HomeMy WebLinkAboutCARPORT SPECIFICATIONFBC APPROVED PRODUCTS ._ . 3T
s
LLATI S D
METAL CARPORT INSTA ON PLAN i4ND ETAILS
THESE PLANS AND ALL PROPOSED WORK AND
PRODUCT CATEGORY
SUB CATEGORY
-MANUFACTURER
APPROVAL
'
MAXIMUM
ALLOWABLE
No. & DATE
WIND SPEED
ARE SUBJECTTO ANY CORRECTIONS FRAMING AND FASTENER SPECIFICATIONS
"FIELD
REQUIRED BY INSPECTORS THAT
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS; INC.
FL6596.1-R5
180
MAY BE NECESSARY IN ORDER TO
26 Gauge'AG Panel
.10110/17.
FOR CONSTRUCTION IN THE
QgMPhY WI' I L AI�CA9I�. OApEA� STATE OF FLORIDA
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R5
180
��I
26 Gauge AG Panel
10/10/17
�� -PREPARED FOR:
STRUCTURAL COMPONENTS
FLOOD VENT..
FLOOD FLAPS, LLC
FL17381:1-R2 .
- NA,
S0uc'ppon))n CAROLINACARPORTS,.INC.
8x16 Flood Flap
_ .10/03/17
L_ l
CONCEALED FASTENERS OR ATTACHMENTS P.O. BOX-12s3.
EXTERIOR DOORS
SWINGING
ELIXIR D.00RAND METAL COMPANY
FL17996:5-R1
139
DOBSO C 7017
c I� ec c I �y C NORTH CAROLINA
THE 2 "
•
Series 402-14
01%19/18'
ARE THE RESPONWILITY.OF
PREPARED B.Y.
EXTERIOR DOORS
SWINGING .
ELIXIR DOOR AND METAL COMPANY
FL17996.5-R1
170.
C
b!f �Tl�lb4P:� BECHTOL'ENGINEERING AND TESTING, I.NC.
Series 407
01119/18:
605'1NE$T NEW PORK AVENUE
. .
DELAND, FLORIDA 32720
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1-R5
180
Certificate of Authorization No. 06006492
Model 203
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 FL17499.3=R2 180
Model 185 SH _ .:. 12/29/17
TABLE-1
RAFTER FRAME, END POST, . GROUND ANCHOR AND. PANEL FASTENER SPACING SPECIFICATIONS
- AVERAGE FASTENER SPACING '
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS DR:GIRTS .
MAXIMUM
(INCHES).:.
WIND -ULTIMATE NOMINAL,• • • ,POST % RAFTER
..-
RISK EXPOSURE WIND'SPEED WIND SPEED ' ' ..SPACING
INTERIOR END
CATEGORY; CATEGORY (MPH) (MPH)- {FEET) POSTS/RAFTERS. POST S/RAFTERS
11.0 T0�50r Z18 Z0=f16
- I -- C — -
151 T0.1:80 1"17 TO 139 4.0� 6 . 6
.GROUND.ANCHOR` SCHEDULE',
ULTIMATE WIND SPEED _(mph):_
1,10;;120.130;140. 1,50--1.60 170 180
•�
12
14
16.
30"Anchor:
Detail ib
_
0
18"__r
:20
22
48"
DeWf
Anc7 hor .
1 C
0
24
J
26
M
=28
$0.
so Ahaho
petaill C
NOTES:. 1. Specifications applicable to 20 gauge.metal roof and wall panels fastened directly to 12 or 14: gauge steel tube framing, or gauge hat
DETAILS 1C AND 1D SHOWN ON SHEET 4
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 vary.
:GENERAL -NOTES:
. I
1. THESE PLANS PERTAIN ONLYTO 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 1) 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 CARPORTS; INC. SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING,AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FA[LURE '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 M" 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 GROLIND.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 AN
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.
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..
ST . LIICTE' COUNTUlLION
CYSREVIEWOV
REVIEWS B
DATE — / -.
-PLANS. A\'D PERMIT MUS BE KEPT ON JOB .
-OP. NO NSPECTION WILL BE MADE.
- LE- C-0-p-
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; SIXTH EDITION (2017):, THE PLANS
ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
CODE:
BECHTOLENG Lfl Jt�IC.
DE FLORRIIIiA
Cembaw of Aud n NO 82! . • ,
1353e
omas B :.
Florida License Ne.'
