HomeMy WebLinkAboutGENERIC PLAN CARPORTMAXIMUM ALLOWABLE.
TABLE 1
FBC APPROVED. PRODUCTS LIST:
RAFTER FRAME, END POST; GROUND ANCHOR"AND PANEL FASTENER SPACING SPECIFICATIONS
WIND.SPEEDQA
.
AVERAGE FASTENER SPACING
PRODUCT CATEGORY
SUB CATEGORY
IIAANU"FACTURER
PPRWAL :
EXPIRATION'
PARTIALLY
�N R
LPO G S OR
No. &• DATE
ATMAXIMUM
. OPEN-
C
ENCLOSED
NCLO
.E $ED
Pu RLINS, AND GIIR SFTERS
"
".
.STRUCTURAL COMPONENTS
: ROOF DECK"
CAROLINA CARPORTS, INC.: ,'
FL6596.1-R6
'
04/05/27.' .
180
180.:
180.'
D,
ULTIMATE
POSP/GINGER
" 26' Gauge AG Panel
.
12/15)20
RISK
.-WIN.
EXP URE
IN PEE D
D E
WIND ELD
A
- NTER" R ..
I I O
E ND
STRUCTURAL COMPONENTS
STRUCTURAL WALL..
CAROLINA CARPORTS, INC.
FL67b2A-R6
631.14/27
18.0
._ 180
180
CATEGORY
'CATEGORY
(MPH) ."
(MPH):
(FEET). ;POSTS/RAFTERS
POSTS/RAFTERS
"
a
26-GaugeAG Panel,
12/15/20_
..
11.0 TO 150
89 TO 116
5.0
6
6
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINACAR PORTS, INC.
FL6702.3-R6
"
03/14l27
N/A
164
143
f
C
"
-
26 Gauge Dutch Lap Wall Panel
"12/15/20 •'. _
151 TO 180
117 TO 1,39
4.0
6
6
STRUCTURAL COMPONENTS
FLOOD VENT
CRAWL SPACE DOOR SYSTEMS, INC. .".
FL29622.1-R1_
.09/30/22
N/A
N/A
NOTES: 1, Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or14 gauge steel tube framing; or18
16x8;Flood Vent " '
2!
A 28/21
gauge hat channel roof purlins:' .
139
to
2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7° 27° (1:5:12 to 6:12 pitch). Spacing
EXTERIOR DOORS
SWINGING
:ELIXIR DOOR AND:METAL COMPANY
FL17996.3 R2
- -
08/26/25 -
N/A :
•
139
:requirements for other roof heights and/or:slopes
may vary.
Series 402-14 .
02/ 28l21
'174
• :GROUND ANCHOR' SCHEDULE-
EXTERIOR'DOORS'. "." .
SWINGING :
-.ELIXIR DOOR AND METAC COMPANY . .
FL17996.5-R2
08/T.12, . -
N/A
155 -
ULTIMATE WINO! SPEED'�fllpil�: -
MET AL CARPORT-INSTA�,LATION PLANS. .'
Series 407 :.
02/28/21
160
.. �
1.10.:120 -130 : 140 :150 160.
170. ' 180
' AND "DETAILS"AND FRAMING AND
-EXTERIOR DOORS'
ROLL -UP- •
ASTAINDUSTRIES INC::.'
-
F�8tit3s.1 R6
12/31/21
N/A.
-174-
12.
'FASTENER SPECIFICATIONS.
e. WI Mod 1�263 (12' Max Width)', .
02/09/21
9
14"FOR
CONSTRUCTION IN THE STATE OF FLORIDA
EXTERIOR DOORS "
ROLL UP
CAROLINA CARPORTS, INC:
FL168061 R5-:
• .-
64/05/27
N/ A
I
154Steel
IP7
Roll U Sheet -Door 12' Max. Width)
12/16/20
a�ii�
PARED FOR'
PREEXTERIOR
DOORS
ROLL -UP
CAROLINACARPORTS, INC."
.6806.2 R 5
04/05/27
N!A
1s0
M"1CAROLINA"CARPORTS,
$el
INC.
