HomeMy WebLinkAboutCarport Installation PlansFBC APPROVED PRODUCE \,)LIST
MAXIMUM
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
ALLOWABLE
No. & DATE
WIND SPEED
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL20717._1,
180
26 Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL20727:1
180
26 Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD FLAPS, LLC
FL17381.1
NA
616 Flood Flap
11/12/15
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3
139
Series 402-14 _
09/07/15
EXTERIOR DOORS
SWINGING
ELIXIR. DOOR AND METAL COMPANY
FL17996.5
176
Series 407
09/07/15
-EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
160.
Model 203:
05/31/15
WINDOWS
SINGLE HUNG'
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2
139
Model 100 VS'
01/061.16
WINDOWS
SINGLE HUNG.
MI WINDOWS AND DOORS
FL17499A
180
Model 185 SH ' ..
08/05/16 ..
TABLE.1! .
RAFTER FRAME,, END POST, GROUND ANCHOR AND PANEL FASTENER. SPA CING:SPECIFICATIONS .
-
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS "OR
AND POSTS OR GIRTS
MAXIMUMPURLINS;
(INCHES)
WIND
ULTIMATE
NOMINAL
POST / RAFTER
INTERIOR.
END" "
RISK
EXPOSURE
WIND SPEED
WIND- SPEED
SPACING
CATEGORY
CATEGORY,
(MPH)
(MPH)-
(FEET)
"
PASTS/RAFTERS
POSTS/RAFTERS
6.
Cam,
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING, AND FASTENER SPECIFICATIONS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
-REQUIRED BY FIELD INSPECTORS THAT
FOR CONSTRUCTION IN. THE
MAY BE NECESSARY.IN ORDER TO '
STATE OF FLORIDA
COMPLY WITH ALL APPLICABLE CODES.
PREPARED FOR:
CAROLINA CARPORTS; INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
CONCEALED. FASTENERS OR ATTACHMENTS_
PREPAREDBY.-
BECHTOL ENGINEERING AND TESTING, INC.
ARE THE RESPONSIBILITY'OF THE
605 WEST NEW PORK AVENUE
CONTRACTOR. OF RECORD
oEAND, FLORIDA 32720
Certificate of Authorization No. 00005492
151 TO 180 117 TO 139 -4.0 6 6
DETAIL8.1 C AND 1"D SHOWN ON SHEET 4 OF 5.
NOTES:. 1. Specifications applicable to gauge metal roof and wall panels fastened directly to 12 or.14 gauge steel tube framing, or 18 gauge hat
channel roof purlins.
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.yary.
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 LIMITED TO PLUMBING,
ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS:
2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT
SPECIFICALLY ADDRESSED HEREIN WHICH EXERT 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
PROVIDED AND, INSTALLED BY CAROLINA CARPOETS, INC. 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 LOADS OF NON -APPROVED COMPONENTS:.
3. ALL STEEL TUBING SHALL BE 50 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 WASHER @ 6" O:C. AVERAGE.
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 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .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 EVERYPOST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR
cbNCRETE 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.
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 GABLE ENDS.
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 FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1
OF THE FBC FE 2014 - BUILDING.
11. 14 GA FRAMING IS 2-1/2" x 2-1/2' TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-114" 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:
GROUND. ANCHOR SCHEDULE .. .
ULTIMATE WIND SPEED:(mph)
110...1w •' 140 .150 1.60 170 : 1.8D
12
w
14-
30". Anchor
,a��i
Detaif�D
Ix..1:8
48"Anchor
Detail-1C
ft-28.
60" Anchor
Detail 1 C-
7 // -d 34!00
ST. LUCIE' COUNTY ELiI-DE =' nwln '
REVIEWED FOR C LIA E
REVIEWE
DATE"
PLANS ArD PERMIT �NST BE IaPT ON JOB
. T INSPECTION WILL BE MADE.
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'
FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE..
-r41flAAA/
605 WEST NEW YORK NE • � .4;
i
DpJWD FLORI " �Lo 2N
CertlBcate of n Ilo
y.
Thomas •9j, : O
FbMa uco.rw N
Ffle
/lllllll\
CAROLINA CARPORT$, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
0 °p .8/30/17
HECHTOL. ENGINEEMNG w" RR_ NTS " .
