HomeMy WebLinkAboutCARPORT INSTALLATION PLANS}
FBC APPROVED PRODUCTS LIST GENERAL NOTES:
1 THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND, FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING,
QA MAX. DESIGN AND BASE RAIL ANCHORAGE. OTHER DESIGN.ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING,.ELECTRICAL, INGRESS/EGRESS,
PRODUCT APPROVAL ALLQVI/. PROPERTYSET-BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY
SUB -CATEGORY MANUFACTURER-EXPIR&rTION- T -PRESSURE- of oT�iERs.
CATEGORY No. $ DATE WIND.
DATE (Psfl
SPEED 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1).CAPABLE OF SUPPORTING
DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND. LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN,
-
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 +57.3 /-62.5 INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT
26 Gauge AG Panel. 16/10/17 PROVIDED AND INSTALLED BY CAROLINA CARPORTS; INC:, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE
OWNER'S RISK BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 Wh4/27 19 +57.3 / -U.5 DUE TO THE APPLICATION OF ADDITIONAL LOADS.
26 Gauge AG Panel 10/10/17
3• ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381:1=R2 09/27/19 N/A N/A
`
- 8x16 Flood -Flap - 10/03/17 - 4, ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO -MANUFACTURER'S INSTALLATION INSTRUCTIONS.
_
EXTERIOR DOORS SWINGING ELIXIR DOOR AND: METAL COMPANY FL17996.3-R1 12/03/18 139 +40.0 / -40.0 5, ALL FIELD FRAMING CONNECTIONS *SHALL BE #12-14 z 3/4" SELF DRILLING SCREWS WITHOUT CONT.ROL'SEAL WASHER. ALL SHOP
'Series 402=14 01/20A8 - FRAMING CONNECTIONS SHALL. BE WELDED.
EXTERIOR DOORS SWINGING ELIXIR DOOR AND'METAL COMPANY FL17996.5-R1 09/14/20. 170 +40.0 /745.0 6, CONCRETE. SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT.28 DAYS. THE REINFORCING STEEL SHALL BE
Series 407 01/29/18 MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 A WELDED WIRE FABRIC
COMPLYING. WITH :ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
EXTERIOR DOORS. ROLL -UP ASTA INDUSTRIES INC. FL6888.1-R5 12/31/18 180 +55.8 / -55.8 .
Model 203. : 10/06/17 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 AND/OR CONCRETE SLAB CONSTRUCTION.
WINDOWS SINGLE HUNG Ml WINDOWS AND DOORS FL17499.1-R2 10/17/18 180 +55.0 /-55.0 SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR .SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
Model 185 SH: 12/29/17
8 B R
. . CONCRETE EXPANSION ANCHORS SHALL E 1NEJ-IT ANKR-TI'T'E MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, O
TABLE 1: _ :. • QUIVALEN E T... .:
RAFTER. FRAME, 'END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS9 POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END'WALLs.
AVERAGE FASTENER SPACING 10.. SLAB:FOUNDATION SUBGRADE SOILS SHALL:BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR_RETARDER-PER SECTION R318.1
ON -CENTERS ALONG RAFTERS OR OF THEFLORIDA BUILDING CODE SIXTH EDITION (2917) - RESIDENTIAL, AND SECTION 1816.1'OF THE.FLOMDA BUILDING CODE SIXTH
EDITION (2017) BUILDING. MINIMUM AL •OWA LE FOUNDATION SOIL CONTACT BEARING PRESSURE,OF 2 000 PS IS ASSUMED.
,
P NS, AND POSTS OR GIRTS - I ALLOWABLE F
URLI
MAXIMUM (INC
(INCHES 11. 14 GA FRAMING:. 2,1/2". x 2-1/2" TUBE STEEL S WITH 2-1/4" x 2-114" TS NIPPLES.
WIND ULTIMATE NOMINAL POST / RAFTER
12 GA FRAMwG: 2-1r4• x z-1i4~ Ts WITH z" x2" T$ NIPPLES.
RISK -EXPOSURE WIND SPEED 'WIND SPEED SPACING' INTERIOR. END
CATEGORY CATEGORY: (MPH)'. '(MPH) : (FEET) POSTS/RAFTERS POSTS/RAFTERS. (00-- O6-70t7.
