,
O0�•.�'b\CE SF •.
0. 6
OF
%�ol� _P.•��e
Y\
SHEET SP-1
FII
n
26 Go. METAL
26 Go. METAL
FRONT ELEVATION
METAL- —
'ANELS
FII
26 Go. METAL
.12'
-� CONCRETE FOUNDATION
11 12'_0• +I 12'-0• it
REAR ELEVATION
26 Go. METAL
ROOF PANELS
HAT CHANNEL
PURLINS-\ _ jam= 13
METAL
ANELS
6 Gm METAL
SIDE PANELS
_____________, 12' CONC. SLAB_ _
�i---------'--------------1 CONCRETE FOUNDATION
II -C CONC. SLAB T 12'-0' 12'-0'
.174. CONCRETE FOUNDATION
II 12•-D• 12•-0•
REAR FRAMINGFOUND
•, LOCALATION UIIUDINGPTH IN ODE REOIWIREMENTS TM FRONT FRAMING \\��`�0 �. LUFeei /
�4,b' .",\GEN i
No 6 9 N
AT OF IZZ
OR\�.••'
, os/n.,.,
SHEET SP-2
V
FINISHED
GRADE
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ILIII.III'
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0
1
FINISHED
GRADE
---------------------------------------
L1-------------------------------------------------�
44._O.
LEFT SIDE ELEVATION
26 Go. METAL
ROOF PANELS
12 Go.
TUBE
23'
STEEL
FRAME11
i
D
---------- ------ ---- -------------- ---- ----
L1--------------------------------------------------------
12'-0' 24'-O' I 6'-0.
LEFT SIDE FRAMING
-26 Go. METAL
SIDE PANELS
6.
FINISHED
GRADE -
26 Go. METAL
ROOF PANELS-\
111111111111111NIIII
ilill11111
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Illlllllllllllllllllllll
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-
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c
e
RIGHT SIDE ELEVATION
6.
-26 Ga. METAL
SIDE PANELS
SHEET SP-3
0
0
z
94'—D.
4•-0'
r0 ANCHOR BOLT
-� -----
r---VD
DOUBLE DOUBLE- DOUBLEN
2j' 12 Go. 2j' 12 Go.
STEEL TUBE STEEL TUBE STEEL TUBE
a'
g
END POST FRAME BASE RAIL
,G
a
o
I
17
DOUBLE
12 Go. B' THICKENED
STEEL
TUBE
L BASE RAIL CONCRETE SLAB
o
'\L 21' 12 Ga.
2j"12 STEEL
BLE 4' CONCRETE SLAB TUBE
TUBE
BE
STEEEL BASE RAIL
o
(BY OTHERS)
12 Ga. LADDER LEG
POST
o 0
{ n
o �
PERIMETER FOOTING,
2j' 12 Go. 2j' 12 Go.
AS REWIRED BY
._
0
o:
STEEL TUBE LOCAL BUILDING CODE STEEL TUBE
LEG (BY OTHERS) BASE RAIL
— — — —LADDER
— —
4'-0' 3'-0'
21' 12 GA. DOUBLE STEEL TUBE FRAME 11 SPACES ® 34'-0
SLAB PLAN
SCALE: NTS
26 Go. METAL
ROOF PANELS
HAT CHANNEL
PURUNS,
2
16 Go.
U-BRACE 2j' 12 Ga
STEEL TUBE
0
n
FlNISHED
21' 12 Ga.
STEEL TUBE
LADDER LEG
DOUBLE.
__ _ - -tir_- ___________ __
III 4' CONC. _ SLAB f
ri2-r CONCRETE FOUNDATION
IF 12'-0' 12'-D'
24'-0'
"FOUNDATION DEPTH IN ACCORDANCE WITH TYPICAL SECTION
LOCAL BUILDING CODE REQUIREMENTS.
_\ 0 2 6
ATE OF Q
'•.COR10P.•����
TABLE 1
BOW/RAFTER FRAME,
END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
WIND
ULTIMATE
NOMINAL
MAXIMUM
MAXIMUM
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
EXPOSURE
WIND SPEED
WIND SPEED
GROUND
SNOW LOAD
POST/RAFTER
SPACING
PURLINS, AND POSTS OR GIRTS
CATEGORY
(MPH)
(MPH)
(PSF)
(FEET)
(INCHES)
METAL PANELS
SPACING
B. C. OR
105 TO 170
85 TO 136
30
4.0
26 gauge
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12
or 14
gauge steel tube
bow frames.
2. Fasteners consist
of #12-14 x i" self -drilling screws with control seal wosher.
3. Specifications applicable only for mean roof height of 24 feet or less and
roof slopes
of 7 to 27 degrees
(1.5:12 to 6:12 pitch). Spacing requirements for other
roof
heights and/or
slopes may vary.
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.1-R5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD FLAPS, LLC
FL1738.1-R2
706 Flood Flap
10/03/17
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3-R1
Series 402-14
01/29/18
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5-R1
Series 407
01/29/18
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
06/18/19
12' x 8' 26 Gauge
FL16806.1-R4
8' x 8' 26 Gauge
FL16806.2-R4
16' x 8' 26 Gauge
FL16806.3-R4
10' x 8' 26 Gauge
FL16806.4-R4
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
Model 185 SH
FL17499.1-R2
12/29/17
GENERAL NOTES:
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS), COMPONENTS AND CLADDING, AND BASE RAIL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING, Bur NOT LIMITED TO, PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS. OR OTHER LOCAL
ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
THESE STRUCTURES ARE DESIGNED AS UPLRY/STORAGE BUILDINGS CAPABLE OF SUPPORTING THE DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE
AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S
RISK. CAROLINA CARPORTS SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPUCATION OF ADDRIONAL LOADS.
ALL STEEL TUBING SHALL BE 55 KSI STEEL OR BETTER. ALL METAL PANELS SHALL BE 80 KSI STEEL OR BETTER.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHERS AT AN AVERAGE SPACING OF
8' FOR 29 GAUGE PANELS AND 6' FOR 26 GAUGE PANELS.
ALL FIELD CONNECTIONS SHALL BE #12 x 3' SELF DRILLING FASTENERS (SDF) UNLESS NOTED OTHERWISE
ALL WELDED CONNECTIONS SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE
GROUND ANCHOR REQUIREMENTS: INSTALL HELICAL ANCHORS WITHIN 6' OF EACH CORNER POST AND AT A MAXIMUM SPACING OF 25' ALONG THE BASE
RAIL INSTALL GROUND RODS (g4 THREADED REBAR) BETWEEN THE HELICAL ANCHORS AT A MAXIMUM SPACING OF 5' AND A MINIMUM SPACING OF 4'
ALONG THE BASE RAIL HELICAL ANCHORS AND GROUND RODS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
CONCRETE EXPANSION ANCHORS SHALL BE ITV RAMSET/REDHEAD TRUBOLT WEDGE ANCHOR, WEJ-IT ANKR-TILE MODEL AT1252, OR SLEEVE ANCHOR MODEL
NSA 1260. OR APPROVED EQUAL.
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND HEADERS.
PROVIDE LONGITUDINAL BRACING ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSS FOR THE FULL LENGTH OF THE BUILDING IN AT LEAST SIX
LOCATIONS AS INDICATED.
GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN
ACCORDANCE WITH ASrM A 153, CUSS B-2. METAL PLATE CONNECTORS. SCREWS, BOLTS AND NABS EXPOSED DIRECTLY TO THE WEATHER SHALL BE
STAINLESS STEEL OR HOT DIPPED GALVANIZED.
