HomeMy WebLinkAboutCARPORT PLANSc
FBC;APPROVED"PRODUCTS LIST MAXIMUM ALLOWABLE
WIND SPEED
PRODUCTIGATEGORY
SUBCATEGORY
MANUFACTURER
No. &DATE
DATE
OPEN
JENCLOSED
:ENCLO
STRUCTURALCOMPONENTS
.ROOF DECK
CAROLINA CARPORTS, INC.
FL6598.1415
041=7
18D
- 180
16
RB Gaulle AG Panel
10/10/17
-STRUOTURAL COMPOR&M_ .
§TRtf6TURA1WAL'L
CAROLINA CARPORTS, INC.
FL87021ai6
b3 fi&
160
700
166
28.0e6ge AG Panel
10/1W17
t$TRUCTURALCOMPONENTS
FLOOD VENT
FLOOD FLAPS, LL4
'FL173I1A!R2
08127119;
NIA
N/A
'NIA
S> IS Flood Flop
'tON,3/17
'EXTERIOR 40ORS
SWINGING
EL0(IR-DOORANDMETAI COMPANY
FC17996.3R1
09114/28
W_A
166'
138
-
Sedea462.14 '
-0129118.
jEXTERIORT)OORS
-SWINGING
ELIXIR DOORAND NETALCOMPANY
FL17698.5-RI
!09/14/20
NIA'
185.
147i
'
Sedsf,107 - - —
_..
EXTERIORROORS
ROLL -UP.'
ABTA INDUSTRIES INC:,
FLOMI.95
'1201119 +.
WA, -
180L
174'
Model 203 12_Mex:YOldth'
'10106H7
'"
'
EXTERIOR DOORS
POLL -UP -
CAROLINACARPORTS INC.
FL188061-R2i
f1111Y10
WA,
�166 i
133,
Sleef Rofl Up Sheel DoaE(1Y Max. WidBij
=
WINDOWS
SINSLEHUNG I
"MIWINDOWS "AND
FL174891R4
- 1011723 '.
WA.
A75
157`
i2=17,
RAFTERFRAME, END POST,
SPACIAIO SPECIFICATIONS
WIND,
ULTIMATE
NOMINAL.;
MAXIMUM
POST.%RAFTER
.rvaa., ,w.urw,a vnnnn�a
(INCHES)'
INTERIOR
POSTSIRAFTERS
END
POSTSIRAFTERS
RISK__.
CATEGORY-
EXPOSURE
CATEGORY
WIND SPEED
(MPHJ
.W(NDSPEED-
,(MPN)
-SPACING
'(FEET)
1
C
;110TO 150
SQT01,18
161 T-6160
117 T0"139
4.0.
_
6
3
26
�t FiUfd4Nt3CONNECTIDNS FOROOORAND WINDDW FAAMESREAWHTHF,SAMEFOR SUBSTRUTW PROnUC7S ItEADERSAND Y4NCOW RABB MAY BE WUSEDORLOYlERmASNECESS7igY TDACCMIDOATE.
s0B9TmrtLVPRDDucr."""� _ _ _
,3.. AILSTEELTUBINGSNALLBE_60 KSI GALVANIZED STEEL: -ALE FASTENERS SHAMBE GALVANIZED ORSTAINLESS STEEL:
i6: , CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSIAT28 DAYS.'THEREINFORCING STEEL'SHALLBE MINIMUM GRADE 40.:.CONCRETE SLAB FOUNDATIONS: SHALL
Be REINFORCED Wf H SXS:WI,AXWIA WELDED WIRE FABRIC COMPLYING A 185, OR WITH SYNTHETIC FIBER REINF..OROEMENT COMPLYING WITH ASTM 01110.
7. -BASE RAIL GROUNDANCHOR REQUIREMENTS. 'ONE WRHIN B' OF EVERY POST LOCATION; AND'BOTH BIDES OFOPENINOS WHERE BASE RAfL IS ABSENT._GROUND ANCHORd ARE NOT.