R Up Sheet Door : (8' Max. Width)
oll- I
12 /1 s/2o
-Ste
20
hor"
P.O. BOX 1263
. .
?�
Detail
ON NORTH CAROL NA 27017
EXTERIOR DOORS ;
ROLL -UP
CAROLINA CARPORTS, INC.
FL16806,3-R5 _
04/05/27
NIA
133.
z
'
"
Steel Roll -Up Sheet Door-{16' Max: Width)::
12/16/20 ,'
o
`24
6Y1-
EXTERIOR.DOORS
ROLL. -UP
..
CAROLINA CARPORTS, INC; ".
FLlseos.4=R5
04/O5/27
N/A
i 160
172
�
-
m
. 26
( `'_
.PREPARED ."
BECHTOL ENGINEERING AND TESTING, INC.
.
Steel Roll U Sh (10' M x. Width)
e P eet Door - a
:12/16/20.
2$
€
[ 60°Anchor
605.WEST NEW YORK-AVENUE
5
i I. Detail 1C"
" DE ND-FL:ORIDA 32720
WINDOWS
SINGLE HUNG..
MI WINDOWS AND.DOORS
FL17499.1-R8
10/17l23
N/A
157
30'
s ,� _.
Certifcaate o..Autho6iation No. 00005492
Model 185SH
"
11/ 7/20 "
2
�
DETAILS 1 C AND 1 D SHOWN
ON SHEET
4 OF 6
NOTES:
1..DOORS.AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES."AND/OR.MODELS. PROVIDED THE FOLLOWING CONDITIONS.ARE MET:
SHALL. A.VALID.FBC
^'
A, PRODUCT HAVE PRODUCTAPPROVAL.
B. COMP.ONENTSARE'INSTALLEp ACCORDING TO MANUFACTURER'S INSTALLATION,REQURIEMENTS. ' ' MAXIMUM POSTSPACING FOR DUTCH LAP IS'4 0''y
'J
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
�,a -' ; " • + j ,
. ' �
- SU:BSTITUTED PRODUCT. ..
ti.
F!
GENERAL NOTES:
AND BASE DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO-
1
1 THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND.FORCE.RESISTING SYSTEM, COMPONENTS AND CLADDING, RAIL:ANCHORAGE. OTHER
THIS IS CERTIFY THAT THE CA'L'U A710NISAND
k
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET-BACKS,.FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL.ZO.NING-REQUIREMEN.TS ARE THE RESPONSIBILITY OF OTHERS.
SPECIFICATIONS HEREIN HAVE BEEN PREPARED B�•Tt
-
UNDERSIGNED PROFESSIONALENGINEER AND ARE IN
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.
ACCORDANCE WITH THE REQUIREMENTS'OF SECTION 1609 OF,
2, T SPECIFICALLY ADDRESSED HEREIN INCLUDING. DOORS, WINDOWS; OR OTHER COMPONENTS -NOT LISTED:IN THE FBC.. PRODUCTS•LIST (THIS SHEET),"AND NOT PROVIpED AND.INSTALLED"BYCAROLINA CARPORTS,-
NO
THE FLORIDA BUILDING CODE, SEVENTH EDITION"(2020):
INC"., WNICH 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.DUE TO THE '
APPLICATION: OFADDITIONAL LOADS.,
D TEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED.
3. ALL STEEL TUBING SHALL' BE 50 KSI GALVANIZE S
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BYTHE FLORIDA BUILDING CODE (FBC)AT THE
LOCATION OF THE BUILDING:WITHINTHE STATE, OF FLORIDA -
��� f, la PEA-
...
5• ALL FIELD FRAMING CONNECTIONS SHALL BE #12714 x 5/4" SELF DRILLING SCREWS WIT HOUT'CONTROL SEAL WASHER. ALL' SHOP FRAMING CONNECTIONS SHALL BE WELDED.
i
.
