HomeMy WebLinkAboutCarolina Carports Generic PlansFBC APPROVED PRODUCTS LIST raecE
FRAME, END POST; GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATION$
MAXIMUM ALLOWABLE
WIND SPEED RAFTER F . .
PRODUCT CATEGORY SUB CATEGORY ..MANUFACTURER L EXPIRATION
AVERAGE FASTENER PACING '
QA
N
APPROVAL � PARTIALLY
O. � DATE . ', - ON. CENTERS ALONG RAFTERS O
.. .. .. _ .. PEN' LO LO
D E O
ENC SED- ENC SED.
STRUCTURAL COMPONENTS.
0
P.URLINS
GIRTS
26.GaugeAG Panel 12115/20 _R ULTIMATE IUOMINAL'.. POSTMAXIMUM..
6 04/05/27 � .180. 180 18 � ANDPOSTS
ES)S OR
• . WIND
STRUCTURAL COMPONENTS L ALL Cs OL R "R C - :. fl-6702.1-R6, INTERIOR. END
03/14/27. 180.. 180 180 . ' W!NMPHEED .WINMPHEED S FEETG
26 Gauge AG Panel. 12/15/20.
'CATEGORY CATEGORY. i ) ..(MPH) ) ( ) POSTS/RAFTERS POSTS RAFTERS
`..
now "50
STRUCTURAL COMPONENTS STRUCTURAL WALL' *CAROLINA CARPORTS, INC. FL6702.3-R6 . 03/14/27 . N/A - 164 143
g all *`
26 Gau a Dutch:Lap W Panel. 12/15/20
51 TO 180 117 T0.139 . ' '4.0 6 6 •
STRUCTURALCOMPONENTS FLOOD VENT FL29622.1
CRAWL SPACE DOOR SYSTEMS; INC. 09/30/22' N/A N/A-. N/A NOTE& 1. Specifications applicable'to 26.66uge, metal :roof and'..%41 panels fastened directly to 12 or 14'gauge steel tube framing, or 18
16x8.Flood Vent 05/15/19
gauge` hat channel roof ptirlins.
2 Specifications applicable only for mean roof height of 20 feet or less and roof slopes of 7° to 27°- (1 5`12 to 6.12 pitch). Spacing -
EXTERIOR DOORS SWINGING -ELIXIR DOOR AND.METAL COMPANY" FL1:7996.3=R1 09/14/20 ' N/A 156 138, - •
" '.Series 402-14 02/04/18.
requirements for, other roof Keighfs and/orslopes may vary."
GROUND ANCHOR SCHEDULEEXTERIOR. DOORS. SWINGING ELIXIR DOOR AND METAL COMPANY' - FL17996.5-R1 09/1 .N/A : 165. 147 .
Series-407-02/04/18 SPEED' (mph) METAL CARPORT INSTALLATION PLANS
,
' ULTIMATE WIND SPE
AND -,DETAILS AND FRAMING AND.
EXTERIOR DOORS- .. ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R6 12/31/21 N/A 180 174
Model:203 (.12' Maz. Width). , 12/29/20 * 12 11 : -. " 30 .. 40 _ _ 50. 160 ..170 180
14
" FASTENER SPECIFICATIONS.
30" Anc
EXTERIOR DOORS ROLL -UP, CAROLINA CARPORTS, INC. FL16806.1-R5 : 64/05/29 N/A 158 138 FOR CONSTRUCTION IN THE STATE OF FLORID; -
p a�
..
Steel Roll U Sheet Door (12' Max: Width) 16 .
- 12/ 16/20
� •Det
tar.•
ai11D.74AC11
EXTERIOR DOORS _ ROLL -UP CAROLINA CARPORTS, INC..: 04/05/27 180 , 180.:
FL16806.2 R5 N/A 1$ PREPARED.FOR:
_ _
Steel::Roll Up Sheet Door (8' Maai; Width) �. 20:
1'2/16/20
INA
. . . - CAROLP..O: BOXP063 S, INC.' .
-
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. .. FL16806.3 R5 . 04/05/2T N/A = 155 133 C7 22 : DOBSON, NORTH`CAROLINA 27017
or .