REQUIRED FORCONCRETE FOOTING ANDIOR CONCRETE SLABOONSTRUCTION. SEE GROUNDANCHORSCHEDULE.(MIS SHEET) FORSPECIFIC,TYP.E GROUNO'ANCHOR REQUIREMENTS:
[B CONCRETEEXP. SIONANCHORS�6NALL BE WENT ANKR-TITEMODEL'AT7262, OR SLEEVEANCHOR MO➢EL HSA 1280, OR EOUIVA'�ENT.
i9 ;P,OSTAAFTER BRACING: �BRAOEON,EVERY POSTA7AFfE(iPONNECTION,,EXCEPT.FOR ENDWALLO:
;'10.'SLAB FOUNDATIONSUBGRADE SOILS SHALL BE�TERMRR�TREATEDANOCOVERED,WITNBMILVAPOR RETAROERPERSECTIONR341 OF -THE FSC SIXTH EDITION(2017)-RESIDENTIAL; ._
AND SECTION1B76.10F,THE FBCSKM EDITION (2017) BUILDING MINIMUM ALLOWABLE FOUNDATION SOILCONTACTBEARINOPRESSUREOF2,000PSFISA¢SUMEU-
d1 .14GAFRAMING 212`.x 2llTTUSESTEEL(TS)WITH 21/4 8,24 TS NIPPLES-.
120A FRAMINO2 U4 z2.114 TS WITH Y x2'_TS NIPPLES:
12. ?ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUSTHAVEA MINIMUM OF_TWO:(2)OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEASTTWO (2) SIDESOF
2;
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
METAL CARPORT 1NSTAL'LATION'PLANS-
AND DETAILS AND;FRAMING.AND
FASTENERVECIFICATIONS
FOR CONSTRUCTION IN_ITHE STATE IF F_LORIDA
PREPAREDFOR:
.CAROLING CARPORTS, ZINC.
P.O. BOX 1263'
DOBSON, NORTH CAROLING 27017
"ERARED_BY.•.
'BECHTOL ENGINEERINGAND TESTIN0,111C.
-605 WESTNEW YORKAVENUE- 4
DECOIJ,. LORIOA 32720__
'CartlOcatO:olAulh0dze0onND 00D05492
THIS ISTO CERTIFYTHA`TTHECALCUTATIONSAND= _
SPECIFICATIONS NEREIN KAVE SEEN PR EFARED BYIHE:
UNOER310NED PROFESSKMA EN661EMANOAREIN..,
IACCOIOANCEVMHTHEREQUIREMEWSOFSECTION 1609OF,
;DIEFLORummaDINO CODE SO(IR EDmoN 06j4.TBE:PLANS'
AREAA LNICTNENERrREVISIQYOFTHERORIDRBUIUIINO
OO
DE
I
C
BEC
HTOLENGIN
60YESTNEWYORKR
; DEINDFLORIDA 32��,
FIL..
COPY.
SCANNED Z1N" _ ��,j¢o�35989518308,
-1 r. `
BY , Flo detke aetw aesi� STATE OF
St. Lucie County ..FLOR\Q.
Iq�3� �338
OF
SOMRAMERAFTER OPENiCARPOWT 4dklk6N'fA'L'R0b0-
WWOMME RAFTER ENCLOSED 0UlWNd'- HORIZONTAL ROOF
ii6W,#RAMt.KNF7ERoflL OuiLbIM-0 -,HORIZONTAL ROOF`
17 --
!ROLL-UPDOOR. 6WNGIN000081
VA. .
(As,
.
IN
EUI�ELEVAT[dft
T _TYPICALSIDEELEVATION_-TYPICAL
wo,Tosu, NoTlqsCALE
WPIOAL %lD-EVEVATIOM
Ta
BOX E4
4-kQ--P�aq;-00,RlZ0NTAL ROOFS
99)(94Yg F� f-�"FTER UTILITY
J
FU)W
�0" 7svw avock
p DOOR SWINGING DOOR
a bf
"Va oppftvo)
7
END ELEVATION
TYPICAL END ELEVATION_
TYPICAL END ELEVATION
TlyTYPICAL
•NOTTOSCALEf
NQT-Toqc7kg
NOTTO SCALE
NOT TO E, - NOUTO SCALE
BOX E "k-F" :RAFTER Oppy. gT-VERTIPALROOF
s
BqY.,gAYffMME "-,fTgR,ENCLO ED-BLDG -'VERTICAL ROOF
AL
Y OLD6 VER A0 P
tRoUlUPD00W, SVANGINODWR
---- ----- ROLL-UPDOOR` - 'SVMGINGDWP-
Wappimble
(As sk�blej.
