HomeMy WebLinkAboutMETAL CARPORT INSTALLATION PLANSFBC APPROVED PRODUCTS LIST GENERAL NOTES:
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM COMPONENTS AND CLADDING,
MAX. 1. AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING,. ELECTRICAL, INGRESS/EGRESS,G
PRODUCT ARPROV QA �L[QVI/; �ES ROPERTYSEr-RACKS FINISRFLOOKELEVAT1ON-AND-SLOPE; OR -OTHER- OCAL70NING:REQUIREMENT�ARETHE-RESPONSIBILITY-
SUB. CATEGORY MANUFACTURER EXPIRATION PRESSURE OF OTHERS.'
q. CATEGORY No: & DATE 7 WIND
DATE (00
$PEED 2. THESE STRUCTURES ARE DESIGNED AS.NON-HABITABLE UTILITY/STORAGE BUILDINGS:(RISK CATEGORY I) CAPABLE OF SUPPORTING
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 +57:3 / -62:5 NCLUD N DQO.RS; WINDOWS OR OTHER COMPONENTS OMPON NTS NOT LISTEDA N THE FBC APPRN VS NO SPUGIF.. T ICALLYADDRESSEDHEREIN,
O ED. PRODUCTS LIST (THIS SKEET), AND NOT.
26Gauge AG Panel 10/10/17 PROVIDED AND. INSTALLED BY CAROLINA CARPORTS, INC.; WHICH EXERT ADDITIONAL LOADS ON'THE STRUCTURE SHALL BE AT THE
OWNER'S: RISK. ,BECMTOL ENGINEERING AND TESTING, INC., SHALL- NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/2.7 180 +57.3 ! -62:5 bUE TO THE APPLICATION OF ADDITIONAL LOADS:
26 Gauge-AG:Panel 10/10/17
STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAP-S,-LLC FL17381.1-R2 09/27/19 N/A N/A 3. ALL STEEL TUBING SHALL.BE 50 KS1 GALVANIZED STEEL. ALL FASTENERS:SHALL BE GALVANIZED: OR STAINLESS STEEL.
806 Flood Flip
10/03/17 4, ALL COMPONENTS AND CLADDING SHALL BE.INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.,
EXTERIOR DOORS SWINGING. ELIXIR DOOR AND METAL COMPANY FL17996.3-R1. 12/03/18' . 139 +40:0 /-40.0 5. . ALL FIELD FRAMING :CONNECTIONS SHALL BE:912-14 x 3/4". SELF DRILLING SCREWS WITHOUT�CONTROL"SEAL WASHER. ALL SHOP
Sedes402-14.' : 01/29/18
FRAMING CONNECTIONS SHALL BE WELDED.
EXTERIOR DOORS SWINGING. ELIXIR DOOR AND METAL COMPANY FL17996.&R1 :09/14/20 170 +40.0 /-45.0 6, . CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE
Series 407 01/29/1:8
„
. MINIMUM GRADE 40.: CONCRETE SLAB: FOUNDATIONS SHALL BE'.
E REINFORCED: WITH 6X6-W1 .4XW1 4 WELDED -WIRE FABRIC
COMPLYING -WITH ASTM q 185, OR WITH SYNTHETIC.FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
EXTERI
OR DOOROOR S ROLL-UR. ASTA.INDUSTRIES INC. ' FL8888.1-R5 12/31/18 180 +55.8 % -55.8
Model 203 10/Of3/17 7, BASE RAIL GROUND ANCHOR REQUIREMENTS: :ONE WITHIN 6" OF EVERY POSTLOCATION, AND BOTH SIDES OF OPENINGS.WHERE
BASE RAIL IS ABSENT.- GROUND ANCHORS ARE -NOT REQUIRED FOR CONCRETE FOOTING.AND%OR CONCRETE SLAB CONSTRUCTION.:
WINDOWS. SINGLE HUNG MI WINDOWSAND.DOORS FL17499.1=132 10/17/18. 1130 +5$.0l-55.0
Mode1:185 SH 12/29/17
SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR.REQUIREMENTS.
8. CONCRETE EXPANSION ANCHORS' SHALL BE:VIIEJ-IT ANKR TIT E MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
TABLE 1
.. EQUIVALENT
RAFTER FRAME, END POST GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS,
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. .
