HomeMy WebLinkAboutCarport Installation Planr
FBC APPROVED PRODUCTS LIST
MAXIMUM.
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
ALLOWABLE
No. & DATE
WIND SPEED
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL20717.1'
180
26 Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
F-20727.1
180
26 Gauge AG Panel
10/13/16
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3
139
Series 462-14
09/07/115
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND.METAL-COMPANY
FL17996.5
170
Series 407
09/07/15
EXTERIOR DOORS
ROLL -UP-
ASTA.INDUSTRIES INC.
FL8888.1
180
Model 203.
05/31/15
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2
139
Model 100 VS
01/06/16
WINDOWS
SINGLE HUNG
MI.WINDOWS AND DOORS
FL17499.1
180
Model 165 SH
08/05/16
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
-0(
ST. LLCTE CQL, +NYC Pir%MI )N
REVIEWED.FOR
REVIE X D BY
DATE
PLANS AND.P....:. MUST BE KEPT ON JOB
OR NO INSPECTION NVILL-BE MADE.
TABLE I.
RAFTER FRAME,. END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPEancAT/ONS ;
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR,'
MAXIMUM PURL_ INS; AND POSTS_ OR GIRTS
WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) a t.. CONCEALED
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END ARE THE
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTSIRAFTERS CON
110 TO 150 89 TO 116 5.0 6 6'
C
151 TO 180 117 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.
GROUND"ANCHOR SCHEDULE . .
.ULTIMATE WIND $PEED (mph)
110 A 20: 1.30..140 150:.160 170 186
�.
w
O;:Z24
12
14
16
EX
30" Anchor
Detail'iD
48"Anchor
Detail
.
1 C
J
0
26
m
28
30
_
60" Anchor
Detail.l C
DETAILS 10AND 1D SHOWN ON SHEET 4 OF 5.
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 (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 SHALL BEAT THE OWNER'S RISK: SECHTOL ENGINEERING AND.TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO
THE APPLICATION OF ADDITIONAL LOADS. J, THESE PLANS AND ALL PROPOSED WORN
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. ARE SUBJECT TO ANY CORRECTIONS.
REQUIRED BY FIELD INSPECTORS THAT
4. FASTENMETAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. MAY BE NECESSARY IN ORDER TO
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. COMPLY WITH ALL APPUCABLE CO®ES,
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2506 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 46.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST AND 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.
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 F
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 Authorisation No. 60005492
r
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.
111111//
ING, INC.'
605 WESTfiEWiftOC[ii7li00W "•.
Certificaq%t lion — 92 w
i�
i
Thomo: t41, P.
Florlda{I • .38538
r
0 o fAr
®i=
.rn-
1 E a
CAROLINA CARPORTS, INC.
(, ) ( BC FE 2014) - RESIDENTIAL, AND SECTION " ° °" a 6/20l17
1816.1 OF THE FBC FE 2014 -BUILDING. BECHTOL ENG/NEER/NG RR NTS
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. AND TESUNG, I=TB ""pL1a G17001
� — a AMwmws =0 wcceas � SHEET 1 OF 5
.BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING. - HORIZONTAL ROOF
BOW -FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
_
(As applicable) (As.appllcable)
F7=ENCLOSED LENGTH VARIES
- -
.TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL END ELEVATION"
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE 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
IBOXIEAVE FRAME RAF1 i --
.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 appligbte)
(As applicable) (As applicable)
TYPICAL SIDE
ELEVATION TYPICAL END
TYPICAL
END ELEVATI
TYPICAL S{DE ELEVATIO
-ELEVATION
NOT TO SCALE NOT.TO SCALE
NOT TO SCALE -
N— OT•TO
SCALE '
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
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 SVYINGING.DOOR. .
(As'appllcable) (As applicable)
ROLL DOOR' SWINGING DOOR
(As apppp licable) (As applicable)
— --_---
OSE GT
TYPICAL SIDE ELEVATION TYPICAL,END ELEVATION
TYPICAL END. ELEVATION. ' .
TYPICAL SIDE ELEVATION TYPICAL:END. ELEVATION
TYPICAL SIDE ELEVATION.'
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE .
NOT TO SCALE NOT TO SCALE
BECHTOL
'605 WEST NE
DELAND, FLO
Thomas chtol,T
AAR
CAROLINAI� INC.
