HomeMy WebLinkAboutCARPORT INSTALLATION_. FBC APPROVED PRODUCT 'FST
METAL CARPORT INSTAL�ATION PLANS AND DET
AILS
MAXIMUM
PRODUCT CATEGORY SAPPROVAL AND
ALLOWABLE
CATEGORY " MANUFACTURER ALLOWABLE
No. & DATE WIND SPEED FRAMING AND FASTENER SPECIFICATIONS
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596A-R5
180
26 Gauge AG Panel
10/10l17
SCANNED
STRUCTURAL COMPONENTS "'
STRUCTURALWALL
CAROLINACARPORTS, INC.
FL6702.1-R5
180
26 Gauge AG Panel
10/16/17
St Lucie County
STRUCTURAL COMPONENTS _
FLOOD VENT .
FLOOD FLAPS, LLC
FL17381:1-R2 -
NA
8x16 Flood Flap _
10/03/17
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND. METAL COMPANY
FL17996.5-R1
.139
Series 402-14 :
01/19/18 .
EXTERIOR_ DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5-R1
170{Lr
Series 407
01/19/18 :
ape �B@ p
/ 6NE11�7
EXTERIOR DOORS
"
180
O A�AC��j y
n �� rr '� HO RCl 111 S
ROLL -UP
ASTA INDUSTRIES INC. -
Model203:. ..
FL8888:1-R5
10/06/17
B
1' NSIAI�OF
WINDOWS
SINGLE HUNG..
=
POCAHONTAS ALUMINUM COMPANY; INC.:
FL12940.2=R5
139
6
bro�oF�
Model.100 VS
01/15/18
WINDOWS
= SINGLE HUNG
MI WINDOWS AND DOORS
FL1.7499.3-112.
180
Mode1185 SH
12/29/47 '
TABLE 9
"RAFTER -FRAME, END -POST, -GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
..
-AVERAGE FASTENER SPACING':
ON -CENTERS ALONG RAFTERS OR
WIND.
ULTIMATE
NOMINAL
"MAXIMUM
POST I: RAFTER
PURLINS, AND-POSTSOR'GIRTS
(INCHES):
RISK
EXPOSURE
WIND SPEED
: WIND SPEED
SPACING:
INTERIOR .
END
CATEGORY
CATEGORY
(MPH)"
(MPH) ' -
(FEET)
..
POSTS/RAFTERS
,_
POSTS/RAFTERS
110 :TO 150
89 TO 116
5.-0 ' '
6
6.
C
1"51 TO 180
117 TO 139
4.0
6
6
NOTES: 1. S eciftcations a livable to 26 au e. metal roof and wall anels: fasteneddirectly to 12 or 14 gauge steel tube framing, or gauge hat DETAILS 1C AND 1D, SHOWN ON SHEET 4 OF 5.
P PP 9" 9 Y'. 9 9 9. 9 9
P ..
, ch6nneI,roof pudins. . .
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..
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'ISSUES, INCLUDING BUT NOT LIMITEOTO PLUMBING,
L ; ELECTRICAL; INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
?. THESE STRUCTURES Al DESIGNED AS NON -HABITABLE UTILITW(STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT
SPECIFICALLY ADDRES J HEREIN WHICH- ADDITIONAL LOADS 'ON THE STRUCTURE, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT. LISTED IN THE FBC APPROVED PRODUCTS LIST .ON -THIS SHEET, AND NOT
PRO OADS ,JON A PROVED COMPONENTS.': DE LAL J BY CAROLINA CARPORTS, C. SHALL BE AT THE OWNER'S RISK: BECHTOL ENGINEERING AND TESTING, INC.; SHALL NOT.BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF
ADDITIONAL
3. ALL STEEL TUBING SHALL BE 56 KSI GALVANIZED -STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASH ER'@ 6" O.C. AVERAGE.
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
PREPARED FOR. -
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY'
BECHTOL ENGINEERING AND TESTING; INC.