AVERAGE FASTENE. CSPACING 10. SLAB•FOONDATION SUBGRADE SOILS SHALLBE TERMITE TREATED. AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1
OWCENTERS'ALONG RAFTERS OR oN (2017).- RE 816.1 OF THE FLORIDA BUILDING CODE SIXTH
:. NS; AND POSTS. OR GIRTS. E I A o. .
MAXIMUM
PURLI
OF THE FLORIDA BUILDING CODE SIXTH EDITI, SIDENTIAL, AND SECTION 1
. (INC
HES 11. 14 GA FRAMING:. 2U1/DIN2-1 2" TUBE STEEL (TS) WITH 2N1/4 xION 4oTS NOIPPLEST BEAR
WIND ULTIMATE : NOMINAL - POST /.RAFTER
.. 12 GA FRAMING: 2-1/4' x 2-1/4" TS WITH 2" x 2" TS NIPPLES.
RISK EXPOSURE : WIND SPEED. WIND SPEED . SPACING INTERIOR' - END.THESE CATEGORY CATEGORY RK
(MPH) (MPH) (FEET) POSTS/RAFTERS POSTS%RAFTERS.. ARE SUBJECT O ANY AND ALL
110 TO 160 89 TO 116 5.0 s 6 I L E
C: 0�P
" FIELD INS INSPECTORS THAT
y
C - . - COMPLY KITH ALL APP CABLE CODES-. -
151. TO 180 117 TO 139 4.0 6
LI i:e ,4
/ /? ,.
NOTES: ]. Specifications applicable to 26. gauge Metal roof and.wall panels fastened directlto 12 or 14 gauge steel tube framing, or 18 gauge at. S`I': LUCYE= NOUN TY Y.-
BUILDINGTHIS.IS TO CERTIFY. THAT THE:CALCULATIONSAND
channel roof purlins:. RbAEWED FOR CO $PECIFICA710NS:HEREIN HAVE BEEN PREPARED BY THE.
2. Specifications applicable only for mean roof het ht of 20 feet or less, and roof slopes of 7° to.27° 1.512 to 6:12 pitch). S acin
P PP_ . Y 9 p . ( P ..) - P. . 9 . R E O. UNDERSIGNED. PROFESSIONAL ENGINEER, AND ARE IN �C
requirements for othk roof heights and/or sId e's ma .va , .
9 P . Y rY _ ACCORDANCE WITH THE'REQUIREMENTS OF SEC y
TION
(2017Y. THE PLANS,
ANCE
T
PLAN AND P R T MUS BE KE .
.. IT S E:OR NOT. SPECTION(S) W L. .JOB. � . ��®
.. MADE .
ARE VALID UNTIL`THE NEXT REVISION OF FLORIDA BUILDING
CODE'
METAL CARPORT INSTALLATION PLANS AND DETAILS. B��ESTNEyyyp'V��
Nji
j
AND
-'
T
DertiEtcate of D. nus°o-92
9.
�538 .:
FRAMING AND FASTENER SPECIFICATIONS .. -
_tNo.
7.
.. cma License N
FOR CONSTRUCTION IN THE - p:
STATE OF FLORIDA E 0
.�3fi�Nfi13 81 } A'��Fr1ri} llb9ENTS
Fiodd F "
CQI�fCiEI1LEI� F'd1.
ARE FHE :RESPONSIBILITY OF THE PREPARED FOR:
CONTRACTOR OR RECORD CAROLINA CARPORTS; INc: RECEIVED SSi�NA�`���\\
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017 CAROLINA CARPORTS, INC.
OCT 252018
PREPARED BY GENERIC PLANS FOR -USE IN THE STATE OF FLORIDA
BECHTOL ENGINEERING AND TESTING; INC. ST. Lucie County, Permitung
- 5 WEST NEW YORK AVENUE
DETAILS 1C AND 1 D'SHOWN ON SHEET 40F 5 . 60 DELAND, FLORIDA 32720' HTOEG G/ f E�ING R M
/10718
R $ :.