1111IM111111111111
Mill
MICAL-SibEELEVATIM
T
TYP[CAUEND ELEVATION
WAL SIELEVATIOM
KoTTQSCALE-
TYPICALEND ELEVATI
HOTTOSCALE
fYPICAC SIDE #LEQAf—lON
�ICAL Mg��ON,L jNOTTOSCALE-
NOT
6EbAT&E NOINEE SIN
WSWFSTNEWYORK E
Dmqp; morm 32*D
53&
6TATE OF
GE F FWSEINT4 SfWlVOFFLORIDA,
WPICA4 BOW ftAFTERGABLE ENQELEVATj6N-,-
T-YPICAL
66X EAVE RAFTEIMABLE END ELEVATION
TYPICAL
BOX EAVE RAFTEft GALE ENU5LNATi0-N
'BECHTOL Al Are-
jp, Wlk�Eiff
NOTTOSCALE-'
tlQTTO AC�kEi
NOT TO SCALE
--i"I"
SHEET20F6.
_ - z.T_._ - . ------ --- --„ -- _
I YYIUAL i .. ..�.,.
INTERIOR RAFTERIPOST FRAME SECTION, BOW FRAME
MOTTO SCALE - --
SEE
I'-9" TO 3W TRUSSEO`RAF7
:IYYIGAL'INICKIUK__-_ —.
RAFTERIPOST FRAME SECTION -VERTICAL —'ROOF
NOTTOSCALE "`
r •.1-1/Y/BOAUGEFURRMOCNANNELFASTENEO:
TO EACHRAFTER WITH (2).012-14 i314-SELL .Dmms.
'FASTENERSPACED HOTMORE THAW 46.O.C.
SEE
TABLE 1,
:SHEET'
y
10F8 -
u
.. LENS VARIESDEPENIXNGONNUMBER 4.-
-- 'ANOSPACIROOFRAFIERS .._. _..
TYPICAL
POSTIRAFTER
FRAMING PLAN -VERTICAL ROOF
;NOTTO.SCALE-
11
B -
- --
SEE MAXMUM
'
_ - �Tm1 RO.C. FOR (
��
-' SHEET .VERTICAL.
! s1 OFE PANEL_
i�i
,TYPICAL BOX SAVE RAFTER -GABLE END FRAMING
PLAN:
tlV L1U 54/Ut"' -
PTION: _ .WI MSTRUCTURE STANDARD LEANON
OPTIONS FRAMING PLAN BOTH OPTIONS SWAY
(BOXEAVEMKERSHOM.ONLY,STANDAROLEAN-TOISAPPLICAS W.gwi
BECHT& EN IN AND TESTING, INC3,
I- 605WESTNEWYORKMIF7 i
DELAND, PLOM 32T�,-:7�
ow
-
- �M
FTM6�LIwn o Na3 _
CAROLINA
GENERIC PLAN&FOR USE7N THE STATE OF FLORIDA
- —
BECHTOL ENGINEERINO;
KAND TES"Mg Fria
G PLANAMP"'� RR Gteoor;
�I>DIWFYN�Wl.V110Yf 16�O WO.O _.__ _
I
B
4-
CONCRETE.BASE RAILANCHORMAGE.
'.(SEE GRQUHOANCHOR.-,
CONCRETEBASE RAIL ANCHORAGE'
967ii.. AT-fic-u4jAR)a-R
OPENINGS,POSTSHOULDI
13E FLUSH Wit" ItAILEMD.
.,CLIP Posuomtomydlti
'SIDE OPPOSITETHEOPENING'.
