HomeMy WebLinkAboutCARPORT INSTALLATION PLAN- FBC APPROVED PRODUCT sST
—
CO F.ASMETAL CARPORT INST PLANS AND DETAILS
ALLNTDION
c
APPROVAL.
MAx
. IMuM•
� THE RESPONSIBILRY OF THE A
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
ALLOWABLE
No. 8� DATEWIND
sPEE�..
CONTRACTOR OF RECORA FRAMING AND FASTENER SPECIFICATIONS
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596:1-R5
180
26 Gauge AG Panel
10/10/17
FOR CONSTRUCTION IN THE
• STATE OF FLORIDA
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA" CARPORTS, INC.
FL6702.1-R5
180
26 Gouge AG Panel
10/10/1T
PREPARED FOR:
STRUCTURAL COMPONENTS
FLOOD VENT-"
FLOOD FLAPS,. LLC
FL17381.1-R2. ,
NA'
AROLINA CARPO
C RT$,:INC.
8x16 Flood Flap
10/03/17
P.O. BOX 1263
_
DOBSO .
N NORTH CAROLINA 27017
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996:3
139.
Series 402-14
09/07/15
PREPARED BY -'
BEGHTOL ENGINEERING AND TESTING .
sCa ' INC
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5-
170
605 WEST NEW YORK AVENUE
Series 407
09/07/15=
LAND, FLORIDA
DE 32720
EXTERIOR DOORS
ROLL -UP
ASTA •INDUSTRIES INC.
FL8888.1-R5-
180 _
Certificate of Authorization No..00005492 . .
1
Model 203.' .
10/06/17.
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940:2-R5
139
ST L CdE U CLJ\'T�' $iTI�-� i�N
Model 100 vs.'-
01/15/18
P
WINDOWS
SINGLE HUNG.
MI WINDOWS AND DOORS
FL174993-R2 .
.. 180
Model185.SH . .
1?J29/17
TABLEI
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 POSTS OR:GIRTS.
P
(INC HES)
RISK-
EXPOSURE
WIND.SPEED-
WIND SPEED
SPACING
INTERIOR: :
END :.
CATEGORY
CATEGORY
(MPH)
: (MPH)
:(FEET) .
POSTS/RAFTERS
POSTS/RAFTERS
110 TO 150
89 TO 1-16
- 5.0
6
6 , ' :.
C
1.51 TO 180
117 TO 139
4.0
6
6
-REVIEWzD FOR COt
REVIE A?Eff$$.Y .
DATE.. a1.11 -
PLANS.AND PERT. MUST E KEPT ON JOB
-OR NO INSPECTMIION WdLL E MA]DE. •
THESE, PLANS AND ALL PROPOSEDWORD•
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIEL :INSPEPMRS THAT
_MAY BE NECESSARY IN ORDER TO
6®IIIM WII'M'I A 61l�p l� C�gy�Ee
NOTES:: 1•. S ecifications a livable to 26 au a metal roof and wall anels fastened directly to 12 or14gauge:steel tube framin or 18 gauge hat D1=TAILS I6 ANQID SHOWN ONSHEE— =4 OF-5. T —
p pp 9, 9 p Y 9 9 9
THIS IS TO CERTIFY THAT THE CALCULATIONS. -AND ,
channel roof puriiris. SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
2. Specifications -applicable only for mean roof height, of20. feet or.less, and roof slopes of 7° to 27' .(1.5:12 to 6:12 pitch). Spacing UNDERSIGNED PROFESSIONAL ENGINEER,ANDAREIN
requirements for other.roof heights and/or slopes:may vary". ; F SECTION 1609 OF
THE FLORIDA UI DING CODEUSIXTH ED T ON 201 '..THE PLANS
GENERAL: NOTES: ' . ARE _VALID UNTILTHENEXT REVISION OF THE FLORIDA BUILDING
I.: 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, CODE.
ELECTRICAL; INGRESS/EGRESS, PROPERTY SET=BACKS; OR OTHER LOCALZONING REQUIREMENTSARE THE RESPONSIBILITY OF.OTHERS:
1
e
2'. THESE:STRUCTURES.ARE nESIGNED'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 BECHTOL ENGI fE§TING, INC.