BECHTO�`�ENGII�t•EERING A ESTING, f151Cc
-
g, CONGRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 'CONCRETE SLAB. FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 :4XW1 .4
605WEST NEW.YOIjKAV E. 0753
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
DELA ND, F[�RIDA 32720
7. BASE.RAIL GROUND ANCHOR REQUIREMENTS: 'ONE WITHIN"6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL ISABSENT GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET). FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
8. CONCRETE ANCHORS SHALL BE TAPCON. REDHEAD LDT 1/2" x 5" OR.EQUIVALENT OR WEJ-ITANKR-TITE MODELAT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
STATEOF
®� /`•LORIDP' ,•'
`�.`
g; POST/RAFTER BRACING:' BRACE ON EVERY. POST/RAFTER CONNECTION,. EXCEPT FOR, END WALLS.
v/" *
10. SLAB FOUNDATION SUBGRADE SOILS:SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1-OF THE FBC
�!"/ 11)�"
. INC.SEVENTH
CAR®LIB►. CARPORTS,N
EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
GENERIC PLANS FOR USE- IN -THE STATE OF FLORIDA
11. 14 GA FRAMING:. x 2-1/2" TUBE'STEEL (TS) WITH 2-1/4" x 2-1/4" TS .NIPPLES.'
12 GA FRAMING: 2-114" x 2-1/4" TS WITH 2" x 2" TS NIPPLES.
. -
NEl°
UATE 06104/2021
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
S�C1001. ENG/NEER/NG
A STING n
°"" " mkb
.
of NTS
. .
OPENINGS SET WITHIN 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) FLOOD VENT PER
execNEG tb
"°' G21o1)1.
.1-FOOT
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
DONBULTING GEOTEGNNIGAL. ENVIRONMENTAL. AND N TERIaLB TEBf°q ENGWEERG
DeM "mAewRm�No cows n
"°°ROe� TB
SHEET 1 OF 6 .
i S ATE OF
ORION.
CARft�. CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE:OF.FLORIDA
FIE6 l '°"Te: 06104/2021
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END. ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION B�CHTOC ENG/NEERjNG rnkb NTS
NOT TO SCALE NOT TO SCALE NOT TO SCALE AND TESTING Inc.
ELNEO tb ° "G' G21007.
CONSULTING GEOTEOHNIC"L, ENVIRONNEM" . - N"TENULLS IESTWO ENOMEEFS
amr�Nmnwlv.zeem w.aovsam TB SHEET 2OF.6
26 GA. GALVANIZED METAL ROOF PANELS
26 GA., GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL ROOF PANELS
UFACTU
FASTENED TO PURLINS-PER MAN RER'S
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO RAFTERS PER MANUFACTURER'S
'
.
INSTALLATION
INSTALLATION INSTRUCTIONS
'
NST ION INSTRUCTIONS
ALLAT
12
11 '
12 .. ,
2
�3
18 GAUGE FURRING
2SG
1 1/2"
CHANNEL
CHANN
5
:�3
a
z
24" 16 GA U-CHANNEL BRACE
24" 16 GA U-CHANNEL BRACE
a
FASTENED TO RAFTER WITH
FASTENED TO RAFTER.WIT H
(2) #12-14 x 3/4" SDF'S AC ,
(2) #12-14 z 3/4" SDF's AT '
_
24" 16 GA U-CHANNEL BRACE
SEE
9
EACH'END (4 PER BRACE)
�
W
x
� EACH END (4 PER BRACE)
FASTENED To. .
I
—
_
W
w
2 #12-14 x 3/4" SDF's AT ..
( )
SHEET
_
24',MAXIMUM.RAFTER SPAN ON SINGLE'RAFTER :
-�
.- 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
_
CD
EACH END (4 PER'B 'BRACE ;'
,.
- ,
1 OF 6
'O
>24' T0.30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS SHOWN ON THIS SHEET..
1 -
�
>24'TO 30` RAFTERSPAN REQUIRES ATRUSSED RAFTER
..
AS SHOWN ON THIS*SHEET: -
t. ..
W
:
24' MAXIMUM RAFTER SPAN ON'SINGLE RAFTER
- -
.. -
_
4
'
�G
�
� ->24' TO 30' RAFTER"SPAN REQUIRES A TRUSSED RAFTER
AS SHOWN ON THIS SHEET
4.