,S-2?LCRETE,'.B 'L A!O H 0 P-46 E jo_FT �Alffi� n
5-.90X EAVE RAFTERIPOST DETAIL,
7— NdroScW:
K, END -WqTj BASE RAIL COW.
EYEANCHOR3 MEG ROUNDANCHOH:
SHEETi I QFEJ WRODWILONG, .',.§(MEDULF, t OF
WrrH0IA:fHEUD(-�L-' �'-- flDRAPPUCABLn�
-,/Q7BASERAk DEEP ANCHORAGE
flar.s."
.BASE kAI LA00H0-RAOE&�`
/Z�� BOW. RAF.-rEWPOsT, blfTAIL.- 1/,* �'I.PbST/BASI�kAIL-.CONN.f)ETAtL
NON -gTRUC"rukAL.i4EAD-tk,,WINDOW
RAlL,0R'GfRT:TO. ,POST CONN. DETAIL
'CAROLINA, CARPORTS, IN —Co.
GENERICOLAN&FOR USSINIViE STATE OFfLORIDA
AV-'BECHML ENGINNOMW
AND VWMIQ�fna
,� ENO, P_OSTIRAFTER CONK. OETAIL
�= ,_ NEfTo Scele
GABLE_RAIL;TORAFTERPQST
CONNECTION DETAIL_
1A
.BRACE SECTION .
•e'LONGTSNWME-
"ECU AE.EACN WITH
hj i12;14TV41-
SELFDRRONOFASTENERS-
-, 2OATSPOST
RAFTER POSTM. HEADER DETAIL
GABLE RAIL TO RAFTER POST
1B ..CONNECTION'DETAIL
iNa7o8mlo,
ROOF PANEL'ATTACHMENT
(ALTE"TE FOR VERTICAL ROOF PANEL J'
NolTo Smle.
RAFTER POSTIHEADER DETAIL
,IUGtX I t:NblU1V__„�
,RAFTERPPOST DETAIL.
[SEE GENERAI")IMkT 13 SHEET 1'QF 6
{ POST % LEAN TO`RAFTER CONN. DETAIL, , I
NolTO Staw
VE R."TICAL S14-DE OPTION
SEE
mn
CAROLINA, C-ARPORTS, INC.,
TGENMIC PLANS 0.01CUSE INTHESTAT50F FLORIDA'
-------
V,12018
A,&cHro
P
RRI alml,
J. - SHEETSOM'-
D
MAR 14 2019
oe.matln9
TABLE S
B0WIRAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
--
--
— -
AVERAGE FASTENER FACING
ON -CENTERS ALONG RAVERS OR
MAXIMUM
PURLINS, AND POSTS 0' GIRT$
WIND
ULTIMATE
NOMINAL
POST IRAFTER
(INCHES)
INTERIOR
1 D
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING_
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTSIRAFTERS
POSTSERS
115 TO 150
89 TO 116
5.0
6
6
IDrll
B,CarD
,
151 TO 180
117 TO 139
-4.0 -
6
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly 10 12 or 14 gouge steel tube bow frames.
2. Fasteners consist of 114%14X1' aell-dr00ng *rows wflh control seal washer.
3. SpecMcations applicable only for mean roof helght of 20 feet or less, and roof slopes of 14'
(3:12 pitch). Spacing requiremenB broSler
roof helgMs andfor.dopes may vary
4. Ground endwr requirements are 1 @ each comer and one every other Interior bow/mfter post location, at a maximum of I OL. and
both aides of openings where bate rap Is absent.
5. Ground andwra are notregrdred wllh concrete slab oondructim
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6598•R2
28 Gauge AG Panel
101W2
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROUNA CARPORTS, INC.
FL6702-R2
26 Gauge AG Panel
10109/12
EXTERIOR DOORS
SWINGING
EUXIR INDUSTRIES GA
FLIT22R4
Modell 402-14
031`74/12
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FLSBB8-R3
"
Model 203
0410,V12
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.91
Modal 100 V8 I
04A8/12
GENERAL NOTES:
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4' x P SELF DRILLING FASTENERS WITH CONTROL SEAL
WASHER ® 6.O.C. AVERAGE.