S��
A,c
110 TO 156 80,76 116 5.0 6 :6 . ST. LUCIE COUNTY �cD
j-�� BUILDING DIVISIO
I: G '_ _ _ REVIEWED
51 TO irs,A /e C04ntY
FOR COMPLIA CE
REVIEWED
NOTES:- 1. Specifications: applicable to 26 gauge metal roof and,wa11 panels fastened directly to .12 or 14 gauge steel tube framing, or 18- gauge Nit. THIS
channel roof udiris: DATE 4 . IS TO CERTIFY THAT THE CALCULATIONS AND
P
P SPECIFICATIONS:HEREIN HAVE BEEN PREPARED BYTHE
2. Spec�ications applicable only for mean:roof height of 20 feet.orless, and roof slopes of 7" to.27" (1;5:.12 to 6:12 pitch). Spacing RMIT UNDERSIGNED PROFESSIONAL ENGINEER; AND ARE IN
requirements for other roof heights and/o�slopes niay vary.'MUST E EPT ON JOB O ACCORDANCE WffH THE REQUIREMENTS OF SECTION 1609.0E
NO INSPECTION WILL BE. MA E THEFLORIDABUILDING CODE, SIXTH EDITION.(2017).. THE PLANS
ARE.VAUD UNTIL -THE NEXT REVISION OF THE FLORIDA BUILDING
' CODE:
THESE 'PLANS AND ALL PROPO.S� ORi( � � ►' 111.I
a RH
- ' GROUND ANCHOR SCHEDULE ' . '
:.. ULTIMATE WIND SPEED (rnph) .. -
1.10 120. 130 140` 150 .160 .170 .180
14
30" Anchor
g
16
Detail11)
18
0
20-
48"Anchor
�:
22
Detail I C
z
o'
24
J
m'
'26
:n
28
p
60 Anchor
30
Deta111C
4 ..
ARE bURJECT- I U ANY UV RrrCTIONS '
METAL CARPORT INSTALLATION PLANS AND DETAILS REQUIRED BY FILD II�PECTORS THAT BECHTOL ENGIN� • N� �,'�
8!e^ _(a/ I ORDER
605 WEST NEW YORK k i
ZN
AND P�4�f.fl�E NECl:'i,7F7�1.i IN ORDER TO DELANteofAt FLORIDA- aZnN i
Certificate of Atilhorizaypn No. 54 .38538
FRAMING AND FASTENER SPECIFICATIONS COMPLY VVITHALL A PLICA KE CODES.
FOR CONSTRUCTION IN THE CONCEALED FASTENERS OR ATTACHMENTS Thomas Becht.,0E, •''�`
STATE OF FLORIDA ARE THE RESPONSIBILfT'(OF THE Flgdaa uce�sa
CONTRACTOR OF RECORD % F ''• F�oRtoP.-••
PREPARED FOR.. �'/iss/
CAROLINA CARPORTS, INC. 71�Y �NAL
P.O.. BOX 1.263
DOBSON, NORTH CAROLINA 27017 CAROLINA CARPORTS, -INC.
PREPARED BY.' GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
BECHTOL. ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE 1 Kam. °"� 5110Me
DETAILS 1CAND 1D.SHOWN ON:SHEET 4 OF 5 DELAND; FLORIDA 32720 BECHTOL ENGINEERING RR NTs
AND TESTING, Inc: '
Certificate of Authorization No. 00005492 wroo a RR `"°`"°' G1e001
Unuamsuotmum�-B
SHEET 1-OF6 '
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING -HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
NEI
s• _ _ — _—
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 SAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) . (As applicable) (Asa lica6 .
PP ) (As applicable)
.. 6,
ENCLOS D T ARE --
_..--- �-
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 - VERTICAL ROOF.
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
ROLL -UP DOOR . SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As:appllcable) ;, . (As applicable)
(As applicable) (As applicable)
E C G
� J,,.Q•a
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
n CADS— DEEL�EVATI®N�_—
,1`YPICAI
END ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO'SCALE NOT TO SCALE
NOT TOSCALE ��.�.= ��OLTO_SEE.