�iQ�•. FCOR\DP. ••��?�
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II1111
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
'� °•'@ 01/02/18
BECHTOL ENGINEERING ouw:' MKB ' NTS
AND TES77MM Ina
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RR ' NO ' G16001
o.druwew�mmomrm .rnwen TB'. SHEET 1 OF 5
iw
BOW FRAME RAFTER 01-'cry CARPORT - HORIZONTAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
BOW FRAME RAFTER UTILITY
��`.DING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable) (As applicable)
6'
6
--
ENCLOSED LENGTH 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 - 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,'appticable)
6' 6- F�6-
_RCL0SED.LENGTHVARlES
r
ZZ
—
a
tiY, IfdktSJDE ELEVATION L 1 TYPICAH i:D)E EVAITIQN L _ ATYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
-
hTOT ' NOTD SCALD �' ' 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
(As applicable) (As applicable)
(As applicable) (As applicable) .
ENCLOSEDLENGTH 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
H
BECHTOL E D TIRI
VR
,�
605 WESTNEW NUE .. <{
DELAND, RIPA 3272(! 385 8
Certificate of tlonNo.
i
Thomas I STATE OF
Florida License No. � �
CAROLING CARPOKITS; MC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL
BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
BECHTOL ENGINEERING AND 7E8flwLs 7rsnNo D
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NOT TO SCALE
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SHEET 9 OF 5
26 GA. GALVANIZED N I,_ ,,ROOF PANELS FASTENED
TO RAFTERS
i6 GA. GALVANIZED METAL ROOF PANELS FASTENED
C WITH
26 GA. GALVANIZED METAL ROO� ELS FASTENED
TO PURLINS WITH #12-14 z 3/4 _' : _ JITH CONTROL
WITH #12-14 x 3/4° SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6" O.C. SPACING
TO RAFTERS #12A4 z 3/4' SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6" O.C. SPACING
SEAL WASHER @AVERAGE 6° O.C. SPACING
2 12
Q3
2 12
1-1/2" 18 GAUGE FURRING
11
5
4
43
CHANNEL (PURLIN)
..2 -
24" 16 GA U-CHANNEL BRACE
24".16 GA U-CHANNEL BRACE
a
FASTENED TO RAFTER WITH.
�.
FASTENED TO RAFTER.WITH
_
(2) #12-14 x.3/4" SDFs AT
(2) #12-14 x 3/4° SDFs AT
24" 16 GA U-CHANNEL BRACE
w
EACH END (4 P.ER BRACE)
=
EACH END. (4 PER BRACE)
=
FASTENED TO RAFTER WITH
SEE
W
W
(2) #12-14 x'3/4° SDPsAT
- 24' MAXIMUM RAFTER $PAN'ON SINGLE RAFTER
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
=
EACH END (4 PER BRACE)
SHEETABLE TI
1 OF 5
il
�24' TO 30'-RAFf.ER SPAN REQUIRES A TRUSSED RAFTER
1
>24' T0. 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
1
W
_
AS SHOWN.ON THIS SHEET - ..
4
. AS SHOWN ON THIS SHEET .
4
J
24' MAXIMl1M RAFTER SPAN ON SINGLE RAFTER .
.
._
-_
-
.>24'T0,30':RAF.TER SPAN. RE QUIRES A -TRUSSED RAFTER
..
.. .. ..
..
,O
.
.. AS SHOWN ON THIS SHEET
a
�
>
.
TYPICAL
`----�-.
P1CAL INTERIOR RAFTER/POST -
U)
.INTERIOR RAFTER/POST FRAME,SECTION - BOW FRAME.
FRAME SEC7TiLQN -BOX SAVE - HORIZONTAL ROOF
TYPICAL BO RAFTER'GABLE END FRAMING PLAN
NOT TO SCALE - _ _, '' - _--
'N�. q.T�ToscLE
TYPICAL INTERIOR
NOT TO SCALE'W
Y "-
RAFTER/POST FRAME SECTION.- VERTICAL ROOF
NOT TO SCALE
1-1/2".16.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 OFRAFTERS
NUMBER AND SPACING OF RAFTERS •
FASTENER SPACED NOT MORE THANAW O.C.
I
SEE
SEE
SEE
SEE
TABLE 1
SHEET
SABL�1.
:.
_
TABLE 1.
TABLE 1
1 OF 5 -
1 OF 5
.
SHEET
SHEET
3
1 OF-S
1 OF 5.
q .
�-LENG
VARIES DEPENDING ON NUMBER '
AND SP.AGING OF RAFTERS
TYPICAL.RAFTER/POST FRAMING. PLAN'- BOW FRAME.- TYPICAL RAFTER/POST FRAMING, PLAN - BOX EAVE.