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION " 6/20/17
NOT TO SCALE NOT TO SCALE NOT TO SCALE mor BECHTOL ENGINEERING RR " NTS
AND 7ES7ING, Inc,
TB
cWIMMIc GMTEWW L MMNVWAL um UUMS Tempe ftoa s oar ffr. nna.rn: G17001
� TB 81EET 9 OF 5
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-.14x 3/4" SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C.'SPACIN I2
�24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #1P-14 x'3/4" SDF's AT
EACH END (4 PER BRACE):
24'MAXIMUM. RAFTER SPAN ORSINGLE RAFTER
44' TO 36' RAFTER SPAN REOUIRES A TRUSSED"RAR
AS SHOWN ON THIS SHEET
TYPICAL
INTERIOR. RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
-OPENING FOR SWINGING
DOOR WITH.NONSTRUCTURAL
-HEADER
12MAX.OPENING
FOR ROLL -UP DOOR'
WITH STRUCTURAL
HEADER
107 (TYPICAL)
UC/ OPENING FOR WINDOW .7
NONSTRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS. FRAMING PLAN AND WINDOW RAIL
(Also aongwble to End WaOsl
NOTTO.SCALE
2C 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4".SELF-DRILLING
SCREWS AT EACH END
(4 PER BRACE)
7-1
—26 GA GALVANIZED METAL ROOF PANELS FASTENED 26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH#12-14 x 3/4' SDPs WITH CONTROL TO PURLINS WITH #12-14 x 3/4' SDF s WITH CONTROL
SEAL WASHER.(o3 AVERAGE 6' O.C. SPACING SEAL WASHER Q AVERAGE 6" O.C. SPACING
-- _ - Q3 1-I/2' 18 GAUGE FURRING
�� � / Via_ CHANNEL(PURLIM
`24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
0
(2) #12-14 is 3/4" SDPs AT
_
EACH END (4 PER'BRACE)
w
24: MAXIMUM RAFTER SPAN ON SINGLE. RAFTER -
>24' TO 30' RAFTER SPAN REQUIRES•A TRUSSED RAFTER
AS SHOWN ON THIS SHEET -
TYP.IC"AL�INTEF310R
RA' ER/ • ST
ECTION - BO E_A E - HORIZONTAL ROOF
% RAM
NOT TO SCALE
VARIES DEPENDING ON
IOX'EAVE
SEE
TABLE 1
SHEET
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
NONSTRUCTURAL
HEADER
'24" 16 GA U-CHANNEL BRACE
F
=
FASTENED TO RAFTER WITH
w
(2)'#12-14x.3/4' SDF's AT
?
EACH END (4 PER. BRACE)
W
J
' 24' MAXIMUM RAFTERSPAN.ON SINGLE RAFTER .
-�
-24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
O-
- AS SHOWN ON THIS SHEET -
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION .- VERTICAL ROOF
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED,
TO EACH RAFTER WITH (2) #12-14 x 314" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C. '
SEE
1BLE 1
3
4
IENG .. VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER:FRAMING PLAN
NOT TO SCALE
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER)
TYPICAL BOW RAFTER GABLE END. FRAMING PLAN
NOT TO SCALE'
FULL 6" WELD
BOTH SIDES
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
FULL 6" WELD
BOTH SIDES
2-1/4" FOR
12 GA FRAMING
2-1)2" FOR
14 GA FRAMING
2"
Y•GLU /ALL YYCO II 16 GAUGE U-CHANNEL BRACE
CONNECTIONS, BOTH SIDES IIIJII FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDPS
AT EACH END (4 PER BRACE) —
OPTIONAL 24'A" TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTION
NOT TO SCALE Not To Scale
17112" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3W SDF
SPACED NOT MORE THAN 48- O.C.
26 GA. METAL ROOF
PANEL
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
BECHTOL
605 WEST NE
DELAND,FLO,
Certificate of A
i
//
CAROLINA CAR
BECHTOL ENGINEERING
AND TESTING, Inc.
oolatwM•. crmmww. tfnem4UtNat, ue UUMS MM 06NON
te�mm�wotr�rc0000s.m
6538 C =
r -
•
C.