Ste
-
Steel Roll -Up Sheet Door (16'.Max. Width). • . '
12/16/20
- R
EXTERIOR DOORS ROL =UP L N T INC./05/27 1 26e PREPA ED BY.'.
. L CARO I A CARPORTS, C N/A 80 172.
- t
Steel Roll Up Sheet.Door (10' Max. Width)'
FL16806:4 R5
12/16/20 �
m BECHTOL ENGINEERING AND TESTING; INC.
WINDOWS SINGLE HUNG MI. WINDOWS AND DOORS 10/17/23 ( Dewil Cr 60 DELAND F OR DA 32720UE
A w
p
Model185SH.. R EVM1R 005492
S D N F
F
. 1 1 /27l20 C f tho ization No. 0
N !A 157
' 'DETAIL '1CAND.1 SHOWN :SHEET40 G
1. DOORS'AND, WINDOWS SHOWN MAYBE SUBSTITUTED FOR. DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: *PENDING.
A, PRODUCT SHALL HAVE A VALID FBC'PRODUCT APPROVAL.'
COMPLIANCE
B. COMPONENTS -ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION, REQURIEMENTS. "MAXIMUM POST SPACING FORDUTCH LAP IS 4.0`
2. FRAMING. CONNECTIONS FOR.DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS.MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE '
STY iLUCIE.COUN TV '
SUBSTITUTED. PRODUCT,BOCC
..
IINWHESE-PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING,. AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED.TO
PLUMBING,' ELECTRICAL, INGRESS/EGRESS, PROPERTY:SET-BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS:ARE THE RESPONSIBILITY OF OTHERS.
THIS IS TO. CERTIFY THAT THE CALCULATIONS AND
- SPECIFICATIONS. HEREIN HAVE BEEN PREPARED BY THELIN'
CAPABLE;OF-SUPPORTING DEAD LOAD OF THESTRUCTURE�AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS .
1_1PECIFICALLY ADDRESSED HEREIN, INCLIREMENTS OF SECTION
WS,.OR OTHER.COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET ;AND NOT AND INSTALLED BY CAROLINA CARPORTS
DER I NED-PROFESSIONAL.ENGINEER, AND ARE IN
). THE ACCFLORIDA BUILDING CODEUSE ENTH EDITioN pmo)DANC 'sO9 OF
INC.,. WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE ATTHE OWNER'S RISK.-BECHTOL'ENGINEERING AND TESTING, INC:, SHALL.NOT BE: RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE '
APPLICATION OF ADDITIONAL LOADS.
.'OWL STEEL'TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED:
LL COMPO:NENTS-AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET, THE DESIGN PRESSURES REQUIRED -BY THE FLORIDA BUILDING CODE (FBC) AT THE ti .
QCATION OF THE BUILDING.. WITH IN.THESTATE OF FLORIDA.:
Ll
FNs
pLL FIELD FRAMING CONNECTIONS SHALL -BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL .SEAL WASHER. ALLSHOP.FRAMING CONNECTIONS SHALL. BE WELDED. -
�:
BECHTOZ (iINEERIW TESTI INC.
®CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.: THE REINFORCING STEEL SHALL BE MINIMUM.GRADE 40: CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 605 WEST.I$E, ORKAVENUE
WELDEDWIRE FABRIC COMPLYING -WITH ASTM A 185, OR WITH SYNTHETIC. FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.;
D ELAND, FE A 32720
7. BASE RAIL GROUND ANCHOR. REQUIREMENTS: ONE WITHIN .6" OF EVERY POST. LOCATION; AND. BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS_ •ARE NOT REQUIRED FOR CONCRETE FOOTING : S-
AND/OR CONCRETE'SLAB CONSTRUCTION. SEE GROUND ANCHOR.SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
homes Becht ti•
C ONCRETE ANCHORS SHALL BE TAPCON REDHEAD DT 1/2" x 5" OR EQUIVALENT OR WEJdT ANKR-TITE.MODEL AT1252, OR.SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. Florida Licensef�
§WOST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
II,II
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6-MIL VAPOR RETARDER.PER SECTION :R31'8:1 OF THE FBC.SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC //��® /pSEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.. C/'iROLINi4 CARPORTS., INC.
