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TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM
PURLINS, AND POSTS OR GIRTS
WIND
ULTIMATE
NOMINAL
POST / RAFTER
(INCHES)
INTERIOR
END
I
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTER:
B, C, or D
151 TO 180 I 117 TO 139 1 4.0
M
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. Specfications 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
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL20717.1
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
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
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
oUANNFE)
'+ I B
1 iriP county
CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 28DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS
SHALL BE:
31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1-1/2 INCHES ELSEWHERE.
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE
WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR
HOT DIPPED GALVANIZED.
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, 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
1
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 FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER
6. ALL SHOP FRAMING CONNECTIONS SHALL BEWELDED.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6" OF EVERY OTHER INTERIOR 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.
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 FIFTH EDITION (2014) (FBC FE 2014)- RESIDENTIAL,
AND SECTION 1816.1 OF THE FBC FE 2014 -BUILDING.
Flle Copy
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESRONSIBILRY OF THE
DOHTMOTOR OF RROOU
THLSE PLANS AND ALL PROPOSED WORTS
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED DY FIELD INSPECTORS THAT
9 MAYBE NECESvQARY IN BIRDER TO '
COMPLY;W(TH-AAltiPPLICAP! E CODES.
�- lloq - 0-64 S
5T,Li1 Tr COUNTY BUILDTING DIVISION
REVIF.«'ED FOR AIPLIANCE
MEV"II"'E .l
DATE '
PLANS A_'D PE i1IT N UST BE KEPT ON JOB
Cr.NO INSPECTION WILL BE MADE.
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.
CAROLINA CARPORTS, INC.
2T24/17 _
SECHTOL ENGINEERING "'"^ RR - NTS
AND TESUNG, lne.
TB w G17001
"9RO"a TB SHEET 10F4
A
•
26 GA GRLVANJWD METAL HOOF PANELS
FASTENED TO RAFTER WOH •12-14 x W4' SDP$
WDHOONTROLSEALWASHER
(SEE TABLE I FOR FASTENER SPACING)
BOX EAVE OPTION
SIOE EXTENSION
(4 PER BRACE)
MONOLITHIC SLAB FOUNDATION
12
Q3
6• TY P.
ANNEL GRACE
RAFTER
RAFTER
SELF-0RIWIWNG
0
LDH END
w
W
J
Q
FINISH GRADE
0
OR TOP OF
CONCRETE
b
IP.ICALyBOWAFAFrT,ER SECTIONPe
ANCNORS xOT PEDYNED WINI L
CONGEEIESI OR Z SKEI73 O0N Not To SWIG T]rIC '
IbEEOEIARf OR29NET3CFQ l�
26 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTER WITH
x 314- SDF% WIIN CONTROL SEAL WASHER 12
(SEE TABLE I FOR FASTENER SPACING)---.,,3�j�`\
26 GA.
1
•12-14 x W'4' S
OONNECTIONS,
e'WELD ALL SIDES
EOTHSIDES
BOXEAVEOPTION
3
4) SIDE EXTENSION
INISH GRADE
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
(OPEN
CARPORTS
SLAB
(OPEN CAPPORTS ONLY)
TRUSSED BOW SECTION
Not To Stl CONANCHWtS NOTWW WED Wl]H
C ETE BIAS CONSTRYC7M
(SEE DETM 1 OR 2SfEET3OF 4)
BOX SAVE OPTION
LEAN-TORAFTERSET
MONOLITHIC SLAB FOUNDATION
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
(• -- - ----- ----- } RAFTER SPAN
ANCHORS SLAS ONRFDWITH
CONCRETEDUAL
bI O 2.SHEET 3OFN.
(SEE ORNL 1 OR2, SNiEI]OF4)
TYPICAL SIDE/LEAN-TO EXTENTION SECTION
Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER)
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
rSEEAISOLESEE
OPTIONAL
28 G0. RaANFy
SIDE OR END
PANELS
TABLE 1
SHEETI OF4
SEE TABLE 1SEE
SHEET OF
26 G .
R-0ANEL ROOFING
TABLE 1
SHEET OF
6'
6
6'
uit'AIORSNDTREDUNFD Wtm ROUND OSTAN 3 ®EACH
(otEDVfE lOF2.SKO73 Wl tt RARERPOSTANOEVERYO
(SFEDETNLIm261aFTJOFq yDE;EL-EVATIONIwfy INTERIOR RARER POST LOf
yTo^ (SEE DETAIL 3, SHEET 30F1
4 Em HEADER TABL-E 1. SKEET 10F 0
SWINGING
END WALL OPENING
Not TOSTz1]
GABLED OPEN END WALL SECTION
Not To Scale
2S W GALVAND'EDMRALSIDE PANELS.
