HomeMy WebLinkAboutCARPORT INSTALLATION PLAN & DETAILS-
FBCAPPROVED PRODUCI�
-
II
_ _4sT
METAL CARPORT INS "
c�za LLki S TA ON PLAN AND DETAILS
APPROVAL
MAXIMUM
9% tME COUT Y PUILDNG ON AND.
PRODUCT -CATEGORY
SUB CATEGORY
MANUFACTURER
ALLOWABLE
VIEWED FOR COiWLU N'
No. & DATE
WIND SPEED
�' FRAMING AND FASTENER SPECIFICATIONS
DATE
DAfiE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.1-R5
1805��
pER�11T' MUST BE PT ON JOB FOR CONSTRUCTION IN THE
26 Gauge AG Panel
10110/17
Qt NO INSPECTION WILL BE
AIADE. STATE'OF FLORIDA
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R5
180
SCAN N �®
26 Gauge AG Panel
10/10/17
e�
FOR:
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD FLAPS,;LLC
FL17381.1-R2 ..
NA
.PREPARED
�Y C LINA CARPORTS, INC.
ARO
ESE PLANS AND ALL PROPOSED WORK t Lucie "County P:O. BOx 12sa
8z16 Flood Flap ; .
10iO3i17
DOBSON, NORTH CAROLINA 2 7017.
ARE•SUBJECT TO ANY CORRECTIONS
EXTERIOR DOORS
SWINGING
ELIXIR DOORAND'META L COMPANY
FL17996.5-R1
"
139
REQUIRED BY FIELD INSPECTOR..THAT
Series 402-14
01/19/18
. PREPARED BY;
�.1
BE NECESSARY IN ORDER TO F BECHTOL ENGINEERING AND TESTING, INC.
EXTERIOR DOORS $
v
SWINGING
ELIXIR DOOR AND METAL COMPANY
Series 407
FL17996.5-R1
61/19/18
170Y
' 605 WEST -NEW YORK AVENUE.
CiOMY W0 ALL APMANA, 0001et
.
-... DELAND,' FLORIDA 32720
" EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1-R5
180
Certificate of Authorization No. 00006492
Mode1203 :.
10/06/17
WINDOWS SINGLE HUNG- ' POCAHONTAS ALUMINUM COMPANY, INC. ' FL12940.2-R5 139
Model 100•VS . 01/15/18
WINDOWS
SINGLE HUNG..
MI WINDOWS AND -DOORS
FL1.7499.3-R2
180,
• :
Model 185 SM ' ..
12/29/17
j
TABLET : •
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING, SPECIFICATIONS
AVERAGE FASTENER.SPACING
ON -CENTERS ALONG RAFTERS OR
WIND,
ULTIMATE.
..NOMINAL
MAXIMUM
POST % RAFTER
PURLINS', AND POSTS :OR GIRTS
(INCHES) .
RISK.
EXPOSURE
WIND,SPEED
WIND SPEED
SPACING
INTERIOR.
END
CATEGORY
CATEGORY:,
(!MPH).
"(MIPH)-
(FEET)-
POSTSAAFTERS
POSTS/RAFTERS
1
110. TO 150
_ _89. TO 916
_ - 5.0_ - , - _
- "6
-
C
I R1 T0.1'80
-.4 11 "TO 139
An
6
6
GROUND ANCHOR'SCHEDULE
:ULTIMATE WIND-SPEED.(mph):.
110,.120 130.140 ' 1.50 160: 170 . 180
.;
12
16 .
14F77
.
18"
�
0
2D
22.
24
48":Anch6r
Det6il.1C
Li26
:�n'_
28-.Anchor,
$0.
DETAILS 1C AND 1D SHOWN -ON SHEE
NOTES:. 1•. Specifications applicable to'26 gauge metal roof and"wall panels fastened directly -to 12 6r.14 gauge steel tube framing, or 18 gauge hat T 4 - "OF 5:
channel roof purliris.
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 LIMITED TO PLUMBING,
ELECTRICAL; INGRESS/EGRESS, PROPERTYSET=BACKS; OR OTHER LOCAL ZONING REQUIREMENTS ARE THE.RESPONSIBILITYOF OTHERS.
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
s'
.