.. �i
.BECHTOL,ENGINEERI D7E1$1CIBRi;6_'gi c
�
605 WEST NEW YORKAVFZU6` � `
%
DELAND, FLORIDA 32720,
Certificate of AuthorizationZvo: NO. 38538
•. Q �
omas Bechto ,
Florida License No. 38538
• (�/��
•�
STATE•
A,
CAROLINA CA�����
GENERIC PLANS FOR USE IN THE /StJ�►IbF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
5/10/18
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
BECHTOL ENGINEERING
RR
eCA E NTS
AND TESTING, Inc.-
RR
°"°LN° Gum
_
_ _ _
CMW�iM rlm600MM. ervwnMMeA. " WMMS TEM DMOM e
cAxrmx.m mo-amirtaoomim - -
TB
.SHEET. 2.OF6
26 GA. GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
NSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS
12
-4 a3
2 12
Q 3
1-1/2" 18 GAUGE FURRING
fT
4 '
CHANNEL (PURLIN)
5 —
.2
24" 16 GA U-CHANNEL BRACE
24° 16 GA U-CHANNEL BRACE
q
FASTENED TO RAFTER WITH
FASTENED TO RAFTER.WITH
'
(2) #12.14 z 3/4." SDF's AT
(2) #12-14 x 3/4' SDFs AT
F
24' 16 GA U CHANNEL BRACE
w
EACH END (4 PER BRACE)
i
EACH END (4 PER BRACE)
x
FASTENED TO RAFTER WITH
SEE
x
W
/4° SDFs AT
TAP
—
x
-
24' tAMIMUM-RAFTER SPAN ON SINGLE RAFTER
>24'T03D'RAFTER
v
.. 24, MAxIMUM RAFTER SPAN ON SINGLE RAFTER
y •
EACH E
END (4 PER BRACE)
SHEET
OFF
SPAN REQUIRES A TRUSSED RAFTER
''
.4
b
>24'.T030'"RAFTER:SPANREQUIRES A,TRUSSEDRAFTER
61
AS SHOWN ON THIS SHEET
r•
'�
AS SHOWN ON.TNIS SHEET' `
4
J
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
n
-
>24' TO 30'RAFTER-SPAN REQUIRES A'TRUSSED RAFTER
AS SHOWN ON THIS SHEET .
o
a
TYPICAL
TYPICAL RAFTER/POST
-
INTERIOR-RAFTER/POSTFRAME SECTION - BOW FRAME
NOT TO SCALE
.INTERIOR
FRAME SECTION, - BOX EAVE.- HORIZONTAL ROOF,,
NOT TO SCALE
° - `=" -
TYPLGAL I�_NLITE_ RIOR
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
FrTiEWPOST FRAME�Sit I.QN VERTICAL ROOF
NOT TO<SCALE -- -
�f
-LENGTH VARIES DEPENDING ON.
LENGTH VARIES DEPENDING ON
1-1/2" 18 G�UGE:FURRING"CHANNEL FASTENED
TO EACH RAFTER WITH (2).#12-14 x 3/4" SELF -DRILLING
NUMBER AND SPACING OF RAFTERS
-
NUMBER AND SPACING OF RAFTERS:
FASTENER SPACED NOT MORE THAN 48' O.C.
5
6" _
{—'6-
SEE
SEE
SEE
SEE
S
TABLE 1
SHEETLE I
TABLET
TABLE I
SHEET
.
1 OF 6
SHEET
SHEET
3.
1 OF 6
21
-.1 OF B
4
-LENG VARIES DEPENDING.ON NUMBS R
TYPICAL RAFTER/POST FRAMING PLAN - BOW: FRAME TYPICAL RAFTER/POST;FRAMING PLAN. -'SOX EAVE .
..AND SPACING OF RAFTERS
TYPICAL
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE 'NOT TO SCALE
POST/RAFTER FRAMING -PLAN - VERTICAL ROOF
N SC
NOT ALE
NOT To SCALE
SEE
:SEE.
TABLE 1.
TABLE.1 OPENING; FOR SWINGING .
SHEET
SHEET DOOR WITH NONSTRUCTURAL
7 .. - 1 OF 6
12
.•
1� HEADER
5
-
5
e
'
.6:
. q .