CW MT6 G MMMWO U. a R04biru. M MMALs MMus DO
c � TB "�"n G'17001
o.rrmwma,� ao®eam . AP ' TB SHEET 1 OF 5'
'BOW FRAME RAFTER'(? ,°EN CARPORT - HORIZONTAL ROO'.
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
.rOW FRAME RAFTER UTILITY BUII-
- q,;.IG - HORIZONTAL ROOF
ROLL UP DOOR SWINGING DOOR
ROLL -UP DOORSWINGING DOOR
(As applicable) (As applicable}
(As applicable) (As appliicable)
c
e
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICALSIDE 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 ENCLOSE®•BLDG - HORIZONTAL ROOF
BOX EAVE FRAME RAFTER UTILITY B.LDG - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
.. ROLL -UP DOOR SWINGING DOOR
(As applicable). :(As applicable)
(As applicable)
(As applicable)
ENC O ED NGTH 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. VERTICAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG VERTICAL ROOF
i4djMA �F_RA111E Rti4FTER'�TIL;ITY B1 DG ROOF.��
_VERTIC�4L
ROLL -UP DOOR SWINGING DOOR
ROLL=UP DOOR SWINGING DOOR
NMI
I
Imm
(As applicable) (AS applicable)-
(As
(As applicable) .applicable) .
ENCLOSED ENG ARIES
� a�i
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL:SIDE ELEVATION. TYPICAL END.ELEVATION
TYPICAIZ 12 TION
�=JTYPICAL
END ELEVATION`
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
_ - �e�r�rrn�enei c __r^ __-- � _1: — _.---%�=Nl1T=Tn _Sf.AI'�"�
DELAND, FLORID _•'',
Cef ficats of . No
a
-fto
i
l _
mas Badttol,
Florida Lloense No. `
d ,`a •`
ep
-20
CAROLINA CARP6R1
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 8/30/17
NOT TO SCALE NOT TO SCALE NOT TO SCALE BECIMOL ENGINEEJUNG RR WAM NTS
RAND TIt MN4 Eta
eofStiunlo cmiaaW�u. Wvu�o UMMI., Mm Wm+ws TWM ENWMM
TB G17001
°iWmft°N.0X0= TB SHEET 2OF5
4
, r-26
28 GA. GALVANIZED METAL ROOF PA� ASTENED
26 GA: GALVANL _ . ETAL ROOF PANELS FASTENED
GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4° SDFs WITH CONTROL
TO RAFTERS WITH #12-'14 x 3/4' SDPs WITH CONTROL
TO PURLINS WITH #12-14 x 3/4° SDFs :..,.. JONTROL
SEAL WASHER @AVERAGE 6° O.C. SPACING
SEAL WASHER Q AVERAGE 6° O.C. SPACING
SEAL WASHER Q AVERAGE 6' O.C. SPACING
2
12. .
Q3
z
12
- -
1-1/2°18 GAUGE FURRING:. 11 ..
4
4
CHANNEL e
2 ✓
16 GA U-CHANNEL'BRACE
24° 16 GA U-CHANNEL BRACE
�=
TENED TO RAFTER WITH
'
7SPAN
FASTENED,TO RAFTER WITH
�!
l
_
12-14 x 3/4 SDFs AT
(2) #12-14. x 3/4" SDF's AT
�24 16 GA U CHANNEL�BRACEI
w
H END (4 PER BRACE).
_
EACH END (4 PER BRACE
(. )_)#12140
S
_� �,
SEE
w
J
3/04 SDFsA ��r
'�
TABLE 1
SHEET
0
e
RAFTER -SPAN SINGLE RAFTER
>24' REQUIRES A TRUSSED RAFTER
a
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
.24' 70 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
C)
BEACH END 4 PER B _
- ( RACE -
"~ - ,- -_ �-
-
1 OF 5
-
pN
ONTF115 SHEET"
..
4
Q
:
AS SHOWN ON T}IIS SHEET'
..
.q
24' MAXIMUM RAFf£R 5P'AN ON S RALEI FTER
NG
-
. -
..
�.
-`t-
-
>24' TO, 30' RAFTER SPAN RECUR2ES A TRUSSED RAFTER. —z
' AS SHEET
_
_ - -
y
:.
�.
p
SHOWNON THIS
TYPICAL
F
TYPICAL
INTERIOR RAFTER/POST
INTERIOR RAFTER/POST FRAME SECTION-' BOW FRAME
FRAME SECTION = BOX EAVE.- HORIZONTAL ROOF
= = :G TYPICAL BOW RAFTER GABLE END FRAMING PLAN.