14-GA FRAMING: 2-1/2," x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. GENERIC PLANS FOR -USE IN TFiE STATE.OF-FLORIDA
f
mea um 01/015/2021'
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A.MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF J BECHTOL ENGINEERING . mkb. NTS .
OPENINGS SETWITHIN 1-FO,bT OF THE HIGHER'OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE 1 OFLOOD VENT PER �JD7E87/NG, fna
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE.TYPICAL FLOOD VENT FRAMING PLAN, SHEET5 OF 6. ,,R ,, �, m,,, tb : RQ a G21001 -
��d"�O"�'"' TB SHEET 1 OF 6
:o
BOW FRAME RAFTER -OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING,- HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING =HORIZONTAL ROOF
FLOOD.VENT (As'applicable) ROLL -UP DOOR . SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(Asapplicable) (As applicable) (As applicable). (As applicable)
6.
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION': TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION., TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO.SCALE NOT TO SCALE NOT TO SCALE NOT TO:SCALE NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME: RAFTER OPEN CARPORT- HORIZONTAL ROOF BOX EAVE:FRAME RAFTER ENCLOSED:. BLDG =HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG:= HORIZONTAL ROOF
FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR" ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
TYPICAL SIDE ELEVATION
TYPICAL END•ELEVATION -
TYPICAL SIDE ELEVATION
'.. TYPICAL.END ELEVATION.
TYPICAL.SIDE ELEVATION TYPICAL END ELEVATION .
NOT TO SCALE-
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE '
NOT TO SCALE. NOT TO SCALE .
-
-BOX EAVE FRAME RAFTER UTILITY BLDG.- VERTICAL ROOF.
• :
FLOOD VENT (As applicable)-
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR. SWINGING DOOR
As applicable),- (As appli ble)
ca applicable)
cab ca
(As appli le) (As appli ble)
-
ENCLOSED LENGTH
rl
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION _
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
7
IcI
TYPICAL SIDE ELEVATION ���� `1 I 140AL END ELEVATION
NOT TO SCALE
NOT TO SCALE
'NOT TO'SCALE
NOT TO SCALE
.
�, n
NOT T O\ S T SCALE
O SCALE
tr'
LICE F
BECHLflL NGINEEI(,$TESTIIVG;INC.
605 WEST-NOV PORK AVENUE r
DELAND�F�16A 32720
NEEThomas
Bec jP& 4
Florida LicenS
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW_ RAFTER GABLE END
ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END
ELEVATION
`�
°.. 01/0512021
NOT TO SCALE
NOT TO SCALE
°A"""� mkb
°" NTS
NOT TO SCALE
BECHTOL ENGINEERING
AND fE87INa hm
ib
"'OLD G21001
mw.ulum armEa�erwf.faivem�rru.iumw�fwiTFmoro
amv®+e
rrrarra-r�nfumonw
"'"'m'o: TB .
SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS.
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
2 12
4 �3
2.4° 16 GA U-CHANNEL BRACE '
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFs AT
W EACH END (4 PER BRACE)
m . 24'MAXIMUMRAFTER SPAN ON SINGLE RAFTER"
>24' TO 3W RAFTER SQAN-REQUIRES ATRUSSED RAFTER' 1
O
AS SHOWN ON THIS SHEET 4
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION'- BOW FRAME
NOT TO SCALE
-LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
SEE
TABLE 1
SHEET
..g.. 10F6
- 4
i
I
26 GA. GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO. PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS'
INSTALLATION INSTRUCTIONS
z
12
03
1-1/2" 18 GAUGE FURRING
4
CHANNEL'(PURLIN)
.
.2
24" 16 GA U-CHANNEL BRACE
4
-FASTENED TO RAFTER WITH
(2) #12-1,4 x 3/4' SDFs AT
F
24' 16 GA U-CHANNEL BRACE
i
EACH END (4 PER BRACE)
FASTENED TO RAFTER WITH
w
w
.(2) #12-14 x 3/4" SDFs AT
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER -
_
_
-
EACH END 4 PER BRACE .
( )
?24'TO 30• RAFTER -SPAN REQUIRES A TRUSSED RAFTER
7
W
'
AS SHOWN.ON THI$ SHEET
J
. 24° MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
7
•
0
- - AS.SHOWN ON THIS SHEET -
4
TYPICAL INTERIOR RAFTER/POST.