-605 WEST 'NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
5. ALL FIELD FRAMING .CONNECTIONSSHALL BE #12-14 x 314" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER: ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 050 C_
6. 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-WI .4XW1 .4 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, EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS
ST. LUCK COUNTY
REVL«`ED FOR CO
D w vrruirn nv .-
DATE 3121 / t92
PLANS AND PER&
01'., NO LNSPIdC It
F�[3d _
AT SE.KjE�PT ON JOB
LL RJR �!b&
THESE PLANS ARID.ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS .
REQUIRED BY FIELD INSPECTORS THAT.
MAY BE NECE99ARY IN I19 - -
COMPLY WI'AR��4A
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,:SIXI`H EDITION (2017). THE PLANS
ARE. VALID UNTIL THE NEXT REV`ko A&A NO kb N4)BUILDING
.CODE.
BECHTOL EN
W5 WEST NEW'
Y
•s
.•. g'f PEE QP.•
�''�• �SSIONP�.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-T.ITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CAROLINA CARPORTS, INC.
9• POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END' WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
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) (FBC FE 2017) -RESIDENTIAL, AND SECTION 1816.1 ' 01/02/18
OF THE FBC FE 2017 - BUILDING. BECHTOL ENGINEERING 010� Iu1K8 'G a NTS.
AND TEST/N4 Ura
11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. OWWWWru. Aw y,AMWIS TWwa w RR '"OLD G18001
� TB SHEET 1 OF 5
BOW FRAME RAFTER C' - N CARPORT - HORIZONTAL ROOF `-
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
BOW FRAME RAFTER UTILITY BV, __
RING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable) (As applicable)
c
�
-
ENCLOSED LENGTHYARIES
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
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable) (As applicable)
s.
c
s.
IMF.
ENCLOSED LENGTH ARIES
'
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
.1
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
I
ENCLOSED LFNuTH VARIES.
(As applicable) (As applicable) -
a' -
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
BECHTOL ENGIT�!_ �6(IpE1'E It((>E
605 WEST NEW Ygjt1C R G
DELAND. FLORI 3 V
Certificateof fio. 3853
f W
Thomas
Rlodda Llce OF Z
i
�i 0 FLOR�O
CAROLINA CARS��`CC��
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 BECHTOL ENGINEERING °� ouotila
NOT TO SCALE NOT TO SCALE NOT TO SCALE AND MMNA I= Mf(B NTS
cori Md omrEcw�ru• MMoN"M-" Wrooas MMW Wa=M oro�a RR `+�"n G18001
°ididA o �"'0°�'@ "`^ ® TB SHEET 2 OF 5
26 GA. GALVANIZED SAL ROOF PANELS FASTENED
j-26 GA. GALVANIZED METAL ROOF PANELS FASTENED
26 GA. GALVANIZED METAL ROOF- S FASTENED
rH
TO RAFTERS WITH w.,., ^Jd x 3/4' SDFs WITH;CONTROL
TO RAFTERS WITH #12-14 x'3/4' SDF s WITH CONTROL
TO PURLINS WITH #12-14 z 3l4" SD:�_ _ ^�° CONTROL
SEAL WASHER @ AVERAGE 6" O.C. SPACING
SEAL WASHER @AVERAGE 6" O.C. SPACING
SEAL WASHER GQ AVERAGE 6' O.C. SPACING
2.
'
12
Q3
2
12
Q3
1-1/2. 18 GAUGE FURRING
4
4-
CHANNEL (PURLIN)
�2�16A.U-CHANNEL
24°.16 GA U-CHANNEL BRACE
BRACE
4
jt
FASTENED TO RAFTER WITH
�
FASTENED TO RAFTERWITH
(2) #12-14 x 3/4• SDFs AT
D
(2) #12-14 X 3/4" SDFs AT
24" 16 GA U-CHANNEL BRACE '
'w
EACH END (4 PER BRACE)
=
EACH END (4 PER BRACE)
FASTENED TO RAFTER WITH
_
w
EL(2)
#12-14 x 3/4" SDFs AT
w
�
24'. MAXIMUM RAFTER SPAN ON SINGLE RAFTER
24' MAXIMUM RAFTER SPAN�ON SINGLE RAFTER �
_
EACH END 4 PER BRACE
( )
>2a' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER -
' 1 _
.O
>24' TO 30' RAFfER SPAN REQUIRESA TRUSSED RAFTER' -
",
1
V,
LU
.
p
- - AS'SHOWN ON THIS'SHEET"
,q.
n
AS SHOWN ON THIS SHEET.