STANDARD CARPORT
DETAILS
12 ft to 24 ft SPAN
NOTE: USE 2 x 24" 14 Go.
❑X 24" x 2j" 12 Ga.
STEEL TUBE FOR ALL FRAME AND BASE
RAIL MEMBERS UNLESS OTHERWISE SHOWN.
ISOMETRIC
ISOMETRIC
CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
CONCRETE SLAB AND FOUNDATION ARE BY OTHERS.
COORDINATE CONCRETE STRENGTH AND FOUNDATION DEPTH
REQUIREMENTS WITH THE LOCAL BUILDING CODE OFFICIALS.
THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE
FOUNDATION FOR THE PROPOSED STRUCTURE.
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS OR AS REQUIRED BY
LOCAL BUILDING CODE. THE USE OF HIGHER STRENGTH
CONCRETE IS ACCEPTABLE.
COVER OVER REINFORCING STEEL:
MINIMUM CONCRETE OVER REINFORCING BARS SHALL BE 3
INCHES WHERE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER AND 114- ELSEWHERE
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
This document is the property of Carolina Carports, Inc. Use of
these plans without the permission of Carolina Carports is prohibited.
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
CAROLINA CARPORTS, INC.
187 Cardinal Ridge Trail
DOBSON, NORTH CAROLINA 27017
THE OWNER IS RESPONSIBLE FOR OBTAINING A
BUILDING PERMIT, IF NEEDED, AND FOR COMPLYING
WITH ALL LOCAL BUILDING CODE REQUIREMENTS.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
I
USE GROUPI
U
CONSTRUCTION TYPE
I 2B
IMPORTANCE FACTORS
WIND Iw
1.0
SNOW Is
0.8
EARTHQUAKE le
1.0
DESIGN LOADS
MIN. DEAD LOAD
5 PSF
MIN. FLOOR LIVE LOAD
100 PSF
MIN. ROOF LIVE LOAD
20 PSF
MIN. GROUND SNOW LOAD
0 PSF
MAX. GROUND SNOW LOAD
SEE
MIN. ULTIMATE WIND SPEED
MAX. ULTIMATE WIND SPEED
TABLE 1
EXPOSURE CATEGORY
SEISMIC RESPONSE COEFFICIENT
0.500
No 621 9
*
' OF Z
G// /&/ONAu 1 EN \\\\
5
TOP BRACE LENGTH: USE 2'-0" FOR 12' TO 18' SPANS
USE 4'-0" FOR 20' SPAN
USE 6'-0" FOR 22' TO 24' SPANS
METAL ROOF PANELS NOTE: SEE TABLE 1 FOR
FASTENED WITH SDI 3 SIZE & SPACING OF
— STEEL TUBE FRAME
" �1B Go. U-BRACE '
(BENT BOW) (A -FRAME)
24'-0' MAX. BOW SPAN
m
18 Go. U-BRACE REQUIRED FOR m
LEG HEIGHT 10'-12' OR
SPAN LENGTH 20'-24' w
FINISHED GRADE 4" CONC. 2
y
8
5
SLAB '3
SLOPE TO SLOPE TO �� A.B.
4e N
p
IN. �
DRAIN •• DRAIN ••
'�
ASPHALTj ' 12" MIN. REQUIRED
\
BY LOCALL BUILDING CODE
1 `GROUND
3
ANCHORS •• r PER FOOT OR AS REQ'D
(SEE SHEET 3) BY LOCAL BUILDING CODE
TYPICAL BOW SECTION
@
I = 9A'—n• UAY anW mAM
L/2 for L < 21'
—L/3 for L => 21'
METAL ROOF PANELS
FASTENED WITH SDF'a
STEEL TUBE VERTICAL
STEEL TUBE
HEADER
CONCRETE SLAB AND
FOUNDATION (BY OTHERS)
GABLE END ELEVATION
16 Ga.
U-BRACE
REINFORCED
LEG INSERT
4-#12 SDF's
(EACH SIDE)
STEEL TUBE
FRAME LEG
***REINFORCED
LEG INSERT
(LEG HEIGHTS >12' to 14')
4-#12 SDF's
4—#12
STEE
16 Go.
U-BRACE
DOUBLE LEG
STEEL TUBE
FRAME
***DOUBLE LEG
(LEG HEIGHTS >12' to 16')
SDE
SEE TABLE 1 II SEE 1l4BIE 1 II SEE 1 II SEE DTABLE
s
MAX.611 A
A.B.1.4�
12" MIN. OR AS REWIRED
T BY LOCAL BUILDING CODE
ID SIDE ELEVATION I-PERFOOT OR AS REWD
..... BY LOCAL BUILDING CODE
I EQ. SPACES 0 4'-0" or 5•-0" MAX. (SEE TABLE 1) 1
WITH SDFs
I'�"
(A -FRAME)
(BENT BOW)TI
rr
it
(BENT BOW)
— — ----
ill
i
\
`
METAL SIDE
° HEADER-
l `BOXED I METAL SIDE
PANELS FASTENED
s
(OP110NAL) PANELS FASTENED
TO END POSTS
I II
SIZE FOR SELECTED GARAGE DOOR
�� TO END POSTS
GIRT
AND BOW FRAME
' I _ AND BOW FRAME
20 '-0" MA%.
WIDTH
WITH SDF's.
.,T .. WITH SDF's 1
SLAB
r A.B.
OVERALL LENGTH VARIES
(BENT BOW) DEPENDS ON NUMBER AND SPACING OF BOWS (A —FRAME)
3'-0•
A.B.
ASPHALT •USE DOUBLE HEADER TO 16' DOOR,
USE LADDER HEADER TO 26 DOOR
OUND ANCHORS SIDE OPENING SEE TABLE 1 FOR SIZE AND
SPACING OF STEEL TUBE FRAME
24'-0" MAX. BOW SPAN
EQ. SPACES a 4'-0• or 6-0' MAX. (SEE TABLE 1)
OOF PANELS
ED TO BOWS
WITH sDF's (A -FRAME)
L. _.._,_. I 3 ae. s ® � .. .- N�
ASPHALT 5-0" MAX ASPHALT
HELICAL ANCHOR FRONT WALL GROUND ANCHORS
(SEE SHEET 3) •USE SINGLE HEADER TO 16' DOOR, (SEE SHEET 3)
USE DOUBLE HEADER TO 20' DOOR
METAL ROOF PANELS 12 METAL ROOF PANELS
WITH HAT PURLINS 3 f WITH HAT PURUNS
® 4'-0" MAX. SPACING SfL �gE ® 4'-0" MAX. SPACING
'S�E1 TU06 2 r2 18 Go. U-BRACE 6111
UBE
BENT BOW '- ��� STEEL
OPTION / 2" x 2" x 2" 1B Ga.
LEAN-TO SET BELOW) w BENT CLIP ANGLE & 18 Ga. U-BRACE)
m TOP OF LEG POST m 2" x 4" 18 GA. PLATE,
R SECURE W/4 - SDF's, m
w C'i TWO ON VERTICAL AND
N 15'-O" MAX. SPAN W TWO ON HORIZONTAL w 15'-0" MAX. SPAN
LEG (4 PER CLIP) N
16 Ga.
U-BRACE
`GROUND -CONCRETE SLAB
ANCHORS (BY OTHERS)
(EEL TUBE TYPICAL SIDE EXTENSION SECTION
\DDER LEG
***LADDER LEG
(LEG HEIGHTS 16' to 20')
CONCRETE SLAB
(BY OTHERS)
STAND—ALONE LEAN—TO
QSwa �IJ*
�• aB:s 06-T MAX.