TYPICAL
TYPICALBOXEAVE 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
1-1/2" 18 GAUGE FURRING CHANNEL FASTENE
OPENING FOR SWINGING.
SHEET
FULL 6" WELD TO EACH RAFTER WITH (2)#12-14 x 3%4' SDF
DOOR WITH NONSTRUCTURAL
7.
1 OF S
BOTH SIDES SPACED NOT MORE THAN 48" O.C.
HEADER
51
.
a s
B,
'
METAL R
ME ROOF
4
4 .
.
4
4
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PANEL
12' MAX: OPENING.-
FORROLL-UP DOOR
4
4
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WITH STRUCTURAL
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HEADER
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10"'(TYPICAL)
12'-MAX.-OPENING FOR
'ROLL -UP DOOR WITH
smHEADER
WECD.ALL WEB
CONNECTIONS;
TS RAFTER
10
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:3
4
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q.
NONSTRUCTURAL'
HEADER
4
BOTH'SIDES
;
,
-
ROOF PANEL ATTACHMENT
- OPENING
WINDOW WITH
NON-STRUCTURAL HEADER
TYPICAL
(ALTERNATE FOR VERTICAL ROOF PANELS)'
T1' G PLAN AND WINDOW
TYPICAL SIDE WALL OPENINGS FRAMIN, tAlsoePPuNDWINDOa
END WALL-OPENINGS.POST/RAFTER FRAMING PLAN: OPTIONAL 24'-l" TO 30' TRUSSED :RAFTER - BOW Not To Scale
NOT TO SCALE
N TO S
NOT SCALE
N O SCALE
NOT
,
S R
BECHTOL EN9QRI�(I
605 WEST
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FULL 6": WELD
BOTH SIDES
8
2.
/
•
24' 16 GA U-CHANNEL BRACE
5-
..
2-1/4:' FOR
12 GA FRAMING
..
TTiomas 6eddot,
Florida License Now ;. STATE
FASTENED TO RAFTER WITH
(2) #12-14 x 3W SELF -DRILLING
4
2-V2' FOR
14.GA FRAMING
// �1 . �RI DA . • '
(4SCREWSPBRA EACH END
(4 PER BRACE)G
5'
.�`�
C \
3
3 1
1
WELD ALL WEB
16 GAUGE U-CHANNEL BRACE
���®�'�� v�R�� I ■
4
4 a
4
CONNECTIONS,
FASTENED TO THE POST AND
BOTH SIDES
RAFTERWITH(2)#12-14x3/4"SDFS
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
AT EACH.END (4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE
STANDARD LEAN-TO OPTION
° °G 01/02h8
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
OPTIONAL 24'-9'' TO 30' TRUSSED RAFTER -BOX EAVE BRACE SECTION
OECHTOL ENGINEERING
mAND7EMN4Ina
■"""K MKB
NTS,
NOT TO SCALE ( BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER NOT TO
)
Not To Scale
U.SCALE
Mm W>Er s'� WaraE�
G18001
°'rA"awe"°offim
M+a@ TB
SHEET 3 OF 5
MINIMUM
INST/ �". X MINIMUM 5-1/2" EXPANSION ANCHOR INSTALL 1!2' x MINIMUM 5-1/2" EXPANSION o
THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER ' " DRILL.5/8' HOLE THROUGH THE 2• vvA�nERS DRILL 6/8" HOLE' lfrnn/UGH THE 2' WASHERS
ANCHOR THROUGH BASE RAIL WITHIN 6" OF
POST ALONG SIDES AND WITHIN 6° OF EACH END BASE RAIL AND'SECURE TO BASE RAIL AND SECURE TO
EACH RAFTER POST ALONG SIDES TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS . ANCHOR EYE WITH 1/2 DIAMETER ANCHOR EYE WITH 1/2', DIAMETER TS CONTINUOUS
THROUGH -BOLT' BASE RAIL THROUGH -BOLT
BASE RAIL
'T MINIMUM. MIN, 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT' PAVEMENT
OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE .
