HomeMy WebLinkAboutSITE PLANSFBC APPROVED .)DUCTS LIST
tr_r
OA
MAX'
DESIGN
CATTEGORY
EG
SUB CATEGORY
MANUFACTURER
PRATE
EXPIRATION
_
PRESSURE
No. 8 DATE
WIND
DATE
(psi
SPEED
_STRUCTURAL COMPONENTS
ROOF DECK-
--CAROLINA CARPORTS;-INC.
FL6596.1__R5
04/05/27 "
180
+27.3 /-62.5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R5
03/14/27
180
+27.3 / -62.5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMP_ONIENTS__
VENT
_FLOOD_FL-APSLC
-FL-138fi1=
10/03/17
= 9/2#19
-
= - -N/A-
_ELOOD _ _ -
8x16 Flood Flap
-N7A
-
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3-R1
12/03/18
139
+40.0 / -40.0
Series 402-14
01/29/18
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5=R1
09/14/20
170
+40.0 / -45.0
Series 407
01/29/18
EXTERIOR DOORS
ROLL -UP
ASTA:INDUSTRIES INC.
FL8888.1-R5
12/31/18
180
+55.8 / -55.8
Model 203
10/0671.7
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499.1-R2
10/17/18
1:80
+55:0 / -55.0
Model 185 SH
12/29/17
TABLE 9
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS OR GIRTS
MAXIMUM
WIND
ULTIMATE
NOMINAL
POST/ RAFTER
(INCHES)
N
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY CATEGO Y (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
- -�d - -
1151 TO 18017�TO 139 4 0'� = 6 6 = a
NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened diiectly to 12 or 14 gauge steel tube framing, or 18 gauge hat
channel roof pudins. i
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
requirements for other roof heights and/or slopes may vary.
GROUND ANCHOKSCHEDULE
ULTIMATE WIND. SPEED (mph)
110 120`.:130 140:, 150 160 170 .180
12
14F
r'
a)
16
18 .
x
0
20
48"
Anchor'
c�7
22
Detail1C
0
24
26
m
28
r 60' Anchor
IL I
30
Detail TC I"
DETAILS it AND 1 D SHOWN ON SHEET 3 OF 4
GENERAL NOTES:
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING,
AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUE$jNCLUD1NGBl IT NO MITER-M-PLUMBING, ELECTRICAL, INGRESS/EGRESS
PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY
OF OTHERS.
2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING
DEAD -LOAD OF THE STRUCTURE -AND APPL-fCABLE-LIVE AND WIND LOADS. -IMPROVEMENTS NOT SPECIFICALLY -ADDRESSED HEREIN,
INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT
PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE
OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE
DUETO THE APPLICATION OF ADDITIONAL LOADS.
3• ALL_ST-EEL TUBibtG_SHjALLBE-5O_CSLGALV ANIZED_STEELALL-EASTE-NEP-"HALT_REGAL-VANIZED-OR-S_TAINL-ESS-STE L.---- --_
- -- - E
4• ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5• ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP
FRAMING CONNECTIONS SHALL BE WELDED.
6• CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2506 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE
MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH.6X6-W1 .4XW1 A WELDED WIRE FABRIC
COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
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.
SEE GROUND ANCHOR SCHEDULE (THIS SKEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVALENT.
9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLES.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1
OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH
EDITION (2017) - BUILDING. MINIMUMALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4" x 2-1/4" TS.
FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY DIEiR TO
COMPLY WITH ALL APPLICABLE ESSARY IN CODES.
METAL CARPORT INSTALLATION PLANS AND- DETAILS
AND
FRAMING AND FASTENER, SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIaAFTLECOPYPREPAREpFOR; ST. LUCIE COUNTY BUILDING DIV N
CAROLINA CARPORTS, INc. REVIEWED FOR CON�LIANCIE
P.:O. BOX 1263, REVI
DOBSON, NORTH CAROLINA 27017 DATE
AND PER IT MUST 13 KE JOB"
PREPARED81' SITE OR NO INSPECTIONS) WI E MADE
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
CONCEALED FASTENERS OR A7TACHMEMS
ARE CONTRACTOR OR RECORD TME SCANNED
RV
St. bef- C"loa
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,.SIXiH.EDITION (2017). THE PLANS
ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
•`�� P5••''•ENsF•' TO ��;
BECHTOL ENGIN NG AND TESTING, INC.
6W WEST NEW YO$K FLIE 13F3 j35-
DELAND, FLORID
CertfflcatD of
Thomea I, P.E. • , OP '. �i 1h.