FRAME :SECTION - BOX EAVE : HORIZONTAL ROOF
'
L'INT ERIOR
NOT
TO SCALE
�tOf
NOT TO SCALE .
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
LENGTH VARIES DEPENDING ON
TO EACH RAFTER WITH (2) #12-14 x-3/4' SELF -DRILLING
NUMBER AND SPACING OF RAFTERS
FASTENER SPACEDNOT MORE THAN 48' O.C..
6' -�
'SHEET
3 1OF6.
.
3
4
SEE
TABLE 1 .
SHEET -
1 OF 6
l ENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
�6'
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
5
SEE MAXIMUM.
TABLE 1 4' O.C. FOR
SHEET VERTICAL i
1 OF 6 PANEL
x
a
I TYPICAL:RAFTER/POST FRAMING PLAN -.BOW FRAME TYPICAL RAFTER/POST FRAMING'PLAN -BOX EAVE y' PI TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
TY CAL.
NOT TO SCALE NOT TO SCALE EIS NOT TO SCALE
NOT TO SCALE
SEE
SEE TABLE 1 .
TABLE 1 OPENING F.OR SWINGING, SHEET
12
SHEET, DOOR WITH NON-STRUCTURAL 7. 1 OF 6 S
HEADER S .
5.
4
4 4
12' MAX. OPENING- '
_ FOR ROLL -UP DOOR WITH STRUCTURAL. - -
HEADER .. .
10" (TYPICAL)
10 4 3 Y
4 4 4 C
OPENING FOR WINDOW WITH
NOWSTRUCTURALHEADER'
TYPICAL SIDE WALL OPENINGS FRAMING PLANIND
AND WtoEndWAi)
.(Also AND
to End Walls).
NOT, TO SCALE
5'
FULL 6" WELD
BOTH SIDES
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
4 1&
4 4
B , _ 4. 24' 16 GA U-CHANNEL-BRACE 2
FASTENED TO RAFTER WITH 4
4 4 WINGING as . g (2) #12-14 x 3/4" SELF -DRILLING
swwcwctrooa 4 SCREWS AT EACH END
72' MAX. OPENING FOR TRUCT WITH NR
sTHEADER (4 PER, BRACE
ROLL -UP DOOR WITH eEaoea
.5 q NON-STRUCTURAL 4
4 4 HEADER 4" 4
A_ A'
IIII.II)
TYPICAL ROOF EXTENSION OPTION MAIN STR q:� R MPS' R ST�Af�pARD LEAN-TO OPTION
END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PL 1N 19QN) .
NOT TO SCALE 'NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY sTAtrDARD 1'EAN TO IS APPLIIW_FRAME RAFTER)
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
48" 16 GA U-CHANNEL BRACE (V TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30°
TO MAX. 45° FROM HORIZONTAL
S
FREESTANDING
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING.PLAN
NOT TO SCALE NOT TO SCALE.
BECHTDtr,F-INGINEERING Y TESTj P, FNC.
605 WEST-NN9W�'CORK AVENUE J� _
DELAND:PL'6Ti2lJJ1DA 32720 _—
T OF
i &in C.
Thomas Bec o1�9
Florida Licens
INSTALL 1/2' z MINIMUM, 5' TAPCON REDHEAD LOT INSTALL 1/2" x MINIMUM 5"•TAPCON REDHEAD LOT
ANCHOR OR 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR ANCHOR OR 1!2' x MINIMUM 5-1/2" EXPANSION ANCHOR .
DRILL 5/8" HOLE THROUGH THE 2' WASHERS DRILL 5/8' HOLE THROUGH THE 2*WASHERS
THROUGH BASE' RAIL WITHIN 6" OF EACH THROUGBASERAIL AN
H BASE RAIL WITHIN 6" OF EACH D SECURE TO BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END RAFTER, POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER - TS CONTINUOUS ANCHOR EYE WITH 1/2' DIAMETER - . TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL. THROUGH -BOLT' BASE RAIL
4" MINIMUM 2' MINIMUM MIN.'6". -
TOP OF ASPHALT PAVEMENT . .TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE • OR STABLE GROUND SURFACE
-- --:- — - DM NCH
EMB EYE AN MINIMUM 2 1/2' EMBEDMENT. MINIMUM 2-1/2 EDMENT
5/8" ROD 48" LONG
r WITH 6" HELIX
OR
12" 5/8" ROO 60LONG (SEE GROUND ANCHOR- EYE ANCHOR. (SEE GROUND ANCHOR
- MINIMUM 4' WITH 7" HELIX; SCHEDULE, SHEET 1 OF 6, 5/8' ROD 30" LONG SCHEDULE; SHEET 1 OF'6, .