4
71
2
4 .
13
72' MAX: OPENING
6
4
-
W.16 GA U-CHANNEL BRACE
2 .
FOR ROLL UP DOOR .
4
..- _4.
..'OPemm
FASTENED TO RAFTER WITH
4
'
WITH STRUCTURAL.
HEADER' ..
� � '
..
FOR
sxwGMDDon
6
(2) #12-14 x 3/4° SELF-DRIULING
..
. .
.
t2`MAX.OPENING FOR
4
..
S CREWS AT EACH END:
..
10' (TYPICAL) :
ROLL -UP DOOR WITH.
y��
IEnaei ..
(4 PER BRACE] . '
4
-34.
.g 5.
q.
.NONSTRUCTURAL
4.
3
3
.
S _
4
,. .4
4.
4 - 4
-4
. -HEADER`
q A
q
q -
.q
..
4
4
..
OPENING FOR
WINDOW WITH.
..
...
..
-
-
.
NONSTRUCTURAL_ HEADER
'
TYPICAL
ROOF EXTENSION OPTION -
MAIN STRUCTURE
STANDARD LEAN-TO OPTION
AND WINDOW RAIL
TYPICAL SIDE WALL OPENINGS FRAMING PLAN (Alw aOo cable to End Wans1
NOT TO SCALE
-
END. WALL OPENINGS. POST/RAFTER FRAMING PLAN TYPICAL LEAN TO.'OPTIONS. FRAMING, PLAN (BOTH OPTIONS .SHOWN..] I I I
..mill -
NOT TO SCALE
NOT TO SCALE ( S STANDARD AP '
BOX SAVE RAFTER SHOWN, ONLY AND RD LEAN TO IS' PLICABLE TO BOW
\ .
24° 16 GA U CHANNEL BRACE (5 To r POST)
48" 16 GA U-CHANNEL BRACE (8'.TO 14''POST)
-
BECHTOL ENGINEER
"
FULL6"-WELD
BRACE ANGLE SHALLBE.MIN;30°
TO MAX. 45" FROM HORIZONTAL
605 WEST NEW YORKAVE •°
DELAND,FLOR16A 32720
BOTH SIDES
-FULL
LLL 6" WELD
Certificate of Autt or¢afion 2:- O. 38538
6°
BOTH SIDES
BO ES
_
6°
4
Thomas Bech I, P.E. i .
•°
Florida Ucense i O STATE OF
In N
oNNEcno s
5
i AROLI N/Q1 � Aoo,o
BOTH SIDES
WELD ALL WEB
CONNECTIONS,
3
4
3
/
GENERIC PLANS. FOR USE, IN THE -STAB OF FLORIDA
BOTH SIDES
4
-
FREESTANDING
ENGINEERING.
ByHnOc
. 5/10/1
OPTIONAL.24'A" TO 36' TRUSSED RAFTER -BOW
i�
OPTIONAL 24.1 TO 30 TRUSSED RAFTER .= BOX. EAVE _
LEAN—TO FRAMING PLAN
/ENG/
_ RR
;�„� c 6oD,
NOT TO SCALE,
NOT TO SCALE
ALE
unT Tn cenl.F "
°+w a"e,+ui AND pis icsnxo ¢xcu4as
'ra .
cuocr � no
INSTALL 1/2' x MINIMUM 5 1/2' EXPANSION ANCHOR
INSTALL 1/2' x MINIMUM 5 1/2° EXPANSION
THROUGH BASE RAIL WITHIN 6.OF EACH RAFTER
ANCHOR THROUGH BASE RAIL WITHIN 6"
DRILL 5/8° HOLE THROUGH THE 2' WASHERS
DRILL 5/8°HOLE THROUGH THE 2" WASHERS
POST SIDES AND WITHIN 6'OF EACH END
WALL POST ALONG END WALL SECTIONS
OF EACH RAFTER POST ALONG SIDES
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
THROUGH.BOLT BASE RAIL
-4' MINIMUM . 2" MINIMUM
-MIN.-6" -
TOP OFASPHAL? PAVEMENT —
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
OR STABLE GROUND SURFACE
MINIMUM 2-1/2"EMBEDMENT
-MINIMUM 2-1/2" EMBEDMENT
EYE ANCHOR'
5/8" ROD 48° LONG
' WITH 6"HELIX
OR
12" .5/8' ROD 60° LONG (SEE GROUND ANCHOR EYE ANCHOR (SEE.GROUND ANCHOR
l MINIMUM 4" WITH T }HELIX, SCHEDULE; SHEET 1 OF 6; 5/8" ROD 30' LONG SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE FOR APPLICABILITY) WITH DBL'4" HELIX FOR APPLICABILITY)
12. Z- -
MONOLITHIC_CONC_FOOTING (2600 PSI MIN.)