TYPICAL
TYPICAL INTERIOR RAFTER/POST- .'.:
Ui
.' .
TYPICAL.BOW RAFTER GABLE END FRAMING PLAN
INTERIOR RAFTER/POST FRAME -SECTION,- BOW.FRAME
:FRAME SECTION - BOX EAVE - HORIZONTAL ROOF' .
INTERIOR-
NOT TO SCALE
NOT TO SCALE .
NOT TO SCALETYPICAL
RAFTER/POST RAME. SECTION - VERTICAL ROOF
NOT TO SCALE
ING NEL
LENGTH.VARIES DEPENDING ON
LENGTH VARIES DEPENDING ON
TO EACH RA TER WITH 2) #12r14 x 3/4"SSE FEDRILLING -
NUMBERAND SPACING.OF RAFTERS. -
NUMBER AND SPACING OF RAFTERS
FASTENER SPACED NOT MORE THAN'48" O.0
t1 :
UM
MO.CIMFOR
SEE
T ABLE 1
4SEE
..
co
TABLE 1VERTICAL—
SHEET
=
.
..SEE
SEE
SHEE6
1 OF 6
PA NEL .
TABLE 1
TABLE 1
OF.
SHEET
SHEET
4
1 OF 6'
.
3
1 OF 6
w
.
a
—
a
LENG. VARIES DEPENDING ON NUMBER,
' AND SPACING OF RAFTERS
TYPICAL RAFTER/P.OST FRAMING PLAN _ BOW.FRAME TYPICAL RAFTER/POST FRAMING PLAN. --BOX EAVETYPICAL
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN .
NOT.To SCALE - " NOT To SCALE � .
.'
POST/RAFTER FRAMING PLAN . VERTICAL ROOF .
NOT TO SCALE
NOTTO SCALE
SEE
SEE
TABLE -1
TABLE 1 OPENING FOR SWINGING ..
SHEET
12
SHEET. _ ' DOOR WITH NON
7
1 OF 6
S
..
1 OF 6 HEADER
5
• .. 5 .. 6. A. ..
4
• a _
4
4
a
_
-
..
24" .16 GA U CHANNEL BRACE
2
12' MAX: OPENING
6
4
•
FASTENED TO RAFTER WITH.
a
. .
. FOR ROLL -UP DOOR
,
- _.
_ a
4
"oFEra'NGFOR.
6
..
-
-
(2) V12-14 x 314" SELF -DRILLING
-
-
WITH STRUCTURAL
- HEADER
_
..
-
-
SWNGNG oaoa
4 -'
-
-
..
.. -
..
SCREWS AT EACH END -
..
..
12' MAX. OPENING FOR
STRUCTURAL
(4 P BRACE) .
PER
...
..
10" (TYPICAL)
-
.. - -
ROLL -UP DOOR WITH
_
_
-
.
_
3
q
3
a -
- NMI
6 .5
3
.' NON-STRUCTURAL
.q
1 ..
3
3 :
t.•
10
s
a
s
a
s
a a
a'
a Ar
,A'
a
a
s
a
4
- - ..
TYPICAL
- - ROOF EXTENSION OPTION
- - P
MAIN STRUCTURE STANDARD LEAN TO O TION
-
..
.OPENING FOR WINDOW WITH.
- - NOWSTRUCT.URAL HEADER
-
.. .. AND WINDOW RAIL
TYPICAL'SIDE WALL OPENINGS FRAMING PLAN' .. (Alsoappfica6ietoEnd Wails)
END WALL' OPENINGS-POST/RAFTER FRAMING PLAN TYPICAL LEANJO OPTIONS FRAMING PLAN BO ' NS SHOWN)',
-
NOT To SCALE
NOTSCALE
NOT TO SCALE. ' (BOX EAVE RAFTER SHOWN, ONLY STANDA `Gtl IS� �JQ BOW FRAME RAFTER) "
24" 16 GA U CHANNEL BRACE (5' TO 7' POST)
BEC _T0t EN IFIEL C -
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
!