SPECIFICALLY-ADDRESSED.HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STR.UdTURE', AND INSTALLATION OF DOORS; WINDOWS OR COMPONENTS NOT LISTED IN FBC APPROVED -PRODUCTS LIST ON THIS SHEET; AND NOT- 605 WEST NEW YQ E�.
C/S/T
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 ORI9jt 3 DEUWD, FL
.
ADDITIONAL OF NON -APPROVED COMPONENTS: `'" CerBflcerte o1 , No
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. •E..
Fie —
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 � on STATE OF •;
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.
8• CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260; OR EQUIVALENT. CAROLI NA CAR►#`, N C:
9• POST/RAFTER 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 '� .. °�` 01/02118
OF THE FBC FE 2017 - BUILDING. BECHTOL ENGINEERING CPAM 'MKB ". '°"E NTS.
AND TESMa Ma _
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 OATS FOR 12 GA FRAMING. RR '"°A'd G18001
o.drdhffi nwom.Mw wnnumTB . SHEET OF.5'
a
N
BOW FRAME RAFTER C� _ V CARPORT - HORIZONTAL ROOF —
c
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION,
NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT -.HORIZONTAL ROOF
TYPICAL SIDE. ELEVATION TYPICAL END ELEVATION'
NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER -OPEN CARPORT '!"VERTICAL ROOF
a.
.II II II II __ u
TYPLCAL SIDE ELEVATION TYPICAL END ELEVATION- ..
NOT TO SCALE NOT TO SCALE
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW. FRAME RAFTER UTILITY 136-,63 -HORIZONTAL ROOF
--------------
ROLL-UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING BOOR
(AS applicable) (As.applicable)� (As aoolioable) (As aoolicakma
TYPICAL SIDE ELEVATION.. TYPICALEND ELEVATION
NOT TO SCALE 'NOT TO SCALE
BOX EAVE FRAME.RAFTER ENCLOSED BLDG.-HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
. . ie. oA ;_hlol . ie.
TYPICAL SIDE ELEVATION, TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE '
BOX EAVE FRAME RAFTER..ENCLOSED BLDG VERTICAL ROOF
ROLL -UP DOOR SWINGING DOOR
i(As applicable) 1 (As applicable),
TYPICAL SIDE ELEVATION. ..
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE, END ELEVATION
NOT TO SCALE
TYPICAL.END ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL SIDE, ELEVATION..
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX.EAVE'FRAME RAFTER UTILITY BLDG' .HORIZONTAL ROOF.
ROLL-UP.DOOR SWINGING DOOR.
c
TYPICAL'SIDE ELEVATION TYPICAL END ELEVATION:'.' ..
-NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER. UTILITY BLDG. VERTICAL. ROOF
ROLL -UP DOOR SWINGING:DOOR
(As appiicable)� (As applicable),-
TYPICAL SIDE ELEVATION, TYPICAL' END ELEVATION'
NOT TO SCALE NOT TO SCALE
BECHTOL ENGIN� G
605WEST NEW
YOR`A •GENgF
DELAND, FLORID�'927
Certificate of Autli
' a
._ 0�53 •�-
Thomas (/,►
Florida License Ner�Blg6;
S
CAROLINA CAk,
GENERIC PLANS FOR USE IN THE SY09 OF FLORIDA
01/02/18
BECHTOL.ENG/NEERNG cp�MKB WALE NTS
AND TES77MG, hm '
coNsuioio icu, e+vea+McNra. am UAmMLS h7M o. oiat�ms. '®aa RR waawL 618001
TB SHEET2OF5'
26 GA. GALVANIZE[, \;1L ROOF PANELS FASTENED
^`\-26 GA. GALVANIZED METAL ROOF PANELS FASTENED
26 GA. GALVANIZED METAL ROOF iCS FASTENED
TO RAFTERS WITH+-- -,Q1 x 3/4" SDPs WITH CONTROL
TO RAFTERS WITH #12-14 x.3/4" SDPs WITH CONTROL
TO PURLINS WITH #1214 z 3/4' SC , _ _f TH CONTROL
SEAL WASHER @ AVERAGE W O.C.SPACING
SEAL WASHER @ AVERAGE 6" O.C. SPACING
SEAL WA
WASHER
ER @ AVERAGE 6" O.C. SPACING
2 Q3
.2 Q3
1-1%2° 18 GAUGE FURRING.