CONTINUOUS 4" CONCRETE PAVEMENT
REINFORCED WITH 2 #5's CONTINUOUS
�=C!N�,CREaTE BASEaiR�AIL■i/.f�lCF:10'R�AGE� CONCRETE BASE RAIL ANCHORAGE. BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE
'1 A'
t: 'Not;tale= "^'^� 1 B Not To Scale (OPTIONAL=OPEN CARPORTS ONLY) 1 C' Not Tq Scale 1 D. Not To Scale
DRILL 5/8° HOLE THROUGH,THE 2"WASHERS 24'.16 GA U-CHANNEL BRACE 5 TO T POST)
BASE RAIL'AND SECURE -TO: 48'-OHANNELBRACE V TO 14' POST) TS BOW RAFTER 6" LONG TS NIPPLE
ANCHOR EYE WITH .1/2° DIAMETER 16 GA U ( T) SECURE POST TO NIPPLE .
TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' . WITH (4) #12=14 x 3/4' SDF.'s
THROUGH -BOLT
BASE RAIL TO MAX. 60''FROM HORIZONTAL . NO SCREWS
:.
REQUIRED
NIPPLE TO 3/16' AN BOW BEND 5° ,
RAFTER
(SEE GROUND 'ANCHOR
MINIMUM 4' SCHEDULE, SHEET 1 OF 6,
FOR REQUIRED ANCHOR)
CONTINUOUS 4"
CONCRETE PAVEMENT .
EYEANCHOR
CONCRETE BASE .RAIL ANCHORAGE
1 E Not To'Scak (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18)
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2"x2"x27 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASE/WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH
NON•STRUCTURAL HEADER (4) #12-14 x3/4° SDF'S, (2) ON . .
12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR:
OPENINGS, POST SHOULD
BE FLUSH WITH.RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL; TRUSS CHORD, OR
4 NON-STRUCTURAL HEADER CONN. DETAIL
Not To Scale
TS RAFTER
i
�o
6"
6' LONG TS NIPPLE
SECURE P6sT.TO NIPPLE WITH
(4) #12-14 x 3/4" SDPs
61
TS RAFTER POST
BOX EAVE RAFTER/POST DETAIL
2ii Not To Scale
TS RAFTER POST
1-1/2" x 1-1/2"x2' 16 GA CLIP
ANGLE SECURE T'O
POST AND BASE RAIL .
WITH.(4) #12-14 x 3/4' SDPs,
(2).ON TOP, (2);ON SIDE
\L-TS CONTINUOUS BASE RAIL
5 END .POST/BAS.E RAIL CONN.
Not To Scale
4.16 GA U-CHANNEL BRACE (5' TO T POST)
-AV 16 GA U-CHANNEL BRACE (V TO 14. POST)
:TS RAFTER POST
9 1/2"
BRACE ANGLE.SHALL BE MIN, 45'
TO MAX. 60"FROM HORIZONTAL
NIPPLE TO 3/16'
BASE RAIL
TS CONTINUOUS BASE RAIL
3'
o
l
S• 6",LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12.44 x 314"
TS RAFTER POST SELF -DRILLING FASTENERS
'BOW
� POST/BASE RAIL. CONN. DETAIL
RAFTER/POST DETAIL
3.
2B
'
Not To Scale '
Not To Sale
.
(12 GA IF ROLL -UP DOOR FRAME)
\\
Ol
2• x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST ANDTOPIOF .
BECHTOL ENGINEEM tkND TESTING, INC.