REAR WALL
IL U
\\ 0��.'�,ICEN
IN 6 lP
E OF
4(1
•'••FOR IOP.
`S/ONAL t 'G\REI\\\\\
MI I\\
SHEET 2 OF 4
DRILL J" HOLE THROUGH
THE BASE RAIL AND
SECURE TO ANCHOR EYE
WITH 4"0 THROUGH BOLT
SOIL CLASSIFICATIONS'
SOIL CLASS SOIL DESCRIPTION >\/i\\/l\
2 Very dense &/or .cemented. sands,
coarse grovel and cobbles, coliche,
prelooded silts, and clays.
3 Medium dense coarse sands, sandy
gravels, very stiff silts, and clays.
4 Loose to medium dense sands, firm to
stiff clays and silts alluvial fill and
VERY loose to medium dense sands,
firm to stiff clays and silts, alluvial fill.
4"
INSTALL J'O MECHANICAL
MIN,
STEEL TUBE
BASE RAIL DRILL J" HOLE THROUGH STEEL TUBE
ANCHOR THROUGH BASE RAIL
THE BASE RAIL AND
BASE RAIL
WITHIN 6" OF EACH BOW
2" WASHERS
SECURE TO ANCHOR EYE
WITH J" 0 THROUGH BOLT
*PROVIDE
MINIMUM EMBEDMENT IN
2° WASHERS
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
FINISHED GRADE
EMBEDMENT* °
THE HELICAL ANCHOR SHALL BE APPROVED FOR I
USE IN SOIL CLASSIFICATIONS 2, 3, AND 4. V
" Taken from HUD "Standard for Installation of Mobile Homes"
GROUND ANCHOR
J"x 30" WITH
2 — 4" HELIX AND
J" EYE BOLT
OR OTHER
APPROVED
HELICAL ANCHOR
(THE MAXIMUM
ALLOWABLE
LOAD IS
3,150 LEIS
PER ANCHOR)
i1SOIL BASE RAIL ANCHOR DETAIL
3
NOTE: IF THE DISTANCE BETWEEN GALV STEEL FRAME GALV. STEEL HELICAL ANCHORS S 25'FRAME
' 7
PROVIDE AN ADDITIONALONAL HHELICAL / NOTE: SEE TABLE 1 _
ANCHOR MIDWAY BETWEEN. FOR SIZE & SPACING
OF STEEL TUBE FRAME
ANCHOR
RAIL
HELICAL GROUND ANCHORS
CONCRETE SHALL HAVE A MINIMUM SPECIFIED
COMPRESSIVE STRENGTH (F'c) OF 3000 PSI AT 28 DAYS.
THE USE OF HIGHER STRENGTH CONCRETE IS ACCEPTABLE.
MINIMUM CONCRETE COVER OVER REINFORCING BARS
SHALL BE 3 INCHES FOR FOUNDATION WHERE CONCRETE
IS CAST AGAINST AND PERMANENTLY IN CONTACT WTH
THE EARTH OR EXPOSED TO THE WEATHER AND 1%
INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE
OF 34 INCH FOR FINE GROUT AND % INCH FOR COARSE
GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A
CELL REINFORCING BARS USED IN MASONRY WALLS SHALL
HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT
LESS THAN 2 INCHES FOR MASONRY UNITS WITH FACE
EXPOSED TO EARTH OR WEATHER AND 136 INCHES
ELSEWHERE.
�— CONCRETE SLAB
(BY OTHERS)
COMPACTED SUBGRADE GROUND ANCHOR
4 x 30 WITH
2 — 4" HELIX AND
J" EYE BOLT
OR OTHER
APPROVED
HELICAL ANCHOR
(THE MAXIMUM
ALLOWABLE
LOAD IS
3,150 LBS
PER ANCHOR) INSTALL J"O MECHANICAL
i21 ALTERNATE BASE RAIL ANCHORAGE ANCHOR THROUGH BASE RAIL
WITHIN 611OF EACH BOW
(MAY ALTERNATE & STAGGER)
*PROVIDE MINIMUM EMBEDMENT IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
IS,
16 GAGE BENT
RAIL CLIP
2—SDF's AT
�Q
EACH RAIL CLIP
0py
X-0 ANCHOR BOLT
GALV. STEEL
BASE RAIL*PROVIDE
MINIMUM EMBEDMENT IN
JIFINISHED
ACCORDANCE WITH MANUFACTURER'S
GRADE
6
RECOMMENDATIONS
u
r
EMBEDMENT
ANCHOR BOLT
4" ¢ O o
b BASE RAIL
`
MIN. J o
g
SLAB
p a> m o
m
(BY OTHERS)
o
SLAB
COMPACTECONCRDETE SUBGRADE
i1ALTERNATE BASE RAIL ANCHORAGE
ANCHOR BOLTS
a
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD
PROVIDED: ALL REINFORCDEMENT IS COLD BENT; THE
DIAMETER OF THE BEND MEASURED ON THE INSIDE OF THE
BAR IS NOT LESS THAN SIX BAR DIAMETERS; AND
REINFORCEMENT PARTIALLY EMBEDDED IS CONCRETE SHALL
NOT BE FIELD BENT EXCEPT WHERE BENDING IS
NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL.
BARS PARTIALLY EMBEDDED IN CONCRETE MAY BE BENT
AT A SLOPE OF NOT MORE THAN 11NCH OF HORIZONTAL
DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH.
16 GAGE CLIP ANGLE GALV. STEEL
WELDED TO BASE RAIL BASE RAIL
3"6 ANCHOR BOLT4-
MIN.
ALTERNATE BASE RAIL CLIP
EMBEDMENT* .
i\\i\\ice\ice\ia\i\
STEEL TUBE
BASE RAIL
FINISHED GRADE
4" THICK BASE OF 12" MIN.
COARSE AGGREGATE
OR CRUSHED STONE L MONOLITHIC CONCRETE FOOTING REINFORCED
(OPTIONAL) WITH 2 — #4's CONTINUOUS (BY OTHERS)
2 CONCRETE BASE RAIL ANCHORAGE
3 (SINGLE LEG)
4"
STEEL TUBE
BASE RAIL
J f7
¢z
000
} 5 U
m m
FINISHED GRADE
(OPTIONAL) 4" �— #4 (TYP.)
4" THICK BASE OF 12" MIN.
COARSE AGGREGATE
OR CRUSHED STONE MONOLITHIC CONCRETE FOOTING
(BY OTHERS), REINFORCED WITH
2 — #4's CONTINUOUS
2 CONCRETE BASE RAIL ANCHORAGE
3 (DOUBLE LEG)
O��•.•0C, E NS��' ������F/l
No�21 fib//" ••
K;
�4\
ON
SHEET 3 OF 4
V
STEEL BOW
BOW FRAME
-STEEL TUBE
BOW FRAME
6" LONG 14 Ga.