NU
605 YOR27
i
WELD
BRACE
JO MAX 5L FROM LHORIZONTAI
LAND, FLOW
DE RIg74 327
g 53
FULL 6"
BOTH SIDE
T S
FULL 6" WELD
= =
6,
BOTH SIDES
_
6„
2
a
4w.TA
TE OF
5'
WELD ALL WEB
CONNECTIONS; .
BOTH SIDES
OPTIONAL 24'-l"TO 30' TRUSSED RAFTER -'BOW
NOT TO SCALE
5'
WELD ALL WEB
CONNECTIONS,
BOTH SIDES.
OPTIONAL 24'4" TO 30' TRUSSED RAFTER.- BOX EAVE
NOT TO SCALE '
FREESTANDING
LEAN-TO FRAMING PLAN
NOT TO SCALE
RPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
FIRD: GATE: 06/04/2021
BECHTOC ENG/NFER/NG " "". • mkb s`" c NTS
AND TESTING, /tic• cNEc"EG
GONSULTNG GEOE IChL, ENViRONNENiIL MIO NFTERIAL6 TEGIG.G ENGINEERS tb - G21O01
TB - .SHEET OF6
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD'LDT INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT.
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 8"'OF EACH THROUGH BASE RAIL WITHIN 6" OF EACH :: OR EYE W
BASE RAIL AND SECURE'TO BASE RAILAND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND. EVERY -END ANCHOR EYE -WITH 1/2"DIAMETER' . TS.CONTIN000S ANCHOR WITH 1/2" DIAMETER T5 CONTINUOUS
WALL POST ALONG END WALL SECTIONS WALL POSTACONG END WALL SECTIONS H' . BASE RAIL -
THROUG BOLT 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 SURFAC
MINIMUM 2-1/2" EMBEDMENT.. EYE ANCHOR '
MINIMUM 2 1l2" EMBEDMENT
5/8" ROD 48" LONG
WITH 6" HELIX
12"
' OR
5/8" ROD 60" LONG ,(SEE GROUND ANCHOR. "EY.E ANCHOR_ (SEE GROUND ANCHOR
WITH 7". HELIX; SCHEDULE; SHEET 1 OF 6; 5/8" ROD 30" LONG, SCHEDULE, SHEET I'OF 6;
p. y• ! ' " " AS APPLICABLE FOR APPLICABILITY) WITH DBL 4"HELIX.. FOR APPLICABILITY)
MINIMUM 4"'
12"— -i
MONOLITHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4" CONCRETE PAVEMENT
REINFORCED WITH 2 #5's CONTINUOUS
(� �p /+ CONCRETE BASE.nAR
ILAN.CHORAGE .
CONCRETE BASE.RAILANCHORAGE �B, Not To Scale (QPTIONAL-OPENBASE BASENot To Scale NotTo. Scale —
IL.DEEPANCHORAGE ILANCHORAGE .
Not To Scale.
DRILL 5/8" HOLE THROUGH THE 2" WASHERS. N I6 GA U-CHANNEL BRACE (5' TO T POST) T
BASE RAIL AND. SECURE TO .. 48" 16 GA U-CHANNEL BRACE (8' TO I POST) S BOW RAFTER 6'` LONG TS NIPPLE
SECURE POST TO NIPPLE
ANCHOR EYE WITH 1/2" DIAMETER. TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45"
THROUGH -BOLT BASE RAIL TO MAX: 60 FROM HORIZONTAL. NO SCREWS. WITH (4) #12-.14.x 3/4." SDF s '
. REQUIRED.
NIPPLE TO ..3/16" IN
BOW BEND 5"
RAFTER .
Nr—
. . . , .
TS RAFTER '
. 4" 16.GA U CHANNEL BRACE (5' TO 7'_POST) .
48" Ili GA U CHANNEL BRACE (8' TO 14' POST) . TS RAFTER POST '
E SHALL BE
TO MAX. 60°BRACE LFROM HORIZON TALK: NIPPLE TO' 3/.16". .
. .