NOT TO SCALE
NOT TO SCALE
t �TAY,PXAL INTERIOR - NOT TO SCALE
-- R� ' - -
FTER/PO�JT FRAME'SECTION VERTIC =R00
'11
TYPICAL RA
NOT TO SCALE
NO'TVSCAL•EO_W_- ik•- J - s— - -
LENGTH VARIES DEPENDING ON "' LENGTH VARIES DEPENDING ON -DRILLING
1-1/2° 18 GAUGE FURRING CHANNEL FASTENED
T.O EACH RAFTER WITH (2)#12-14 x.3/4° SELF
NUMBER AND BRACING OF RAFTERS NUMBER AND SPACING OF RAFTERS'
FASTENER •SPACED NOT MORE THAN 48' O C.
SEE ..
TABLE 7
'SHEET
1OF5.
.. 12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
10- (TYPICAL)
AN BOW FRAME
SEE
TABLE 1
SHEET
.'10F5
. 4' - ..
TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE
—OPENING FOR SWINGING
DOOR WITH NONSTRUCTURAL
HEADER
OPENING FOR WINDOW WffH
_ .NONSTRUCTURALHE)=
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WIN End RAIL
NOT TO SCALE'
24° 16 GA U-CHANNEL BRACE '
FASTENED TO RAFTER 1NITH
(2) #12-14 x 3/4° SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
SEE ,.
TABLE 1
SHEET
3 1OF5
4
LENG VARIES DEPENDING ON NUMBER .
AND SPACINGOF RAFTERS
TYPICAL
POST/RAFTER FRAMING'PLAN - VERTICAL ROOF -
NOT TO -SCALE.
SEE
TABLE 1
SHEET
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE -
6"
WELD ALL WEB
CONNECTIONS,
BOTH SIDES ,
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT -TO. SCALE.
1-1/2°18 GAUGE FURRING CHANNEL FASTENED
FULL 6' WELD TO EACH: RAFTER.V✓ITH (2) #12-14 x 3/4" SDF
BOTH SIDES' SPACED NOT MORE THAN 48° O.C.
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT -TO SCALE '
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24"A" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE(BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE
2A/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 3/4° SOPS
AT EACH END (4 PER BRACE) —
BRACE SECTION
Not To Scale
SECHTOL,E C-hINGESTI
605 WEST NEW YO �(ENUE • ; �•
, FLORID_A �20:
�i
fliomea •� ' {It
Florida Llcens®No.
CAROLINA CARPORTS, Sy ILA C6
GENERIC PLANS FOR USE IN THE STATE OF FLORIPA
8/30/17
vBECHTiOL EMOINEEWNG RR ' NTS
AND 7F.871NG /nt
TB. eOLd G17001
eameatdNo 4mn�ortur+u. WiMI41MIk AW Wmnus �myo D - -
APPWW'� TB SHEET 3 OF 5
I
INSTALL 1/7 x MINIMUM 51/2' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
RAFTER POST ALONG SIDES OR INSIDE EVERY
OTHER END WALLPOST ALONG END WALL SECTIONS
MINIMUM 2-1/4' EMBEDMENT
- .GROUNDSURFACE
Ste- '`, _ • \� //`t�%\\\/�\i�\ .��
MONOLITHIC CONIC. FOOTING (400 PSI MIN.)
REINFORCED WITH (2) t15s CONTINUOUS'
(SEE NOTE 6; SHEET 1 OF 5)'
��AkRl-
NMF ST WONO SLA `B BASE'`RRIL _�,1NCHORA'GP -
t . — .: -
DRILL
5/8' HOLE THROUGH THE 2' WASHERS
. 'BASE RAIL AND SECURE TO
ANCHOR EYE WITH.I& DIAMETER TS CONTINUOUS
THROUGH -BOLT. BASE RAIL
I
(SEE GROUND ANCHOR
MINIMUM 4" : SCHEDULE, SHEET 1 OF5,
FOR;REQUIRED ANCHOR)
. ZCONTIM.UOU84"
CONCRETE PAVEMENT
*
EYE ANCHOR
CONCRETE BASE RAIL ANCHORAGE.