NIPPLE,
—
SECURE LEG TO NIPPLE
NIPPLE TO
W/4 — SDF's,
TWO ON
STEEL DOOR POST
STEEL TUBE
DOOR Posr
HEADER WELD
°
6" LONG 14 Ga. NIPPLE,
(
2_12 EACH SIDE 4 PER
d( )
SPLICE )
STEEL TUBE
12 x SDF
SECURE RAFTER TO
_
BOW LEG
®B' D.C.
y120 SDF
EXTEND HEADER TO
NIPPLE W/4 — SDF's, TWO
o
e' 0.C.
-'
FULL HEIGHT LEG
°
ON EACH SIDE ---,NIPPLE
°
TO
BASE RAIL WELD
°
-
6" LONG 14 Ga. NIPPLE,
o
N1
co
METAL SIDE
PANELS
[EXTERIOR
CURTAIN
E
SECURE POST RAFTER TO
/
INTERIOR
NIPPLE W/4 — SDF's,
TWO ON EACH SIDE
/STEEL
o
°
DOUBLE STEEL TUBE
�/i\��j
TUBE
SECTION THROUGH
SECTION THROUGH
DOORWAY HEADER
BASE RAIL
DOOR POST
ROLL —UP DOOR POST
SEE TABLE 1
FOR SIZE AND
SPACING OF
STEEL TUBE
FRAME.
STEEL TUBE
BOW FRAME
END LEG
METAL SIDE
PANEL
(OPTIONAL)
STEEL TUBE STEEL TUBE
DOOR POST DOOR POST
5 \BOW FRAME/HEADER DETAIL
NIPPLE TO\ �..�
HEADER WELD/ �
Ems/ HEADER DETAIL
5
STEEL TUBE
DOOR POST
6" LONG 14 GO. NIPPLE,
SECURE POST TO NIPPLE WITH
2 — SDF's, TWO ON EACH SIDE
2" x 2" x 2" 18 Go. CUP
ANGLES. SECURE W/4 —
o SDF's, TWO ON VERFTICAL
AND TWO ON HORZONTAL LEG
° j (4 PER CLIP).
STEEL TUBE
BASE RAIL
STEEL TUBE STEEL TUBE NIPPLE TO
BASE RAIL (SIDE) BASE RAIL (END) BASE RAIL WELD
>--3d
END BOW/BASE RAIL CONNECTION ��POST/BASE RAIL DETAIL
�� l
5 t f
STEEL TUBE 2" x 2" x 2" 18 Ga.
END POST CLIP ANGLES. SECURE
W/4 — SDF's,
TWO ON VERTICAL AND
TWO ON HORIZONTAL
LEG (4 PER CLIP).
STEEL TUBE
BASE RAILS
OR HEADER
END POST/BASE RAIL
1 CONNECTION DETAIL
5 ROOF STEEL TUBE
META PANEL—\ BOW FRAME
' 2CLIP A"x2"x2"18Ga. BENT
NGLES. SECURE
W/4 — SDF's, TWO ON
VERTICAL AND TWO ON
STEEL TUBE HORIZONTAL LEG (4 PER CLIP)
END POST
Qa BOW/BASE RAIL CONNECTION DETAIL
(SINGLE LEG)
(DOUBLE LEG)
6" LONG STEEL TUBE d (2-12)11(LADDER LEG)
NIPPLE, SECURE FRAME
FRAME TO NIPPLE
W/4—SDF's, TWO
ON EACH SIDE
Ili (2-12) P--8\ NIPPLE TO HEADER WELD ° ° NIPPLE TO
,'1,
DOUBLE STEEL
TUBE HEADER
DOUBLE STEEL
TUBE DOOR POST
EXTEND HEADER TO
FULL HEIGHT LEG
STEEL TUBE LEG
OR END POST
SIDE HEADER DETAIL
(DOUBLE HEADER FOR
8' TO 16' OPENING)
2" x 2" x 2" 18 Go. CLIP
ANGLES. SECURE W/4 —
SDF's, TWO ON VERTICAL AN
TWO ON HORIZONTAL LEG
(4 PER CLIP). I
�jv 9 HEADER WELD
o °
DOUBLE STEEL
TUBE HEADER
(2-12)
STEEL TUBE
DOOR POST
HEADER SECTION
(ONE HEADER
FOR SINGLE LEG,
TWO HEADERS
FOR DOUBLE LEG
AND LADDER LEG)
STEEL TUBE NIPPLE TO BOW
BOW RAFTER RAFTER WELD
STEEL TUBE GIRT EXTENSION
TsGIRT TO POST CONNECTION
12" LONG 14 Go. NIPPLE,
SECURE RAFTER TO NIPPLE
W/4 — SOF's, TWO ON EACH
SIDE (4 PER SPLICE)
STEEL TUBE
BOW RAFTER
F&I
METAL ROOF
PANEL 14" 16 GAGE HAT CHANNEL
!!! FASTENED TO EACH BOW WITH
2 — SDF's AND SPACED NOT
MORE THAN 4'-0" O.C.
STEEL TUBE
BOW RAFTER
VERTICAL PANEL ATTACHMENT
BASERAIL 72" }"0 A.B.
EDGE OF
z o o SLAB
10"
PLAN
DOOR P( T
A.B.
BASEF
MAX. PURLIN SPACING
GROUND
PURLIN
SNOW
PANEL
LOAD
SPAN
PSF
FT.
20
4.00
30
4.00
35
4.00
45
4.00
65
4.00
75
3.50
90
3.00
MINIMUM DISTANCE
BETWEEN DOORWAYS
(12" MINIMUM IS PREFERRED`\1111111////
10" MINIMUM IS ACCEPTABLE' �, LUFe
•. 6 i
Off' V10E..F'
No.62 9
U—CHANNEL BRACE
B = 2'-0" FOR HEIGHT = 6' TO 8'
B = 3'-0" FOR HEIGHT =8' TO 10' = vim^_"j! OF
B = 4-0 FOR LEG HEIGHT > 10
/ 6" LONG 14 Ga. NIPPLE,
SECURE POST TO NIPPLE W/4
STEEL TUBE — SDF's, TWO ON EACH SIDE
BOW POST (4 PER SPLICE)
BOW/POST DETAIL
SHEET 4 OF 4
WIDTH:
METAL CARPORT INSTALLATION PLANS AND DETAILS
/&'A
FRAMING AND FASTENER SPECIFICATIONS
SITE SPECIFIC PLANS
12 ft LENGTH: 44 ft LEG HEIGHT:
With 12' x 24' x 13' Lean-to
These plans were prepared for:
16 Frank Acquaro
ft 221 SE Camino Street
Port St. Lucie, FL 34952
Use of these plans by anyone
else is prohibited.
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
This document is the property of:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Use of these plans without the permission
of Carolina Carports, Inc. is prohibited.
NOTE:
USE 4 x 4 12 GAUGE STEEL TUBE
FOR ALL FRAME AND BASE RAIL
MEMBERS UNLESS OTHERWISE SHOWN.