Rolf& Lice ' FLORA
////111111111\\
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR THE STATE OF FLORIDA
414/18
BECHTOL ENGINEERING °u"" RR ' NTS
AND TES71N4 hm
001MO m ommwrA. QrveorWRL. � Wtrnws IESI MIME
00 °II 'RR' : 1°°"d G18001
wvewmTB. SHEETI'OF
BOW FRAME RAI-, R OPEN CARPORT - HORIZONTAL' DF
_ _ _ �Y.PICALSII
NOT TO SCALE
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
(As applicable) _ (As applicable)
NOT TO SCALE I NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
v-'
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
IA.—li—hlol IA.
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG- VERTICAL ROOF
ROLL -UP DOOR SWINGING DOOR
'ICAL SIDE E
TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
Bt FRAME RAFTER UTILITY BUILDING_ -A ROOF
ROLL -UP DOOR SWINGING DOOR
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG -HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
6•
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
ROLL -UP DOOR . vdiKi mr nnn7
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
6•
TYPICAL END ELEVATION
NOT TO SCALE
BECHTOL ENGINEER
605 WEST NEW .YORKAVEN , • • t /y
DELAND, FLORIDA 32720 �. �,\GENSF
.CarmficateofAuthoVon
.38538
omen Becht P.E
Florida License: o. � 'Q � (V
STATE O
CAROLINA C�
GENERIC PLANS FOR USE IN f140S'TJ�iB1d� FLORIDA
3R/18
BECHT.OL ENG/NEEMNG o .RR �S
AND 7E817N0, Inc.
'�. RR '1�M0 G18001
mmu
cON9n»IO mol¢wicu- [xrwaNlt<NIu. um Wnaars 7rsnNo oli5wms
Tm `TBI SHEET2.OF5
-- _�TYPIG
^ INTER
NOT TO
26 GA. G^_ ;NIZED. METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
-_J3
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDF's AT
- . EACH-END{4PER-BRACE)— - - — -
24' MAXIMUM RAFTER SPARON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A'TRUSSED RAFTER
AS'SHOWN ON THIS SHEET E.=
A
FRAME SECTION - BOW FRAME
LENGTH VARIES DEPENDING ON
12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
10° (TYPICAL)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
NSTALLATION INSTRUCTIONS
-24" 16 GA U-CHANNEL BRACE
= FASTENED TO RAFTER WITH
(2)Al 2714 x 3/4' SDFs AT _
_ EACH END (4 PER BRACE)
w
J
24' MAXIMUM RAIIR SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
-AS SHOWN ON THIS SHEET '
Tn
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOXEAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING
..NUMBER AND SPACING OF RAF
SEE
TABLE 1
SHEET
TYPICAL RAFTERIPOST FRAMING PLAN;. BOX EAVE
NOT TO SCALE
-OPENING FOR SWINGING'
DOOR WITH NONSTRUCTURAL
HEADER
OPENING FOR WINDOW WITH
-- NONSTRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN A"o.wwoowRAIL
NOT TO SCALE - (ate applicable Ie End Wells)
FULL I WELD
BOTH SIDES
OPTIONAL, 24'-l" TO 30' TRUSSED RAFTER - BOW
NOT TO -SCALE
26 GA. GALVANIZED METAL ROOF PANELS -
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
=1-1/2" IR GAI IGF FURRINr
CHANNEL (PURLIN)
P -
-24" 16 GA U-CHANNEL BRACE
=
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDF's AT
EACH END (4 PER BRACE)
W
J
24' MAXIMUM RAFTER SPAN ON SINGLE'RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
01
L AS:SHOwN ON THIS SHEET * ' _
14/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH. RAFTER WITH (2) #12-14 x 314" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.'
SEE '
TABLE 1
SHEET'
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN -VERTICAL ROOF
NOT TO SCALE
SEE -
TABLE 1
SHEET 12
7.. 1 OF 5 5 ,.
5.
4 4.
.6 4 _
4 4 OPENNGPOR-' g .
SWNGWdIX) R
12' MAX. OPENING. FOR wrtN NON 4
ROLL=UP-0OORWITH STRUCTURAL,NEADM
- 5 4 NONSTRUCTURAL.
4' 4 HEADER .
4'A 7IN 4 4.
TYPICAL ROOF EXTENSION OPTION
END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTI
NOT TO SCALE NOT TO SCALE ' (BOX EAVE
24" 16 GA U-CHANNEL BRACE (V TO T POST)
48" 16 GA U_-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30"
TO MAX. 45` FROM. HORIZONTAL
FULL 6" WELD
BOTH SIDES
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-1 TO 30' TRUSSED RAFTER -.BOX EAVE
NOT TO SCALE
FREESTANDING v
LEAN-TO FRAMING PLAN
SEE
TABLE 1
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
13
5:
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x,3/4' SELF -DRILLING
SCREWS AT EACH END '
(4 PER BRACE)
MAIN STRUCTURE STANDARD LEAN -TOO ON
ING PLAN BOTH.OPTIONS SHO
I'l I
ONLY STANDARD LEAN TO IS APPLICABLE TO BO
) B �/Z
•
BECHTOLENGINEE'G
'*
1N-C.
