HomeMy WebLinkAboutBuilding PlansDESIGN WIND PRESSURE (LOW RISE BUILDING)
ULTIMATE WIND SPEED
132 MPH
RISK CATEGORY II
EXPOSURE CATEGORY
C
ORDINARY STEEL MOMENT FRAME
IMPORTANCE FACTOR (Iw)
1.0
MWFRS
WIND DIRECTION
TRANSVERSE
LONGRUDINAL
INTERNAL PRESSURE
+GCpi
—GCpi
+GCpi
—GCpi
LEFT WALL
16 psf
33 psf
—31 psf
—16 psf
LEFT ROOF
—43 psf
—25 psf
—43 psf
—25 psf
RIGHT ROOF
—30 psf
—13 psf
—27psf
—9 psf
RIGHT WALL
—27 psf
—10 psf
—31 psf
—13 psf
END WALL 1
0 psf
0 psf
11 psf
29 psf
END WALL 1
0 psf
0 psf
1 —23 psf
1-5 psf
'ONENTS & CLADDING
a = 4 ft.
INTERNAL PRESSURE
+GCpi
—GCpi
ZONE 1
43 psf
—108 psf
ZONE 2e
43 psf
—108 psf
ZONE 2n
43 psf
—157 psf
ZONE 2r
43 psf
—157 psf
ZONE 3e
43 psf
—157 psf
ZONE 3r
43 psf
—187 psf
ZONE 4
58 psf
—63 psf
ZONE 51
58 psf
1 —78 psf
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
SITE SPECIFIC PLANS
WIDTH: 40 ft LENGTH:
52 ft LEG HEIGHT: 16 ft
These plans were prepared for:
Kyle Floyd
1507 East Easy Street
Fort Pierce, FL 34982
Use of these plans by anyone
else is prohibited.
red% Gv% k�55 t o- t% '. ! '�I �L,'•n y3. [p' .(//��; t; �'.ed Lta
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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 X❑ 2j" x 21" 14 Ga.
❑ 4" x 24" 12 Go.
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, SEVENTH EDITION (2020).
'®py THE PLANSING ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUI
SEISMIC PARAMETERS
SITE
STATE
FL
ZIP CODE
32720
RISK CATEGORY
II
SEISMIC IMPORTANCE CATEGORY
1.00
GROUND MOTION
Ss
0.0557
Si
0.0288
SITE COEFFICENTS
SITE CLASS
D
Fa
1.60
Fv
2.40
MAXIMUM CONSIDERED
EARTHQUAKE ACCELERATION
SMs
0.089
SM,
0.069
SITE COEFFICENTS
SDg
0.059
SDI
0.046
SEISMIC DESIGN CATEGORY
A
RESISTING SYSTEM
OSMF
RESPONSE MODIFICATION COEFFICIENT
R
3.50
OVERSTRENGTH FACTOR
Da
3.00
DEFLECTION AMPLIFICATION FACTOR
Cd
3.00
REDUNDANCY FACTOR
P
1.0
APPROXIMATE BUILDING PERIOD
To
0.244
SEISMIC RESPONSE COEFFICIENT
Cs
0.01
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
II
USE GROUP
U
CONSTRUCTION TYPE
2B
FLOOR LIVE LOAD
125 PSF
ROOF LIVE LOAD
20 PSF
GROUND SNOW LOAD
0 PSF
ULTIMATE WIND SPEED
160 MPH
EXPOSURE CATEGORY
C
WINDBORNE DEBRIS REGION
26 Ga,
SIDE F
sq'-
FINIS
GR
SLAB PLAN
SCALE: NTS
26 Go. METAL ROOF PANELS
FASTENED WTH SDFs 21 x 2114 Ga. LONGITUGINAL
TBRACE (END TO END)
ruHuns
12
3�
p TS 21 x 24 14Ga.
e' TRUSS TOP CHORD
E0. SPACES TS 21 x 21 14Ga.
TRUSS DIAGONALS
AND VERTICALS
16 Ga. BRACE
METAL
TS 21 x 21 14Ga.
4NELS
24 x 21 14Ga.
TRUSS BOTTOM CHORD
SPACER
o
TS 24 x2l 14Ga.
LADDER LEG COLUMN —
VERTICAL COLUMN
40•_0•
12 a
N
iED
1DE
4" CONC. SLAB
A.B.