.4.
v-
24' MAXIMUM RAFTERSPAN ON SINGLE RAFTER..
>24' TO 30' RAFTER 'SPAN REQUIRES A TRUSSED RAFTER
-
- ..,
O
A
. 5SHOWN ON THIS SHEET
4
'
,. ..
F
P L
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
TYPICAL INTERIOR RAFTER/POST..' ..
FRAME SECTION = BOX EAVE - HORIZONTAL ROOF
TYPICAL. BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
NOT TO SCALE
TYPICAL'INTERIOR
C
NOTTos ALE'
-RAFTER/POST FRAME SECTION —VERTICAL ROOF
NOT TO SCALE
4-1/2" 18 GAUGE FURRING CHANNEL FASTENED
LENGTH VARIES DEPENDING ON
LENGTH VARIES DEPENDING ON
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 THANA48' O.C.
SEE
SEE
TABLE 1„
SEE
SEE
TABLE 1
SHEET
SHEET
�S�C
TABLE 1;
TABLE 1
-1'OF5
1OF5
SHEET'
SHEET
3
1OF5.
3
w
j
LENG DEPENDING
ON NUMBER
.VARIES
AND SPACING OF RAFTERS -
TYPICAL RAFTER/P.OST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX-EAVE
TYPICAL.
TYPICAL BOKEAVE RAFTER. GABLE END FRAMING PLAN
NOT TO SCALE NOT
To SCALE -
POST/RAFTER FRAMING: PLAN - VERTICAL ROOF.
NOT TO SCALE
NOT TO SCALE
SEE.
- .TABLE ]
1-1l2" 18 GAUGE FURRING CHANNEL FASTENED
OPENING FOR SWINGING , .
SHEET
FULL 6' WELD TO'EACH RAFTER WITH (2) #12-14 x 3/4" SDF
DOOR -WITH. NON-STRUCTURAL
T.
1.OF 5'
SIDES DES SPACED NOT MORETHAN 48" O.C.
HEADER
. 5'
6
4
4
.26 GA. METAL ROOF
N71"
a
.
PANEL
MAX..OPEN,ING
6.
4OR
ROLL -UP. DOOR
-
FOR
5
WITH STRUCTURAL
'.
OPBM
-5
..
- HEADER, -
..
- - ' • - ''
SWWGNGDOOR
NON. -
4-
-
'
12'MAX. OPENING.FOR
.WIrH
siwciuwu.
WELD ALL WEB
10° (TYPICAL)
ROLL -UP DOOR.WRH
HmEa
GONNECTIONS,
TS RAFTER
10
4:
.3 -
� .. 4
.6 _ 5
4: �
NONSTRUCTURAL
HEADER.
�4
�
� 1
BOTH SIDES
5
44
4
q 4
..
-q
'
..
.. ..
ROOF.PANEL ATTACHMENT
.. .OPENING FOR
WINDOW WITH
. --
NONSTRUCTURAL HEADER
TYPICAL -
ALTERNATE VERTICAL ROOF
( FOR VE . CAL . PANELS)
AND WINDOW RAIL.
TYPICAL SIDE WALL OPENINGS FRAMING PLAN .. (AisoDav NDWINDOWRAI
END WALL OPENINGS.POST/RAFTER FRAMING
��
PLAN OPTIONAL 24 -1 TO 30 TRUSSED RAFTER - BOW NotTq Scale
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
`,t111111///
NECHTOL ENS' well- INC.