THE OWNER IS RESPONSIBLE FOR OBTAINING A
BUILDING PERMIT, IF NEEDED, AND FOR COMPLYING
WITH ALL LOCAL BUILDING CODE REQUIREMENTS.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
SEISMIC PARAMETERS
SITE
STATE
FL
ZIP CODE
34952
RISK CATEGORY
I
SEISMIC IMPORTANCE CATEGORY
1.00
GROUND MOTION
Ss
0.0546
S,
0.0261
SITE COEFFICIENTS
SITE CLASS
D
Fo
1.60
Fv
2.40
MAXIMUM CONSIDERED
EARTHQUAKE ACCELERATION
Sys
0.087
SMI
0.067
SITE COEFFICIENTS
Spy
0.058
SDI
0.045
SEISMIC DESIGN CATEGORY
A
RESISTING SYSTEM
I OSMF
RESPONSE MODIFICATION COEFFICIENT
R
3.50
OVERSTRENGTH FACTOR
ao
3.00
DEFLECTION AMPLIFICATION FACTOR
Cd
REDUNDANCY FACTOR
P
1.0
APPROXIMATE BUILDING PERIOD
To
0.244
SEISMIC RESPONSE COEFFICIENT
CS
0.01
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
I
USE GROUP
U
CONSTRUCTION TYPE
2B
FLOOR LIVE LOAD
100 PSF
ROOF LIVE LOAD
20 PSF
GROUND SNOW LOAD
0 PSF
ULTIMATE WIND SPEED
148 MPH
EXPOSURE CATEGORY
D
ILUF
No. 1
-a S E OF
44/
iisS70NAL ENG\\\\\
SHEET SP-1
FINISHED
GRADE
FINISHED
GRADE
-CONCRETE FOUNDATION
4 I 12•_0• F12•_0• J
FRONT ELEVATION
26 Ga. METAL
ROOF PANELS
HAT CHANNEL
PURLINS
0
I
0
2
0
r_____
II 4' CONC SLAB-1J-------
1+7�r CONCRETE FOUNDATION
II 12•_0• 1. 12_0•
•• FOUNDATION DEPTH IN ACCORDANCE WITH FRONT FRAMING
LOCAL BUILDING CODE REQUIREMENTS
6 Ga. METAL
SIDE PANELS
FINISHED
GRADE
FINISHED
GRADE
26 Ga. METAL
REAR ELEVATION
26 Ga. METAL
METAL
ANELS
12' I CONCRETE FOUNDATON
12•_0• 12'—D•
REAR FRAMING \O\1111111///
\\\ LUe Fei
No 9
OF
P •' <U
isS/UNAL
FINISHED
GRADE -
45'-0•
26 Go. METAL
ROOF PANELS
IIIIIIIIIIICIII@IIINIIIIIIIII'llllllllllllllllll
IIII
II II
IIIIIILIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIBIIIIIIIilllllll
IIII
IIIIIIIIIII
IIIIIII
IIIIIIIIIIIIIII�II
IIIIIIIIIJII�IIIIIIIQIIIIIIII
FINISHED
GRADE
_________________________________1
`------ —--------------------------------------------�J
i
r 44-0•
LEFT SIDE ELEVATION
6P_n•
LEFT SIDE FRAMING
ci
—25 Go. METAL
SIDE PANELS
FINISHED
GRADE
26 Go. METAL
ROOF PANELS
IIIIIIIIVIIIIIIIIIIILIII
II II
�
I
�
!
hllllllldll�lllllllllllllllltillllllllllllllll
IIII�I�Illll�ll�lllll�lll�lllll�l�ll11�1111141IIlIINllll
°�
l
o�
>
FINISHED
GRADE
RIGHT SIDE ELEVATION
ec'_n•
6•
—26 Ga. METAL
SIDE PANELS
26 Go. METAL
•• FOUNDATION DEPTH IN ACCORDANCE WITH RIGHT SIDE FRAMING
LOCAL BUILDING CODE REQUIREMENTS.
6•
••\,\CEN•
No. 62 9
10 PV
SHEET SP-3
0
N
24'-6•
9n'_n• a•_n•
4'-0•
3'O ANCHOR BOLT
r---- ---- -- —
DOUBLE DOUBLE DOUBLE
o
2}' 12 Ga. 21' 12 Ga. 2}' 12 Ga.
STEEL TUBE STEEL TUBE STEEL TUBE
o
END POST FRAME BASE RAIL
,0
0
o
I
I
j
a
o
DOUBLE
a
ENED
TEEL
TUBE
STE SLAB
BASE RAIL CONCRET
o
I� DOUBLE ` 4• CONCRETE SLAB
21' 12 Go. Y/ (BY OTHERS)
END POST
PERIMETER FOOTING,
2}7 12 Go. AS REWIRED BY
STEEL TUBE LOCAL BUILDING CODE
LADDER LEG (BY OTHERS)
0
lV
2}' 12 Go.
2j' 12 Go.
STEEL TUBE
STEEEL TUBE
BASE RAIL
LADDER LEG
o
o
I
O
m
6 I
� N
-
2}• 12 Ga.
STEEL TUBE
- -
BASE RAIL
2}' 12 GA DOUBLE STEEL TUBE FRAME 11 SPACES 0 38-0
44'-6' 1
SLAB PLAN
SCALE: NTS
FINISHED
26 Ga. METAL
ROOF PANELS
HAT CHANNEL
PURUNS,
12
�3
fluel
[STEEL
Go.
UBE
2}' 12 Go.
STEEL TUBE
LADDER LEG
DOUBLE
•j--ter+ -----------------
1121 4' CONC. SLAB
eTv-CONCRETE FOUNDATION
12'-0' 12'-0•
"• FOUNDATION DEPTH IN ACCORDANCE WITH TYPICAL SECTION
LOCAL BUILDING CODE REQUIREMENTS.
\\\ \ l l ILUF@/////
\0,\OE
. 62 69 '
E OF
41/
P. 4c,
AL
SHEET SP-4
TABLE 1
BOW/RAFTER FRAME,
END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
MAXIMUM
MAXIMUM
AVERAGE FASTENER SPACING
WIND
ULTIMATE
NOMINAL
GROUND
POST/RAFTER
ON —CENTERS ALONG
RAFTERS OR
EXPOSURE
WIND SPEED
WIND SPEED
SNOW LOAD
SPACING
PURLINS, AND POSTS OR GIFTS
CATEGORY
(MPH)
(MPH)
(PSF)
(FEET)
(INCHES)
METAL PANELS
SPACING
B, C OR D
105 TO 170
85 TO 136
30
4.0
26 gauge
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12
or 14
gauge steel tube
bow frames.
2. Fasteners consist
of #12-14 x J" self —drilling screws with control seal washer.
3. Specifications applicable only for mean roof height of 24 feet or less and
roof slopes
of 7 to 27 degrees (1.5:12 to 6:12 pitch). Spacing requirements for other
roof
heights and/or
slopes may vary.
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.1—R5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1—R5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD FLAPS, LLC
FL1738.1—R2
7x16 Flood Flap
10/03/17
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3—RI
Series 402-14
01/29/18
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5—R1
Series 407
01/29/18
EXTERIOR DOORS
ROLL —UP
CAROLINA CARPORTS, INC.
06/18/19
12' x 8' 26 Gauge
FL16806.1—R4
8' x 8' 26 Gauge
FL16806.2—R4
16' x 8' 26 Gauge
FL16806.3—R4
10' x 8' 26 Gauge
FL16806.4—R4
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
Model 185 SH
FL17499.1—R2
12/29/17
GENERAL NOTES:
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISnNG SYSTEM (MWFRS). COMPONENTS AND CLADDING, AND BASE RAIL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING, BUT NOT LIMITED TO. PLUMBING. ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BALKS, OR OTHER LOCAL
ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
THESE STRUCTURES ARE DESIGNED AS UTIUTY/STORAGE BUILDINGS CAPABLE OF SUPPORTING THE DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE
AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S
RISK. CAROLINA CARPORTS SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
ALL STEEL TUBING SHALL BE 55 KSI STEEL OR BETTER. ALL METAL PANELS SHALL BE BO KSI STEEL OR BETTER.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12' x im SELF DRIWNG FASTENERS WITH CONTROL SEAL WASHERS AT AN AVERAGE SPACING OF
6' FOR 29 GAUGE PANELS AND 6' FOR 26 GAUGE PANELS.
