HomeMy WebLinkAboutPLANSFBC APPROVED PRODUCTS, IT TABLE t
MAXIMUM ALLOWABLE RAFTER rrT..ME, END POST, GROUND ANCHORAND PANEL FASTENER SPAC/NG SPECIFICATIONS
WIND SPEED
PRODUCT CATEGORY I SUBCATEGORY
STRUCTURAL COMPONENTS ROOF DECK
STRUCTURAL COMPONENTS I STRUCTURAL WALL
STRUCTURAL COMPONENTS I FLOOD VENT
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
SWINGING
SWINGING
ROLL -UP
ROLL -UP
MANUFACTURER
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
FLOOD FLAPS, LLC
8x16 Flood Flap
ELIXIR DOOR AND METAL COMPANY
Series 402-14
ELIXIR DOOR AND METAL COMPANY
Series 407
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door- 8' Wide
CAROLINA CARPORTS, INC
APPROVAL
No. & DATE
CIA
EXPIRATION
DATE
FL6596.1-R5
04/05/27
10/10/17
FL6702.1-R5
03/14/27
10110/17
FL17381.1-R2
09/27/19
10/03/17
FL17996.3-R1
09/14/20
01/29/18
FL17996.5-R1
09/14/20
01/29/18
FL16806.2-R4
11/11120
06/18/19
FL16806.4-R4
11/11 /20
PARTIALLY
OPEN ENCLOSED JENCLOSED
180 180 1 180
180 I 180 I 180
N/A N/A N/A
N/A 156 1 131
N/A 165 147
N/A I 180 I 180
WA 180 172
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM
PURLINS, ANDWOSTS OR•GIRTS
WIND
ULTIMATE
NOMINAL
POST/RAFTER
(INCHES)
INTERIOR
END
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
71, 1 TO 150
89 T 110 6
5.0
6
I
C
151 TO 180 I
117 TO 139
4.0
6
6
NOTES: 1. Specifications applicable to 26 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 vary.
110
ULTIMATE
160 170
Steel Roll -Up Sheet Door -19 Wide
06/18119
`
16
' t0x
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC.
FL16806.1-R4 11/11/20 N/A 179 154
=
18
Steel Roll -Up Sheet Door- 17Wide
06/18119
20
e
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC.
FL16806.3-R4 11A1/20 N/A 155 133
r7
22
Da0110
Steel Roll -Up Sheet Door - 16'Wide
06/18/19
0
24
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC.
FL8888.01-R5 12/31/19 N/A 180 174
26
Model 203 - Max. 12' Wide
10/06/17
m
28
cho
LNU:il
WINDOWS SINGLEHUNG MI WINDOWS AND DOORS
FL17499.1-R5 10/17/23 N/A 175 157
30
1C
Model 185 SH
03/27/19
DETAILS ICAND 1 D SHOWN ON SHEET 4 OF 6
NOTES:
I DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDIOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET'
A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL.
'
B COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMEWS
��;���®®�
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®®,'•
E1�D�IAII-�/�
COMPLIANCE
SUBSTITUTED PRODUCT.
c 4 p y g/� ®UN
0. B�FJ`V'E
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 NOT0
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. S IHUGTURES'ARE,DESIGNED'AS. NON -HABITABLE' UTILITYSTORAGE BUILDINtiNGS-(MSK-CA7EGORY7�79FA�LEOF'SUPPORTIll-a DEADYOADOFTHESTRLICTURE-ANDAPPL-ICABCELIVEANDWINDtOADS-IMPRQ MENTS S
NOT SPE 7FI'CAL1l'ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR O`I'F1E'R-cONIP6NENTS-NOT-tlsTEDiNTREBBC AP-P' OVED PRnUC'1' ISS-C T (T-HTS-SREETj,`AND'NOT'PROVIDED-MmiiSTACEDBY-CAROLINA 7U
CARPORTS, INC., WHICH 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 OF ADDITIONAL LOADS, T
A
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AI,!Z Rf3A -MEEE F HT E D__ESIGNIPRESSU_R_ES'R_EQUIRED_B)'_T�HT- �IEFLOR �UICDINGCODE(FBCpAT'THqjeME-^^-�
AUON.OF�THSDTCDINGWITHIN-THESTATFOF-ram
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 .4XW1 .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 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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1l2' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. FILE C O PY
9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS. P
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH
EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2.000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-112' x 2-112' TUBE STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-1W x 2-1/4' TS WITH 2' x 2' TS NIPPLES.
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
OPENINGS SET WITHIN 1-FOOT 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 It FLOOD VENT PER
EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
METAL CARPORT INSTALLATION PLANS
AND DETAILS AND FRAMING AND
FASTENER SPECIFICATIONS
FOR-GONSTROCTTON7N TiiE-STATE-OEFLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY.