605 WESTNEWYORKAVENyE '••
DELAND, FLOPJDA32720
smcafa a o-
.gyp
. ••
No. 38538 _
•'
a P.E . iO
Flbdda u
STATE OF
CAROLINA CARS
GENERIC PLANS FOR USE IN THE
STATE OF FLORIDA
PM18
BECHT& ENGINEERING:.RR
'O1� NT.S
AND 7E8flN0° !nt '
eoH9nnNi. mGTmNrX . a1 N1laai MW� '�.
AND MUUMLS TMW Dlc OM
o.�ruAuntmorcasouoa AinovEa
RR 1101M� G18001 '
TB 3
-SHEET OF 5:
INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION
POST ALONG SIDES AND WITHIN 6" OF EACH END ANCHOR THROUGH. BASE RAIL WITHIN 6"
WALL POST ALONG END WALL SECTIONS OF EACH RAFTER POST ALONG SIDES
" INIMU 2' MINIMUM
MIN. 6'
MINIMUM 2-1/2" EMBEDMENT MINIMUM 2-1/2' EMBEDMENT
r , 12"
�1* •:, 1 MINIMUM 4"
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
DRILL 5/8" HOLE THROUGH THE 2" WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH_1/2' DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
(SEE GROUNDANCHOR
MINIMUM 4' - SCHEDULE, SHEET1 OF 5;
FOR REQUIRED ANCHOR)
ZCOWINUOUS4'
CONCRETE PAVEMENT
EYE ANCHOR
�E CONCRETE BASE RAIL ANCHORAGE
\ / Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)!
TS TRUSSED RAFTER CHJORD
OR NON-STRUCTURAL HETS END POST OR DOOR/
WINDOW FRAME POST2'x2"x2" 16 GA ANGLE CLIP
SECURE .TO POST (EACH SIDE)
TS BASENVINDOW RAAND RAFTER CHORD/RAIL W)TH
NONSTRUCTURAL HE(4) #12-14 x 314" SDFs, (2) ON
(12GA IF ROLL -UP DOOR FRTOP 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
NON-STRUCTURAL HEADER-CONN. DETAIL
l Y Not To Scale
CONTINUOUS 4" CONCRETE PAVEMENT
1 B CONCRETE BASE RAIL ANCHORAGE
�Not To Scale (OPTIONAL -OPEN CARPORTS ONLY)
24' 16 GA U-CHANNEL BRACE (6,' TO T POST)
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL: BE MIN. 45"
TO MAX. 60":FR0M HORIZONTAL
NIPPLE TO 3/16'
RAFTER
LTS RAFTER
F--6.
6" LONG TS NIPPLE,
SECURE POST TO NIPPLE WITH
(4) #12=14. x 3/4' SDPs
TS RAFTER POST
BOX EAVE, RAFTER/POSTDETAIL
Not To Scale
TS RAFTER POST
1-1/2' x 1-1/2' x 2' 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4' SDPs,
(2) ON TOP, (2) ON SIDE
VTSCO NT'IN'UOUS BASE RAIL
s END POST/BASE RAIL CONN.
Not To Scale
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE\
EYE ANCHOR--
618" ROD 48' LONG
WITH 6' HELIX
OR
5/8 ROD 60` LONG
WITH T HELIX,
AS APPLICABLE
WASHERS DRILL 5/8" HOLE THROUGH V -
BASE RAIL AND SECURE TO
ITS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER
BASE RAIL T4ROQQH--8
OL7_
TOP OF ASPHALT PAVEMENT \
OR STABLE GROUND SURFACE
(SEE GROUND ANCHOR
SCHEDULE, SHEET 1'OF 5,
FOR APPLICABILITY)
BASE. RAIL DEEP ANCHORAGE
Not To Scale -
EYEANCHOR
5/8' ROD 30" LONG
WITH DBL 4" HELIX -
2' WASHERS
/--TS CONTINUOUS
(SEE GROUND ANCHOR .
SCHEDULE; SHEET 10 F 5,
BASE RAIL ANCHORAGE
� � Not To Scale
TS BOW RAFTER
NO SCREWS
REQUIRED,
IN BOW BEND 5•
4' 16 GA U-CHANNEL BRACE (6' TO T.POST).
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45"
TO MAX. 60" FROM HORIZONTAL, NIPPLE TO \
BASE RAIL
3"
3� 6" LONG TS NIPPLE .
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST SELF. -DRILLING FASTENERS
AFTER/POST DETAIL .