4"
_
I r------------------------------------------
-�
L1-------------------------------------------
L
12" CONCRETE FOUNDATION
T--f
t ICAL SECTION
z
f'5--',%flEWED FOR
Bocc
PILE COPY
NOTE:
CONCRETE SLAB AND FOUNDATION ARE BY OTHERS.
COORDINATE CONCRETE STRENGTH AND FOUNDATION TYPE
AND DEPTH REQUIREMENTS WITH THE LOCAL BUILDING CODE
OFFICIALS. THE OWNER IS RESPONSIBLE FOR PROVIDING A
SUITABLE FOUNDATION FOR THE PROPOSED STRUCTURE.
FINISHED
GRADE
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SHEET SP-2
29 Go.
SIDE
FINIS
GR
2<.
FIN
52'-3'
29 Go. METAL
1121 \-CONCRETE FOUNDATION
F
52'-0'
LEFT SIDE ELEVATION
29 Go. METAL
ROOF PANELS
No
4'-0'
4'-0'
IV -or
4'-0'
Go. METAL
DE PANELS
0
i
in
SHED
`-0'
2ADE
3'
4'
•
j r 4' CONC. SLAB)
L1------------------------------------------------------1J
1I2' CONCRETE FOUNDATION
F
" FOUNDATION DEPTH IN
ACCORDANCE WITH LOCAL
BUILDING CODE REQUIREMENTS.
2'-0`
LEFT SIDE FRAMING
26 Go.
SIDE Pi
FINISHED
GRADE
26 Go.
SIDE P
FINISHED
GRADE
26 Go. METAL ROOF PANELS
CONCRETE FOUNDATION
4V-0'
REV�EVVED ROM
CODE CXAMPL�ANCE
26 Go. METAL ROOF PANELS FASTENED ST n L U C I �� COUNTY
WITH SDF's
12
vd
31
6'
4- Or"
14'-0'
4'-0'
14'-0'
4'-0'
METAL
ANELS
0
0
0
i
�
a
a
L
/1>V4-
/------------------- - --
I 4' CONC. SLAB J I
112J � CONCRETE FOUNDATION
7 40'-0'
FRONT FRAMING
IF
DICE
o 6
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3/10/2021
SHEET SP-3
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N
29 Ga. ME'
SIDE PANI
FINISHED
GRADE
1121 CONCRETE FOUNDATION
r,—r
52'-0"
RIGHT SIDE ELEVATION
29 Ga. METAL
4'-0" 4'-0" 4'-0* 4'-0"
29 Go. METAL
SIDE PANELS
FINISHED
GRADE
26 Go.
SIDE PI
FINISHED
GRADE
26 Go.
SIDE P,
0
I
io
FINISHEE
GRADE
4"
r4" CONC. SLAB) j
• L1-----------------------------------------------------------
1J
112 CONCRETE FOUNDATION
FOUNDATION DEPTH IN
ACCORDANCE WITH LOCAL
BUILDING CODE REQUIREMENTS.
RIGHT SIDE FRAMING
26 Go. METAL ROOF PANELS
\-CONCRETE FOUNDATION
on
TYPICAL SECTION CODE — (,-,� 6�f@�i" LL AN8 1 CE
ST. LUGM C��^^OUNTY
BOCV
26 Ga. METAL ROOF PANELS
CONCRETE FOUNDATION
40'-0'
TYPICAL SECTION
�\ p��•' �- C NSF
o. 16
ST TE OF
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ORVD.
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IIIIII
3/10/2021
I SHEET SP-4 I
0
11
TABLE 1
BOW/RAFTER FRAME,
END POST, GROUND ANCHOR AND PANEL FASTENER
SPACING
SPECIFICATIONS
MAXIMUM
MAXIMUM
AVERAGE FASTENER SPACING
ULTIMATEWIND
MS
GROUND
POST/RAFTER
OR
LPO
EXPOSUURE
W ND SPEED
WIND SPEED
SNOW LOAD
SPACING
PURLENSE AND POSTS OREG R
CATEGORY
(MPH)
(MPH)
(PSF)
(FEET)
(INCHES)
METAL PANELS
SPACING
B, C OR D
105 TO 170
82 TO 132
30
4.0
26 gauge
6
NOTES: 1. Specifications applicable to 26 or 29 gauge metal panels fastened directly to 12 or 14
gauge steel tube
bow fromes.
2. Fasteners consist
of #12-14 x 4" self —drilling screws without 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
HVHZ
APPROVAL
No. & DATE
STRUCTURAL COMPONENTS.