3. ALL FIELD CONNECTIONS SHALL BE 11V x 1' SELF DRILLING SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED.
5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR TITE MODELAT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVALENT.
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTI_ONINTHE
STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY,•
BECNTOL ENGINEERING AND TESTING, INC.
MIT WEST NEW YORK AVENUE
DELAND. FLORIDA 32TA
Certificate of AuBxMrslion No. 000D5492
WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL
IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION:
ANSVAAMANMWDA 10inS2 2M7
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330. STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE
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 2010 FLORIDA BUILDING CODE THE PLANS ARE VALID UNTIL THE NEXT REVISION
OF THE FLORIDA BUILDING CODE. tL11111111r.-
SGNOED-
St.Lu$e County
1903'�33$
CAROLINA CARPORTS, INC.
RECN7101. ENGINEERING M aA —' Rra
,woa+rwn b,a. Ts, •, atzoi
C
TYPICAL BOW SECTION
IYT •ti tYATfA•wH.VtyCIfIL
.. ttutmntatLttmrtrq
apL W Wu®utDt.oarrul.
rA]RA40roLAFTr11�PMlIt4a1MM
uaPti/\FIIIto0M116 aNMWE1L ti �r
�TA�LtMIrAPDtEA v/deF� ]v�
uemmt•am.mt
�vwnwevmmctoa SID : E
N�llLtatL •tGf•Oq
Ntlh MF
OMALL LEtOM VANE!
OEPEND90N Nt]NBFR ANG SPACNOOF BONS
OFIM DA>ri� ]0' Ip10 IIIM
DR3 31®] QA1O[ IKI�
xottnmtttwtt�To.
SIDE OPENINGS
tWh.d•
]
TAW LYEETI V•
IMl
W11
WR
Wl Wi IGIt FW
W;
Wi YNf YM 1L1L
YA{
IW
a1lAO[R
.
ALLgit
T
,
llTIL ROOf PAMEID
MG .YcomacLiG4lw
11
gE¢Lut]r•Fu.r�tta]ro
Gnuwrun
it I
wtanmmtts•LrtmtnatW
♦tOiMEaltall�As ./eb)
UNOW"P=
]LR GYI?IION
wo•arG1L4wMltrmY
mERRN81011
-
arosr
-
aLwWxi<ffo
FETAL tMx F"WA
uanwtmwrt.]amF
r—FOMIONOB
p+T�a
tO11r]+ETc
w
ANOE/O1E
la�l�n�h
.pEPtprjr�gpDDD
BOWPO]TAND NDEV LVFAVODIOI
{ts tuatL
EmposTLOGTM
—NIMA7 WO;
_
=0MAL3CH8*Er30F4)
END WALL OPEI ZING
K•]O�mLM.latMy lYg1. WLWPLCIOI
aL^� uso•nL'a L"o'Loq
END WALL SECTION
TRUSSED BOW SECTION
x.Fh]"+
wT•Ear
lar•wt• -
xowmnatt�rmt
caoantummncrcw
N0m
1•wrlwnGMslx:alanas ETFtL
ptattmatattwrasq
t]aATwAF�tG asY1'.SW'TAY ERFl
• tIGL G1E OFitON
UGMUPEcwFa]ar to Ummupo
COMA . WVMAXBOW]FAN�
�w
pOPCIL1YtL�LLTIOp
TYPICAL SIDE MENTION SECTION
NATO Sods
GABLED OPEN END WALL SECTION
Fla TO GO&
- = OR 26 GIL MVM 2ED
METAL RODE PANELS
]OB]AVEORIPN
FFete]pmwrvulc tGF
TYPICAL FREESTANDING LEAN-TO
Na To Sn4
��Eaw
CAROLINA CARPORTS, INC.