11
4
4'
CHANNEL (PURLIN)
5
-
2.
24" 16 GA.U=CHANNEL BRACE
24" 16 GA U,CHANNEL�BRACE : _
4 '
FASTENED TO RAFTER WITH
FASTENED TO.RAFTER WITH
(2) #12-14 x 3/4" SDFs AT
(2) #12-14 x' 3/4" SDF's AT'
24'.16 GA U-CHANNEL BRACE
m
EACH END (4 PER BRACE)
i
EACH END (4 PER BRACE)
FASTENED TO RAFTER WITH
SEE
..
w
w
:
(2) #.12-14 x: 3/4" SDRs AT
TABLE 1
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
-a'-
24' MAXIMUM RAFTER SPAN -ON SINGLE RAFTER
_ CD
- EACH END PER BRACE)
S OF' S
-
>2A' TO 30: RAFTER_ SPAN REQUIRES A TRUSSED RAFTER,
t,
.. >24' TO 30' RAFiER�SPAN REQUIRES'A TRUSSED RAFTER
-
J
- -
-
p
AS SHOWN ON THIS SHEET _
., 4,
AS SHOWN ON THIS SHEET.
,q .
24' MAXIMUM RAFTER.SPAN ONSINGLE RAFTER
-
,�
. >2 4' TO 30' RAFTER SPAN REQUIRES ARRUSSE0 RAFTER
w
. O
'' �� � . AS SHOWN ON THISSHEET .
TYPICAL
TYPICAL INTERIOR RAFTER/ PO$T.
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
FRAME -SECTION = BOX EAVE -:HORIZONTAL ROOF
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT To SCALE
Nor ro SCALE
TYPICAL INTERIOR
NOT TO SCALE
RAFTER!POST-FRAME •SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2°.iSGAUGEFURRING.CHANNELFASTENED
LENGTH VARIES DEPENDING ON
LENGTH .VARIES DEPENDING ON
TO EACH, RAFTER WITH(2) x 3/4'SELE-DRILLING
NUMBER AND SPACING OF RAFTERS
NUMBER.AND SPACING OF RAFTERS .
FASTENER SPACED NOT MORE THAN 48° O:C.
H.
SEE
SEE
rs
SEE
SEE
TABLES
TABLE 1,
SHEET
is
TABLE 1
:TABLE 1
SHEET
1 OF 5 '
SHEET,
SHEET
3
1 OF 5
9 0F5
3'
10F5 -
4'
�.
g
aw
i
LENG VARIES DEPENDING ON NUMBER
•
AND SPACING of RAFrERs :
TYPICAL RAFTER/POST FRAMING- PLAN :- BOW FRAME- :. TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE
TYPICAL .
TYPICAL BOX-EAVE RAFTER.G ABLE END FRAMING PLAN
NOT TO SCALE NOT TO SCALE
POST/RAFTER FRAMING: - VERTICAL ROOF
NOT TOSCAL E
NOT TO SCALE
SEE
OPENING FOR SWINGING :
TABLE 1
SHEET
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
DOOR' WITH NONSTRUCTURAL
1.OF 5
':FULL 6° WELD TO EACH RAFTER WITH (2).#12-14x3/4" SDF
HEADER
.. 5
5
:.:
BOTH SIDES SPACED NOT MORE THAN 48° O.C.
g s
S�
4
5 •
4
26 GA. METAL ROOF
4
q.
q
PANEL
12' MAX: OPENING
..
6
_
q=
.
FOR ROLL-U - DOOR
..
..
• •
..q
4
'oaExwc
•
-
5
-
'WITH STRUCTURAL .
..
..
..
:WINGIN
=
.'
FOR
6 ..
..
.. HEADER -
..
-
..
- :
- _
' _ . •
DOOR
wRRH
4
..