ROOF DECK
CAROLINA CARPORTS, INC.
12/15/20
26 Go. AG Roof Panel
YES
FL6596.1 —R6
29 Go. AG Roof Pone
NO
FL6596.2—R6
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
12/15/20
26 Go. AG Wall Panel
YES
FL6702.1—R6
29 Ga. AG Wall Panel
NO
FL6702.2—R6
26 Ga. Dutch Lap Wall Panel
NO
FL6702.3—R6
29 Go. Dutch Lap Wall Panel
NO
FL6702.4—R6
STRUCTURAL COMPONENTS
FLOOD VENTS
FLOOD FLAPS, LLC
04/17/18*
7x16 Flood Flap
NO
FL17381.1—R2
STRUCTURAL COMPONENTS
FLOOD VENTS
CRAWL SPACE DOOR SYSTEMS
05/15/19*
8x16 Model CSBA816
NO
FL29622.1—RO
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
02/04/18*
Series 402-14
NO
FL17996.3—R1
Series 407
NO
FL17966.5—R1
EXTERIOR DOORS
ROLL —UP
CAROLINA CARPORTS, INC.
12/16/20
12' x 8' 26 Go. Steel Door
NO
FL16806.1—R5
8' x 8' 26 Ga. Steel Door
NO
FL16806.2—R5
16' x 8' 26 Ga. Steel Door
NO
FL16806.3—R5
10' x 8' 26 Ga. Steel Door
NO
FL16806.4—R5
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
11/27/20
Model 185 SH
NO
FL17499.1—R8
NOTE: THE HIGH VELOCITY HURRICANE ZONE (HVHZ) INCLUDES BROWARD & DADE COUNTIES.
GENERAL NOTES: * FBC 2020 APPROVAL PENDING.
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, BUT 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 UTILITY/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 80 KSI STEEL OR BETTER.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12" x J" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHERS AT AN
AVERAGE SPACING OF B" FOR 29 GAUGE PANELS AND 6" FOR 26 GAUGE PANELS.
ALL FIELD CONNECTIONS SHALL BE #12 x 7J" SELF DRILLING FASTENERS (SDF) UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE
J"4 H.S. BOLTS, ASTM A325 OR SAE GRADE 5, UNLESS NOTED OTHERWISE.
ALL WELDED CONNECTIONS SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE.
CONCRETE ANCHOR BOLTS SHALL BEITW REDHEAD TAPCON+ OR AN APPROVED EQUAL. INSTALL ANCHOR BOLTS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
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 AS
INDICATED.
GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO
THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
STANDARD BUILDING
DETAILS
40 ft SPAN
LIGHT FRAME CONSTRUCTION
NOTE: USE [K 2j' x 2j" 14 Ga.
❑ 2j" x 2j" 12 Ga.
STEEL TUBE FOR ALL FRAME AND BASE
RAIL MEMBERS UNLESS OTHERWISE SHOWN.
CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
CONCRETE INFORMATION AND DETAILS SHOWN IN THESE PLANS ARE
FOR INFORMATION ONLY. THE CONCRETE SLAB AND FOUNDATION ARE
BY OTHERS. THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE
FOUNDATION FOR THE PROPOSED STRUCTURE AND COORDINATING
CONCRETE STRENGTH AND FOUNDATION DEPTH REQUIREMENTS WITH
THE LOCAL BUILDING CODE OFFICIALS.
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 1j"
ELSEWHERE.
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. THE USE OF
FIBER REINFORCED CONCRETE (FRC) OR WELDED WIRE FABRIC (WWF)
IS ACCEPTABLE.
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
FRAMING AND FASTENER SPECIFICATIONS
CAROLINA CARPORTS, INC.
187 Cardinal Ridge Trail
DOBSON, NORTH CAROLINA 27017
THE f�OINNER IS RESPONSIBLE FOR OBTAINING A
� ,lJILDING RER MIT, IF NEEDED, AND FOR COMPLYING
1NNil'AL`L LOCAL BUILDING CODE REQUIREMENTS.
1 c rc y r— Ln tC)) fl d r,•%,. F! \`r
r THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
CI4EREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020).
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
II
USE GROUP
U or S
ONSTRUCTION TYPE
2B
FIL
IMPORTANCE FACTORS
WIND Iw
1.0
SNOW Is
1.0
EARTHQUAKE le
1.0
These plans have been provided for
the purpose of obtaining a building
permit for:
Nana Kyle Floyd
Address: 1507 East Easy Street
City: Fort Pierce State: FL
Zip: 34982
Use of these plans by anyone else or
for any other purpose is prohibited.