SPEE RCIFICALLY'ADDRESSED.HE IN WHICH EXERT ADDITIONAL LOADS ON THE STRUC`fIJRE; AN INSTALLATION OF DOORS; WINDOWS:OR OTHER COMPONENTS NOT LISTED IN FBC APPROVED PRODUCTS LIST ON THIS SHEET; AND NOT
PROVIDED AND INSTALLED BY CAROLINA CARPORTS; 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.'
s.
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 314"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: F
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.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. t
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 SIXTH EDITION (2017) (FBC FE 2017) -RESIDENTIAL, AND SECTION 1816.1
OF THE FBC FE 2017 -BUILDING.
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,
ONCF,ALED FASTENERS OR ATTACHMENTS
.ARE THE RESPONSIEILI y OF THE
CONTRACTOR OF RECORD .
THIS -IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL.ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQU IREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE' SIXTH EDITION (20t7): THE PLANS.
AREVALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
CODE:
' \Illlll/
BECHTOL EN 16
605 WE T N RK O • ...... a' INC..
bELAND FL
pf' o 92 OgIB�'
q .ti
certHicate Aa3f TQ< ENSF 1 . Q .. .�
C r
Thomas B
Flodda IJoame Alk 3UM , -
• STATE OF
i � •• •. FCOR\DP••'•• � �
0NA1. N\\`
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
01/02118.
BECHTOL ENGINEERM MKB NTs.
Mv AND 7E6UNa'h=
RR '"OL1� " G18001
ea rtm�o cmrcaetxµ, c+vwailhNua. AN? WMAM. � EXMNms _ -
��awommwl TB SHEET 1 OF 5
BOW FRAME RAFTER UPEN CARPORT - HORIZONTAL ROOF" BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BU[., ,LNG - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR ROLL UP DOOR SWINGING DOOR
(As applicable), (As applicable) (As applicable) (AS applicable)
s, s.
.. a ENCLOSED LENGTH45IES
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 '
B.OX 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)
6
:. ENCLOSED LENGTH ARIES
TYPICAL SIDE ELEVATION.' - TYPICAL END. ELEVATION '- :. TYPICALSIDE_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 .. .
SOX. 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 $WINGING. DOOR
'applicable)
As applicable)
_ _—(As_PPlicable _ _. -_(AS applicable)
-
-- —
-
ENCLOSED LENGTH
TYPICAL SIDE ELEVATION - :.. TYPICAL END ELEVATION
TYPICAL.SIDE ELEVATION.;
SIDE ELEVATION... TYPICAL END ELEVATION,
TYPICAL END ELEVATION.'TYPICAL
NOT TO SCALE - NOT TO SCALE
NOT TO.SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
\`\\ R H
- BECHTOL Ekd G AND TESTING;
605 WEST NEW YO.ftK
AVIDJUE
DELAND,IFLORIDA 2720:;,No.38J38
Cert ficate of Au Np:
_
•'
Thomas 8 I,.P.E. � SATE OF
. �'.
FloridaLlcen
�
ONAL
�11
CAROLINA QARPORTS,II .NC.:
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
`
°6/02/18
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
AV BECHTOL ENGINEERING
AND 7EVING, Inc.
6""K MKI3
NTS
'� RR
^O1"n G18001
COMLiNG tFaroe 6N DWONlWNoi. ANG MUiows Tmm WaNmS
' TB
SHEET 2 OF 5
26 GA. GALVAN&Z _ _ ; I'AL R60F PANELS FASTENED
=26 GA. GALVANIZED METAL ROOF PANELS FASTENED
26 GA. GALVANIZED METAL ROOF P FASTEN
` TO PURLINS WITH #12-14 x 3/4' SDFb' : CONTROL
TO RAFTERS WITH #12-14 x 3/4° SDFs WITH CONTROL
TO RAFTERS WITH 012=14 x 3/4" SDPs WITH CONTROL
SEAL WASHER @ AVERAGE W O.C. SPACING
SEAL WASHER @ AVERAGE 6" O.C. SPACING
'SEAL WASHER @AVERAGE 6'.O.C. SPACING
2 12
Q3
2 12
�3
1-1/2" 18,GAUGE FURRING
11
5
4•
,4
CHANNEL(PURLIN)
24' 16 GA U-CHANNEL BRACE
N' 16 GA U.-CHANNEL"BRACE
a
FASTENED TO RAFTER WITH
r
FASTENED TO:RAFTER WITH
_
(2) #V-14 x 3/4° SDFS AT
_
2 #12-14 x 3/4" SDFs AT
24'.16 GA U-CHANNEL BRACE
EACH END (4 PER BRACE)'
x
EACH END (4 PER BRACE)
FASTENED TO RAFTER WITH
SEE
SEE
TABLE 1
w
W+
w
(2). #12-14 x 3/4" SOPS AT
SHEET
w
.
