HomeMy WebLinkAboutApproved PlansTABLE 1
BOW/RAFTER FRAA._, END POST, GROUND ANCHOR AND PA..tL FASTENER SPACING
SPECIFICATIONS
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
P.O. BOX 1263
AVERAGE FASTENER SPACING
DOBSON, NORTH CAROLINA 27017
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
ON -CENTERS ALONG RAFTERS OR
FL20717.1
ENGINEERING AND TESTING, INC.
2BECHTOL
G p
26 Gauge AG Panel
MAXIMUM
PURLINS, AND POSTS OR GIRTS
STRUCTURAL WALL
WIND
ULTIMATE
NOMINAL
POST I RAFTER
(INCHES)
P"
INTERIOR
END
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
Series 402-14
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
B, C, or D
115 TO 150 I 89 TO 116 1 5.0 1 6 1 6
151 TO 180 I 117 TO 139 1 4.0 1 6 1 6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames.
2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer.
3. 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.
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
P.O. BOX 1263
(1
DOBSON, NORTH CAROLINA 27017
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC,
FL20717.1
ENGINEERING AND TESTING, INC.
2BECHTOL
G p
26 Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL20727.1
26 Gauge AG Panel
10/13/16
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3
Series 402-14
09/07/15
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
Model 203
05/31/15
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2
Model 100 VS
01/06/16
GENERAL NOTES:
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
1 D JAN 2 4 2,� FOR CONSTRUCTION IN THE
STATE OF FLORIDA
o�Yyo
NO $nom
CONCRETE FOUNDATION DE y�1\ T OMMENDATIONS:
CONCRETE SHALL HAVE A MINIMUM & OG Op 1PRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS. T
COVER OVER REINFORCING STEEL 2C O
FOR FOUNDATIONS, MINIMUM CONCRETE C 'EINFROCING BARS
SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONIC O(� LP 'AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH C 'A 0 'O THE EARTH OR
WEATHER AND 1-112 INCHES ELSEWHERE.
�O
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRAD, O�
�2^
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CON • G ID NOT
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVAP 2i\ !� RDANCE
WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTOR: O` ITS AND
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE ST/, 2� OR
HOT DIPPED GALVANIZED. 11%
Q
OG�
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 LIMITi
TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS 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 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.
3. ALL STEEL TUBING SHALL BE 50 KSI 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.
5. ALL FIELD CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS.
6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6" OF EVERY OTHER INTERIOR P05T LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.
GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TI'IE 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 SU13GRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL,
AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE pRESPO"BMYOF THE
wn� 1111Y I OR OF
'I'HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY:IN.ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
LApu t- n3j
CT ST. LT rOUNTY RIT11 T`rNG nIVISION
REVIEWED FOR CO LLL.CE
REVIEWED RY
DATE 7
PLANS AND PERINUT MUST BE KEPT ON JOB
OR NO ENSPECT10N WILL BE BLADE.
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,
FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
BECHTOL
605 WEST NE'
DELAND, FLO
\\\\a 1W I1%
nOF . z
iii:` •'•., FLOR\0?:• �C9\�
CAROLINA CARPORTS, INC.
11/30/16
BECHTOL ENGINEERING RR EX NTs
AND TESTING inc.
rn ucrzc»xr y m wx„ww ,wo wmws msnxo moxme • TB ° G16001
TB SHEET1OF4
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
(1
DOBSON, NORTH CAROLINA 27017
PREPARED
BY.
ENGINEERING AND TESTING, INC.
2BECHTOL
G p
605 WEST NEW YORK AVENUE
?>
DELAND, FLORIDA 32720
—�
Certificate of Authorization No. 00005492
o�Yyo
NO $nom
CONCRETE FOUNDATION DE y�1\ T OMMENDATIONS:
CONCRETE SHALL HAVE A MINIMUM & OG Op 1PRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS. T
COVER OVER REINFORCING STEEL 2C O
FOR FOUNDATIONS, MINIMUM CONCRETE C 'EINFROCING BARS
SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONIC O(� LP 'AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH C 'A 0 'O THE EARTH OR
WEATHER AND 1-112 INCHES ELSEWHERE.