DBL
_Z.
. ASAPPLICABLE.: FOR APPLICABILITY) , WITH 4" HELIX FOR APPLICABILITY)'
12°--1
MONOLITHIC'CONC. FOOTING (2500 PSI MIN:) CONTINUOUS 4' CONCRETE PAVEMENT
REINF.ORCED.WITH 2 #Us CONTINUOUS
} 1 E BASE
B BASE- RAIL DEEP ANCHORAGE B RAIL ANCHORAGE
1 A "..
e _ _ 1 Ci - NotTo Scale .. 1 (]. ,Not To Scale
Not To Scale
DRILL 5/8" HOLE THROUGH THE T WASHERS 24" 16 GA.U-CHANNEL BRACE (5,-T0 T POST)
BASE. RAIL AND SECURE TO 48 16 GA U-CHANNEL BRACE (& TO 14' POST)
TS BOW RAFTER 6 LONG TS NIPPLE' .
ANCHOR EYE' WITH 1/2" DIAMETER TS'CONTINUOUS BRACE ANGLE SHALL BE MIN. 45° SECURE POST TO NIPPLE,
SDF's
THROUGH -BOLT TO MAX. 60° FROM -HORIZONTAL
BASE RAID. NO -SCREWS WITH (4) #]2-14 x 3/4" SDF's '
REQUIRED
: NIPPLE To ' ' 3/16" y
IN BOW BEND '
RAFTER.
4".16 GA U-CHANNEL BRACE (5' TO T POST)
TS RAFTER 48 16 GA.U-CHANNEL BRACE (8'.TO 14' POST) TS RAFTER POST
9-1/2"'
TO MAX. BRACE ANGLE SHALL BE MIN. 45°
60° FROM HORIZONTAL NIPPLETO: 3/16".
° BASE RAIL ° -
(SEE. GROUND ANCHOR . t6" ' , . TS CONTINUOUS BASE RAIL'
MINIMUM,4'. _ N 6 LONG TS NIPPLE.
SCHEDULE, SHEET 1 OF 6, g•
F.OR REQUIRED ANCHOR) 3'
SECURE'POST TO NIPPLE WITH
T.6" LONG NIPPLE
(4) #12-14 x 3/4" SDF's of 3"
SECURE RAFTER
'AND POST TO
CONTINUOUS 4" o i NIPPLE WITH (4) #12-14 x 3/4"
CONCRETE PAVEMENT T . SELF -DRILLING FASTENERS
TS RAFTER POST .. TS RAFTER POST
EYE ANCHOR FTER/POST DETAIL' 2ANot TO Scale . . � -.� � - : � 2g NotTo'Scaie.... -
CONCRETE -BASE RAIL ANCHORAGE o otale
. Not To Scale . (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT - - - -
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) -
TS POST
LI
SECURE TO POST AND TOP OF .. /
:� pMAs y %
�..� �
nn. i
TS RAFTER POSTHEADER, OR BOTTOM OF. WINDOW F/1/s U��
RAIL/GIRT WITH (4) #12-14x 314" SDF's
TS TRUSSED RAFTER CHORD,. (2) ON TOP OR BOTTOM, (2) ON SIDE
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE) 1-1/2" x 1-1/2" x 2" 16 GA CLIP - _ TS NON-STRUCTURAL HEADER
TS BASENVINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO
NON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDF's, (2) ON POST AND BASE RAIL.
(12 GA IF ROLL -UP DOOR FRAME) . TOP OR BOTTOM, (2) ON SIDE WITH (4)1#12-14 z 3/4" SDPS,
(2) ON TOP, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS,'POST SHOULD �TS WINDOW RAIL OR GIRT
BE FLUSH WITH RAIL END.. FOR VERTICAL SIDING OPTION '
CLIP POST TO RAIL ONLY ON
\\/
SIDE OPPOSITE THE OPENING.