'
24, MAXIMUM.RAFTER SPAN ON SINGLE RAFTER .
, 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
x
EACH END 4 PER BRACE
( )
,1-OF 5'
o
>24' Tb 30' RAf TER SPAN REQUIRES ATRUSSED RAFTER
1
p
>24: TO 30' RAFTER SPAN REOUIRESA.TRUSSED RAFTER-
r
O
r
- ASSHOWN ON THIS SHEET
4.
f-
AS SHOWN ON THIS SHEET
4
24' MAXIMUM RAFTERSPAN ON SINGLE RAFTER
-
i)
_
r
i24''TO 30' RAPTER SPAN REQUIRES A7RUSSED RAFTER
-
..
.. ..
.. ..
.OAS
SHOWN:ON 7HIS'SHEET'
.. ..
TYPICAL
TYPICAL INTERIOR RAFTER/POST
'
RAFTER GABLE END FRAMING PLAN
INTERIOR RAFTER/POST. FRAME SECTION , BOW FRAME
FRAME SECTION SOX EAVE - HORIZONTAL ROOF .
TYPICAL-INTERIOR
NOT To scA��W
NOT TO SCALE '' .
NOT TO.SCALE .` .:
RAFTER/POST-FRAME SECTION -.VERTICAL ROOF
-NOT TO SCALE
1-1/2' 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 MORETHAN 48" O.C.
SEE'
SEE
SABLE 1
TABLE 1
i
SEE ..
.
SEE
SHEET
SHEET
TABLE1.
TABLE 1
:'
.
1 OF5
OF5' .
SHEET
SHEET
3.
-
1OF5.
-1OF5
4
y
3
-
3' _
-
:
W
Q
------------
LENG
VARIES'DEPENDING.ON NUMBER
-..:
..
..
AND SPACING OF RAFTERS
TYPICAL RAFTER/POST FRAMING PLAN -BOW FRAME-' TYPICAL RAFTER/POST FRAMING PLAN -. BOX EAVE:
TYPI CAL
TYPICAL BOX SAVE RAFTER GABLE END FRAMING PLAN .
NOT TO SCALE NOT TO SCALE_
_
POST/RAFTER.FRAMING PLAN -.VERTICAL. ROOF,
NOT TO SCALE
NOT TO SCALE .
SEE
TABLET
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
OPENING FOR SWINGING
SHEET
FULL 6":WELD TO EACH.RAFTER WITH (2) #12=1A x 3W SDF
DOOR WITH NONSTRUCTURAL
':
T
1 OF 5 .
SPACED NOT MORE THAN 48" O:C.
BOTH SIDES
HEADER
5:
..
.. g . 9 _
-
6"
- - ----_ - _. ------ - — - --
- - - -- - -- - '--- -- .- .. -.— ----- .
5
- ..5.
s
a•
-
_
...a
..
.. 26 GA. METAL ROOF
-4
'4.
S
4 '
PANEL
12' MAX. OPENING
.
FOR.ROLL-UP DOOR.-
4
4
'
WITH STRUCTURAL
..
:.
OPENINGFOR
: 6
-
.. 'HEADER'
swwGWDOOa
PERM NOti
4.
-
..
-12' MAX. OPENING FOR
smbcTURa:
WELD ALL WE '
_
10' (TYPICAL)
ROLGUP DOOR WITH -
NFADHi -
CONNECTIONS,
TS RAFTER
4 .
6 5 .
4 :
NONSTRUCTURAL
HEADER
. 4 :
' 1
,
BOTH SIDES
-
-
A'
':
ROOF PANEL ATTACHMENT
.. .. .' OPENING. FOR
WINDOW WITH
... ..
.. _ .. ..