ALL FIELD CONNECTIONS SHALL BE #12 x jw SELF DRILLING FASTENERS (SDF) UNLESS NOTED OTHERWISE.
ALL WELDED CONNECTIONS SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE.
GROUND ANCHOR REQUIREMENTS: INSTALL HEUCAL ANCHORS WITHIN 6" OF EACH CORNER POST AND AT A MAXIMUM SPACING OF 25' ALONG THE BASE
RAIL INSTALL GROUND RODS (44 THREADED REBAR) BETWEEN THE HELICAL ANCHORS AT A MAXIMUM SPACING OF 5' AND A MINIMUM SPACING OF 4'
ALONG THE BASE RAIL HELICAL ANCHORS AND GROUND RODS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
CONCRETE EXPANSION ANCHORS SHALL BE ITY RAMSET/REDHEAD TRUBOLT WEDGE ANCHOR, WEJ-T ANKR-TTTE MODEL AT1252, OR SLEEVE ANCHOR MODEL
NSA 1260. OR APPROVED EQUAL.
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND HEADERS.
PROVIDE LONGITUDINAL BRACING ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSS FOR THE FULL LENGTH OF THE BUILDING IN AT LEAST SIX
LOCATIONS AS INDICATED.
GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN
ACCORDANCENa ASTM A 153. CUSS B-2. METAL PLATE CONNECTORS. SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE
STAINLESS STEEL OR HOT DIPPED GALVANIZED.
STANDARD CARPORT
DETAILS
12 ft to 24 ft SPAN
NOTE: USE 2 x 24" 14 Go.
0 24" x 2j" 12 Go.
STEEL TUBE FOR ALL FRAME AND BASE
RAIL MEMBERS UNLESS OTHERWISE SHOWN.
ISOMETRIC
ISOMETRIC
CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
CONCRETE SLAB AND FOUNDATION ARE BY OTHERS.
COORDINATE CONCRETE STRENGTH AND FOUNDATION DEPTH
REQUIREMENTS WITH THE LOCAL BUILDING CODE OFFICIALS.
THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE
FOUNDATION FOR THE PROPOSED STRUCTURE.
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS OR AS REQUIRED BY
LOCAL BUILDING CODE. THE USE OF HIGHER STRENGTH
CONCRETE 15 ACCEPTABLE.
COVER OVER REINFORCING STEEL:
MINIMUM CONCRETE OVER REINFORCING BARS SHALL BE 3
INCHES WHERE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER AND 13" ELSEWHERE
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
This document is the property of Carolina Carports, Inc. Use of
these plans without the permission of Carolina Carports is prohibited.
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
CAROLINA CARPORTS, INC.
187 Cardinal Ridge Trail
DOBSON, NORTH CAROLINA 27017
THE OWNER IS RESPONSIBLE FOR OBTAINING A
BUILDING PERMIT, IF NEEDED, AND FOR COMPLYING
WITH ALL LOCAL BUILDING CODE REQUIREMENTS.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
I
USE GROUP
U
CONSTRUCTION TYPE
2B
IMPORTANCE FACTORS
WIND Iw
1.0
SNOW Is
0.8
EARTHQUAKE le
1.0
DESIGN LOADS
MIN. DEAD LOAD
5 PSF
MIN. FLOOR LIVE LOAD
100 PSF
MIN. ROOF LIVE LOAD
20 PSF
MIN. GROUND SNOW LOAD
0 PSF
MAX. GROUND SNOW LOAD
SEE
TABLE 1
MIN. ULTIMATE WIND SPEED
MAX. ULTIMATE WIND SPEED
EXPOSURE CATEGORY
SEISMIC RESPONSE COEFFICIENT
1 0.500
L U \
Oo V%GEN F•,• %
Q 1 9
*
��•• SA OF44/
4
� '•.. OR10P. �<V �
ONAL ENG`\\\\
/T�f/lllllll\\\\\
TOP BRACE LENGTH: USE 2'-0" FOR 12' TO 18' SPANS
USE 4'-0" FOR 20' SPAN _
USE 6'-0" FOR 22' TO 24' SPANS
METAL ROOF PANELS NOTE: SEE TABLE 1 FOR � 16 Ga.
FASTENED WITH SDF's 3 SIZE & SPACING OF U-BRACE
STEEL TUBE FRAME
12
z S�EI TUBE TOP BRACE SREINFORCED
>FET 3 a LEG INSERT
18 Go. U-BRACE
(BENT BOW) (A -FRAME) S
24'-0" MAX. BOW SPAN 4-#12 SDF's
s (EACH SIDE)
Li Go. U-BRACE REQUIRED FOR m w
LEG HEIGHT 10'-12' OR
d SPAN LENGTH 20'-24' d STEEL TUBE
FINISHED GRADE 4" CONC.
4
3 N N FRAME LEG
Bbi
SLAB 0
SLOPE TO SLOPE TO �" A.B. MIN.
DRAIN •• DRAIN •+ '� ***REINFORCED
LEG INSERT
12" MIN. (LEG HEIGHTS >12' to 14')
•
ASPHALT � BY LOCALL REQUIRED BUILDING CODE
I GROUND ANCHORS •• J" PER FOOT OR AS REQ'D
3 (SEE SHEET 3) BY LOCAL BUILDING CODE
2 1 TYPICAL BOW SECTION
L/2 for L < 21' —L/3 for L e> 21'
METAL ROOF PANELS
FASTENED WITH SDF's
n n
STEEL TUBE VERTICAL
STEEL TUBE
HEADER
CONCRETE SLAB AND
FOUNDATION (BY OTHERS)
GABLE END ELEVATION
4-#12 SDF's -/
(212)
16 Ga.
U-BRACE
DOUBLE LEG
STEEL TUBE
FRAME
***DOUBLE LEG
(LEG HEIGHTS >12' to 16')
4-#12 SO
STEEL T
SPA
(BENT BOW)
METAL SIDE
PANELS FASTENED
TO END POSTS
AND BOW FRAME
WITH SDFs.�
(BENT BOW)
AND SIDE P NELS
t SEE T
LE1
SEE TABLE 1 SEE TABLE 1
4' CONC s
SIOP
TO
SLAB 6 }
6• MAX
DRAIN6"
MAX
MAX 4"
�. 1A.B.
MIN.
" • 12 MIN. OR AS REWIRED
BY LOCAL BUILDING CODE
b7 PER FOOT OR AS REO'D
SIDE ELEVATION BY LOCAL BUILDING CODE
I E0. SPACES 0 4'-0• or V-0" MAX. (SEE TABLE 1) I
(A -FRAME)
r A.B.
nWRAII IMPM VARIFC
(BENT BOW) DEPENDS ON NUMBER AND SPACING OF BOWS (A -FRAME)
I I
L Hill
_
5
SIZE FOR S
EADER• 5
LECTED GARAGE DOOR
I:...
p�
/
5
3'-0•7
DOOR
20'-0"
MAX WIDTH
6
a
4' CONC.
5
5
5
$LAB
ASPHALT
-- -
`'USE
DOUBLE HEADER TO
(BENT BOW)
METAL SIDE
PANELS FASTENED
TO END POSTS
AND BOW FRAME
WITH SDF's
r
GIRT
)' A.B.