..
.
.
10° (TYPICAL).
-
- ..4..
.6.
OPENING FOR
ROLL -UP DOD R WITH
. pegp'gt�,
-
WELD ALL WEB
..
.
'
10
5
4
NONSTRUCTURAL'
- 4 , .
..
-1
-
CONNECTIONS,
- TS RAFTER
5
A..,
-. '4 - -
4
4
4
• HEADER .
-
4
.
BOTH SIDES
'
.'
.4
A
-
- ..
- .
ROOF PANEL,ATTACHMENT
'OPENING FOR
WINDOW WITH
:.. NONSTRUCTURALHEADER
AND WINDOW RAIL
OWRAL
TYPICAL SIDE: WALL.OPENINGS FRAMING PLAN : - - (Alwa0plimmBtDEfi4 W211S)
- � TYPICAL.
END WALL'OPENINGS:POST/RAFTER, FRAMING
.
(ALTERNATE FORVERTICALROOF PANELS)
-PLAN ; OPTIONAL 24'='I ° TO 30'; TRUSSED RAFTER - BOW NDtTo Scale
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
1 ! 11111
0
BS¢HTOL ENGINE
12
6os WESr NEW F _ YO �.
FLORI D'
5
_
FULL 6°:WELD
2'caw
_ O. $ $
BOTH SIDES
_
13 6°
4,
5
2-1/4' FOR
► .
.. ..-
Thomas B , RE
_
24" 16 GA U-CHANNEL BRACE
2
12 GA FRAMING
Flodda Uceese STATE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SELF:DRILLING
4
2-1/2" FOR
14 GA FRAMING.
.
• ' ��
j� O •
SCREWS AT EACH END
5'
.....
(4 PER BRACE)
j6W.
3
3 t.
1
WELD ALL,WEB
16 GAUGE U-CHANNEL BRACE
CAROLINA CAR' 1, [M.
4
4 4
4
CONNECTIONS,
1 � 1
BOTH SIDES
RAFTERWITH� j#1iaxs�Sso s
GENERIC PLANS FOR USE 'IN. THE STATE OF FLORIDA
AT EACH END (4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE
STANDARD LEAN-TO OPTION,
s
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTIONMU�
BEC. NEEmi
° �� G
"'" ` MKB
'G a Nrsy� '
AND
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE
Not To Scale.
eor�uaio anrrn�ru [x+wa+Y[tiui 4umuus —Ro [hdl®s
RR
"�" a G18001 .
o.�,rarart�reommym
""."°'ee TEI
. SHEET 3 OF 5
-
..
INS 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR \
INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION
THI , -. l BASE RAIL WITHIN 6' OF EACH RAFTER DRILL 5/8' HOLE THROUGH THE 2 V `_. -fig DRILL 5/8: HOLE T:;.. JGH 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
WALL POST ALONGEND WALL SECTIONS ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS
THROUGH BOLT BASE RAIL THROUGH -BOLT
BASE RAIL
4' MINIMUM 2" MINIMUM MIN. 8° TOP OF ASPHALT PAVEMENT TOP OF. ASPHALT PAVEMENT
OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE
MINIMUM 2-1/2' EMBEDMENT MINIMUM 2-1/2" EMBEDMENT
EYE ANCHOR-
5/8' ROD 48' LONG
• ; ..,
WITH 6° HELIX
i�
12' OR SEE GROUND ANCHOR5/8°..ROD 60° LONG ( EYE ANCHOR (SEE GROUND ANCHOR
SCHEDULE, SHEET .1 �OF 5,
}•' MINIMUM 4° WITH 7" HELIX, 51W ROD 30" 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 2IWS CONTINUOUS
• ONC TE BASE RAIL ANCH • C RE:. ORAGE
CONCRETE BASE RAIL ANCHORAGE ;S . (OPTIONAL-oPENCARPORTsoNLY). 1C BASE BASE RAIL ANCHORAGE
A Not To State
RAIL DEEP ANCHORAGE
Not To Scale. - � Not To Scale
. 1 D Not To Scale
DRILL 5/W HOLE THROUGH THE 2 WASHERS 24" 16 GA U-CHANNEL BRACE OF TO T POST)
BASE RAIL AND SECURE TO' q8 CHANNEL BRACE 8' TO 14' POST)TS BOW RAFTER .' 6' LONG TS NIPPLE
. 16 GA U-
ANCHOR EYE WITH. 1/2' DIAMETER TS CONTINUOUS 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 z 3/4' SDFs
REQUIRED .