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
RECEIVED
OCT 0 8 2019
ST. Lucie County, Permitting
SCANNED
BY
St. Lucie County
VI,C. \��, R H • �,,
Off'' VCENS '•.'S' ��
BECHTOL ENGINEERING ANp TESANG3NF8
605 WEST NEW YORKAVENUF
DELAND. FLORIDA a2T20
CnnlSwb or No.
Q\
C STATE OF
Thame .E i��`s'•.FCORIDp;. ''GN
FkMa Llm No.
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CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
7/15/19
BECHTOL ENGINEERING RR _ _ NTs
AND TEST1111fy Lie
rmaieo�ro,ri�en.r¢mws�e,e,mme� '� RR n G19001
TS SHEET10F6
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
FLOOD VENT (As eppOmge)
ROLLdIPDOOR SWINGINGDOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (AsappllcaNs)
(As appriceNe) (As SpWirade)
_
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL S10E ELEVATION
TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
NOTTOSCALE
NOT TO SCALE
NOTTOSCALE NOTTOSCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF
FLOOD VENT (As epprimNe) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGINGDOOR
(As eppScaeie) (AS ePP6mbie) (AS SW=ble) (As aWcable)
q _ _
W(idiftdiYP.ICALIEND ELEVATION 1,I,;_TcS„_; TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TO SCALE NOT TO SCALE NOTTOSCALE NOTTO 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
FLOOD VENT (As apPEble)
ROLL -UP DOOR SWINGINGDOOR
ROLL -UP DOOR SWINGING DOOR
RIB Imil
(As aWcaNe) (As epp6wble)
(As Wade) (As app6®bie)
`
LLL
cLOseo LEWdIRVAI3E
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
NOT TO SCALE NOTTOSCALE
NOTTOSCALE
NOTTOSCALE
NOT TO SCALE
NOTTOSCALE
\\\"Nj%jI DI))),////
SAS R
BECHTOL ENGINEERINI AfS TESTING, INC. %
605 WESr NEW YORK AVENUE— •• O
DELAND, FLORIDA 32720 No. 3853 r
Cedifitate o/ Goa _
I. P.E�
u,a.p ••. STATE OF
Raida
CAROLINA CARP61 .„ , • i\\�
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
NOTTOSCALE NOTTOSCALE NOTTOSCALE �BECHTOLENG/NEER/NG -•— RR Nrs
AND TESTING, M.
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TB sHEEr20FS
-1�
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
12
J —2C 16 GA UCHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 314' SDFs AT
EACH END (4 PER BRACE)
2VNAI URAPIERSPANONSINGLERAPIER
.24'TO3PRAFTERSPANREOWp ATR FDY
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOTTOSCALE
LENGTH VARIES DEPENDING ON
ip4ZmX•1, , I
SIDE WALL
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURERS
NSTALLATION INSTRUCTIONS
7
12
�1�\tee Q3
>2V
W'1Tn10
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) 412-14 x 3/4' SDP's AT
EACH END (4 PER BRACE)
SEE
TABLE 1
SHEET
TYPICAL RAFTERROST FRAMING PLAN - BOX SAVE
NOT TO SCALE
SEE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH NONSTRUCTURAL
I OF HEADER
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
SEE
TABLE 1
SHEET
12
SEE
TABLE 7
SHEET
s
IOF6
4
LENG VARIES DEPENDING NUMBER
AND SPACING OF RAFTERS
TE
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
GAUGE FURRING
-24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-74 x 3/4' SDFb AT
EACH END (4 PER BRACE)
RAFTER SPAN ON SWRAPIER
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-72' 78 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 46' O.C.
i-6•
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL ROOF EXTENSION OPTION
END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS F
NOT TO SCALE NOT TO SCALE (BOX EAVE RAFTER
24.16 GA UCHANNEL BRACE (5-TO 7' POST)
48.16 GA U-CHANNEL BRACE (8-TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30'
BOTH SIDES
WELD ALL WEB
CONNECTIONS,
BOTH SIDES -
OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
LEAN-TO FRAMING PLAN
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
MAIN STRUCTURE
BECHTOL
Thomas
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1' ENS ••yTO��
WAND TESTING, INC.' 1'
Bc No.38538 =_
r) STATE �W\
CAROLINA CARPOM 11 C.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
f
BECHTOL ENGINEERING m� RR ".MSAND TESTING, Inc.
RR f G19861
TB SHEET 3 OF
'INSTALL 12'X MINIMUM 5'TAPCON REDHEAD LOT
ANCHOR OR 12' X MINIMUM 5-12' EXPANSION AN(
THROUGH BASE RAIL WITHIN 6' OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POSTALONG END WALL SECTIONS
X--1 1--2-MINIMUM
2-12' EMBEDMENT
MIN.)