SECURE WALLPANELS TO RAPIER F93TSAND
SNOPOSTSWOH•12-14M INASLF4IRILLWG
(SESCREWSWI I FOR FASTENER
WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
� rROUNDPoST®END
7 PDSTLOCAnoN9
(SEESHEET3)
INCNORSROTREOIIIRFDN1a1
CONCRETE $CORbIMK]pR
(SEE ORAR lCR251a:Ei]6'4)
TABLE 1, SHEET 1 OF4
iA. GALVANIZED
CAL ROOF PANELS
26 GA
ROOF
BOX SAVE OPTION
9 MONOLITHIC SLAB FOUNDATION B
2. 4
3 (OPEN UOUSCON
CARPORT,,; EESIAB
(OPEN CARPORTS ONI.r)
14'-0• MAX. SP
ANCNORWSAJ3, WIXm Ni1H
CWEoStXLIO WNSI 3QF4)
ISEE DETAL 100. 2, $MEET 9 DF 11
'13D' W TH DBL4'HELa WITHN
S.
OF EACH RAFTER WITH E%TENSIONS
(SEE DUAL 3, SNEET3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
r
OVERALL LENGTH VARIESsl
DEPENDS ON NUMBER AND SPACING OF BOWS
• , °,;;
�I�I
I�I�I
I�
�I�I
I�I�I�Ii
a .a•: -. a •
�I
SIDE OPENINGS
Not TO Sc N
END WALL SECTION
Not To Boole
C(MCRIbNOTREDNfa uCll1
(SEEMAsIO c SHIFF 3OF 4)
(bEE DETAL 1 OR ; bIFET 3 OF I)
--SEE TABLE I, SHEET I OF
,,-26 GA GALVANIZED
METAL ROOF PANELS
TS ENOWALL POST
--26 GA GALVANIZED
METAL SIDE PANELS
—GROUND ANCHORS @ EACH END
RAFTER POST AND EVERY OTHEF
END POST LOCATION
(SEE DETAIL 3 ON SHEET 3 OF 4)
NOTE:
14 GA FRAMING IS 2-1rI' x 2-=' TUBE STEEL (TS).
12 GA FRAMING IS 2-1W x 2-11V TS.
NIPPLES ARE 2-1/4-x 2-1/4' 14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2- x 2' 12 GA TS FOR 12 GA FRAMING.
,x\xIIIIIIII//i,
BECHTOL
605 WEST HE
0
Flodda 4tass W
A •'•. g'fP SOP'
���'�'cFSS I ON?�``�•
CAROLINA CARPORTS, INC.
224/17
MBECHTOL ENGINEERING �^• RR NTS
AND TESTING, /na
rnau]c F orAmlNOR.L uo IYIwuA+w•lo Drame O°� TB M0f G77001
TB SHEET201
Ask
INSTALL 12' x MINIMUM 5' EXPANSION ANCHOR
INSTALL 112' x MINIMUM S EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6' OF EACH
THROUGH BASE RAIL WITHIN S OF EACH
RAFTERBOW POSTS ALONG SIDES OR INSIDE
RAFTER POST ALONG SIDES AND INSIDE
EVERY OTHER END WALL POST ALONG END
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS
WALL SECTIONS
NO SCREWS
MINIMUM 2' MINIMUM
MIN. 6'
REQUIRED
IN BOW BEND
MINIMUM 2-12'EMBEDMENT
MINIMUM 2-1/2'EMBEDMENT
T—
' '•
9-1I2'
12
ir
MINIMUM 4'
6'
CONC. FOOTING (2500 PSI MIN.)