605
ELAND LL` •' s� O� ,%
12
5
�jEN
Certificaw6f No i
FULL 6' WELD
BOTH SIDES
2"
.'
a5 a13
062
q.
5
2-1/4"FOR
Tn�6 B W —
24° 16 GA U-CHANNEL BRACE
2
12 6A FRAMING
lodda Uce ((/
FASTENED TO RAFTER WITH
4 '
14 GA FRAMING
•• S SASE \
(2) #12-14 x 3/4" SELF -DRILLING
P''•
SCREWS AT EACH END
5'
'
(4 PER BRACE)
WELD ALL WEB
GAUGE
CAROLI NA Cdt�
3
3
1
CONNECTIONS,
16 U-CHANNEL BRACE
!
`
4
a 4
4
BOTH SIDES
FASTENED TO THE POST AND
1 \.�
PLANS 'IN
RAFTER WITH (2) #12-14 x 3/4' SOPS
GENERIC FOR USE TI"r� $#tdt� OF FLORIDA
AT EACH END (4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE
STANDARD LEAN-TO OPTION
C 01/02/18
TYPICAL LEAN-TO OPTIONS FRAMING PLAN -(BOTH OPTIONS SHOWN)
OPTIONAL 24'-l" TO 3.0' TRUSSED
RAFTER - BOX EAVE BRACE SECTION
BECIML_ ENGINEERING
.wD7E8flNf;(na
v
ou.K " 'MKB
.uae NTS
"
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME AFTER) NOT TO SCALE
R
Not To Scale
M MalYWA. ,W UNUM s MMM ply
RR
"�"d G1$001
��
� TB
SHEET 3 OF 5
r
INS, /2" x MINIMUM 5-1/2" EXPANSION ANCHOR
THkQ.6. l BASE RAIL WITHIN 6' OF EACH RAFTER
'
INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION DRILL 5/8° HOLE THROUGH THE
2 WASFll FRS
DRILL 5/8' HOLE T`,', ,ct3H THE
2" WASHERS
POST ALONG SIDES AND WITHIN 6' OF EACH END
WALL POST ALONG END WALL SECTIONS
ANCHOR THROUGH BASE RAIL WITHIN 6' OF
BASE RAIL AND SECURE TO.
EACH RAFTER POST ALONG SIDES ANCHOR EYE WITH 11T DIAMETER
THROUGH -BOLT
TS CONTINUOUS
BASE RAIL
-
BASE RAIL AND SECURE TO
ANCHOR EYE WITH.1/2".DIAMETER
THROUGH -BOLT
TS CONTINUOUS
BASE RAIL
4"-MINIMUM 2" MINIMUM MIN: 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE
2 E
/Pr
„ .
MINIMUM 2 '1% " MBEDMENT
MINIMUM 2-1/2' EMBEDMENT
.' EYEANCHOR,,:.
5/8°:ROD 48' LONG
WITH 6° HE
OR
1 5/8" ROD 60° LONG (SEE'GROUND ANCHOR EYE ANCHOR . (SEE GROUND ANCHOR .
- -
MINIMUM 4" WITHT HELIX, SCHEDULE, SHEET 1 OF 5, 5/8 ROD W LONG SCHEDULE, SHEET 1 OF 5,
AS.APPLICABLE': FOR REQUIRED ANCHOR) WITH DBL 4: HELIX FOR APPLICABILITY)..
12'�i
MONOLITHIC'CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4' CONCRETE PAVEMENT
REINFORCED WITH '2 #Vs CONTINUOUS '
CONCRETE BASE. RAIL ANCHORAGE
CONCRETE BASE:RAIL ANCHORAGE 1B BASE: RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE
. Not ToScale {OPTIONAL. - OPEN CARPORTS ONLY - 1 C 1
NotT6 Scale NohTo Scale 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" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
ANCHOR EYE WITH :1/2"'DIAMETER 'TS CONTINUOUS BRACE ANGLE SHALL' BE MIN: 45° LONG
3NI SD Fs
THROUGH -BOLT. NO SCREWS TH (4) #1P 1
TS BOW RAFTER 6'- NIPPLE
SE ST.T
BASE RAIL TO MAX. 60° FROM HORIZONTAL WI - 4 x
REQUIRED
NIPPLE TO 3/16' IN BOW BEND 5"
RAFTER -
;o
16 GA UCHMNEIL BRACE (6- To r POST)
ER
.,
• TS RAFTER-
&1/2"
48" 16 A U HANNE RA 8 T .14 T TS RAFT POST
BRACE ANGLE SHALL BE -MIN. 450
O MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16'.