16' DOOR,
USE LADDER HEADER TO 20' DOOR
GROUND ANCHORS SIDE OPENING SEE TABLE 1 FOR SIZE AND
SPACING OF STEEL TUBE FRAME.
E0. SPACES 0 4'-0* or V-0" MAX (SEE TABLE 1)
METAL ROOF PANELS
FASTENED TO BOWS 5
WITH BOWS - FRAME)
ASPHALT
0.B.'s ®
ASP HALT
5'-C MAX
HELICAL ANCHOR
FRONT WALL
GROUND ANCHORS
DOOR,(SEE(SEE SHEET 3)
SINGLE HEADER TTO
(SEE SHEET 3)
USE
DOUBLE EADERUSE
20
METAL ROOF PANELS
12
METAL ROOF PANELS
WITH HAT PURLINS
0 4'-0" MAX. SPACING
3
5• _
WITH HAT PURLINS
-- 5tEE1
® 4'-0" MAX. SPACING
12
___
-' SSEEI CBE 2 �_
18 Go. U-BRACE
BENT BOW
OPTION
/
2" x 2" x 2" 18 Ga.
'
18 Ga. U-BRACE -/
LEAN-TO SET BELOW)
BENT CLIP ANGLE &
m
TOP OF LEG POST
m 2" x 4" 18 GA. PLATE,
w
F'
Z SECURE W/4 - SDF'S,
m
d
d TWO ON VERTICAL AND
MAX. SPAN
W TWO ON HORIZONTAL
rn
d
15'-0" MAX. SPAN
LEG (4 PER CLIP)
wql
16 Go.
U-BRACE
P \-GROUND ` CONCRETE SLAB
ANCHORS (BY OTHERS)
TEEL TUBE TYPICAL SIDE EXTENSION SECTION
ODDER LEG
***LADDER LEG
(LEG HEIGHTS 16' to 20')
CONCRETE SLAB
(BY OTHERS)
STAND-ALONE LEAN-TO
�'j I A' A.B.'s 0 6'-0' MAX
REAR WALL
m
N
BOXED BOXED EAVE I
(OPIIDNAL)
I'LUFeKpill"
\\\
0
*
••. S A OF
f
4i
�0 '• 0R VD.."
_ iiSS/ONA'L ECG
,
OF 4
DRILL 8" HOLE THROUGH
THE BASE RAIL AND
SECURE TO ANCHOR EYE
WITH 4"0 THROUGH BOLT
SOIL CLASSIFICATIONS*
SOIL CLASS SOIL DESCRIPTION
2 Very dense &/or cemented sands,
coarse gravel and cobbles, caliche,
prelooded silts, and clays.
3 Medium dense coarse sands, sandy
gravels, very stiff silts, and clays.
4 Loose to medium dense sands, firm to
stiff clays and silts alluvial fill and
VERY loose to medium dense sands,
firm to stiff clays and silts, alluvial fill.
4"
STEEL TUBE INSTALL J'O MECHANICAL MIN. STEEL TUBE
BASE RAIL DRILL 8" HOLE THROUGH STEEL TUBE ANCHOR THROUGH BASE RAIL BASE RAIL
THE BASE RAIL AND BASE RAIL WITHIN 6" OF EACH BOW
SECURE TO ANCHOR EYE *PROVIDE MINIMUM EMBEDMENT IN
2" WASHERS WITH 4"0 THROUGH BOLT
2" WASHERS ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
THE HELICAL ANCHOR SHALL BE APPROVED FOR II
USE IN SOIL CLASSIFICATIONS 2, 3, AND 4. V
* Taken from HUD "Standard for Installotion of Mobile Homes"
GROUND ANCHOR
J"x 30" WITH
2 — 4" HELIX AND
J" EYE BOLT
OR OTHER
APPROVED
HELICAL ANCHOR
(THE MAXIMUM
ALLOWABLE
LOAD IS
3,150 LBS
PER ANCHOR)
1
SOIL BASE
RAIL ANCHOR
DETAIL
3
NOTE: IF THE DISTANCE BETWEEN
GALV. STEEL
FRAME
GALV
HELICAL ANCHORS
ICA
OVAL HELICAL
PROVIDE AN ADDITIONAL HEUCAL
_
NOTE: SEE TABLE 1
ANCHOR MIDWAY BETWEEN.
FOR SIZE & SPACING
OF STEEL TUBE FRAME
ear
ANCHOR
RAL
�Ha1CAL GROUND ANC
(OR APPROOED EOUAQ
AT CORNERS
HEUCAL GROUND ANCHORS
CONCRETE SHALL HAVE A MINIMUM SPECIFIED
COMPRESSIVE STRENGTH (F'c) OF 3000 PSI AT 28 DAYS.
THE USE OF HIGHER STRENGTH CONCRETE IS ACCEPTABLE.
MINIMUM CONCRETE COVER OVER REINFORCING BARS
SHALL BE 3 INCHES FOR FOUNDATION WHERE CONCRETE
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
THE EARTH OR EXPOSED TO THE WEATHER AND 1%
INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE
OF % INCH FOR FINE GROUT AND % INCH FOR COARSE
GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A
CELL. REINFORCING BARS USED IN MASONRY WALLS SHALL
HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT
LESS THAN 2 INCHES FOR MASONRY UNITS WITH FACE
EXPOSED TO EARTH OR WEATHER AND 1Y2 INCHES
ELSEWHERE.
z
Id-
CONCRETE SLAB
(BY OTHERS)
COMPACTED SUBGRADE
z ALTERNATE BASE RAIL ANCHORAGE
3
16 GAGE BENT
RAIL CUP
FINISHED
GROUND ANCHOR
J"x 30" WITH
2 — 4" HELIX AND
J" EYE BOLT
OR OTHER
APPROVED
HELICAL ANCHOR
(THE MAXIMUM
ALLOWABLE
LOAD IS
3,150 LBS
PER ANCHOR) INSTALL 1"0 MECHANICAL
ANCHOR THROUGH BASE RAIL
WITHIN 6" OF EACH BOW
(MAY ALTERNATE & STAGGER)
*PROVIDE MINIMUM EMBEDMENT IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
2—SDP's AT
EACH RAIL CLIP a
Ys"0 ANCHOR BOLT GALV. STEEL
BASE RAIL a
*PROVIDE MINIMUM EMBEDMENT IN FINISHED GRADE
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS �/J
z
* EMBEDMENT* P <
J
zCYw¢
jr m
FINISHED GRADE I
-.,<viwi,,,. 4" �--#4 (TYP.)
4" THICK BASE OF 12" MIN.
COARSE AGGREGATE
OR CRUSHED STONE MONOLITHIC CONCRETE FOOTING REINFORCED
(OPTIONAL) WITH 2 — #4's CONTINUOUS (BY OTHERS)
z CONCRETE BASE RAIL ANCHORAGE
3 (SINGLE LEG)
4"
EMBEDMENT*�I1 a
n ua °
STEEL TUBE
BASE RAIL
FINISHED GRADE
LMULU EN I *Lm
J- ANCH
6 s �sAsc RAC eaTy/��i//� MIN. 9 (OPTIONAL)�" 4" #4 (TYP.)
e ELA�*
NJ—c0i 4" THICK BASE OF 12" MIN.