�._ CNCRBASE RAIL ANCHORAGE
DRILL SIB' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH Ur DIAMETER
THROUGHSOLT
w
MINIMUM4'
TS CONTINUOUS
BASE RAIL
(SEE GROUND ANCHOR
SCHEDULE, SHEET 1 OF 6.
FOR REWIRED ANCHOR)
CONTINUOUS 4'
CONCRETE PAVEMENT
EYE ANCHOR-�*
� CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPEN CARPORTS WHERESLAS EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113)
TS TRUSSED RAFTER CHORD, / \
DR NONSTRUCTURAL HEADER _
\
TS END POST OR DOOR/
WINDOW FRAME POST
>
2'x2W' 16 GAANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASENOINDOW RAILOR
/
WU AND RAFTERCHORD/LWITH
NONSTRUCTURAL HEADER
2 GA IF ROLL -UP DOOR FRAME)
/
(4)412-14 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
4 Not To Scale
INSTALL 12' xMINIMUM S'TAPCONREDHEADLOT
ANCHOR OR I2' x MINIMUM 5•I2' EXPANSION ANCHOR
DRILL5/6'HOLETH
THROUGH BASE RAIL WITHIN 6' OF EACH
BASE RAILAND
RAFTER POSTS ALONG SIDES AND EVERY END
ANCHOR EYE WITH ID
WALL POSTALONG END WALL SECTIONS
THR
1. •' .. dr :.�� 1
CONTINUOUS 4' CONCRETE PAVEMENT
��CONCRETE BASE RAIL ANCHORAGE
�B Not TO Scale (OPTIONAL -OPEN CARPORTS ONLY)
24. 16 GA UCHANNEL BRACE (S TOT POST)
46.16 GA U-CHANNEL BRACE (a TO W POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX 60' FROM HORIZONTAL
TS RAFTER
4
6' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) 012-14 x 3/4' SDFs
IV;Ia1taT11'1(
%BOX EAVEIRA U IERIP,OSiT'DETAI
E '��� Not toSWaT"`>•x -- "-
TS RAFTER POST
1-12' x 1-17 x 2' 16 GA CUP
ANGLE SECURE TO
POSTAND BASE RAIL
WITH (4) #12-14 x 3W SOFs,
(2) ON TOP, (2) ON SIDE
TS CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scale
TOP OFASPHALT PAVEMENT
rASHERS DRILL SIB' HOLE THROUGH THE 2' WASHERS
BASE RAILAND SECURE TO
TS CONTINUOUS ANCHOR EYE WITH Ur DIAMETER TS CONTINUOUS
BASE RAIL THROUGWBWT BASE RAIL
TOP OFASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYEANCHOR
SIB' ROD 4W LONG
WITH W HELD(
OR SEE;GROUND ANCH.,_.
SW ROD 6D' LONG G FE GULE SHEEP B,
WITH THELLE FOR �PPI:iG1®ILiT1'jT"i
AS APPLICABLE
f �B7A'SE f2AIL�QEEP ANGI;IORAGE° _
z`'.-�..7 7NotTo Seal¢
NOSCREWS
REQUIRED
IN BOW BEND
TS BOW RAFTER
EYEANCHOR U (SEE GROUND ANCHOR
SIB' ROD 3(' LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL 4'HELIXFOR APPLICABILITY)
24' 16 GA UCHANNEL BRACE IS TO T POST)
48' 16 GA UCHANNEL BRACE IS TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX 60' FROM HORIZONTAL NIPPLE TO
BASE RAIL
3'
t g G'LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) 012-14 x 314'
TS RAFTER POST SELF-DRIWNG FASTENERS
BOW RAFTER/POST DETAIL
Not To Sink
POST
2' x 2' x 2' I6 GAANGLE CUP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIUGIRT WITH (4) 012.14 x 3W SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
NONSTRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
,'-�RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
8BASE RAIL ANCHORAGE
t� Not3o Saale -
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3W SDPs
RAFTER POST
CONTINUOUS BASE RAIL
r.� �POST/BASE RAIL CONN. DETAIL
� Not TO Smle
ING
j'� .• LICFNS y
i
i
NO 38538 '•O -
.Qop
<pRIDA lG��
0 A.E4?0``�.
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
awaa�A°rc"o'a�c"«`cLL rxwawOr....w w•ew w..ti ruw.00
— 7115119
BECNTOL ENGINEERING R NTS
AND TESTING, 1.