�O
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRAD, O�
�2^
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CON • G ID NOT
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVAP 2i\ !� RDANCE
WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTOR: O` ITS AND
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE ST/, 2� OR
HOT DIPPED GALVANIZED. 11%
Q
OG�
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 LIMITi
TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS 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 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.
3. ALL STEEL TUBING SHALL BE 50 KSI 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.
5. ALL FIELD CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS.
6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6" OF EVERY OTHER INTERIOR P05T LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.
GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TI'IE 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 SU13GRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL,
AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE pRESPO"BMYOF THE
wn� 1111Y I OR OF
'I'HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY:IN.ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
LApu t- n3j
CT ST. LT rOUNTY RIT11 T`rNG nIVISION
REVIEWED FOR CO LLL.CE
REVIEWED RY
DATE 7
PLANS AND PERINUT MUST BE KEPT ON JOB
OR NO ENSPECT10N WILL BE BLADE.
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,
FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
BECHTOL
605 WEST NE'
DELAND, FLO
\\\\a 1W I1%
nOF . z
iii:` •'•., FLOR\0?:• �C9\�
CAROLINA CARPORTS, INC.
11/30/16
BECHTOL ENGINEERING RR EX NTs
AND TESTING inc.
rn ucrzc»xr y m wx„ww ,wo wmws msnxo moxme • TB ° G16001
TB SHEET1OF4
—WELD ALL WES
LEAN-TO RAFTER SET
LEA
CONNECTIONS,
\-B-
BELOW TOP OF LEO
OVERALL LENGTW :SEI
WELD ALL SIDES
3 MONOLITHIC SLAB FOUNDATION 6
OVERALL LENGTH VARIES
BOTH SIDES
DEPENDS ON NUMBERA - - AI
26 GGALVANIZED METAL ROOF PAN,
A
—�
DEPENDS ON NUMBER AND SPACING OF
BOWS
30'-0"
FASTENED TO RAFTER WITH #13.14 x SO' SOPS
R SI
RAFTER SI
ANLHORS NOT REQUIRED WITH
6 SIDE EXTENSION
WISH GRADE
MONOLITHIC SLAS FOUNDATON OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
WITH CONTROL SEAL WASHER.
(OPEN CARPORTS ONLY)
--40'-0" MAX. RAFTER SPA
TRUSSED BOW SECTION
(SEE TAKE 1 FOR FASTENER SPACING)
12
(SEE DETAIL I OR 2 SHEET OF 4)
Q3
4 8
BO%EAVE OPTION
S 3
6"TYP. GA.RPAI-
TIE REND
26GA.
ROOFING -J—D
$IpEEMENSION 24.18 GA BM
SIDE
ENOSFASTENED
H
TORAFTERWITH
TO RAF E
Z
LS
PANELSSCBE
x
FATBLLING(4PEWSAEACH
SA14
EACH
END(4PERBMCE
21
O�
SEE TABLE 1 SEE TABLE 1 SEE TABLE 1
SEE TABLE 1
NUMCUDRSPAN"12L'T
1 OF 4 SHEET 1 OF 4 SHEET 1 OF 4
SHEET t OF 4
WISH GRADE
0
S• 8"
MONOLITHIC SUBFOUNDATION
CONCRETE
2
E DOWN ENGINEERING, 30" LONG WITH
3
CONTINUOUSCONCRETESIAB
(OPEN CARPORTS ONLV)
5/6" R00 AND DBL 4" HELIX EYE ANCHOR
(SEE DETNL 3, SHEET 3 OF 4)
30'-0" MAX. RAFTER SPAN
3
ANCHORS HOT MOORED WITH
GROUND ANCHORS @ EACH END
TYPICAL BOW RAFTER SECTION
CONCRETE
EEM A IOR2 SSHEET30F4j SIDE ELEVATION
RAFTER TERIORPOST AND EVERY OTHER
ATIO
INTERIOR MFT LOCATION
SIDE OPENINGS
ANCHORS SILASCREQUIRED NSTRUITN
Not To Soak
SILAS CONSEST
Not TO Scale 2`
SHIEST
, L-0^1 0( 9, SHEET30F 4)
(j7\
Not TO Emla
3 OF 4)
(SEE OETAILI DR 3.BXEET90F4)
SEE DETAIL
l. -Q!