MINIMUM 2-1@° EMBEDMENT
MINIMUM 2-1/2" EMBEDMENT EYE ANCHOR
5/8" ROD•48" LONG
WITH 6• HELIX
OR
' 1 5_/8. ROD 60" LONG 'GROUND ANCHOR. EYE ANCHOR (SEE GROUND ANCHOR
MINIMUM 4° WITH T HELIX, SCHEDULE, SHEET 1 OF 5,
AS APPLICABLE IR ANCHOR) WITH DBL 4" HELIX OR APPLICABILITY)
O
SCHE F5
FOR REOU ED AN
12• CONTINUOUS 4" CONCRETE PAVEMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE BASE RAIL ANC
CONCRETE BASE RAIL ANCHORAGE BASTE: RAIL DEEP ANCHORAGE "-Bi4S� RA4L ANC'HOA�GE —
RE. ANCHORAGE
1A
1 B Not To Scale (OPTIONAL -OPEN CARPORTS ONLY). C f tiC11p .
Not To Scale -
• , Not To Scal _ -
DRILL 5/8' HOLE THROUGH THE 2•' WASHERS 24' 16 GA U-CHANNEL BRACE (5 TO T POST)
BASE,RAIL AND SECURE SO TS BOW RAFTER 6" LONG TS NIPPLE
48" 16 GA U-CHANNEL BRACE (8' TO W POST) ,.
ANCHOR EYE WITH 1/2" DIAMETER SECURE POST TO NIPPLE -
TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45°
THROUGH -BOLT. BASE RAIL- TO MAX. 66' FROM HORIZONTAL. NO SCREWS. WITH (4) #12-14 x 9%4' SDF s
REQUIRED
NIPPLE TO 3/16' IN BOW BEND 5'
RAFTER
4 16 GA U-CHANNEL BRACE (V TO T POST)
RAFTER RAFTERPOST
TS RA R 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFT .POS
9 112" BRACE ANGLE SHALL BE MIN. 45.°
i • TO MAX. 60° FROM HORIZONTAL � j
NIPPLE TO 3/16'
I�� oi•
BASE RAIL
• j (SEE GROUND ANCHOR I �6 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
(4) #12-14 x 3/4: SDF's 3• 6° LONG TS NIPPLE
SECURE'RAFTER AND POST TO
ZCONTINUOUS4'.., i NIPPLE WITH.(4) #12-14 x 3/4°
CONCRETE PAVEMNT TS RAFTER POST, SELF -DRILLING FASTENERS
TS RAFTER POST
EYE ANCHOR POST/BASE RAIL -CONN.:DETAIL
BOX EA RAFTER/POST. DETAIL. BOW�RAFTER/POST DETAIL.
1 E CONCRETE. BASE RAIL ANCHORAGE 2A NotT6ScaIE3 : 2B ' 'Not ToSoale 1e
NM To Sca
Not To Scale. ' (OPEN CARPORTS.WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1 B)
TS POST
2' x 3" x 2" 16 GA ANGLE CLIP /► p
' -. \ � OAS -
SECURE TO POST AND TOP of 13ECHTOL ENGIbl ER1111 AND.VtV ,
TS RAFTER.POST HEADER, OR BOTTOM OF WINDOW 605 WEST NEW YO A11NllE S <C`•
TS TRUSSED RAFTER CHORD, RAIL/GIRT .WITH (4): #12-14 z 3/4' SDF s DELAND,'FLORIDA' 0
OR NON-STRUCTURAL HEADER
(2) ON TOP OR BOTTOM, (2) ON Cede otAutha�Q• `?8 _
TS END POST OR DOOR/ S`?8 —_
WINDOW FRAME POST 2'"x2"x2" 16 GA ANGLE.CLIP _—
SECURE TO POST (EACH SIDE) 1-1/2" x 1-1/2" x 2" 16 GA CLIP TS NONSTRUCTURAL Thomas B ' , P.� . i
TS BASE/WINDOW RAILOR' AND RAFTER CFIORD/RAIL WITH ANGLE SECURE TO � •• .(� �'%
NONSTRUCTURAL HEADER HEADER FlodEia License- F :
(4) #12-14 x'3%4" SDFs, (2) ON POST AND BASE RAIL
TOP. OR BOTTOM, (2) ON SIDE WITH. (4) #12714 x 3/4" SDFS, // O ' • /Dq
NOTE:..AT ROLL -UP_ (2) ON TOP, (2) ON SIDE� 'c•A•'•^' �tGV\��
BE FLUSH WITOH RAIL END. FFOR
DOW RAIL (OR GIRT ST SHOULD/�/ / r rrCNG \ \%�`
CLIP POST TO RAIL ONLY ON
RTICALSIDING OPTION)
SIDE OPPOSITE THE OPENING.
TSCONTINUOUSBASE RAIL NON—STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC.
POST TO RAIL, TRUSS CHORD, OR END POSVBASE RAIL CONN. RAIL, OR GIRT TO POST CONN.. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
NON-STRUCTURAL HEADER CONN. DETAIL 5 6
4 Not To Scale Not To Scale Not To Scale iE1° ° 1e 01/02118
BECHTOL ENGINEERING m' MKB WAII NTs.