'•
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT #12-14 3/4' SDF's
605 WEST NEW YORKAVQ1t)F.Z ; 3853E
DELAND, FLORIDA 32720- ' rI0•
•'• -
WITH (4) x
2) ON TOP OR BOTTOM, (2) ON SIDE
Certificate of Authorization$b. 54
A:(
Lu
TS NONSTRUCTURAL HEADER
(12 GA IF ROLL -UP DOOR FRAME)
Thomas Bechtol; P. . , $T
Florida IJcense.No. 39538 0� PL 0 RN'D
2
A0\
�TSWJNDOW
RAIL OR GIRT ..
FOR VERTICAL SIDING OPTION .
INC.
NON-STRUCTURAL HEADER, WINDOWCAROLINA.CARPORTS,
RAIL, OR GIRT TO POST. CONN. DETAIL
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
Not'T6 Scale
w E
5110/18
BECHTOL ENGINEERING
RR ...
NTS
AND TESTING Inc.'
'
'�— .RR
°ROLNO : G18601
•
caaiaras oanEoon-4. DNRUMEAL. um UMM45 WnG DMOM
`�aa`.'°m" w`°ron'''at
APgm 713
..SHEET 4'OF6
NIPPLE TO 3/16"
DBL. HDR. TS RAFTER POST
.�
6° LONG TS NIPPLE
f2x2x2'ANGLE CLIP SECURE EACH WITH "LONGTSNIPPLE
OST AND (4)#12-14x3/4" 1/8" SECURE WITH (4) #12-14 x 3/4'
(4) #12,14 x 3/4' SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS
SDF'S, (2). ON BOTTOM, o i
(2) ON SIDE
OR r r
i
. 2'x4" 16 GA PLATE i i i o i
SECURE TO EACH SIDE OF 1 o i i o i 2 GA DOUBLE TS HEADER
TSEND POST POST/RAFTER CONNECTION
J LJ
WITH (4) #'12-14 x 3/4" SDFs,
(2) ON POST, (2) ON RAFTER 2 GA TS POST -_ _ 3/16" NIPPLE TO -
— — DBL. HDR.
17_�. END POST/RAFTER CONN. DETAIL _RAFTER. POST/DBL: HEADER DETAIL RAFTER POST/HEADER DETAIL
Not To Scale 8 Not To Scale 9 Not To Scale
1-1/2' x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURETO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SDF's,
TOP AND BOTTOM
NIPPLE TO 3/16" ' 6" LONG TS NIPPLE
RAFTER - _ SECURE WITH (4) #12-14 x 3/4' SDF's
TS RAFTER. 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE.'
•
1-1/2"x1-1/2"x2'16GACLIP. WIT 1214 x:
ANGLE SECURE TO RAFTER - AND GABLE RAIL WITH (4) 1-1/2" x 1=1/2' x 2" 1 B GA'CLIP ANGLE
#12-14 x 3/4" SDF's, (2) ON TOP, SECURE TO RAFTER AND GABLE
1-1/2' x'1=1/2" x 2" 16.GA (2) ON BOTTOM RAILWITH (4) #12-1.4x 314' SDF's,
CLIP ANGLE SECURE TO (2) ON TOP, (2) ON BOTTOM
RAFTER POSTAND GABLE
RAIL WITH (4) #12-14 x 3144 SDF's
'(2) ON TOP; (2) ON SIDE TS GABLE RAIL °
24' 16 GA U-CHANNEL BRACE (5' TOT POST)
TS RAFTER POST 6- LONG TS, NIPPLE 48.16 GA U-CHANNEL BRACE (8' TO 14' POST)
SECURE RAFTER AND: POST . TS GABLE RAIL BRACEANGLE SHALL BE MIN. 45'
.. R POST
• TO NIPPLE WITH-(4) #12-14 x 3/4 TO MAX ^. 60° FROM HORIZONTAL
SELF -DRILLING FASTENERS FT TS RAER P
GABLE RAIL. TO RAFTER. POST TS RAFTER POST
� � .CONNECTION DETAIL :. SIDE EXTENSION .
�A Not To:Soale GABLE RAIL TO -RAFTER POST: RAFTER/POST. DETAIL .