BASE RAIL
(SEE GROUND AN g RAIL 6° [" T CONTINUOUS BASE L
MINIMUM 4' SCHEDULE, SHEET 1 OF 5,,
FOR REQUIRED ANCHOR) 3
6' LONG.TS NIPPLE'
. til-
SECURE POST TO NIPPLE WITH . .
(4),#12-14 x 3/4" SDF's 3" 6" LONG TS NIPPLE
SECURE RAFTER AND POST TO
CONTINUOUS 4" . " 6' NIPPLE WITH (4) #12-14 x 314"
CONCRETE PAVEMENT. TS, RAFTER POST SELF -DRILLING FASTENERS
TS RAFTER POST '
EYE'ANCHOR ��� POST/BASE
BOX EAVE.RAFTER/POST: DETAIL BOW' RAFTER/POST DETAIL J
2A. 2B ' . Not To scale BA
CONCRETE BASE RAIL: ANCHORAGE "°tT°S "°tT°S°a'a '
1 E Not To Scale '(OPEN CARPORTS WHERE'SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM.EDGE DISTANCE SHOWN IN DETAILIB)
TS POST
TS:T.RUSSED RAFTER. CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2"x2°x2" 16 GA ANGLE CLIP -
SECURE TO POST (EACH SIDE)
TS BASENVINDOW RAIL OR ' AND RAFTER CHORD/RAIL WITH
H
NON-STRUCTURAL HEADER (4) #12-14 x 3/4' SDFs, (2) ON
TOROR 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
2" x 2' x 2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF. " BECHTOL NCB INC.
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW 805 WEST NEl1I 9VE FN E ' •, i
RAILJGIRT WITH (4) #12-14 x 3/4' SDFs DEI A, , FCgg�RII
(2) ON TOP OR BOTTOM, (2) ON,.
CepfBcat� tlon No. 54t'J2 ' 8
1-1/2. x'1-1/2" z 2" 16 GA CLIP TS NON-STRUCTURAL omen Baeht �. Lu
-
ANGLE SECURE TO HEADER Florida LIodSo j 34Si8
POST AND, BASE RAIL,
WITH.(4) #12-14 x 3/4" SDFs.
(2) ON TOP, (2) ON SIDE �0, ••., FLOFZ \.
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION) �// / I I 1 11
Ts CONTINUOUS BASE RAIL NON—STRUCTURAL HEADER, 'WINDOW CAROLINA CARPORTS, INC.
5 END POSTBASE RAIL CONN. i RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE'OF FLORIDA
Not To Scale Not To Scale 't ° _ ° 01/62118
BECHTOL_ENGINEERING MKB ' NTS
caa�toio MUMHt+iru, WRMilb4A. AND WmNaS'MM 004MG
. RR 'AO11d G18001
d�r�wmt�iaammm TB SHEET 4 OF 5 -
NIPPLE TO .3/16"
DBL. HDR.
TS RAFTER POST
'S NIPPLE
ACH WITH (4) #12-14 x 3/4°
LING FASTENERS
O°
6' LONG TS NIPPLE
2°x2°x2' 16 GA ANGLE CLIP
SECURE EACH WITH
"LONG TS NIPPLE
TS POST
SECURE TO POST AND
(4) #12-14 x 3/4°
1/g= SECURE WITH (4) #1244 x 3/4'
RAFTER WITH (4)'#12-14 x.3M"
SELF -DRILLING FASTENERS
r7 SELF -DRILLING FASTENERS
i
SDFs, (2) ON BOTTOM,
o
JSELF
(2) ON SIDE
.01
OR2"x4'16GAPLATE
rTS BASE RAIL
i i'i.