ZB BOW .RNot To Scale
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDPs
.. TS RAFTER POST
--TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
Not T6 Scale
TS POST
(12 GA IF ROLL -UP DOOR FRAME)
H B //�
2' x 2' x 2''16 GA ANGLE CLIP
\\\'
` �•
i
sECURE To POST AND TOPOF
HEADER,
BECHTOL ENGINEE "R�f4�IiINCr. Q�
OR BOTTOM OF WINDOW
WS WEST NEW YORKAVE
•'
RAIL/GIRT WITH (4) #12-14 x'3/4" SDPs
(2) ON TOP OR BOTTOM, (2) ONSIDE
DELAND, FLORIDA 32720 ��.:
Cet118cate o1..' on Ns 0.38538 —_
* —
1
TS NON-STRUCTURAL HEADER
7.
(12 GA IF'ROLL-UP DOOR FRAME)
Beclittil " ' l•%/ `
Florida Llcense No. 38M : ��. •'•, . STATE OF / Z
IONA
TSWINDOW RAIL Oft GIRT .
;\\`\\\
I11
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
CAROLINA CARPORTS, INC.
s RAIL, OR GIRT TO POST CONN. DETAIL
GENERIC PLANS. FOR USE IN THE STATE OF FLORIDA
Not To Scale
..3/7/18 '
�ECHTOL ENGINEERING o : RR .AL�
..Nrs
AND 7EawNO, Ina
RR 'G18001 '
mN9tuNpi .obaagru• t>r+e�gilbiar. Alm IUm+tus i[gnNa D .
A.7'07 TB 4 '
SHEET OF 5
NIPPLE TO
3/1
DBL. HDR.R. ��
' 2"x2"x2° 16 GA ANGLE CLIP
SECURE TO POST AND
_ -- RAFTER-WITH{4)#12-14-x314" -
SDFs, (2) ON BOTTOM,
(2) ON SIDE
OR
2"x4" 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST POST/RAFTER'CONNECTION o
END POST/RAFTER CONN-. DETAIL
Not To Scale -
1-1)2" x 1-1/2",x.2" 16 GA CLIP
GABLE. RAIL TO RAFTER POST
CONNECTION DETAIL
~ Not To Scale -
'
ANGLE SECURE.TO RAFTER.
AND. GABLE RAIL WITH (4) ,
:1412. x 1-1/2° x 2° 16 GA
#12-14 x 3/4° SDF s, (2) ON TOP,
(2) ON BOTTOM
CLIP ANGLE SECURE TO.
RAFTER POST AND GABLE
RAIL WITH-(4) #12-14 x 3/4° SDFs
(2) ON TOP, (2) ON SIDE
TS GABLE RAIL
TS RAFTER POST
. 2-1/4- FOR
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 314" SDFS
AT EACH END (4 PER BRACE) -
BRACE SECTION
Not To Scale
r6" LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 3M'
SELF -DRILLING FASTENERS
GA TS POST
RAFTER .POST/DBL. HEADER DETAIL
� Not To Scale
-1-1/2' x 1-1/2" x 2'-16 GA CLIP ANGLE
SECURE TO RAFTER POST. AND
:'GABLE RAIL WITH (4) #12-14 x 3/4" SDI
TOP AND BOTTOM .
�:: ME
—6" LONG TS NIPPLE
-.SECURE WITH-(4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
r-12 GA DOUBLE TS HEADER
6° NIPPLE TO
DBL. HDR.
9 RAFTER POST/HEADER DETAIL
Not To Scale
NIPPLE TO 3/16" 6° LONG TS NIPPLE
RAFTER %�SECURE WITH (4) #12-14 x 3/4' SDFs
TS RAFTER 12' LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4' SDFs,
1A/2', x IA/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE --
RAIL WITH (4) #12-14 x 3/4' SDF s,
(2) ON.
TOP, (2}ON BOTTOM
:_4
.24' 16 GA U-CHANNEL BRACE (5' TO T POST)
6' LONG TS. NIPPLE . 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
SECURE RAFTER AND POST TS GABLE RAIL BRACE AN SHALL BE MIN. 45-
TO NIPPLE WITH (4) #12-14 x 3/4° TO MAX. '60° FROM HORIZONTAL
SELF -DRILLING FASTENERS TS RAFTER POST
TS RAFTER POST
SIDE.EXTENSION
GABLE- RAIL :TO RAFTER POST. 11B CONNECTION DETAIL &jn��E�PJPOSTDE�TAIL.
'Not To Scale
171/2" 16 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
RO�®M PANEL ATTACHME--NT
(ALTERNATE FOR VERTICAL ROOF PANEL$)_-
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6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
/—12 GA TS POST -
BASE RAIL
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE .
Z
SE RAIL CONNECTION DETAIL
o Sple
fS RAFTER POST
2°x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO. EITHER SIDE OF
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(2) ON POST, (2) ON RAFTER
iTS LEAN-TO RAFTER
�2"x2"x2' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
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(2) ON POST
POST :/ LEAN-TO RAFTER CONN..DETAIL
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CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
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TB SHEET. 5 OF 5