-CONNECTION:DETAIL 12 NotTd6rale
.. B - NotTo Shale .. -
'f I'u c
11'LLIII 2-1/4��.FOR .. III1111'
12 GA'FRAMING
2-1/2"'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) -
BRACE SECTION
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
- TS RAFTER e
SECURE EACH WITH (4) #.12-14 x 3/4"
SELF -DRILLING FASTENERS
- --12 GA TS POST
—TS BASE RAIL
NIPPLE TO
V BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION. DETAIL
� �. Not To Scale
TS RAFTER POST
2"x4"-16 GA PLATE (ONE REQUIRED)
SECURETO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #1244 x 3/4." SDF's;
(2) ON POST, (2) ON RAFTER
yTS LEAWTO RAFTER
�2"x2"z2" 16 GA ANGLE' CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 z.3/4°
SDF's; (2) ON: RAFTER;
(2) ON POST
13 POST/.LEAN-TO RAFTER CONN. DETAIL.
NofTo Scale
VA B
BECHTOL ENGINES •"IKQ,NG, IN
605 WEST NEW YORK AVE
DELAND, FLORIDA 3240
Certificate of Authorizaff53a.
Thomas Bechtol, P
Florida Llcehse No.
IONA
iilllli
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
5/10/18
BECHTOL ENGINEERING �^ RR NTS
. AND TESTING, Inc.RR -018001
-
caau M GoTww_a. uivcme GM4 aim ugunus TMM nir ss
P°°"°"m`'TB :SHEET 5 OF 6 '
SEE
TABLE 1 /'OPENING FOR.SWINGING DOOR
SHEET / WITH NO.N-STRUCTURAL HEADER.
4.
4
GIRTS 64. ci E .
(Typical) a 4 s p
IT MAX OPENING FOR
ROLL -UP DOOR WITH
.5 4' NONSTRUCTURAL HEADER .4 . s 1 ' 4.. .4. •q 4
TYPICAL END
WALL OPENINGS PQST/RAFTER/GIRT FRAMING PLAN.
NOT TO SCALE
-BOX-EAVE.FRAME RAF TER'ENCLOSED BLDG.- VERTICAL SIDES
-m ROLL -UP DOOR SWINGING DOOR ' '
(As applicable) t (As applicable),
TYPICAL SIDE ELEVATION.. TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL -FASTENED TO OPENING FOR SWINGING DOOR
EACH RAFTER WITH.(2) #12.14 x 314" SELF -DRILLING WITH NON STRUCTURAL HEADER
6-1 FASTENER SPACED. NOT MORE THAN 48- O.G.
GIRTS SEE. .
Ical s TABLE 1 ci .
(TYP ) 4 S OF 5 9. 6 4. 4 6
5 qq3 3-.
12- MAX. OPENING FOR
3 10. ROLL -UP DOOR WITH • q 3
4' 5 STRUCTURAL HEADER 4 4
OPENING FOR WINDOW WITH .
. NONSTRUCTURAL HEADER
LENGTH VARIES DEPENDING ON NUMBER AND,WINDOW RAIL
AND SPACING'OF RAFTERS (Also epptimble to End Wells)
TYPICAL POST/RAF TER/GIRT.FRAMING-PLAN ..
NOT TO' SCALE
BOX EAVE -FRAME RAFTER UTILITY. BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As'appticable) l
n I I � II� � II IIfIB_1hm,\L_
e
TYPICAL ME ELEVATION' TYPICAL END ELEVATION
NOT TO SCALE - NOT TO SCALE
H.
BECHT.OL ENGIIk 6` A TEST NG, IN•
605 WEST NEW YO��R`A
DELAND, FLORIDA 227 No:FILIE 38538
Certificate of Authorim4on Nor--5492
A /0�
W
otnas Bechtol, P .�%
Florida License. No.
STATE OF:. `
S/ONAL
//11.11111\\
CAROLINA CAeRPORTS, INC.
GENERIC PLANS FOR USE. IN THE- STATE OF .FLORIDA
5/10/18
BECHTOL ENGINEERING. ^a^ RR a NTS'
AND TESTING, ine: .. ..
RR °"0 ND': G18001
WIWLTDIG liDrFL1D1NDD. FNWgNIDMAI. AND WiERA{5 T61M0 FNGDnF1S
TB SHEET 80F 6 "