DESIGN LOADS
MIN. DEAD LOAD
5 PSF
MIN. FLOOR LIVE LOAD
125 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
0.500
� �ICEN
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No. 216
OF
!(�
�ORID.•• \�
/ONAL ECG
03/10/2021
SHEET 1 OF 4
6"
OPTIONAL
OVERHANG
METAL SIDE
PANELS
OPTIONAL
}" SLOPE
or NOTCH,
or }" CCNS
(BY OTHERS)-`
METAL ROOF PANELS
FASTENED WITH SDF's STEEL TUBE TRUSS
VERTICAL COLUMN
NOTE: SEE TABLE 1 FOR
SIZE & SPACING OF
STEEL TUBE FRAME
—STEEL TUBE LONGITUDINAL
12
3 r—
PURLINS
STEEL TUBE EQ. SPACES
TRUSS TOP CHORD STEEL TUBE
r21
TS 21 x 2} 14Go.
TRUSS DIAGONALS
LONGITUDINAL
AND VERTICALS
o. BRACE
BRACE
(END TO END)
STEEL TUBE TRUSS
BOTTOM CHORD
14Go.
~
SPACER
o
40'-0" MAX.
WIDTH
X
STEEL TUBE
of
VERTICAL COLUMN
LADDER LEG COLUMN-
12N
" o-
4" CONC. SLAB
SLOPE TO
"
SLOPE TO
»» �
�"0 A.B."s
LI
DRAIN
DRAIN
"
FINISHED
GRADE
o
Q
a w p o r
c m tj_ I
I
•a m L-L-----------------------
16" CONCRETE FOUNDATION
----------------
J
12" MIN. OR AS REQUIRED
BY LOCAL BUILDING CODE
NOTE: CONCRETE SLAB
PER FOOT OR AS REQ'D
AND FOUNDATION
1 TYPICAL SECTION
BY LOCAL BUILDING CODE
BY OTHERS.
2
TRUSS TOP CHORD
3 r 12 TS 21 x 21 14Ga
VERTICAL
LONGITUDINAL BRACE
(END TO END)
A>
TRUSS BOTTOM CHORD TS 24 x 21 14Go
TRUSS DIAGONALS
° 16 Go. BRACE ATTACH WITH 2"x2" 16 Go.
& TRUSS DETAIL CUP ANGLES W/4-SDF's (TYP.)
40'-0" MAX. WIDTH
EQ. SPACES 0 4'-0" MAX.
METAL ROOF PANELS
FASTENED TO BOWS Z
(LAP SIDING) �TMI SDF's
II��(�5 (VERTICAL SIDING)
FINISHED
GRADE
METAL ROOF PANELS
WITH HAT PURLINS
® 4'-0" MAX. SPACING
5•�E1- �gE
METAL SIDE
PANELS METAL SIDE
PANELS
`-4
o16 Go. BRACE
p
x
24 x 24 14Go.
SPACER
VERTICAL
16 Ga. U-BRACE
21 x 21 14Go.
SPACER
m = COLUMN LEGVE
OLUMNLLEG
LEAN-TO SET BELOW
= w TOP OF LEG POST
+� m
DOUBLE VERTICAL LEG
12"
N xU h-
� W N
FINISHED x"� A.B.'s LADDER LEG
GRADE 1c VERTICAL LEG COLUMN
oQ
�Uw N
Woo r-------- LAPSIDING-
�
c 8 4" CONCRETE SLAB 8"
• am 1- -----------
12" CONCRETE FOUNDATION
NOTE: CONCRETE SLAB 15'-0" MAX. SPAN
AND FOUNDATION
BY OTHERS. TYPICAL SIDE EXTENSION SECTION
ST L�. kYU4,11E C 0,1 � �fi%
BOCC
STEEL TRUSS 12
TRUSS TOP CHORD -\ 3
STEEL TRUSS
TRUSS BOTTOM CHORD
Go. BRACE
BRACE DETAIL
40'-0" MAX. WIDTH
EQ. SPACES ® 4'-0" MAX.