.... J o i CON BASE
. .(SEE GROUND ANCHOR S
_ 91/2"
SE RAIL
SCHEDULE, SHEET 1 OF 6. .6-
MINIMUM 4" I ED ANCHOR 6" LONG TS NIPPLE o 3"
A
, T CONTINUOUS B RAIL
FOR REQU R )
O 214x3/4 Fs
-
SECURE POST_ TO NIPPLE WITH
4 #1 ". SD ' $"' 6" LONG TS, NIPPLE
'SECURE RAFTER AND. POST TO
CONTINUOUS 4". -
CONCRETE.
PAVEMENT F
i NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST TS RAFTER POST SELF DRILLING FASTENERS
POST
EYEANCHOR .: 2A BOX SAVE RAFTER POST: DETAIL 2B B:OW RAFTER/POST DETAIL 3 NgtToscale/BA
• - Not o Scale'
CQ N C RET.E . BASE .RAI LAN CH ORAG E Not To Scale T .
1 E Not'To Scale (OPEN CARPORTS WHERE SLAB'EDGE•DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
TS POST
2" x 2" x 2" 16 GAANGLE CLIP
SECURE TO P OF p
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW .. RR�®�� ,�*1�'�
RAIL/GIRT WITH (4) #12-14'z 3/4" SOF's
TS TRUSSED RAFTER CHORD; O ,
OR NON-STRUCTURAL HEADER
2 ON TOP OR BOTTOM (2) ON SIDE �
BECF.�OL ENGINEERING AN ' 1�, INC:
TS; END POST OR DOOR/ 605 WEST NEI(V YOR�I(JfN�VE
WINDOW FRAME POST 2"x2"x2" 16.GAANGLE CLIP DELAY, FLORIDA 3lXi4!► 3
SECURE TO POST (EACH SIDE) 1 1/2 x 1 1/2" x 2" 16 GA CLIP TS NON-STRUCTURAL HEADER
TS BASE/WINDOW RAIL OR AND RAFTER CHORDIRAIL WITH ANGLE SECURE TO NON-STRUCTURAL HEADER (4) 012-14 x 3/4" SDF's, (2) ON POST AND BASE RAIL
71
(12 GA IF ROLL -UP DOOR FRAME) -TOP OR BOTTOM, (2)' ON SIDE WITH (4) #12-14 x 3/4" SDF's,.. '
(2) ON TOP, (2) ON SIDE .� TATE
TS WINDOW RAIL OR GIRT
�` `�.. .
FOR VERTICAL SIDING OPTION /� s/® lie;
VTScoNrlNuousBASERAIL NON-STRUCTURAL HEADER,.ININDO.W
�Irll
CAROLI.NA CARPORTS, .INC.
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 Not To scale 6 NotToscale' -
4 v_=�
06/04/2021
Not To Scale WCHlOC ENG/NEFRING 6—mkb . - sue' NTS
AND TESTING, Inc. oeEc,ce ib °R_w NOt G21001
GONSUCntry GEOTECHNiCAL, EfMRONYEMAL, ANG YPTERIKS TESTING ENGINEERS
. unamaceanwmzw oomum ""nwEG. TB SHEET 4 OF 6
-NIPPLE TO
3/16'
.DBL. HDR.
".
TS RAFTER POST
6" LONG TS NIPPLE'
SECURE EACH WITH (41#12 14 x 3/4"
•0
6" LONG TS NIPPLE
"LONG TS NIPPLE
12.G TS POST.
A
2"x2"x2" 16 GAANGLE CLIP
SECURE.EACH WffN
SECURE WITH 4.
SECURE TO POST AND ..
-
(4). #12 14 x 3/4"
SELF-DRILLING.FASTENERS.
1/8":
r �
LF DRILLINGFASTE FASTENERS
DRILLING
SE N
SELF -
RAFTER WITH (4) #12-14 x 3/4"
SDF's,'(2) ON BOTTOM, .
a i
(2) ON SIDE .. .
r,
� �
TS BASE RAIL '
ORol
.
2"z4' 16 GA PLATE
i
SECURE TO EACH SIDE OF
i °
o i
2 GA DOUBLE TS HEADER .
TS END POST
POST/RAFTER CONNECTION .