R G79001ro"B
SHEET OF
C
TS
END P(
Not To Scale
2Y2'42' 16 GAANGLE CLIP
SECURE TO POSTAND
RAFTER WITH (4)012-14 x 3V
SDFS, (2) ON BOTTOM,
(2) ON SIDE
OR
2' 4' 16 GA PLATE
SECURE TO EACH SIDE OF
POSTIRAFTER CONNECTION
WITH (4) #12-14 x 3/4'-SDFs,-
(2) ON POST, (2) ON RAFTER
CONN. DETAIL
CLIP ANGLE SECURE TO
RAFTER POSTAND GABLE
RAIL WITH (4) #12-14 s 3V' SDF's
(2) ON TOP, (2) ON SIDE TS GA
' 16 GA CUP
TO RAFTER
. WITH (4)
-6. (2) ON TOP,
RAIL \
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
"^ Naresa�e
2-1/4' FOR
12 GA FRAMING
2.12' FOR
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 314' SDFS
AT EACH END (4 PER BRACE) —
BRACE SECTION
I" To Sale
NIPPLE
DBL. HD
LONG TS NIPPLE
:CURE EACH WITH
1 #12-14 x 3/4'
R.F-DRILLING FASTENERS
--12 GA TS POST
��RAFTER POST/DBL. HEADER DETAIL
a Nol To Sale -
1-1/2' x 1.12' x 2' 16 GA CUP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) 012-14 x 3/4' BE
TOP AND BOTTOM i
1-12' x 1-1?x 2' 16 GA CUP ANGLE
. SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4-SDPs,
(2) ON TOP; (2) ON BOTTOM
11B NvtTo6tslo.
S' LONG TS NIPPLE
SECURE RAFTER AND POST
TO NIPPLE WITH (4) 012-14 x 314-
SELF-DRILLING FASTENERS
1 RAFTER POST
RAIL TO RAFTER POST
CTION DETAIL
YIhKFUiI
4G IS NIPPLE
RE WITH (4) 412-14 x3/4'
DRILLINGFASTENERS
DOUBLE TS HEADER
NIPPLETO
DBL HDR.
RAFTER POST/HEADER DETAIL
Not To Scale
RAFTER 12'LONGTS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4' SDFs.
' 24. 16 GA U•CHANNEL BRACE (S TO T POST)
46' 16 GA U-CHANNEL BRACE IS TO W POST)
RAIL- BRACE ANGLE SHALL BE MIN. 4S'
TO MAX 60' FROM HORIZONTAL
G'LONG TS NIPPLE
SECURE WITH (4) #12-14 x 3/4' SDF's
RAFTER POST
SIDE EXTENSION
RAFTER/POST DETAIL
Nare sm.
TS LEG POST TS LEG POST
1-12' 1S GAUGE FURRING CHANNEL FASTENED
ITS
TO EACH RAFTER WITH (2) #12.14 x 3r4' SDF TS RAILS POSTS
SPACED NOT MORE THAN 48. O.C. / \
26 GA. METAL ROOF
PANEL
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
B'
-- r-0' I —
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
1'
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
6' LONG TS NIPPLE
SECURE EACH WITH (4) 012-14 x 3/4'
SELF-DRILUNG FASTENERS
POST
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Iv NW To Scale
TS RAFTER POST
2-0' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHERSIDE OF
POSTIRAFTER CONNECTION
WITH (4) 012-14 x 3/4' SDFs,
(2) ON POST, (2) ON RAFTER
ITS LEAN-TO RAFTER
272Nr 16 GAANGLE CUP
SECURETOPOSTAND
RAFTER WITH (4) IM2-14 x 3/4'
SOPS. (2) ON RAFTER,
(2) ON POST
I" POST/LEAN-TO RAFTER CONN. DETAIL
TNe
BECHTOL
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CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
°" 7/1S/I9
BECHTOL ENGINEERING RR NTS
RR G19001
AND TESTING, /..�.
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VERTICAL SIDE OPTION
GIRTS
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SEE
TABLE 1 OPENING FOR SWINGING DOOR
SHEET TWI TH NONSTRUCTURAL HEADER
17 MA1L OPETNG FOR
RM-UP DOOR WIIII
TYPICAL END
WALL OPENINGS POST/RAFfER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
GRTS
(T7P-U
1-1? 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER NTH (2) #12-14 x 314-SELF-DRIWNG
8•—I I— / FASTENER SPACED NOT MORE THAN 48. O.C.
OPENING FOR SWINGING DOOR
WI TH NONSTRUCTURAL HEADER
TYPICAL POST/RAFfER/GIRT FRAMING PLAN -
NOTTOSCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE. NOT TO SCALE
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3 539 —
ST
.CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
rrd ° 7115/19
BECNTOL ENGINEERING RR Nrs
AND TESDNG, /nc
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