METAL ROOF PANELS
FASTENED TO BOWS s (VERTICAL SIDING)
(HORIZONTAL SIDING) ""TM — _���� ..I
METAL SIDE
4 \-HEADER*
'BOXED EAVE METAL SIDE
PANELS FASTENED
s
(OPTIONAL) PANELS FASTENED
TO END POSTS
SIZE FOR SELECTED GARAGE DOOR
GIRT TO END POSTS
AND BOW FRAME
20'-0" MAX. WIDTH
AND BOW FRAME
NTH SDF's.
WITH SDF's
STEEL TUBE
f
-STEELTUBE
DOOR POST
POST 4 CONC.
}" A.B.
s
5 SLAB 1
IIffI ISIILABB.
t
--;A
A.B.'s ®
ASPHALT
ASPHALT
/
FRONT WALL
GROUND ANCHORS
GROUND ANCHORS- * USE
SINGLE HEADER
TO 16' DOOR, (SEE SHEET 5) REAR WALL
(SEE SHEET 3) USE
DOUBLE HEADER
TO 20' DOOR
BOXED EAVE
(OPTIONAL)
STEEL TUBE
END POST
STE
12" MIN.
11 (_2]
6
MAX.
.A14,
12" MIN. OR AS REQUIRED
BY LOCAL BUILDING CODE
SIDE ELEVATION »» a" PER FOOT OR AS REQ'D
BY LOCAL BUILDING CODE
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
e A.B.
'HALT I *USE DOUBLE HEADER TO 12' DOOR,
USE LADDER HEADER TO 20' DOOR
ANCHORS SIDE OPENING SEE TABLE 1 FOR SIZE AND
SPACING OF STEEL TUBE FRAME.
METAL ROOF PANELS
WITH HAT PURLINS
® 4'-0" MAX. SPACING
r0pTV100F
_�%4ETBELOW JFILEPLEG POST
J
W
k'
15'-0" MAX. SPAN
LADDER LEG COLUMN
12
3
\-16 Go. U—BRACE
' --SECURE WITH 16 Ga.
BENT PLATES AND/OR
mSIDE PLATES WITH
4 SDF's IN EACH
w PLATE.
w
V)
CONCRETE SLAB
(BY OTHERS) \\\\\ _ I II IUl�
TYPICAL SIDE EXTENSION SECTION,
�
V\G i
_ No 2 6
E OF 44/ \
�pRI�.P
G\ \\\
NAL
03/10/2021
SHEET 2 OF 4
6" LONG 14 Ga. NIPPLE,
SECURE LEG TO NIPPLE
W/6 — SDF's, 3 ON EACH
SIDE (6 PER SPLICE)
NIPPLE TO
BASE RAIL WELD
STEEL TUBE
FRAME LEG
STEEL TUBE
BASE RAIL
B LEG BASE RAIL CONNECTION DETAIL
5
STEEL TUBE
RAFTER
EXTENSION
METAL ROOF
PANEL
STEEL TUBE
END POST
STEEL TUBE
BOW FRAME
2" x 2" x 2" 16 Ga. BENT
CLIP ANGLES. SECURE
W/4 — SDF's, TWO ON
VERTICAL AND TWO ON
HORIZONTAL LEG (4 PER CLIP)
`r2iEND POST TO FRAME CONNECTION
NIPPLE TO BOT.
CHORD WELD
'12" LONG 14 Ga. NIPPLE,
SECURE RAFTER TO NIPPLE
W/8 — SDF's, 4 ON EACH
SIDE (8 PER SPLICE)
STEEL TUBE 2" x 2" x 2" 16 Ga.
END POST CLIP ANGLES. SECURE
W/4 — SDF's,
TWO ON VERTICAL AND
TWO ON HORIZONTAL
01 LEG (4 PER CLIP).
STEEL TUBE
BASE RAIL
OR HEADER
END POST/BASE RAIL
1 CONNECTION DETAIL
5
FLOOD FLAPS, LLC
2707 Waterpointe Circle
Mt. Pleasant, SC 29466
8x16x5 Flood Vent
Model FFWFOF
CRAWL SPACE DOOR SYSTEMS, INC.