AND T NA Ina
RR "n`M° G1.8001
COMMM+V, ENVIRONYftIEAt, AND WmtNtS 7ES" FNGi8FJ5 .
TB. SHEET 4OF5
NIPPLE TO
3/16'
DBL.-HDR.
TS RAFTER'POST
6" LONG TS NIPPLE
�o
SECURE EACH WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS.
°.'
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" ' .
1/8,
SECURE WITH (4) #12-14 x 3/4"
RAFTER WITH (4) #12-14 x 3/4" .
SELF -DRILLING FASTENERS
r�
SELF -DRILLING FASTENERS
SDFs, (2) ON BOTTOM,
(2) ON SIDE
i.
OR .
2"x4" 16 GA PLATE
r
°,
r
TS BASE RAIL
SECURE TO EACH SIDE OR --
1 c 1
i
.
OUBL,E TS HEADER
i
TS END POST
POST/RAFTER CONNECTION
10
WITH (4) #12-14 x 3/4" SDE s,
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(2) ON POST; (2) ON RAFTER
TS POST
3/16'. NIPPLE TO
HD
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3/16° NIPPLE TO
BASE RAIL
RAFTER
END POST/RAFTER CONN. DETAIL
'.
RAFTER POST/DBL. HEADER DETAIL
RAFTER-POST/HEADER DETAIL
BASE RAIL. ONNECTION,DETAIL
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1
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1=1/2' x 1=1/2° x 2" 16 GA CLIP ANGLE
T.O RAFTER POST AND -
TS RAFTER POST
S
GECURE
ABLE RAIL WITH (4) #12 14 x 3/4' SDPS,
NIPPLE TO. 3/'I6" 6' LONG TS NIPPLE
TOP AND' BOTTOM -
RAFTER
.
- /4
SECURE WITH (4)*412 14 x 3 " SDPs
2°x4° 'I6 GA PLATE (ONE REQUIRED) .
SECURETO EITHER SIDE OF '
TS RAFTER. 12' LONG TS NIPPLE.
POST/RAFTER CONNECTION
SECURE POST TO NIPPLE
-
WITH (4) #12 14 x.3/4" SDFs; -
'1-1/2" x 1-1/2°'x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER.'
WITH (4) #12" 14 x 3/4° SDPs,'
W
(2) ON POST, ) ON RAFTER
T- (2)ON.
AND GABLE, RAIL WITH (4)
1:1/2" x 1 1)2" x 2° 16 GA CLIP ANGLE
LEAN-TO RAFTER
#12-14 is 3/4" SDF's,.(2)'ON TOP,
SECURE TO RAFTER AND GABLE
- °
1-1%2" x 1A/2" x 2" 16 GA .(2) ON BOTTOM' -'
RAIL W 14 x 3/4" SDPs,
12
IT N
-
•
CLIP ANGLE SECURE TO.
rl
TO
(2) O P,.(2) ON BOTTOM
RAFTER POST AND GABLE
°
RAIL .WITH (4). #12-14 x 3/4" SDPs
_
-(2). ON TOP, (2) ON SIDE TS GABLE RAIL
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
TS RAFTER POST
j�rRAFTER
(-
6" LONG TS NIPPLE 48" 16 GA. U CHANNEL BRACE (8 TOO4' POST
WITH (4) #12-14 z 3/4'
SECURE RAFTER AND POST fS GABLE RAIL
BRACE'ANGLE'$HALL BE- MIN. 45°
SDF's,,(2).ON RAFTER,
TO NIPPLE WITH (4) #12-14 x 3/4"
TO MAX. 60° FROM HORIZONTAL
2 ON -POST
SELF -DRILLING FASTENERS
TS RAFT ER POST
( )
GABLE. RAI.L10_RAF_T_ER POST _
_
-. TSRAFrERRPosr
CONNECTION DETAIL
SIDE EXTENSION
POST.:/ LEAN-TO:RAFTER CONN. DETAIL
(11�
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GABLE RAIL TO. RAFTER POST'
E S TAIL
13_
CONNECTION:.DETAIL
12
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116
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TS POST ram—
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ROLL -UP DOOR GUIDE TO POST i TS POST
CONNECTION DETAIL
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baked on epoxy, primer & polyester topcoat.
II I
A SECTION
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CAROL.INA CARPORTS, INC:
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
BECHiOL ENGINEER/NO MKB . ° NTS
AND TW"NG3, Inc.
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