6/20/17
RR NTS
TO °RO N° G17001'
TB SHEET 3 OF 5
INSTALL 1/2' x MINIMUM 5' EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 6"EXPANSION ANCHOR `
THROUGH BASE RAIL WITHIN 6" OF EACH DRILL 5/8" HOLE THROUGH THE 2' WASHERS DRILL 5/8' HOLE THROUGH THE
RAFTER/BOW POSTS ALONG SIDES OR INSIDE THROUGH BASE RAIL WITHIN 6" OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO 2" WASHERS
EVERY OTHER ENO WALL POST ALONG END RAFTER.POST ALONG SIDES AND INSIDE ANCHOR EYE WTTH 1/2' DIAMETER
WALL SECTIONS EVERY OTHER END WALL POST ALONG END TS CONTINUOUS ANCHOR EYE WITH 1/2'. DIAMETER TS CONTINUOUS
WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT
BASE RAIL
4' MINIMUM 2' MINIMUM MIN. 6" 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
EYEANCHOR
5/8' ROD 48' LONG
WITH 6" HELIX rEE
. " OR
' 5/8' ROD'60" LONG GROUND ANCHOR
EYE ANCHOR (SEE,GROUND ANCHOR
MINIMUM 4" WITH 7' HLDX SCHEDULE, SHEET 1 OF 5, 5/8'. ROD 30' LONG SCI-IEDULE,.SIiEET 1 OF 5,
AS APPLICABLE FOR REQUIRED ANCHOR) WITH DBL 4°HELIX 4, FOR APPLICABILITY)
12•
ONOLITHIC CONC. FOOTING (2500 PSI MIN:) CONTINUOUS 4• CONCRETE PAVEMENT
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE.BASE RAIL ANCHORAGE '} �SCO�NTCRETE BASE RAIL ANCHORAGE �o� BASE RAIL DEEP ANCHORAGE BP+�SE?RAIL ANCH- R�AT6E
1Not To Scale OPTIONAL=OPENCARPORTS ONL Sir (OPTIONAL) ( Not To Snle Not .Sral-To��^-- i
DRILL 5/8" HOLE THROUGH THE 2' WASHERS 24.16 GA U-CHANNEL BRACE (5' TO POST)
BASE RAIL AND SECURE TO 4W 16 GA U-CHANNL'BRACE'(& TO 14' POST) TS BOW RAFTER 6' LONG TS NIPPLE -
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) #12A4 x 3/4' SDFs
REQUIRED
NIPPLE TO 3/16' IN BOW BEND 5°
RAFTER -
4" 16 GA U-CHANNEL. BRACE (V TO T POST)
TS RAFTER 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST
BRACE ANGLE SHALL BE.MIN.45°
9-1/2' BRACE
MAX. 60° FROM HORIZONTAL NIPPLETO 3/16"
" (SEE GROUND ANCHOR L BASE RAIL °
SCHEDULE; ,
TS CONTINUOUS BASE RAIL
MINIMUM 4' SHEET 1.OF 56' LONG TS NIPPLE 6" 3" FOR REQUIRED ANCHOR)' SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4° SDFs 36'_ LONG TS NIPPLE
CONTINUOUS 4" ", SECURE RAFTER AND POST TO
CONCRETE PAVEMENT NIPPLE WITH (4) 12-14 x TS RAFTER POST TS RAFTER POST SELF -DRILLING FASTENERS
•
EYE ANCHOR . �!BOX!IEAVE RAFTER/POST DETAIL BOW RAFTER/POST DETAILPOST/BASE.RAIL CONN. DETAIL
CONCRETE BASE RAIL ANCHORAGE ?B Not To Scale o Not To Scale
1 E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18)
TS POST
,����I�►lt�Il
2" x 2" x 2" 16 GA ANGLE CLIP
TS RAFTER POST SECURE TO POST AND TOP OF BECHTOL ENQ{�1 •171 C
HEADER, OR BOTTOM OF WINDOW 605 WEST NEW �bkR M1E' • .
TS TRUSSED RAFTER CHORD, RAIUGIRT WITH (4) #1244 x 3/4' SDPs DELAND, FLORIII %..%CEN-90 ••• y /1
OR NONSTRUCTURAL HEADER (2) ON TOP OR BOTTOM, (2) ON SIDE Cartiflcate o1 o qR No01
TS END POST OR DOOR/ • •••• ® i
WINDOW FRAME POST ' 2"x2'x2" 16 GA ANGLE CLIP • C. 3
SECURE TO POST (EACH SIDE 1-1/2' x 1-1/2' x 2" 16 GA CLIP TS NONSTRUCTURAL
TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH Thomas Be
ANGLE SECURE TO HEADER Florida Ucengg • ; Qi
NONSTRUCTURAL HEADER (4) #12-14 x 3/4° SDFs, (2) ON POST AND BASE RAIL
TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 x 3/4" SDPs, (2) ON TOPSTATE OF (v
NOTE: AT ROLL -UP DOOR , (2) ON SIDE j /�(\•••
OPENINGS, POST SHOULD"�•' �� CRIDP• . • •�+_����
' �TS WINDOW RAIL (OR GIRTBE FLUSHWITH RAIL END./ S ' • • av \
SIDE OPPOSITE THE OPENING. FOR VERTICAL SIDING OPTION) ' CLIP POST TO RAIL ONLY ON
//ONAL'�;`\\\ `
"�TSCONTINUOUS BASE RAIL NON-STRUCTURAL HEADER WINDOW
POST TO RAIL, TRUSS CHORD, OR CAROLINA CARPORTS, INC.