5741 Bayside Road, #105
Virginia Beach, VA 23455
Engineered Flood Vent
Model CSBA816
FL001
FLOOD VENTS
STEEL TUBE
LADDER LEG
4v
12' STEEL TUBE TRUSS
BOTTOM CHORD
16 GAUGE U—CHANNEL BRACE
B = 2'-0" FOR HEIGHT < 8'
B = 3'-0" FOR HEIGHT 8' TO 10'
B = 4-0" FOR LEG HEIGHT >10'
6" LONG 14 Ga. NIPPLE,
SECURE POST TO NIPPLE
W/6 — SDF's
TRUSS CONNECTION DETAIL
STEEL TUBE LEG
OR END POST
2" x 2" x 2" 16 Ga. CLIP
ANGLES. SECURE W/4 —
SDF's, TWO ON VERTICAL AND
TWO ON HORIZONTAL LEG
(4 PER CLIP).
STEEL TUBE GIRT
GIRT TO POST CONNECTION
5
STEEL TUBE
�» DOOR POST
#12 x J" SDF
® s" O.C.
CURTAIN
F` ;
SECTION THROUGH
ROLL —UP DOOR POST
STEEL TUBE
COLUMN
METAL SIDE
PANEL
(OPTIONAL)
STEEL TUBE
BASE RAIL
12"
INSTALL 4"0 ANCHOR
BOLT THROUGH BASE RAIL
WITHIN 6" OF EACH LEG
* PROVIDE MINIMUM EMBEDMENT IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
° EMBEDMENT * ° <
°d
4"
MIN. STEEL TUBE
BASE RAIL
OPTIONAL J" SLOPE OR
NOTCH, OR J" CCNS**
UNDER BASERAIL (BY OTHERS)
FINISHED GRADE
d° #4 (TYP.)
1
J
Z_ W <O
�fr000
(n J .J 0
cV <��U
mm
NAL
/���/� **OCELLO NEO REONE D
(OPTIONAL) 4,SPONGE (CCNS)
4" THICK BASE OF 18" MIN. SEAL (BY OTHERS)
COARSE AGGREGATE
OR CRUSHED STONE MONOLITHIC CONCRETE FOOTING
(BY OTHERS), REINFORCED WITH
3 — #4's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
U (LADDER LEG)
16 GAGE CLIP ANGLE GALV. FEEL' KIIEI ED FOUR
WELDED TO BASE RAIL BM. LL
SErt°R..IL 5=
el,� i i' »L@1�6 GAGE BENT
J"O ANCHOR BOLT ORJIONAL- COUNTY RAIL CLIP
4s�CCNS �SEEAL**�T
° (BY OTHERS)
BO,CC"0 ANCHOR BOLT /
4" *PROVIDE MINIMUM EMBEDMENT IN 1
MIN. ACCORDANCE WITH MANUFACTURER'S
ALTERNATE BASE RAIL CLIP RECOMMENDATIONS
Z °EMBEDMENT.k °
EXTERIOR
METAL SIDE
#12 x J" SDF PANELS
IL -
- INTERIOR
STEEL TUBE
DOOR POST
SECTION
THROUGH
DOOR
POST
TYP.) CONIC. SLAB
STEEL TUBE
COLUMN
io I
TS2jx2j14Go.
STEEL TUBE SPACER
J1.0
SDF 6" LONG 14 Ga.
NIPPLE
STEEL TUBE
STEEL TUBE BASE RAIL
BASE RAIL
J"O ANCHOR BOLT
2—SDF's AT
EACH RAIL CLIP
GALV. STEEL
BASE RAIL
FINISHED GRADE-
- CCNS SEAL**
y (BY OTHERS)
p J U
Ci0Zw
LUS0$
CONCRETE SLAB) ¢ m U
& FOUNDATION m
(BY OTHERS)
COMPACTED SUBGRADE
E BASE RAIL ANCHORAGE
F'LE
J"O ANCHOR BOLT
STEEL TUBE
COLUMN LEG
12" X
o<2
STEEL TUBE
BASE RAIL
3 LADDER LEG BASE RAIL CONNECTION LADDER LEG — BASE RAIL CONNECTION
5
\ O�\OE i
No. 21
E OF 44/
•O R 1 O.P' ��� �
//S�`NALI e" \\���
03/10/2021
SHEET 3 OF 4
(SINGLE LEG) y
(DOUBLE LEG)
STEEL TUBE (212)(LADDER LEG)
6" LONG FRAME
NIPPLE, SECURE
FRAME TO NIPPLE
W/4—SDF's co
(2-12) t V is
DOUBLE STEEL