Cerdficate of Authorization No. 00005492 ��� '�C°4 RR. - PF6' G18001 .
cawmc MROW AL. ANYMMaus.MMM ovaM
°vmiuwmNmcrom,wooa�m. .wwvm;TB
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
TYPICAL SIDE ELEVATION
NOT TO SCALE
BOX
i n n
SIDE ELEVATION
TYPICAL SIDE ELEVATION
NOT TO SCALE . - /
TYPICAL END ELEVATION
NOT TO SCALE
N. CARPORT. HORIZONTAL ROOF
TYPICAL END ELEVATION
NOT TO SCALE
OPEN CARPORT VERTICAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING -.HORIZONTAL. ROOF
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE -
BOX EAVE FRAME RAFTER ENCLOSED BLDG :'HORIZONTAL ROOF
ROLL=UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL ENDELEVATION
NOT TO SCALE
BOX.EAVE FRAME RAFTER ENCLOSED BLDG:- VERTICAL:ROOF
ROLL -UP DOOR ' SWINGING DOOR
(As applicable) ` (Aaapplies ble)
TYPICAL END ELEVATION I TYPICAL SIDE ELEVATION
NOT TO SCALE NOT TO SCALE
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
BO.W.FRAME RRAFTER UTILITY BUILDING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
MEM (As applicable) —, (As applicable)_,
TYPICAL SIDE -ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
BOXEAVE FRAME RAFTER UTILITY.BLDG -HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
IA�-' - '/A�
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 applicable) ' (As.applicaljle) '
TYPICAL END ELEVATION TYPICAL -SIDE ELEVATION
NOT'TO'SCALE NOTTO.SCACE
TYPICAL BOX EAVE RAFTER,GABLE END ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE _
BECHTOL ENGINE AND
60S WEST NEW YORK�iV
DELAND; FLORIDA 3Z'20
certificate dfAuthgdzaiian No NO 8538 _
homes Bechtol, -
FlortdaLloense.No:395 �'. STATE OF
4 P
CAROLINA C
II II�ALS;��..
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
NE R w 6/10/18
BECHTOL ENGINEERING ^� RR
s`" a NTS
AND TE.ST/NG, Ina '
RR
CNSUMMO GMMOW—M. rM RDNVDirA4 AND W MALS =nNO ummus
TB
PRQ'N0 .G18001
SHEET 2.OF 6.
26 GA. GALVANIZED METAL ROOF PANELS, ,.
26 GA., GALVANIZED METAL ROOF PANELS
26 GA'. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED:TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
NSTALLATION:INSTRUCTIONS
INSTALLATION INSTRUCTIONS
2 12
a Q�--
12------ —
-2- Q3
-- —
1T
— —
1=1/2':18-GAUGEFURRING-- —
4
CHANNEL (PURLIN)
b
-
-
2
24' 16 GA U-CH_ANNEL BRACE
24' 16 GA U-CHANNEL BRACE
4_
FASTENED TO RAF7ER.WfiH
FASTENED, TO RAFTER WITH
(2).#12-14 x 314 SDF.'s AT'
(2) #12-14 z 3/4' SDFs AT
24° 16 GA U,CHANNEL BRACE
w
EACH END (4 PER BRACE)
_
EACH END (4 PER BRACE)(
m
FASTENED TO RAFTER WITH
SEE
c1
w
W
(2) #1214 x3/4° SDFs AT
TABLE 1
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
• "
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
_ "
- EACH END (4 PER BRACE)
SHEET
>24' TO 39 RAFTER SPAN REQUIRES'A TRUSSED.RAFTER
•1
c
>24'TO30' RAFTER SPAN REQUIRES A TRUSSED'RAFTER
1
'�
- ..
1 OF 6
_
r
.
p
ASSHOWNONTHISSHEET
4
' AS SHOWN ON THIS SHEET.'
q
24'�MAMMUMRAFTER SPAN ON SINGLE RAFTER
3E
. 24' TO 30' RAFTER SPAN REQUIRES &TRUSSED RAFTER
AS SHOWN ON -THIS SHEET -- --- -
..
_ _
4d
>
TYPICAL
TYPICAL INTERIOR RAFTER/POST
INTERIOR RAFTER/POST.FRAME SECTION.- BOW FRAME
.