26 GA GALVANIZED METAL ROOF
PANELS FASTENED TO METER WRH
2-14x 34° SDFS WITH CONTROL SEAL WASHER
12
(SEE TABLE I FOR FASTENER SPACING)
3
Inc•.n+ictn^.�I�S•-n^,�F'll'�I�.'-TI'++"E'.fl•�-1'-0
6EETABLEI.SHEET101`4
:..v Ma Ms MAX MAX MAX MA
—WELD ALL WES
LEAN-TO RAFTER SET
LEA
CONNECTIONS,
\-B-
BELOW TOP OF LEO
WELD ALL SIDES
3 MONOLITHIC SLAB FOUNDATION 6
3
BOTH SIDES
Z4
CONTINUOUS CONCRETE SLAB
6 BOX EAVE OPTION
30'-0"
3
R SI
RAFTER SI
ANLHORS NOT REQUIRED WITH
6 SIDE EXTENSION
WISH GRADE
MONOLITHIC SLAS FOUNDATON OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(SEE DETAIL 1 OR2, SHGT30F4j
(OPEN CARPORTS ONLY)
--40'-0" MAX. RAFTER SPA
TRUSSED BOW SECTION
Not To Stele
ANCHORS NOT REQUIRED WITH
CONCRETE SVB LONSTRRCOQN.
(SEE DETAIL I OR 2 SHEET OF 4)
#12-14 x 314" SDFS WITH Cot
(SEE TABLE 1 FOR
BOX EAVE OPTION
3
LEAN-TO RAFTER SET
LEA
3
BELOW TOP OF LEO
(BOW FRAME OR BD%EAVE)
3 MONOLITHIC SLAB FOUNDATION 6
3
Z4
CONTINUOUS CONCRETE SLAB
3 (OPEN CARPORTS ONLY)
30'-0"
14'-W MAX. SP
R SI
RAFTER SI
ANLHORS NOT REQUIRED WITH
CONCRETE STAB CONSTRUCTION
(SEE DETAIL 1 OR2, SHGT30F4j
TYPICAL SIDE/LEAN-TO EXTENTION SECTION
Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER)
26 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL PANELS TO RAFTER POSTS AND
END POSTS WITH #12-14 x W4' SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
ENDWALL TS POST
ANCXORa IM? REQUIRED WITH
END WALL OPENING CONCRETE SLAB CnNSTMNcraN
(SEE DETAIL t OR 2. SHEET 3 OF 4)
Not To Scab
GABLED OPEN END WALL SECTION
Not To Scale
6 4
4 4
ANCHORS NOT REQUIRED WITH
CONCRETE SIAB CON3TRUCMN.
(SEE DETAIL T OR 2' SHEET S OF d) END WALL SECTION
Not To Smla
26 GA GALVANIZED METAL ROOF
PANELS FASTENED TO AFTER WITH
#12-14 x XV SOPS WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TABLE 1, SHEET 1 OF 4
iA. GALVANIZED
fAL ROOF PANELS
BOX EAVE OPTION
T I MONOUTHIC SLAB FOUNDATION
3 S
4
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0" MAX. SPA
ANCHORS NOT REOU IREO WTN
CONCRETE BLAB CONSTWCTON.
(SEE DETAIL 1 OR 2, SHEET 3 OF 4)
I6' x 3D' WITH DBL 4- HELIX WITHIN
V OF EACH RAFTER WITH EXTENSIONS
(SEE DETAIL 3, SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
ANCHORS NOT REWIRED WITH
CONCRETE SLAS CONSTRUCTIWI.