1 Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET'MIN
'mum EDGE DISTANCE SHOWN IN DETAIL 113)
TS TRUSSED RAFTER CHORD,,,
�S R NONTRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2"x2"x2° 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASE/WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH
NONSTRUCTURAL HEADER (4) #12-14 x 3/4" SDPS, (2)1014
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
NON-STRUCTURAL HEADER CONN. DETAIL
/ Not To Scale
INSTALL 1/2' x MINIMUM 5 1/2' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE \
THROUGH BASE RAIL WITHIN W OF EACH ? WA9 max=^ DRILL HOLE D SECUR THE
RAFTER POST ALONG SIDES BASE RAIL AND SECURE TO BASE AND SECURE TO
ANCHOR EYE WITH 1%2' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/Z DIAMETER
THROUGH -BOLT BASE'RAIL THROUGH -BOLT'
MIN. 6' TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE
'2" WASHERS
/- TS :CONTINUOUS
/ BASE RAIL
MINIMUM 2-112- EMBEDMENT
\ . . .1 . . -
EYE ANCHOR,
C .: 5/8' ROD 48" LONG
WITH 6° HELD(
OR
5/8' ROD 60' LONG (SEE GROUND ANCHOR. EYE ANCHOR (SEE GROUND ANCHOR
MINIMUM 4' WITH r HELDI, SCHEDULE, SHEET 1 OF 5• SM' ROD_30' LONG SCHEDULE, SHEET 1' OF 5,
AS APPLICABLE': FOR REQUIRED ANCHOR) WITH DBL 4 HELDC' F.OR APPLICABILITY)
CONTINUOUS 4' CONCRETE PAVEMENT ET
BASE RAIL ANCHORAGE.
S-`��ECON�?CRETE roPnoruL,oPENcARPoRTsoNIY) 1�CA SE:I�AIL DEEP ANCHORAGETo Seale ` . Not To Scale
24- 16 GA U-CHANNEL BRACE (5 TO T POST)
48' 16 GA;U-CHANNEL BRACE (VTO 14' POST)
:. .
TS BOW RAFTER
BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60° FROM HOAl2ONTAL.
NO SCREWS
REQUIRED
NIPPLE TO 3/16'
IN BOW BEND
5'
RAFTER:
°
,-
4' 16 GA U-CHANNEL BRACE (6 TOT POST) -
TS RAFTER
48"' 16. GA U-CHANNEL BRACE (8' TO-14 POST)
9-1/2"
BRACE ANGLESHALL BE MIN. 45'
TO MAX.:60° FROM HORIZONTAL NIPPLE TO .
BASE.RAIL
6'.LONG TS.NIPPLE
6"
°
3..
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/44 SOPS
36' LONG TS NIPPLE
SECURE RAFTER AND POST TO
°
NIPPLE WITH (4) #12-14'x 3/4''
TS RAFTER POST
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDFs
TS RAFTER POST
i
° TS CONTINUOUS'BASE RAIL
TS RAFTER POST SELF.DRILLING FASTENERS
BOXEVATRPODAIL BWRTROSDAL POST/BASE BASEA.CONN. DETAIL
NotTo'Scale
.
TS RAFTER POST
-1-1/2" x 1-1/2" x2" 16 GA CLIP
ANGLE SECURE TO
POST AND'BME RAIL
WITH (4) #12-14 x 3W SDFs,
(2) ONTOP, (2) ON SIDE
V-TS CONTINUOUS BASE RAIL
-`'��ND POST/BASE BAIL CONN.
Not To Scale
TS POST
2' x 2" x 2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP.OF
HEADER, OR BOTTOM OF.WINDOW
RAIL/GIRT-WITH (4) #12-14 z 3/4" SDFs
(2)_ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL
HEADER
VOW
6DS.WEST NEW YNORiQtL®UI��a /�N® T�OTIFIIG, ,
DELAND. FLORIDA. 3EiZOn v�� m '
Certificate of ri492
Floritle lfceD$e o.E'. Y .•."/�'q '�
TS-WINDOW RAIL (OR GIRT r Ulu 14— lu f '
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW CAR®LItVA CARPORTS, INC.
��� RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
V Not To Scale -
.®a ure .8/30/17
ABECHTOL ENGINEERING °'"'� RR ' NTS
MU 1 mllt� 6,e '
caNsa ero c9ormearu DamoHUcNw: ma w o us mina Dalmom o� �`w G 17001
o.rra inmomm ""'O1'� TB SHEET 4 OF 5
/ I
i
NIPPLE TO 3/16"
DBL. HDR.