Li
LJ
.
WITH (4).#12-14 x 8/4" SDF's,
2 GATS OST.
P
3116" NIPPLE T
(2) ON POST, (2) ON RAFTER
DBL :H
.. 3/16" NIPPLE TO
BASE RAIL .
RAFTER POST -/BASE
- ENO POST/RAFTER CONK, DETAIL
RAFTER POSVD.BL..HEADER DETAIL9
:.RAFTER POST/HEADER DETAIL
BASE. RAIL CONNECTION' DETAIL'
Not T. Scale
:.
- •
Not To Scale
Not To Scale ,' ' ..
�
Nof To Scale "
1 1/2" x 1-1/2" x 2" 16 GA -CLIP ANGLE
SECURE TO RAFTER POST AND
FTER POST
GABLE RAIL WITH (4) #1 2 14 x.3/4" SDF's;
O
NIPPLE T3/16" 6" LONG TS NIPPLE'
T2"x4A16
TOP AND BOTTOM
RATER .
p
SECURE WITH (4) #12-.14 x 3/4" SDF's .
GA PLATE (ONE.REQUIRED)
SECURE TO EITHER SIDE OF
TS RAFTER 1 "LONG TS NIPPLE.
'
POST/RAFTER CONNECTION
SECUREPOST TO NIPPLE
(2) ON'POST, (2) ON RAFTER '
" z 1=1/2" x 2" 16 GA CLIP
WITH-
, (4) #12 14 z 3/4" SDF's,.
•
ANGLE SECURE TO RAFTER
1-1/2 x 1-112 x 2" 16 GA CLIP ANGLE
TS-LEAN-TO-RAFTER
AND. GABLERAILWITH (4) _
SECURE TO RAFTER AND'GABLE
'
#12-14 x 3/4" SDF's.-(2) ON TOP, '
RAIL WITH (4) #12 .14 x 3l4".SDF's,-
°
1-1/2" x 1-1%2" z 2".16 GA (2) ON BOTTOM .
( 2) ON TOP, (2) ON BOTTOM
°
CLIP ANGLE SECURE TO
6
RAFTER POST AND GABLE.
•
RAIL WITH, (4) #12-14 x 3/4" SDF's
TS GABLE RAIL
°
.
2"x2" x2" 16 GAANGLE CLIP
(2) ON TOP, (2) ON SIDE-.
ST
SECURE T
OTHO(4) D14
8" LONG 96416 GA U CHANNEL'BRACE (8' TOO 4' POST) .
RAFTER WI # 2 x 3/4"
TS RAFTER POST
•T&NIPPLE
SECURE RAFTER AND POST. TS GABLE RAIL
BRACE ANGLE SHALL BE MIN. 45°
SDF% (2) ,ON RAFTER,
TO NIPPLE WITH (4) #12=14 x 3/4" .
TO MAX. 60° FROM HORIZONTAL
7S RAFTER POST
E
2) ON POST
SELF -DRILLING FASTENERS
.
GABLE R'AIL'TO. RAFTER P.OST..
TS RAFTER POST.
POSTI/ LEAN TO RAFTER CONN. DETAIL--.
CONNECTION_ DETAIL
GABLE RAIL TO RAFTER POST
RAFTER POSTSIDE'EXTENSI�DETAIL
Not To Scale' .
12
C O N N E CTI ON:DETAIL.
Not To Scale
11 B..
.Not To Scale
11.1
2-1/4" FOR.
]2 GA FRAMING
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDF'S
AT EACH END (4 PER BRACE)
BRACE SECTION '
Not To Scale
T1/2" 181GAUGE 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 '.
L-TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS LEG POST
TS_ RAILS
TS BASE.RAIL�
7S LEG POST_". ;\. �9,r .� •`GENISF ,� ��• .
Posrs ., BEC•H3'OL ENGINEERING AND;TE d If6; INC.'
605 WEST NEW YOR")& A -
4. .6 _ DELAND; FLORIDA. 0
4 •4
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE NO'. 12, SHEET 1 OF 6.
pPt'Eliili{{��\ .
,a