FRAME SECTION - BOX EAVE .-'HORIZONTAL ROOF.
RAFTER GABLE END FRAMING PLAN
W
NOT TO SCALE
NOT TO SCALE
TYPICAL I ERIOR
NOTTYPICAL
cA
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT:TO SCALE . .
LENGTH VARIES DEPENDING ON
LENGTH VARIES -DEPENDING ON .
1-1/Y 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH 2 ti12-.14 x 3/4' SELF DRILLING
NUMBER AND SPACING OF RAFTERS =
NUMBER AND SPACING OF RAFTERS :
.
FASTENER SPACED NOT MORE THAN 4W O.C..
S
- ..�6'
SEE
SEE
SEE
SSHEET
_
TABLE 1
TABLETABLE
1
TABLE 1
.SHEET
OF 61.
c�
.SHEET
;
SHEET
1OF6
"
3
10F6
.
q
LENG YARIES DEPENDING ON NUMBER'
TYPICAL RAFTER/POST FRAMING PLAN'=.BOW FRAME TYPICAL RAFTER/POST FRAMING: PLAN- BOX EAVE
'
AND SPACING OF RAFTERS
TYPICAL -BOX EAVE RAFTER GABLE END FRAMING PLAN
TYPICAL
NOT TO SCALE ; .. NOT TO SCALE . '
-
POST/RAFTER FRAMING PLAN -.VERTICAL ROOF
N SC
NOT TO ALE
NOTTO SCALE
SEE.
SEE
TABLE i
TABLE 1 OPENING.FOR SWINGING
:'.SHEET.
12
SHEET DOORWITH'NONSTRUCTURAL
7 1 OF 6
1OF6
.. HEADER
5 . .
s .
4..
4
2
.13
4
..
12'MAX.OPENING
::
..
..
.. ..
:.
6
4
.. _ ..
-
24. 16 GA U=CHANNEL BRACE
- . .
2.
FOR ROLL -UP DOOR
-
".:oPaml�Fon.
a-
4
_
..
..-
TO
_RAFTER.
q
WITH STRUCTURAL.
• - HEADER
_
. ..
�
-
.. ..
6tiWIGMGDaaR
._
2C#1E- R LLH.
2N4z 8/4
. (SCREWS
..
"
•.
..
-
OPENING FOR
1ROL
AT END
BRACEEACH
10' (TYPICAL
..
..
..
-UP DOORWITH :.
. � °uL.
(4 PE
4 )1
_
- .4
- S
"4
NONSTRUCTURAL
_q
q
HTJIDER
q
4
4
_
` - OPENING FOR
WINDOW WRH
NONSTRUCTURAL HEADER
_
- TYPICAL
_
ROOF EXTENSION OPTION
MAIN STRUCTURE
STANDARD LEAN-TO OPTION
:AND WINDOW , RAIL
TYPICAL SIDE WALL OPENINGS FRAMING PLAN :. (Also applicable to End Wa05)
.. . . ,
END .WALL OPENINGS.POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING . PLAN.(BOTH OPT IONS SHOWN )
NOT TO SCALE'.
NOT.TO SCALE
N L
. NOT TO SCALE(SOX EAVE RAFTER SHOWN,'O LY STANDARD LEAN-TO IS APPLICABLE TO BOW F\f� .
24' 16 GA U CHANNEL BRACE (TO i POST)
ER1N 1 ESTI
BECHTOE ENowlcNa
��i
8° 16 GA U CHANNEL BRA CE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30°
05 W alb �, S�
y
FULL 6" WELD
MAX.•4$°
DELAND, FLO.RIOA 3272
'
BOTH SIDES
TO R
FROM HORIZONTAL .
Certificate ofAutho orM
O -
6"
FULL 6"WELD '
BOTH SIDES
0.38538
` �
-
6:
-2-
_
4
Thoma's Bechtol, P '
Florida License
NO. ;
��
5,
�
WELD ALL WEB
CONNECTIONS,
5'.
CA. ROLINA.'C/ P• ��'
BOTH SIDES
WELD ALL WEB-
CON NECTIONS,
GENERIC PLANS FOR USE'IN 7,14,
u.
BOTH SIDES .
4 _
4
at) FLORIDA
.
.. ..
..