.
rio HEADER
N-STRUCTURALH
TYPICAL
(ALTERNATE FOR.VERTICAL ROOF PANELS)
AND WINDOW RAIL
TYPICAL SIDE WALL OPENINGS -FRAMING PLAN= ', ,(Ali.BppIhnIatGE�aWeng) .
,�
END WALLOPENINGS POST/RAFTER FRAM.INGPLAN'.. OPTIONAL 24 - I TO 30. TRUSSED .RAFTER -BOW : ' Not 7oScale
NOT TO SCALE'
NOT TO SCALE ..
NOT TO SCALE
SRH .,
F .
B�CHT& , 61 G D c�
12.
605 WEST NEW YQRI(A UE.
•'
:cat' aoRIQA 32�0 . ' .No. 3 38
..
...
FULL S WELD
BOTH SIDES
*
_
2
13 6'
- -
..
�.
q
..
5
_
2 1/4" FOR
_
Thomas e I; m STATE OF •��
24.16 GA U-CHANNEL BRACE
2
12 GA FRAMING
Florida'Lics ,.
FASTENED TO RAFTER WITH
4
2-1/2" FOR
14 GA FRAMING
•'• �\
�/ ��\'
x
(2) #12-14 x 3/4" SELF -DRILLING
/�
'
SCR1 W-14
EACH
(4 PER BRACE)
5,
'
CAROL INA CARPO�Ik I iw6.
3
3 1
1
WELD ALL WEB
16 GAUGE U-CHANNEL BRACE
1 s
4 -
4 4
4
CONNECTIONS,
FASTENED TO THE POST AND
BOTH SIDES
RAFTER.WITH(2)#12-14x3/4"SDPS
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
AT EACH END (4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE
STANDARD LEAN-TO OPTION
F� ...
we. 0.1/02/18:
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
OPTIONAL 24'-1" TO 30' TRUSSED. RAFTER : BOX EAVE BRACE SECTION
JW CWtOL ENGINEERING
MMAND 7EMNAhim
. MIS
NTS
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE
Not To Scale
d � , noyt" �G a�Q
G 18001
m
SHEET 3OF5,
4
= INSTALL 1/2' x MINIMUM 5-112 EXPANSION DRILL 5/8" HOLE THROUGH THE 2' WASHERS DRILL 5/8" HOLE THROUGH THE 2" WASHERS
ANCHOR THROUGH BASE RAIL WITHIN 6' OF BASE RAIL AND'SECURE TO BASE RAIL AND SECURE TO ,
EACH RAFTER POST ALONG SIDES ANCHOR EYE WITH 1/2° DIAMETER TS CONTINUOUS ANCHOR.EYE WITH 1/2" DIAMETER TS CONTINUOUS
THROUGH BOLT BASE RAIL THROUGH -BOLT BASE RAIL '
MIN. 6" TOP OF ASPHALT PAVEMENT TOP. OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE OR STABLE.GROUND SURFACE
MINIMUM 2-1/2' EMBEDMENT
= EYE ANCHOR
5/8' ROD.48" LONG
WITH 6° HELUC
OR
5/8° ROD 60' LONG (SEE GROUND ANCHOR .. EYE ANCHOR (SEE GROUND,ANCHOR
MINIMUM 4° WITH T HELIX, SCHEDULE, SHEET 1 OF 5,' 5/8' ROD 30° LONG _ SCHEDULE, SHEET 10(= 5,
AS APPLICABLE FOR REQUIRED ANCHOR) WITH DBL 4- HELIX FOR AP.PLIGABILITT)
CONTINUOUS 4.' CONCRETE PAVEMENT
CONCRETE.BASE RAIL ANCHORAGE
1.B Nctrosoale - (oPTIoNAL-oPENcaRPORrsoNLY) �C BASE RAIL DEEP ANCHORAGE. 1� BASE.RAIL ANCHORAGE.
Not To 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 G TS BOW RAFTER. 6' LONG TS NIPPLE
ANCHOR,EYE WITH 1/2" DIAMETER TS�CONTINUOUS A U BRACE ANGLE SHALL BE.MIN..45°
SECURE POST TO.NIPPLE,
THROUGH -BOLT. : BASE RAIL TO MAX. 60° FROM HORIZONTAL NO SCREWS
WITH (4) #12-14 x 3/4'-SDPs
J2EQUIRED .