6.1F/E
BEECH MI O/NEERWO roy w
ar.. mronA tttMSMI w tttttw tv.• too! �_ TO a GI3W
E AASMANCHOR
r NxaLaw
LIONOUTwO COLIC FOOTING CM PSI UIR4
Rl3WGRCEO WFnl2 §n CONEMI W /
CONCRETE BASE RAIL ANCHORAGE
N/To6d1 (OPIIONW
OTrW
ALTERNATE POST TO CONCRETE
FOUNDATION CONNECTION DETAIL
Nduad.
carene
ATWK WLM4YlAYYNYEO/OCOI.Fft92 Cl//eMptC.A9
AT/0.1'L
FMFOt MTMW%O. COM
FOAFe1rMlCxLY COMCARree VMWCAHxR T LW AWLFP.
!.C►JRFQACCCNt WrTIrMmI10El[■CARAOIr/TNC
1EA/ OOYTACTMMMGNTN OR FDaa®m MUI1MOR
1MA11OIMOMN01 Y1O./6YAIIIG AO.00IIO.AY6sxem R
ygil®ORY/YLNA/AI//ALelfr A.TN1eEPI 1/IQIFoxn!♦t
FAOT e►AOOL 1B/O.II1rrM/ WO/YrpRi WAY/IIILIIIW! A
INIrP II�i1pREWMD Tomm aRN�Wl�i110pa=fcmumomw
uNq.oT OPO1m m GAix OI NGTHOL
MRnrarsn rna WYLLLYYY.AA/K
MVANUPJ !
Y &AOCYmI.NMUMR WUMRALfAIOUrICTC1 MDHeT
owten7marmmM WrArlmlrAuarr aurAAO®RrasARA+xutM
A.nA1q oY..i 1/1ALIUne/..Ylbgpe/N(.nnA/xur
fAO.tO eRTOR7mM7ATAAA'RYWI.rCA'Arar CrlL 011oTx.T.A
wv�
C'J.pCLIt>1T W7M.ORRMObe/MICOAl10NOFLc
T. ALL IO�xRCdIM /.OTT Opq
LM eNl/fOIOFMIOq Y.MII®O/M./O.OM OK/AC.•«
TW11.OLrY W1/1tArAi '
aax�o.c//xrAAATwa7rx.m.mRooxrArrr/waxen neA.Arr.
YC.PIFJC WN@ O9oa'a / MRta.Nf mAL1ppA84bN111A
VUTICAL OHL..MrIAHMLL7 OiLlLeOIRCWIEI[ YWLLERAxA1O)m
aa.AR AT A RO! D/lIQT YA/ 11R11 f rAel eF McPAAxiK OIMKE1IXf m
1N0/ION1RIGl WIIfWill
OLSTALL lWx LUNILOL 4E WANIIOHARC0R
THROUGH SASE RAL WRHNG-OFECH
E1®EOAEFT
GONTYRXM P CONCRETE PAVEMENT
2 CONCRETE BASE RAIL ANCHORAGE
IMT.rd. R1PTC11Aa•OPFII CAAPgiT/pAi1
ORRLSRHOLETHROUGRTHE
OMEPALANOSECUMTO
IY`JxY LV P N.III 1fY HYY AIPA
HO SCREM
DOW RAFTER
NM-
yW2HOT ROUEIEDAT
COWERPEm FNO om
4 taT.oer.
BOW RAFTER/POST DETAIL
SIDE EXTENSION RAFTER/
BASE RAIL ANCHORAGE CORNER POST DETAIL
3 HOLmww 5 tAanad.
b1? FOR
to w
b1N•FOR FRAAIxn
t2aAFRAUM
BRACE SECTION
Ndusd,
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VF]MMAL ROOF PANELS)
Hu To Sob
MIKE
{7A• aOA
RAFTFA
T LONG T/ to OAN14-E
SECURE POST TO NPP1x WrrH
. UPi t• SOFT
8 x/mrd.
BOX EAVE RAFTERIPOST DETAIL
vur.+-war u w
CUPANOLE SEMRE TO
WWFO/TANOOANA
RALWA Uftr3bn
20NTOP.IONSM
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
% Nel Turd.
CAROLINA CARPORTS, INC.