FREESTANDING1
CHTOL ENGINEERING
BE NEER/N
Rk
5/10/ 8 . .
1.
,� 11 '
OPTIONAL 24 1. TO 30, TRUSSEQ RAFTER - BOW
n i
OPTIONAL 24 A T.0 30. TRUSSED RAFTER -BOX EAVE _
LEAN-TO
TO FRA NG PLAN
M I+ma
AND 7ES7/NG, lne..
°� RR
.. .NTS.
PP0 "� G18 o
NOTSO SCALE:
O S
NOT TO SCALE.
NOT TO SCALE
ecidiamw eaF=Q+osuu. navmwDrt4u um,Wvoaas ToRm oumm
N °mos'°'
" 9P0°`a TB
SHEET 3 OF 6 • -
INSTALL.1/7.x MINIMUM 5-1/2" EXPANSION ANCHOR INSTALL 1/2' x MINIMUMEXPANSION
THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER DRILL 5/8" HOLE THROUGH THE 2" WASHERS DRILL 5/8' HOLE THROUGH THE 2" WASHERS
POST ALONG SIDES AND WITHIN 6°-OF EACH END ANCHOR THROUGH BASE RAIL WITHIN 6'
BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO
OF EACH RAFTER POST ALONG SIDES
WALL POSTALONG END WALL SECTIONS ANCHOR EYE WITH 112' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1 /2- DIAMETER TS CONTINUOUS
THROUGH 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
EYE ANCHOR
< 5/8". ROD 48' LONG
' WITH 6' HELIX .
OR
• 12° 5/ ROD 60' LONG (C E EYE ANCHOR (SEEGROUAD.ANCHOR
g• GROUND ANCHOR
s - MINIMUM 4" - WITH 7- HELIX, SCHEDULE', HEDULE, SHEET 1.OF.6, 5l8'.ROD.30" LONG SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE FOR APPLICABILITY) WITH DBL 4" HELIX FOR APPLICABILITY)'
12 ZCONTINUOUS 4' CONCRETE PAVEMENT
MONOLITHIC CONC. FOOTING (2506 PSI MIN:)
REINFORCED MTH.2 Ws CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE ,R C.ONCRETE BASE RAIL ANCHORAGE
�� BASE RAGE. BASE RAIL ANCHORAGE .
B RAIL. DEEP -ANCHORAGE
A Not To Scale (OPTIONAL = OPEN CARPORTS ONLY) (; (j� ,
Not To Scale Not To Scale
DRILL 5/8• HOLE THROUGH THE
2" WASHERS.. 24' 16 GA U-CHANNEL BRACE'S TO T POST). -
BASE RAIL AND SECURE TO TS BOW RAFTER 6' LONG TS NIPPLE'
ANCHOR EYE WITH 1/2' DIAMETER - CHANNEL BRACE B' L BE 'POST) SECURE POST TO NIPPLE
48. 16 GA U ( T)
TS CONTINUOUS BRACE ANGLE.SHALL BE MIN. 45°
THROUGH -BOLT 13ASE'RAIL TO MAX: 60' FROM HORIZONTAL NO SCREWS WITH (4) 02-14 x 3/4' SDPs
REQUIRED '
NIPPLE TO W16' IN BOW BEND 5'
RAFTER.
I 4' 16.GA U-CHANNEL BRACE (5' TO T POST) .
POST)
T -
Nr
t i NIPPEETO 3/i6'
TS RAFTER 48". 16 GA U-CHANNEL'BRACE (8- TO 14'S RAFTER POST
SA12" BRACE ANGLE SHALL: BE.MIN. 45°
" BASE RAIL
TO MAX 60° FROM HORIZONTAL
.6 T OU - BASE RAIL
(SEE.GROUND ANCHOR TS:CONTINUOUS SEAS
SCHEDULE, "SHEET 1`OF fi, 6':LONG TS NIPPLE
MINIMUM 4' 6'
FOR REQUIRED ANCHOR).
SECURE POST YONIPFLE WITH
1 /4 (4)#12- 4x3 'SDFs 3'
6".:LONG TS NIPPLE" .
CONTINSECURE UOUS 4' ..