TS CONTINUOUS BASE RAIL
. Ci4ROLIIVi4 CARPORTS,'INC.
NON-STRUCTURAL HEADER, WINDOW
POST TO .RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE. STATE OF FLORIDA
NON-STRUCTURAL HEADER CONN. DETAIL 5 6
4 Not To Scale Not To Scale " are 01/05/2021
Not To Scale
BECHT®L ENG/NEER/NG mkti °°"E NTs .
' o• 2"x2'xV 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
SDFs, (2)' ON BOTTOM,
(2) ON SIDE
OR
2"x4" 16 GA PLATE
SECURE'TO EACH'SIDE OF
TS-END POST POST/RAFTER CONNECTION
WITH (4) #12-14.x'3/4" SDFs,
(2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN._DETAIL
7' Not To Scale
?!RWITH
1-112' x 1-1/2' x 2" 16 GA CLIP ,
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
#12=14 x 3/4"'SDF's, (2) O_ N TOP,
" x 1-1/2" x 2" 16 GA. (2) ON BOTTOM
ANGLE SECURE TO
ER POST AND GABLE
AIL (4) #12-14 x 314" SDFs
(2) ON TOP, (2) ON SIDE ' TS GABLE RAIL'
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
2"
2-1/4" FOR
12 GA FRAMING
2-1/Z" FOR
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDFS
AT EACH END (4 PER BRACE)
Not To Scale
NIPPLE TO _ 3/163/16'
DBL. HOR.
6" LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 3/4' ,
SELF -DRILLING FASTENERS
\FTER POST
6"LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS -
NG TS NIPPLE
12 GA TS POST
IRE WITH (4) #12-14 x 3/4'
-DRILLING FASTENERS
ITS BASE RAIL
o i i.o 2 GA DOUBLETS HEADER i
_ LJ LJ .
2 GA TS POST 3/16" NIPPLE TO
L. DB HDR.
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE . .
RAFTER'POST/DBL. HEADER DETAIL &.��.T4R.��ST�HEADE�DETA.1�..BASE RAIL GONNECTION.DETAIL
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1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO. RAFTER POST AND TS RAFTER POST
GABLE RAIL -WITH (4) #12-14 x 3/4" SDFs, NIPPLE TO 3/16" 6" LONG TS NIPPLE
TOP -AND BOTTOM "
RAFTER SECURE WITH (4) #12714 x3/4" SDFs
2"x4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
RAFT
ER FTER 12" LONG TS NIPPLE. POST/RAFTER CONNECTION
SECURE POST'. TO NIPPLE WITH °
WITH (4) #12A4 x 3/4" SDFs,
-- ' (2) ON(POST, (2) ON RAFTER
1-1/2" x,1-1/2' x 2 16 GA CLIP ANGLE TS LEAN-TO RAFTER
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4"'8DF's,
(2) ON TOP, (2) ON BOTTOM
of
.2"x2°x2" 16 GA ANGLE CLIP
24" 16 GA U-CHANNEL_ BRACE (5' TO T POST) SECURE TO POST AND
6" LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) RAFTER WITH (4) #12 -
14 x 3/4"
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE.SHALL BE MIN..45°
TO NIPPLE WITH (4) #12-14 x 3/4" TO -MAX. 60' FROM HORIZONTAL SDFs, RAFTER,
SELF -DRILLING FASTENERS TS RAFTER POST (2) ON POST.
JAL
TS RAFTER POST
SIDE EXTENSION..POST /LEAN-TO RAFTER CONN. DETAIL.
GABLE RAIL. TO -RAFTER POST RAFTE 13
Not To• Scale
POST DETAIL
E
CONNECTION DETAIL
8 Not To Scale-' ..
Not To Scale
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF
SPACED NOT MORE THAN 48" O.C.
26 GA. METAL ROOF -
PANEL
LTS RAFTER. -7
ERT/ TICAL-ROOF PANELS)
Not To Scale
TS LEG POST
TS RAILS
TS BASE RAIL
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No.. 12, -SHEET 1 OF 6.
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TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
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