(BY OTHERS) o m m COARSE AGGREGATE
OR CRUSHED STONE MONOLITHIC CONCRETE FOOTING
SLAB COMPACTCONCREDTE SSUBGBRADE (BY OTHERS), REINFORCED WITH
[z1ALTERNATE BASE RAIL ANCHORAGE 2 — #4's CONTINUOUS
ANCHOR BOLTS a
z CONCRETE BASE RAIL ANCHORAGE
3 DOUBLE LEG
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40 ( )\11111III//�
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD
PROVIDED: ALL REINFORCDEMENT IS COLD BENT; THE
DIAMETER OF THE BEND MEASURED ON THE INSIDE OF THE
BAR IS NOT LESS THAN SIX BAR DIAMETERS; AND
REINFORCEMENT PARTIALLY EMBEDDED IS CONCRETE SHALL
NOT BE FIELD BENT EXCEPT WHERE BENDING IS
NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL
BARS PARTIALLY EMBEDDED IN CONCRETE MAY BE BENT
AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL
DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH.
16 GAGE CLIP ANGLE GALV. STEEL
WELDED TO BASE RAIL BASE RAIL
}"O ANCHOR BOLT
$tI4"
MIN.
ALTERNATE BASE RAIL CLIP
�K `_ L Up
�1; , ,\GEN
N.419 On
S E a
lV
•. <OR10Pf ��4\
''311r�1'tq
SHEET 3 OF 4
STEEL BOW
BOW FRAME STEEL TUBE
BOW FRAME 6" LONG 14 Go. NIPPLE,
SECURE LEG TO NIPPLE
STEEL TUBE
NIPPLE TO W/4 - SDF's, TWO ON DOOR POST STEEL TUBE
6" LONG 14 Ga. NIPPLE, STEEL TUBE DOOR POST
HEADER WELD � o SECURE RAFTER TO _ � (2-12) EACH SIDE (4 PER SPLICE) BOW LEG � - - N72 x �'• sDF k"
EXTEND HEADER TO NIPPLE W/4 - SDF's, TWO o ® B' O.C. #12 x J' SDF
FULL HEIGHT LEG ° ON EACH SIDE NIPPLE TO _ C B" O.C.
o BASE RAIL WELD o
6" LONG 14 Ga. NIPPLE, n <o METAL SIDE
o � PANELS CURTAIN
SECURE POST/RAFTER TO -�
NIPPLE W/4 - SDF's, INTERIOR [EXTERIOR =t
�^
TWO ON EACH SIDE o o \� \\ \\ \\ \�•
STEEL TUBE
DOUBLE STEEL TUBE - ��/i��%jam\��j SECTION THROUGH SECTION THROUGH
DOORWAY HEADER BASE RAIL DOOR POST ROLL -UP DOOR POST
STEEL TUBE STEEL TUBE NIPPLE TO METAL ROOF
SEE TABLE 1 DOOR POST DOOR POST HEADER WELD s BOW BASE RAIL CONNECTION DETAIL
FOR SIZE AND �� fs 5 / PANEL 14" 16 GAGE HAT CHANNEL
SPACING OF / BOW / HEADER DETAIL FASTENED TO EACH BOW WITH
STEEL TUBE ( (SINGLE LEG) 2 - SDF's AND SPACED NOT
FRAME. t�BOW FRAME/HEADER DETAIL (DOUBLE LEG) MORE THAN 4'-0" O.C.
6" LONG STEEL TUBE d (2-12) (LADDER LEG) `
STEEL TUBE NIPPLE, SECURE FRAME
DOOR POST FRAME TO NIPPLE STEEL TUBE
STEEL TUBE W/4-SDF's, TWO BOW RAFTER /
6" LONG 14 Ga. NIPPLE,
BOW FRAME ON EACH SIDE
END LEG SECURE POST TO NIPPLE WITH -- NIPPLE TO - --
2 - SDF's, TWO ON EACH SIDE d (2-12) HEADER WELD ° ° NIPPLE TO VERTICAL PANEL ATTACHMENT
METAL SIDE 2" x 2" x 2" 18 Ga. CLIP o 0 0 ° HEADER WELD
PANEL ANGLES. SECURE W/4 - MAX. PURLIN SPACING
(OPTIONAL) o�SDF's, TWO ON VERFTICAL ° ° BASERAIL ,.2" 4"0 A.B. GROUND PURLIN
!! SNOW PANEL
AND TWO ON HORZONTAL LEG EDGE OF LOAD SPAN
o (4 PER CLIP). ° ° PSF FT.
DOUBLE STEEL DOUBLE STEEL _ SLAB zO a.OD
STEEL TUBE TUBE HEADER TUBE HEADER
BASE RAIL 10" 30 4.00
STEEL TUBE STEEL TUBE NIPPLE TO DOUBLE STEEL >� (2-12) 35 4.00
BASE RAIL (SIDE) BASE RAIL (END) BASE RAIL WELD f' TUBE DOOR POST STEEL TUBE PLAN as a.00
65 4.00
QEND BOW/BASE RAIL CONNECTION POST/BASE RAIL DETAIL SIDE HEADER DETAIL DOOR POST DOOR POST g0 300
5 HEADER SECTION BASERAIL 5 (DOUBLE HEADER FOR 4"0 A.B.
STEEL TUBE 2" x 2" x 2" 18 Ga. EXTEND HEADER TO 8' TO 16' OPENING)
END POST CLIP ANGLES. SECURE FULL HEIGHT LEG (ONE HEADER
a I
W/4 - SDF's, FOR SINGLE LEG,
TWO ON VERTICAL AND STEEL TUBE LEG TWO HEADERS ,1„
TWO ON HORIZONTAL OR END POST FOR DOUBLE LEG 10
LEG (4 PER CLIP). 2" x 2" x 2" 18 Ga. CLIP AND LADDER LEG)
STEEL TUBE ANGLES. SECURE W/4 -
BASE RAIL SDF's, TWO ON VERTICAL AN
OR HEADER TWO ON HORIZONTAL LEG STEEL TUBE MINIMUM DISTANCE
END POST/BASE RAIL (4 PER CLIP). BOW RAFTER BETWEEN DOORWAYS
T CONNECTION DETAIL , NIPPLE TO BOW 12" MINIMUM IS PREFERRED 11111111//
STEEL TUBE ( `\
META ROOF STEEL TUBE BOW RAFTER RAFTER WELD 10" MINIMUM IS ACCEPTA�L�E'.)U, LU
PANEL BOW FrAM EXTENSION
STEEL TUBE GIRT �� .• �\CE
No
U-CHANNEL BRACE
B = 2'-0" FOR HEIGHT = 6' TO 8' -
a 18 Go. BENT GIRT TO POST CONNECTION 6 B = 3'-D" FOR HEIGHT =8' TO 10' _ •'a SECURE 5 B = 4'-0" FOR LEG HEIGHT > 10' OF 4, TWO ON 12" LONG 14 Ga. NIPPLE, RVD." TWO ON SECURE RAFTER TO NIPPLE 6" LONG 14 Ga. NIPPLE, G�STEEL TUBELEG (4 PER CLIP) W/4 - SDF's, TWO ON EACH _ _ SECURE POST TO NIPPLE W/4 3/ANAL EN \
END POST SIDE (4 PER SPLICE) STEEL TUBE - SDF's, TWO ON EACH SIDE
Bow POST (4 PER SPLICE)
%21END POST TO BOW FRAME CONNECTION *T
5 BOW/POST DETAIL �y
SHEET 4 OF 4