SECURE TO EACH SIDE.OF
OUBCE TS HEADER
TS END POST POST/RAFTER CONNECTION
WITH.(4) #12-14 x 3-14° SDFs, .
�� ��
(2)'ON POST, (2) ON RAFTER
TS POST
3/16' NIPPLE TO.
DBL HDR
3/16" NIPPLE TO
BASE RAIL
RAFTER PT/BASE,
END POST/RAFTER CONN: DETAIL RAFTER POST/DBL.: HEADER DETAIL. RAFTER POST/HEADER' DETAIL BASE RAILON ECTION .DETAIL
% Not To Scale
8 Not To Scale 9 . Not To Scale Not To Scale
1'-1/2" x 1=1/2' x 2° 16 GA CLIP ANGLE
SECURE TORAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SDPs, TS RAFTER POST
T -
TOP AND BOTTOM..
NIPPLE TO. 3/16' 6" LONG TS NIPPLE' .
RAFTER SECURE WITH 4 O
412 14 x 3/4" SDPs 4' 18. GA PLATE
- _ 2"x (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
1-1/2' z 1-1/2° x 2" 16 GA CLIP )
TS RAFTER 12" LONG TS, NIPPLE.
SEC
URE POST TO NIPPLE
ANGLE SECURE TO RAFTER
'
TH (4) #12-.14. x 3/4" SDFs;
WITH (4 #12 14 x 3/4' SDFs, (2)I OIV POST (2) ON RAFTER
AND GABLE RAIL WITH (4) 1-1/2°.x 1-172" x 2° 16 GA CLIP ANGLE '
` yTS LEAN-TO RAFTER
#12=14 x 3/4", SDFs, (2) ON TOP, SECURE TO RAFTER ADD SABLE _ o
1-1/2° x 1-1/2' x 2" 16 GA (2) ON BOTTOM -
CLIPANGLE,SECURETO rl RAIL LJ WITH 4 #1214x DFs,
(2) ON -TOP (P) ON BOTTOM
RAFTER POST AND GABLE. ° =
RAIL WITH (4) #12-14 x 3/4" SDFs '
(2) ON TOP, (2) ON SIDE TS GABLE RAIL °
2°x2'x2' 16 GA ANGLE CLIP
24' 16 GA U-CHANNEL BRACE (5' TO.T POST) SECURE TO POST AND
TS RAFTER POST 6° LONG TS NIPPLE 48' 16 GA U-CHANNEL BRACE (8' TO 1,V POST) RAFTER WITH:(4) #12-14 z 3L4'
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; (2) ON RAFTER,
SELF DRILLING O N
FASTENERS TS RAFTER POST2 O POST
GABLE RAIL TO. RAFTER. POST TS RAFTER
42T
ECTION DETAIL . SIDE -EXTENSION _
11A GABLE RAIL TO:RAFTER POST 13 POST / LEAN—TO RAFTER.CONN. DETAIL
RAFT Not To Scale'
CONNECTION'DETAIL 2 : N�tTos�e� E
1
Not To Scale
TS POST rr `\\ BEC
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BECHTOL Ql AND TES71 G, INC.
#12-14 x 3/4"- SDF TS NON-STRUCTURAL . E
@ 12" O.C. HEADER 538
' DELAND,FL
Certificate of on No.
---- ----- — — #12-14x3/4°SDF
17. CURTAIN 18 GA: � rr-------------- I I Q 12° O.C.' Thomas a &P. r P(Eor
ROLL —UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
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EXTERIOR
Florida Lice
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CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
0142118
AUBECHTOL ENGINEERING _ K13 ' ' NTS
AND TESTING, Ina
RR 'Pa"n G18001
CAlLSNt7970 tEvmoMR'iu. WVNo114ENrAL AND I/W MALS TMM FNGM.M
"1101@ TB SHEET 5, OF 5