NIPPLE TO 3/16" p o
IN BOW BEND ' 5"
RAFTER
4: 16 GA U-CHANNEL BRACE (5' TO T POST)
TS"RAFTER- 48" 16 GQ U-CHANNEL BRACE (8' 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 i ".�
(SEE GROUND ANCHOR
' TS CONTINUOUS BASE RAIL
•MINIMUM 4'-SCHEDULE; SHEET 1 OF. 5; 6" LONG TS NIPPLE 6°
FOR REQUIRED ANCHOR)' 3
SECURE POST TO NIPPLE WITH
DFs
6" LONG TS NIPPLE
(4) #12 14 x 3/4° S
SECURE RAFTER AND POST TO •
ZCONTINU60SSELF-
TS NIPPLE WITH (4) #1 x 3/4" '
CONCRETE PAVEMENT TS RAFTER POST -
TS RAFTER POST DRILLING FASTENERS
EYE ANCHOR POST/BASE. RAIL CONN. DETAIL..
BOX EA BOW RAF Not To scale -
VE' RAFTER/POST DETAIL TEWPOST DETAIL
1E -CONCRETE BASTE RAIL ANCHORAGE �'°` Net To scale 28 Not To Scale
Nof To.Scale (OPEN•CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
_
---- --- -- - - --- - TS POST -- - --- - - —
-- -
SECURE TO OSTNAND OP OF BECHTOL E
TS RAFTER POST .. HEADER, OR BOTTOM OF WINDOW. 60 '5E .WESTNEW
AI'L S� '.• i
TS TRUSSED RAFTER CHORD;
RUGIRT WITH (4) #12.14 x3/4" SDFs �'DELAND; FLORI�A IN.
NON-STRUCTURAL HEADER (2) ON TOP OR BOTTOM, (2) ON SIDE Certificate ofAuthorbmuoA No. 64 38 •.•
TS END POST OR DOOR/
WINDOW FRAME POST 2"x2x2".16 GA ANGLE CLIP
SECURE TO POST'(EACH SIDE)
TS BASEIWINDOW RAIL OR AND RAFTER-CHORD/RAIL WITH
NON-STRUCTURAL HEADER (4) #12-1d x 3/4" SDFs, (2) ON
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
Y Not To Scale
I � ,-,_, L 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER
POST ALONG SIOES.AND WITHIN 6' OF EACH END
WALL POST ALONG.END WALL SECTIONS
4°MINIMUM 2' MINIMUM
Rill MINIMUM 2-112" EMBEDMENT
z • 12"
: 12"
MONOLITHIC CONC..FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5'S CONTINUOUS
CONCRETE. BASE RAIL ANCHORAGE
1 A NobTo
1.1/2" x 1-1/2" x 2',16.GA CLIP TS NON-STRUCTURAL Thomee Bechtel,
ANGLE SECURE.TO HEADER Florid® Ueense I�p S
POST AND BASE RAIL • '
WITH (4).#12-14 x 3%4" SDFs, '•, ��
(2) ON TOP, (2) ON SIDE /,/S�''•.ORIDP, ,.•••N�\��
❑' TSWINDOWRAIL(OR GIRT/�/•'ALIII �" \\\
FOR VERTICAL SIDING OPTION)
TSCONTINUOUS 'BASE RAIL NON-STRUCTURAL HEADER, WINDOW C4ROLINA CARPORTS, INC.
END.POST/BASE RAIL CONN. _ RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR.USE IN THE STATE OF FLORIDA
tj
Not To Scale Not To Scale F� 0 01/02118
BECHTOL ENGINEERING °A" MKB NTS -
; AND TE87YN% hire
caiMs�INQ W w. Wff*tbM #0 Wm+ws ?� ENWOM RR .. 1fip1w` . G18001 ..
C.N bd 'ate " . TB SHEET 4 OF 5
•
A
o.
2"x2"x2" 16 GA ANGLE CLIP
SECURETOPOSTAND . .
RAFTER WITH (4) #12-14 x 3/4"
SOPS, (2) ON BOTTOM,
(2) ON SIDE
OR
27x4 16 GA PLATE
SECURE TO EACH SIDE OF.