NIPPLE TO 3/16' IN:BOW BEND 5..
RAFTER.
4° 16 GA'U-CHANNEL BRACE (5' TO T POST)IV
...•.. R RA . TS RAFTS
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST
<.:; ::.:,...... BRACE ANGLE SHALL BE MIN. 45°
9-1/2" 'MAX. 60° FROM HORIZONTAL- NIPPLE TO. 3/16°
.. (SEE GROUND ANCHOR •
BASE RAIL
SCHEDULE. SHEET 1 OF5, "'i CONTINUOUS BASE RAIL
MINIMUM 4" . 6"
ZCONTINUOUS4",
FOR.REQUIRED ANCHOR) 3"6" LONG TS NIPPLE TS C NTINSECURE POST TO NIPPLE WITH
(4)'#12-14 x.3/4° SDFs 3'6' LONG TS NIPPLE0.SECURE RAFTER AND POST TO
. ° i. NIPPLE WITH,(4) #12-14 x 9/4".
CONCRETE PAVEMENT TS RAFTER POST TS. RAFTER POST SELF -DRILLING FASTENERS
EYE -ANCHOR. _ _ _ _ �� POST/BASE RAIL CONN- DETAIL
2A BOX E - -. 2B —BOW R�4 — - - — N�tr sae
A
..
VE-RA
CONCRETE BASE RAIL ANCHORAGE Not To Scale Not ToScalAi FT
- AL
E Not To Scale. (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
.. MEET MINIMUM EDGE DISTANCE SHOWN IN DETAILIB) .. -
TS POST
• POST
2" x 2' x 27. 16 GA ANGLE CLIP /y
SECURE TO POST AND TOP OF skHTOL ENGINE
TS RAFTER HEADER; OR BOTTOM OF WINDOW 605 WEST NEW Y " E" `CENS
RAIL/GIRT WITH (4).#12-14 x 3/4" SDFs DELAND, FLORID �.
TS TRUSSED RAFTER CHORD,. OF
OR NONSTRUCTURAL HEADER (2) ON'T OR BOTTOM, (2) ON SIDE CeigflcatAi of 5to.
TS END POST OR DOOR/ _ O• 53
WINDOW FRAME POST : 27x2"x2" 16 GA ANGLE*CLIP * .
SECURE TO POST (EACH SIDE) 1-1/2" x 1-1/2" z 2" 16 GA CLIP mm TS NONSTRUCTURAL Thornea B
TS BASEANINDOW RAIL'OR' AND RAFTER CHORD/RPJL WITH
NONSTRUCTURAL HEADER (4) #12-14 x 3/4° SDFs, (2) ON ANGLE SECURE TO HEADER
Florida yoense .
POST AND BASE RAIL
TOP OR BOTTOM, (2) ON SIDE -�
WITH.(4) #12 14 x 3/4° SDFs
NOTE: AT ROLL -UP DOOR (2) ON TOP, (2) ONSIDEFC ORICIP.
OPENINGS,. POST SHOULDBE FLU . .01 • • • a
ITH, RAIL END. TS WINDOW RAIL (OR GIRT
CLIP O T1TO RAIL ONLY ON FOR VERTICAL SIDING OPTION) //�� ONAL I \
SIDE OPPOSITE THE OPENING.
VTSCONTINUOUSBASERAIL CAROLINA CARPORTS INC
NON-STRUCTURAL HEADER; WINDOW �.
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
4 NON-STRUCTURAL HEADER CONN. DETAIL s s _
- Not To Scale Scale Not To Scale
Not to BECHTOL ENG/NEER/NG o MKB . NTS . '.