CONCRETE PAVEMENT TS RAFTER POST- S P
TS RAFTER POST CFLE WITH
ITRAFTER
(FASTENERS .TO
EYEAN6HOR. POSTIBASE..RAIL CONN. DETAIL -
B% E BOW. RA
AVE RAFTER/POSTDETAIL FTER/POST.DETAIL. Not To Scale
CONCRETE.BASE �RAILANCHORAGEtToscale1 E Not T -Scale (OPEN CARPORTS WHDGE DISTANCE DOES NOTMEETMINIMUM EDGE DTSHOWN IN DETAIL 18)
`\�Iilllt((1�
TS POST \\ �
(12 GA IF ROLL-UP.DOOR FRAME) . \\\\ c H
�''• '' • ENS• � l-•y% '
2' x 2' x2" 16 GA ANGLE CLIP \
st=cuRE To POsT AND Top of BECHTOL: EN�I RING AND TESTING;.1
TS TRUSSED RAFTER CHORD,
TS. RAFTER POST HEADER, OR BOTiO#M OF WINDOW 605 WEST No , d NUE N _
OR NON STRUCTURAL HEADER - (2).ON OP OR
OT OM, (2) 3/4' SIDE
DELAND, FL RIBA 3272 O 3a53a
(2).ON TOP OR BOTTOM, (2) ON SIDE Certificate ofAuts' tion•No.
TS END POST OR DOOR/.
WINDOW FRAME POST 2"il2°x2° 16 GA ANGLE CLIP
SECTS BASENWINDOW OF-
RAIL.OR ANDURE TO P
PST (EACH RAFTER CHORD/RAILSWITH OL D
NON STRUCTURALHEADER. (4) #f12714 z 3/4° SDPs, (2) ON ��p6uAND BASEcA c ( FRAME) FL T �QP•' ••• •�� `
LIP
TS'NONSTFtUCTURAL HEAD � as Bechtol,, �J!
(12'GA IF ROLL -UP DOOR. FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4T #12-14 k'3/4' SDPs, . %i ••
'.
(2) ON OP, (2) ON SIDE S�O• A
12 GA IF R L UP OOR Florida Cleanse No. ,
NOTE: AT ROLL -UP DOOR /�� / A• r • ; \\
OPENINGS, POST SHOULD / r I NI I I
TS WINDOW RAIL OR GIRT
BE PFLUSHPT TO' RAIL- END. FOR VERTICAL SIDING OPTION
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
\/Ts CONTINUOUS BASE RAIL NC.
- L HEADER WINDOWCAROLINA CARPORTS,
.POST TO RAIL, TRUSS CHORD, OR NOWSTRUCTURAL EA
NON—STRUCTURAL'HEADER CONN. DETAIL 5
END POST/BASE RAIL CONN. ���: RAIL, OR GIRT TO .POST CONN. DETAIL GENERIC PLANS FOR USE IN THE'STATE OF FLORIDA
4 Not T SScale Not To Scale
Not To Scale ' �x w 5111)/48
G �« .
- BECHTOL ENG/NEER/N RR . . NTs
AND TESTING, Iqa .
-
.. CMMM io GWMMW4L 04MMmnu. um Wmws Us= ewvaaa G18001
.. .. .. .. - eomabaNme�m,x. ooah+ex us"wea
'SHEET 4'OF 6
NIPPLE
.6" LONG TS NIPPLE'
SECURE EACH WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
6" LONG.TS NIPPLE
2°x2"x2° 16 GA ANGLE. CLIP
SECURE EACH: WITH
LONG TS NIPPLE
12'GA TS POST
SECURE TO,POST AND'
(4) #12-14-x 314"
1/g•
��"
ECURE WITH (4) #12-14 x 3/4"
RAFTER WITH (4).#12-14 x 3/4"
SELF -DRILLING FASTENERS
r7
SELF -DRILLING, FASTENERS
SDF's, (2) ON BOTTOM,
(2) ON SIDE
°i
OR
2"x4° 16 GA PLATE'
� i
i
o
(°
BASE, RA
TS IL
TS END POST _ _ _ _
_
SECURE,TO EACH SIDE OF
�P_057lRAETER:CONNECTION
-
.