TUBE HEADER
DOUBLE STEEL
TUBE DOOR POST
NIPPLE TO
HEADER WELD ° 06A NIPPLE TO
SIDE HEADER DETAIL
(DOUBLE HEADER FOR
EXTEND HEADER TO 8' TO 12' OPENING)
FULL HEIGHT LEG
HEADER WELD
0 0
n o
I
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)
EXTEND HEADER TO
FULL HEIGHT LEG (SINGLE LEG)
6" LONG STEEL TUBE
NIPPLE, SECURE FRAME
FRAME TO NIPPLE
W/4—SDF's
21 x 21 14Ga. NIPPLE TO
STEEL TUBE HEADER WELD
SPACER-7 fa
STEEL TUBE
�S N
STEEL TUBE
0 6 1 24"
. 0oxn0J 300�00411
SIDE HEADER DETAIL
(LADDER STYLE FOR
12' TO 20' OPENING)
(DOUBLE LEG)
STEEL TUBE SPACER
(LADDER LEG)
STEEL TUBE
[_4 FRAME
o—� o NIPPLE TO
HEADER WELD
0 o STEEL TUBE
HEADER
STEEL TUBE
SPACER
12" ',—STEEL TUBE
T HEADER
STEEL TUBE
DOOR POST
HEADER SECTION
(ONE HEADER
FOR SINGLE LEG,
TWO HEADERS
FOR DOUBLE LEG
AND LADDER LEG)
STEEL BOW
BOW FRAME STEEL TUBE
BOW RAFTER
16 Ga' NIPPLE TO
U—BRACE HEADER WELD — 6" LONG 14 Go. NIPPLE,
SECURE RAFTER TO
REINFORCED EXTEND HEADER TO NIPPLE W/4 — SDF's, TWO
LEG INSERT FULL HEIGHT LEG ON EACH SIDE
4—#12 SDF's 6" LONG 14 Ga. NIPPLE,
(EACH SIDE) SECURE POST/RAFTER TO
NIPPLE W/4 — SDF's,
TWO ON EACH SIDE o 0
j (2-12)
STEEL TUBE _ 'DOUBLE STEEL TUBE
FRAME LEG DOORWAY HEADER
STEEL TUBE STEEL TUBE NIPPLE TO
SEE TABLE 1 DOOR POST HEADER WELD
REINFORCED FOR SIZE AND DOOR POST
LEG INSERT SPACING OF BOW HEADER DETAIL
(LEG HEIGHTS >12' to 14') FRAME.TUBE 5 BOW FRAME/HEADER DETAIL 5
5
STEEL TUBE FRAME
METAL ROOF DOOR POST
4—#12 SDF's PANEL 1 j" 16 GAGE HAT CHANNEL 6" LONG 14 Go. NIPPLE,
(2 EA. SIDE) FASTENED TO EACH BOW WITH SECUREgP,=OST TO�`NIPPLE WITH
2 — SDF's AND SPACED NO f�\"'' " , h�1.
MORE THAN 4'-0" O.C. u u V_: • l6�='ISDF s, 3 ON EACH_.SIDE _
lv
U—BRACE - \. o 0
`�� �'� f`f, 0��1'urY U
= o 0
DOUBLE LEG STEEL TUBE GROUND PURLINe:9 %�, rMs,
STEEL TUBE BOW RAFTER SNOW PANELI�a ?�
LOAD SPAN
FRAME PSF FT. STEEL TUBE
VERTICAL PANEL ATTACHMENT i0 4.00 BASE RAIL
30 4.0035 4.00 NIPPLE TO
DOUBLE LEG 45 4.00 BASE RAIL WELD
(LEG HEIGHTS >12' to 16') 5 .0
73
5 .50
POST/BASE RAIL DETAIL
90 3.00 5
4—#12 SD
(2 EA. SIC
STEEL T
SPA
STEEL TUBE FRAME FIDE C®P
EXTEND HEADER TO LADDER HEADER
FULL HEIGHT LEG II DOUBLE HEADER
\ \-HEADER*
SIZE FOR SELECTED GARAGI
20'-0" MAX. WIDTH
3'—O" x
16 Go. DOOR
U—BRACE / \ DOUBLE DOOR POST -
TEEL TUBE
ODDER LEG
LADDER LEG
(LEG HEIGHTS 16' to 20')
SIDE OPENING
* USE DOUBLE HEADER TO 12' DOOR,
USE LADDER HEADER TO 20' DOOR
EXTEND HEADER TO
Rill HEIGHT LEG
R) SF i
N .6
N
S TE OF
�0R \OP.'��
GN
NAL
Illll\\\\\\
03/10/2021
SHEET 4 OF 4