4 NON-STRUCTURAL HEADER CONN. DETAIL 5 END POST/BASE RAIL CONN. s RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale Not To Scale -
6/20/17
BECHTOL ENGINEERING °"N° RR. NTS
AND TESTING, Inc.
w4sLaM txmmNN.. DWF4 bM " Wnxws TMMNG •reams 'ate TB °" G17001.
`""""�"'0 w " "° TB SHEET 4OF5
A
-2"xTx2" 1 B GA ANGLE CLIP
SECURE TO POST.AND
RAFTER WITH (4) #12-14 x 3/4"
SDF's, (2) ON BOTTOM,
(2) ON SIDE
TS END POST
7 END POST/RAFTER CONN. DETAIL
Not To Scale
—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' SDF's, 2 ON TOP,
1-1)2" x 1-1/2" x 2" 16 GA 2 ON BOTTOM
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) 412-14 x 3/4" SDFs
2 ON TOP, 2 ON SIDE TS GABLE RAIL
TS RAFTER POST
GABLE RAIL TO RAFTER POST
�1 CONNECTION DETAIL
Not To Scale
NIPPLE TC
DBL. HDR:
6" LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
TS POST
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
1-1/2" x 1-1/2' x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH'(4) #12-14 x 3/4" St
TOP AND,BOTTONI
TS RAFTER POST
6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
"LONG TS NIPPLE TS'POST
1/8" SECURE WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
i
i
r r-t
TS BASE RAIL
OUBLE TS HEADER
3/16" NIPPLE TO _
DBL. HDR.
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
9 RAFTER POSTMEADER DETAIL
J 'Not To Scale BASE leRAIL CONNECTION DETAIL T
NIPPLETO\ 3/16-
RAFTER
RAFTER 12' LONG TS NIPPLE..
6" LONG TS NIPPLE .
SECURE WITH (4) #12A4 x 3/4" SDPs
SECURE POST TO NIPPLE.
WITH (4) #12-14 x 3/4' SDF's,
rRA,L
x 2116 GA CLIP ANGLE
O RAFTER AND GABLE --
(4) #12-14:x 3/4' SDFs,
ON TOP, 2 ON BOTTOM L
24' 16 GA U-CHANNEL BRACE (5' TO 7' POST)
6' LONG TS*NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45"
f0 NIPPLE WITH.(4) #12-14 is 3/4" TO MAX. 60" FROM HORIZONTAL
SELF -DRILLING FASTENERS TS RAFTER POST
?S RAFTER POST
-JDeE_E�XTEN=
GABLE RAIL TO RAFTER POST :Rl�F�TI�ER/,P�OS�T�DE,TAIL.
CONNECTION.DETAIL 12 Not To Scale
11 B Net Tr! sale
!7 TS POST t r
#12-14 x 3/4" SDF TS NONSTRUCTURAL
@ 12" O.C. HEADER
3A.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer $ polyester top coat.
I
SWINGING DOOR j
(Site varies, see plan)
oI
I
TS POST
INTERIOR
A SECTION
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 is 3/4" SDF's,
2 ON POST, 2 ON RAFTER '
/TS LEAN-TO RAFTER
�2"xTx2" 16 GA ANGLE CLIP
SECURE TO POST AND --
RAFTER WITH (4) 912-14 x 3/4'
SDF % 2 ON RAFTER,
2 ON POST
13 "�S'IOEAN-....�T._4-RA `E-- �Of II D;E AIL
J Not To Scale
BECHTOL EN(�I Nt6161"fi d
605,WESTNEW UE
DELAND, FLORI 0� �%
Certificate of Au 549
Flo. 3 38
�=
#12-14 x 3/4" SDF /) �
@ 12" O:C. i J
Thomas chtol.0. '
Florida Lice �� RATE ®�
EXTERIO
NAL
CAROLINA CARPORTS, INC.
� oi4un r
BECHTOL ENGINEERING ""^ ' 'RR — `NTS
MT�AND TESTING, Inc.
MWUNG GUY—WrIL WARDNV6M AW W.A. I.N. 1401033s oar TB °1 "m G17001
TB I SHEET 5 OF 5