AND TEM NA I=
RR "OLa G18001
- TWOGEOMMOOM. MMW1 001. AW WkWHALS YEM 040am
TB ' SHEET 4 OF 5
1
2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4)'912-14 z 3/4"'
SDF.'S, (2) ON BOTTOM,
(2) ON SIDE
OR -
2'z4".16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST POST/RAFTER CONNECTION
WITH (4) #12-14 is 3/4" SDPs,
(2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN. DETAIL
Not To Scale'
i `1-1/2'.x 1-1/2. x:2" 16 GA CLIP
ANGLE SECURE TO RAFTER
�. AND GABLE RAIL WITH (4)
#12-14 x 3/4'. SDFs, (2) ON TOP,
(2) ON BOTTOM
DF_s
.(Z) UN I Ur, (Z) Ury JIUt TS GABLE RAIL
TS RAFTER POST
GABLE RAIL TO RAFTER POST
C_ONNEC_TI.ON_DETAIL
Not To Scale
#12-14 x 3/4" SDF
@ 12" O:.C.
;A.
NIPPLE TO 3116'
DBL. HDR. TS RAFTER POST
6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
6" LONG TS NIPPLE
SECURE EACH WITH ' LONG TS NIPPLE TS POST
(4) #12-14'x 3/4- 1/8• SECURE WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS
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TS BASE RAIL
0 0
OUBLE TS HEADER
LJ LJ
TS POST 3/16' NIPPLE TO
DBL. HDR.
8 . RAFTER POST/DBL. HEADER,DETAIL 9 RAFTER.POST/HEADER I ETAIL-
Nof To Scale Not To Scale
1-1/2" x:1-1/2" x 2" 16 GA CLIP ANGLE
SECURE iO RAFTER POST AND
-GABLE RAIL WITH (4) #12-14 x 3/4" SDF s;
TOP AND BOTTOM . NIPPLE TO. 3/16' .61 LONG TS_ NIPPLE
RAFTER SECURE WITH (4) #12-14 x 3/4' SDFs
TS RAFTER 12' LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12=14.x 3/4' SDFs, .
1-1/2 x 1-1/2". z 2' 16 GA CLIP ANGLE
SECURE -TO RAFTER AND GABLE --'
RAIL WITH (4) #12-14 x 3W. SDFs, '
(2) ON TOP., (2)'ON, BOTTOM
24" 16'GA U-CHANNEL BRACE (5 TO i POST)
6' LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO V POST)'
SECURE RAFTER AND POST TS GABLE RAIL BRACEAANGLE SHALL'BE MIN.'45'
TO NIPPLE WITH (4) #12-1*x 314' TO:MAX. 60° FROM HORIZONTAL.
SELF -DRILLING. FASTENERS TS RAFTER POST
TS RAFTER POST
SIDE EXTENSION
GAi3LE RA+.4-TO-RAFT-E.R P-O.S-T =RAFTER/POS-T-DE--T-AIL
11, CONNECTION DETAIL ? Not To Scale
NM To Scale '
TS POST - Imo—
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TS NON-STRUCTURAL .—
HEADER
II II
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN! 26 GA. galvanized steel with �T
baked on epoxy primer & polyester top coat
SWINGING DOOR I
(Size varies, see plan) I
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I
ITS POST
I
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A
A SECTION
Not To Scale
#12-14 x 3/4' SDF
@ 12" O.C.
3/16' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
io BASE RAIL CONNECTION DETAIL
Not To Scale
TS RAFTER POST
2'x4' 16 GA PLATE (ONE REQUIRED)
SECURE TO.EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14 x 314`SDFs;
(2) ON POST, (2) ON,RAFTER
TS LEAN-TO RAFTER
2"x2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH: (4) #12=14 is 3/4"
SDPs; (2) ON RAFTER,
(2) ON POST
POST./ LEAN-TO RAFTER CONN..DETAIL
� 3 Not To Scale
-::- ---- _ -- - N .3
Th6mas B I, P,E
Florida License o.
•'��UF
ORIDP
/O/VqL ENG�•
CAROLINA CARPORTS, INC.:
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
01/02118
AUBECHTOL ENGINEERING . MKB 'O1E NTS
AND TESMA Mr. '
G18001
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