WITH 2 #5's CONTINUOUS
�1 CONCRETE BASE RAIL ANCHORAGE
NoITO Seale (OPTIONAL)
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 12' DIAMETER
WASHERS
TS CONTINUOUS
BASE RAIL
CONTINUOUS 4'
CONCRETE PAVEMENT
EYEANCHOR
6/8' ROD 30' LONG
WITH DBL4' HELIX
ALTERNATE CONCRETE BASE RAIL
Not To Scale (WHERE SLAB IS TOO NARROW TO USE
EXPANSION ANCHOR BOLTS)
TS RAFTER POST
2'x4- 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) 912-14 x 3/4' SDPs,
2 ON POST, 2 ON RAFTER
TS LEAN-TO
2'x2'xT 16 GA ANGLE CUP
SECURE TO POST AND
RAFTER WITH (4) 012-14 x 314-
SDFs, 2 ON RAFTER,
2 ON POST
RPOST / LEAN-TO RAFTER CONN. DETAIL
NM To Sple
CONTINUOUS 4' CONCRETE PAVEMENT
GCONCRETE BASE RAIL ANCHORAGE
Not To Sale (OPTIONAL- OPEN CARPORTS ONLY)
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 12' DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
WASHERS
EYEANCHOR U
5/8' ROD 30' LONG
WITH DBL4' HELD(
��rBASE1RAIL'(ANC HQRAGEFt
�� 4No4To Sale :wl
2-12'
GA FE
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4-SOPS
AT EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
3'
RAFTER
24.16 GA U-CHANNEL BRACE (5- TOT POST)
48.16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
24' 16 GA U-CHANNEL BRACE INTO T POST)
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60° FROM HORIZONTAL
Fade Copy
91. ta1�:7
1 LONG TS NIPPLE
S LONG TS NIPPLE SECURE POST TO NIPPLE WITH
73' SECURE RAFTER AND POST TO (4)#12-14x 3/4'SOPs
I NIPPLE WITH (4) #12-14 x 3/4- i
RAFTER POST SELF -DRILLING FASTENERS TS RAFTER POST
BOW�;F2AFITER/Ps0-_S,T;DEREEiTAIL
�dNut TO Sraale
NIPPLE'
RAFTER
12' LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4' SOFs,
24. 16 GA U-CHANNEL BRACE IS TO T POST)
48' 16 GA U-CHANNEL BRACE IS TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
S LONG TS NIPPLE
SECURE WITH (4) #12-14 x 3/4' SOPS
RAFTER POST
SIDE EXTENSION
%1 RAFTER/POST DETAIL
Nat To Srala
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
GA, METAL ROOF PANEL
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
�1 BOX EAVE RAFTER/POST DETAIL
Not To Sale
9-12'x 1-12'x T 16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) 012-14 x 3/4' SDPs
2 ON TOP, 2 ON SIDE
RAFTER POST
1-12' x 1-12' 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
RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
/ Not To Seale
NOTE:
14 GA FRAMING IS 2-1W x 2-112' TUBE STEEL ITS).
12 GA FRAMING IS 2.1/4' x 2-1W TS.
NIPPLES ARE 2-1/4' x 2-1/4.14 BATS FOR 14 GA FRAMING.
NIPPLES ARE 2' x 2' 12 GA TS FOR 12 GA FRAMING.
r1
r-1
S NIPPLE
ACH WITH (4) #12-14 x 3/4'
LING FASTENERS
POST
r�1 RAFTER POST/DBL. HEADER DETAIL
Not To Scale
2WW 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4-
SDFS, (2) ON BOTTOM,
(2) ON SIDE
END POST
(-��END POST/RAFTER CONN. DETAIL
" Not To S1•ale
#12-14 x 3/4' SDF
12.O.C.
3A.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA galvanized steel with
baked on epoxy pdmer 6 poyester top coat
RAFTER POST
6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
SELF-0RILUNG FASTENERS TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
'LONG TS NIPPLE TS POST
1/S• SECURE WITH (4) #12-14 x 3/4' TS END POST ORDOOR/
SELF -DRILLING FASTENERS WINDOW FRAME POST 2'xTx2' 16 GA ANGLE CUP
SECURE TO POST (EACH SIDE)
o TS BASENViNDOW RAIL OR AND RAFTER CHORDIRAIL WITH
r l—NONSTRUCTURAL HEADER (2) ON SIDE
TOP OR
TS CONTINUOUS BASE RAIL BOTTOM,
NIPPLE TO
DBL. HDR.
�1 RAFTER POST/HEADER DETAIL
Not To Scale
TS RAFTER
1.1/7 x 1-1/2' x 2' 16 GA CUP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4' SDFs,
(2) ON TOP, (2) ON SIDE
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scaie
TS NONSTRUCTURAL
HEADER
SWINGING DOOR
(Size vades, see plan)
POST
N
3/16' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scale
POST
2' x T x T 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIUGIRT WITH (4) #12-14 x 3/4' SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
(-7 RAIL, OR GIRT TO POST CONN. DETAIL
r Not To Sgie
INTERIOR
SECTION
A Nat TO Srale
#12-14 x 3/4' SDF
® 12' O.C.
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
�1 NON-STRUCTURAL HEADER CONN. DETAIL
Y Not To Srale
NIPPLETO
BASE RAIL
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4' SDFs
RAFTER POST
CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
� Not To Smle
NOTE:
14 GA FRAMING IS 2.1/T x 2-12 TUBE STEEL (TS).
12 GA FRAMING IS 2-1/4' x 2.1/4' TS.
NIPPLES ARE 2-1/4' x 2-1W 14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE T x T 12 GA TS FOR 12 GA FRAMING.
'3