AFTER POST
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
O°
6" LONG TS NIPPLE
16 GA ANGLE.CLIP
SECURE EACH WITH
NG :TS NIPPLE2"x2°z2"
TS POST
SECURETO:POST.AND
(4) #12-14 x 3/4°
RE WITH (4) #12-14 x 3/4'
RAFTER.WITH'(4) #12-14 x3/4"
SELF -DRILLING FASTENERS=DRILLING
FASTENERS
SDP's,_(2) ONBOTTOM,2)
*3/16'
ON SIDE
OR.
16 GA PLATE
iTS
r
r2x4'
BASE RAIL
SECURETO EACH SIDE OF
o i
o .'
LE TS HEADERo0
TS END POST
POSTIRAFTER CONNECTIONWITH
(4) #12-14 x.3/4"SDFs,.
_7u(2)
ON POST, (2) ON RAFTER..
TS POST
NIPPLE TO
DBL. HDR:
3/16° NIPPLE TO
BASE RAIL
RAFTER.PSTIBASE
END POST/RAFTER CONN.- DETAIL
7 .
RA FT �ER POST/DBL. HEADER DETAIL '
EADER DETAIL
RAFTER'P.OST/H,.
BASE RAILCONNECTIONDETAIL
Not To Scale
Not To Sca)e,
.
9 Not To Scale
1 Not To Scale '
1-1/2' x 1-1I2"x 2° 16 GA CLIP'ANGLE
SECURE TO RAFTER.POST AND
GABLE RAIL.WITH (4) #12=14: x 3/4' SDFs, NIPPLE 1
TOP AND BOTTOM
-RAFTER
TS RAFTER 12" LONG TS NIPPLE..
�
SECURE POST TO NIPPLE
1_ 1/2° x' 1=1%2 x 2" 16 GA CLIP WITH (4) #12=14 x 3/4° SDF's,
AND• GABLE RAIL WITH (4)
ANGLE SECURE TO RAFTER 1-1/2" x1-1/2' x 2' 16.GA CLIP ANGLE
.. .
#12-14 x 3/4' SDFSECURE T0RAFTS
s,.(2) ON TOP, R AND GABLE -.
1-1/2'x 1-1/7 x 2" 16 GA (2) ON BOTTOM RAIL WITH (4)#12-14 x 314" SDFs',
CLIP ANGLE SECURE TO .. (2) ON TOP, (2) ON BOTTOM
RAFTER POST AND GABLE
RAIL WITH (4) #12=14 x 3/4" SDP's
(2) ON TOP. , (2). ON SIDE TS GABLE RAIL
24" 16.GA U-CHANNEL BRACE (5 TO T 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 BRACE ANGLE SHALL BE. MIN. 45'
TO NIPPLE WITH 4 #12- 14 3/4" TO MAX 60° FROM HORIZONTAL
6' LONG TS NIPPLE
SECURE WITH (4) #12-14 x 3/4" SDP's
O x —
SELF -DRILLING FASTENERS TS RAFTER POST
GABLE RAIL TO RAFTER POST TS RAFTER. POST
CONNECTION DETAIL SIDE EXTENSION
r ~ Not To Scale
GABLE RAIL. TO -RAFTER POST RAFTLR/POST ®ETAIL.
CONNECTION DETAIL 12 NotTuSca�e
ROLL -UP DOOR GUIDE TO POST
CON
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy pdmer.& polyester top coat.
II I
II
II 1
I I SWINGING DOOR I 1 INTERIOR
(Siie varies, see plan)
A
031
SECTION
Not To Scale
#12-14 x 3/4' SDF
@ 12- O.C.
TS RAFTER POST
2"x4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" ;SDP's,
(2) ON POST, (2) ON RAFTER
__�TS,LEAN-TO RAFTER
.... .... ........... .......... q
2•x2°x2' .16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 347.
SDF's, (2) ON RAFTER,
.(2) ON POST'
13 POST / LEAN-TO RAFTER-CONN. DETAIL
J Not To Scale
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Certificate of _
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CAROLINA CARPORT' , INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
`� °"e 8/30/17
BEtrHTOL ENGINEERING RR NTS -
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