°'
�. J
. -
�- J
-
2 GA DOUBLETS HEADER
- - - -
-
WITH (4) #12-14 x 3/4' SDF's,
(2) ON POST, 2 ON RAFTER
O
2 GA TS POST
3116" NIPPLE TO
DBL. HDR.
3/16' NIPPLE TO
BASE RAIL.
POST/RAFTER:CONN. DETAIL
AFTEND
.
7
RAFTER POST/DBL: HEADER DETAIL
RAFTER POST/HEADER DETAIL
B SEERAIL� ONNECTION.D:ETAIL
Not To Scale . - .. "
$
9
Not To Scale
Not To Scale.
Not To Scale
1-1/2' x 1-1/2° x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
ITOPAND
TS RAFTER' POST
GABCE.RAIL WITH (4) #12 14 z 3!4" SDFs,.
BOTTOM - . . �
NIPPLE TO 9/i6' 6" LONG TS NIPPLE
- :.
RAFTER = SECURE WITH (4) #1 2-14 x 3/4" SDP's' .
2"x4' 16 GAP LATE (ONE REQUIRE D)
SECURESIDE OF
TER
'
TS RAFTER. 12' LONG TS NIPPLE
P /RAFTCONRNECTION
x
SECURE POST TO NIPPLE
'WITH12 14 x 3/4°SDP's,.
1=1/2". 1-1/2°.x 2' 16, GA CLIP.:
ANGLE SECURE TO. RAF
WITH (4) #12-14 z 3/4° SDP's,
-'
.(4)
(2) ON OST, (2) ON RAFTER
AND GABLE RAIL WITH (4) .
1-1l2" x . A/2" x 2° 16 GA CLIP ANGLE
TS'LEAN-TO RAFTER
#12-14 x 3/4"SDP's; (2) ON TOP,:
SECUR RAFTER4 x3/4'
•
p
1-112° x 1-1/2" k 2°-16 GA (2) ON B TTOM
RAIL W (42 SDP's,
CLIP ANGLE SECURE TO
(2) 0 OP; (2) AN• BOTTO M
o
RAFTER POST AND GABLE
'RAIL WITH'(4) #12-14 x 3/4." SDF's- .
(2):ONTOP; (2) ON SIDE ' : 1"S GABLE RAIL-
24" 16 GA U-CHANNEL BRACE (5'.Tor POST)
2"x2"x2°•16 GA ANGLE CLIP
TS RAFTER POST
6° LONG TS NIPPLE 48` 16'GA U-CHANNEL BRACE (�& TO 14' POST)
SECURE tb AND x 3/4"
RAFTER(
SECURE RAFTER AND POST TS GABLE RAIL
BRACE ANGLE SHALL 8E M N. 45°
2 ON RAFTER,
H
TO:NIPPLE WITH (4) 1112-14:x 3/4"
TO MAX 60° FROM HORIZONTAL
(2) ON POST
GABLE .RAIL TO: RAFTER POST
.SELF -DRILLING FASTENERS
- TS RAFTER POST
- TS,RAFTER POST
�� .CONNECTION DETAIL .
SIDE EXTENSION :
POSGA T /LEAN=TO RAFTER.CONN: DETAIL
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LE RAIL TO: RAFTER
ER/n
RAFT P,O
.
.
CONNECTION:DETAIL
2
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BECHTOL'EN AN ��
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DELAND; FLORID 2
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
Cedl ofAutfio' NO: 38538
ficateon, yd
-
TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF '
2"
SPACED NOT MORE THAN 487 O.G.
2 1/4" FOR
26 GA: METAL ROOF
PAN EL
echt
Flodda LBcenseoNo. 38e30 °'. STATE OF
12 GA FRAMING
2-1/2" FOR
14 GA FRAMING,.
-
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OR1 \
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J11111
16 GAUGE U-CHANNEL BRACE
TS RAFTER
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 k314" SDF S
-AT EACH END (4PER BRACE)
CAROLINA CARPORTS,.INC'..
.'.
ROOFPANEL:' ATTACHMENT
BRACE, SECTION
(ALTERNATE R VERTICAL ROOF ANEI -
FOR PANELS)-
GENERIC .PLANS FOR USE IN THE STATE OF FLORIDA
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SHEET 5 OF 6