(SEE DETAIL I OR Z SHEET 3 O 4)
TABLE I. SHEET I OF
26 GA. GALVANIZED
METAL ROOF PANELS
ENDWALL POST
METAL SIDE PANELS
ROUND ANCHORS @ EACH END
RAFTER POST AND EVERY OTHER
END POST LOCATION
(SEE DETAIL 3 ON SHEET 3 OF 4)
NOTE:
14 GA FRAMING IS 2-1/2" X 2-1/2" TUBE STEEL (TEL
12 GA FRAMING IS 2-1/4' x 24/4" TS.
NIPPLES ARE 2-1/4" x 2-1/4" 14 GA TS FOR 14 GA FRAMING
NIPPLES ARE T x 2" 12 GA TS FOR 12 GA FRAMING.
BECHTOL ENGINEERINJ R#W irt$" IF, INC.
605 WEST NEW VORKAVE �y�ryj • I
CerBBceteof AUIDA QQ
NoN2atict
'� Fbrida LfmnsalaOYE � I
r F F
P F
FIIEI,IT )TAT®®OP T�L,�tf�:
10
CAROLINA CARPOIRLITT 'JNC.
1212116
BECHTOL ENGINEERING = "^L' RR 4wT: NTS
AND TESTING, Inc
4MaW�42Dnc MV . oNwaMmma, Mo NNonNs TRoNRSN. `°"` TS "°' G16001
""E°'TB SHEET 2 OF
45TALL 1/2' x MINIMUM 5- EXPANSION ANCHOR
THROUCHBASE RAIL WITHIN 6" OF EACH
RAFTER/BOW POSTS ALONG SIDES OR INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS
MINIMUM Y MINIMUM
- MINIMUM 2-112' EMBEDMENT
MONOLITHIC CONIC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 MS'S CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
Na To Scale (OPTIONAL)
DRILL 5/e' HOLE THROUGH THE r2' WASHERS
BASE RAIL AND SECURE TO /I
ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
/-SASE BASE RAIL
CONTINUOUS 4'
CONCRETE PAVEMEWT
EYE ANCHOR
5/8" ROD 30" LONG
HELIXWITH DBL 4*
ALTERNATE CONCRETE BASE RAIL ANCHORAGE
Not To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE
EXPANSION ANCHOR BOLTS)
TS RAFTER POST
2'X4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) 114'. 1"SDPs,
2 ON POST, 2 ON RAFTER
TS
INSTALL 1YC x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN W OF EACH
RAFTER POST ALONG SIDES AND INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS NO SCREWS
REQUIRED
F�-1-MIN. 6- IN BOW BEND
2-1/2" EMBEDMENT
CONTINUOUS 4" CONCRETE PAVEMENT
r„�CONCRETE BASE RAIL ANCHORAGE
� Na To 6cale (OPTIONAL -OPEN CARPORTS ONLY)
DRILL S/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 112" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE,
EYEANCHOR u
5/8' ROD 30'LONG
WITH DBL4'HELM
TS CONTINUOUS
BASE RAIL
s BASE RAIL ANCHORAGE
Na ro s6.r
RAFTER 24' 16 GA U -CHANNEL BRAC -E0 7' POST)1 1
48" 16 GA U -CHANNEL BRACE (S O 14' POST) E
BRACE ANGLE SHALL: BE MIN. 45' a�
N� TO MAX. 60' FROM HORIZONTAL 1 � W
24.16 GA U -CHANNEL BRACE (5' TO 7' POST)
48' 16 GA U -CHANNEL BRACE (8' TO 1W POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
SECURE RAFTER AND POST TO
NIPPLE WITH (4) 114"x 1"
POST
SELF -DRILLING FASTENERS
BOW RAFTER/POST DETAIL
2 NM To Scale
RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4)1/4"x 1• SDPs
POST
%1 BOX EAVE RAFTER/POST DETAIL
� Na To Scale
NIPPLE TO 3/18'
6" LONG TS NIPPLE
RAFTER
SECURE WITH (4) 1/4-x1• SDF's
12" LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH 14)1/4' x P SDF'S,
-
1-1/2"x 1-1/2" x 2" 16 GA CUP
ANGLE SECURE TO RAFTER
AND GABLE RAIL W/ 41/4"x1"
SDPs, 2 ON TOP, 2 ON BOTTOM
o
1-1/2' x 1-1/2' x Z'16 GA
6"
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4)1/4"x1' SOPS
2 ON TOP, 2 ON SIDE TS GABLE RAIL
24.16 GA U -CHANNEL BRACE (5' TO T POST)
48' 16 GA U -CHANNEL BRACE (8' TO 14' POST)
TS RAFTER POST
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
TS RAFTER POST
SIDE EXTENSION
sRAFTER/POST DETAIL
Na To 8,816
1-1/T 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 3/18" x 1" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
METAL ROOF PANEL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
/ Not TO Scale
NOTE:
14 GA FRAMING IS 2-1/2' x 2 -IW TUBE STEEL (TSJ
12 GA FRAMING IS 2-1/4"x 24/4" TS.
NIPPLES ARE 2-1/4" x 2.1/4.14 GA TS FOR 14 CA FRAMING.
NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING.
/ GAF FOR
14 GA FRAMING 18 STNGAUGE U -CHANNEL BRACE O ••, .�j$ QR �' \
2A FRA I FASTENED TO THE POST AND ��'•, ••p�OR)aP•°••• ��
2'x2'x2" 16 GA ANGLE CUP 12 GA FRAMING RAFTER WITH (2)114"x T' CE) TS RAFTER / \`
RAFTER WITH (4SECURE TO �4- x D Al EACH END (4 PER BRACE) //S'ONA1. O' \\�`\\
SDF's, 2 ON RAFTER, 1,4
2 O POST ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS) CAROLINA CARPORTS INC.
OST / LEAN-TO RAFTER CONN. DETAIL/ LEAN-TO RAFTER CONN. DETAIL Not To Scale S
g
Na T. scale BRACE SECTION 11/30)16
Nal To Sa I6 ANE58ECHTOL ENGINEERING
e.....ce..w_ .ti RR NTS
NIPPLE TC
DBL. HDR.
2
6' LONG TS NIPPLE
SECURE EACH WITH (4)1/4'x1"
SELF -DRILLING FASTENERS
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
2"x2'x2" 16 CA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) 1/4" x 1"
SDP's, (2) ON BOTTOM,
(2) ON SIDE
END POST
END POST/RAFTER CONN. DETAIL
' Not To Scale
1/4"x 1" SDF
a 12" O.C.
3A.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA, galvanlzed steel with
baked on epoxy primer & polyester top coat.
RAFTER POST
6' LONG TS NIPPLE
SECURE WITH (4) 1/4"x 1"
SELF -DRILLING FASTENERS
TS HEADER
NIPPLE TO
DBL. HDR.
RAFTER POST/HEADER DETAIL
Not To Scale
TS RAFTER POST
1-12" x 1.112"x 2"16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) 1/4'x1" SDF's,
(2) ON TOP, (2) ON SIDE
"—TS CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
�,Not To Scale
TS NONSTRUCTURAL
HEADER
SWINGING DOOR
(Size vanes, see plan)
TS POST
on
6" LONG TS NIPPLE
SECURE EACH WITH (4)1/4'x 1"
SELF -DRILLING FASTENERS
- QTS POST
CONTINUOUS BASE RAIL
TO
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scats
POST
2"x 2"x 2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) 1/4'x 1"SDP's
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
�� Not To Scale
A SECTION
Not To Scale
114'x 1' SDF
12" O.C.
�1=
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST
TS BASEANINDOW RAIL OR
NON-STRUCTURAL HEADER
2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORDIRAIL WITH
(4) 1/4'x1" SDF's, (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
6" LONG TSNIPPLE
SECURE POST TO NIPPLE
WITH (4)1/4'x 1' SDF's
NIPPLE TO 3/16"
BASE RAIL
TS CONTINUOUS BASE RAIL
Is POST/BASE RAIL CONN. DETAIL
� Not Ta Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1a' TUBE STEEL ITS).
12 GA FRAMING IS 2-1/4" x 2-1/4" TS.
NIPPLES ARE 2.1/4' x 2.1/4" 14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2' x 2' 12 GA IS O 1 (If ft FRAMING.
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Florida Licei ee.NQ,3 STATE OF
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