TS END POST POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDPS,
(2) ON POST, (2) ON RAFTER
END .POST/RAF:TER-CONN. DETAIL
Not To Scale
_'--1-1/2° x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4), .
#12-14z3/4 SDF's,.(2)'ON'TOP,
1-1/2" x 1=1/2" x 2° 16 GA (2) ON BOTTOM
CLIP ANGLE SECURE TO.
RAFTER POST AND GABLE
RAIL WITH (4) #12-14 x 3/4 SDPs
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
TS RAFTER POST
GABLE RAIL' TO -RAFTER POST
11A CONNECTLON DETAIL
Not To Scale . '
912-14 x 3/4" SDF
@ 12" O.C. -
GA.
NIPPLE TO\ 3/16" t,
DBL. HE
6" LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 3/4"
SELF• -DRILLING FASTENERS
POST
RAFTER POST/DBL. HEADER DETAIL
8. Not To Scale
RAFTER POST
LONG TS NIPPLE
1/8° SECURE WITH (4) #12-14 x 3/4'
r� SELF -DRILLING FASTENERS
i
o�
OUBLE TS HEADER
3/16 NIPPLE TO
DBL. HDR.
RAFTER POSTMEADER DETAIL
Not To Scale
171/2" x 171/2" x 2" 16 G_ A CLIP ANGLE
SECURE TO RAFTER POST AND
' GABLE RAIL WITH'(4) #12-14 x 3/4" SDFs,
NIPPLE TO 3/16" 6" LONG TS NIPPLE
TOP AND BOTTOM
RAFTER
SECURE WITH (4)#12=14 x 3/4" SDPs
TS RAFTER 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDPs,
1=1/2" x f l/V 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
°
24" 16 GA 6-CHANNEL BRACE-(q TO T POST)
6" LONG.TS NIPPLE...
46" 16 GA U-CHANNELBRACE (V TO'14' POST)
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''
-
- -- -SEL-F=DRILLING FASTENERS -
- —` f - -
TS RAFTER POST
TS RAFTER POST
..SIDE EXTENSION
GABLE RAIL TO RAFTER'POST
RAFTER/POST:DEI"AIL
CONNECTION.. DETAIL
: 12 NptTo$cala
11B
.
Not To Scale
—I .. TS POST
TS NONSTRUCTURAL —
HEADER
II
II•
��
I . � I I
II I
II I
II I
I 1 SWINGING DOOR. 1 -
I I (Size varies, see.plan) I
II I
II �
ROLL -UP DOOR GUIDE TO POST ; j `TS POST
II
CONNECTION DETAIL..
Not To Scale CURTAIN: 26 GA. galvanized steel with A � SECTION
baked on epoxy primer & polyester top coat. I I A Not To Scale
#12-14 x 3/4" SDF
@ 12" O.C.
EXTERIOR
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 314"
SELF -DRILLING FASTENERS
- /—TS POST
BASE RAIL
3/16° NIPPLETO
BASE RAIL
_RAFTER POST/BASE
10 Z
SE RAIL CONNECTION. DETAIL
To Scale
TS RAFTER POST
2"x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO. EITHER SIDE OF
POST/RAFTER CONNEQTION
WITH (4) #12-14 x 3/4' SDPs,
(2) ON POST, (2) ON RAFTER-
jTS LEAN-TO RAFTER
`-2'x2"x2" 16 GAANGLE'CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14.x 3/4
SDF's,. (2) ON RAFTER,
- — (2) ON POST - -- -
I./ LEAN-TO RAFTER CONIC DETAIL
.. _
Mks R
EECH rcx,� i I
60s WEST N YORK VENUE
DELAND; l A VfV -
Certificate on No. 85 ; r
r:
Thomas B I, S7gT °
Florida L en A,E �F
\\\
ZoNgL ENG\\\
//MiloW
CAROLINA CARPORTS9 INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
rgu °"1e 01/02/18
BECHTOL ENGNYEER/NG � MKB "� NTS
AND 7EMM4 hm '
RR "m"a 018001
coNwitiNo aIDtoaWGt, omxoNNortu.. AAp Wmiws 7:snNo W1�15
�d- . .
°i°N ftd.N.00WI M ' TB SHEET 5 OF 5