HEMML ENO/NEMNO , rM
AACT[/TM4O..
T/
i�wY�� Oe�Ri M.mMILM DAO
n
03
RAFTER POST/DBL. HEADER DETAIL
N.lTeBd.
s END POST/RAFTER CONN. DETAIL
NdTo Sab
IW a P SOF
a tr O.M
1�1
SECTION THROUGH ROLL UP
DOOR HEADER
NN To Sc* C1IRTANc 0 OA pw=3b kOMN
6.W mW..YV LDaM�bP"
2 RAFTER POSTIHEADER DETAIL
NmTo EraY
1-vrwf4Fj-.rle0Aeu
ANGLE SEW ETO
MOW POS7AND eA8E
RALWIM4 iMWMft
�yseoRTVXJ MEASEPAL
s END POST/BASE RAIL CONN.
NaL To Scme
P Lam 7812 oA MPPLE
S[LOREEACHMATR4 UrAr
SELF43RLLM FASTENERS
RAFTER POSTIBASE
3 BASE RAIL CONNECTION DETAIL
Nd7bse10
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
NMTo sub
A SECTION
na1 T. ae1.
114r■ 1' SDF
a /rox,
(a)
rxr1r1E0AARGLEMP
7000RE TO POST (FACAI3Mq
ANO RAFTER CNORDt1AR MRi11
F1$M*S %
rONSOMMANOSONSOW
NOTE ATROLL•OP DOOR
OPHRAS. FM SIRALD
8EFLLISNif MPALENO.
CV posTTO RALCKYON
SQ CPPOSRE TNS OPFANM
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN. DETAIL
4 ttlroBeY ,
0 fanmr
POST/BASE RAIL CONN. DETAIL
1/6re11.MM1AM7-erxa-lxr7um STM(m
12MFRAl Mf•W xsWTL
NPR MARES-Orl7Wr1]OITtfCR 14 OAFR-AMM
NMCRAREr.r1. S11MMUG FR/ARA.
IT
�U
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SACING
ON -CENTERS ALONG RA4ER8 OR
MAXIMUM
PURLINS, AND POSTS O4 GIRT$
WIND
ULTIMATE
NOMINAL
POST I RAFTER
(INCHES)
INTERIOR
IrD—
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING_
CATEGORY
CATEGORY-
(MPH)
(MPH)
(FEET)
POSTSIRAFTERS
POSTS�AFTERS
115 TO 150
89 TO 116
5.0
6
6
IGrII
B,C.orD
151 TO 180
117 TO 139
-4.0 -
6
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly 10 12 or 14 gauge steel tube bow fames.
2. Fasteners consist of 114244X1' seV-dr110ng ivews wtlh control said washer. brother
3. Specifications applicable only for mean roof height of 20 feet or lose, and roof slopes of 14' (3:12 pitch). Spacing requiramenu
root helghts andfor.dopes may vary•
4. Ground anchor requirements are 1® each owner and one every other Interior bow/re0er post loee0on, at a maximum of 10' OI" and
both aides of openings where base rall is absent.
5. Ground anchors are not required with concrete slab consfucdon.
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. 3 DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS. INC.
FL9599-R2
26 Gouge AG Panel
IGM12
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS. INC.
FLS7024t2
26 Gauge AG Panel
1019W12
EXTERIOR DOORS
SWINGING
ELIXIR INDUSTRIES GA.
FL1722-R4
Modo1402-14
OY1412
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FLB8BS•R3
MOM 203
04103/12
WINDOWS
SWGLEHUNG
POCAHONTAS ALUMINUM COMPANY. INC.
FL1294041
model 100 VS
04M12
GENERAL NOTES:
1. ALL STEEL TUBING SHALL BE 50 KSI STEEL
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4 x 1' SELF DRILLING FASTENERS WITH CONTROL SEAL
WASHER Q 6' O.C. AVERAGE.
3. ALL FIELD CONNECTIONS SHALL BE 114' x 1' SELF DRILLING SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED.
5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ•IT ANKR TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL NSA 1260. OR
EQUIVALENT.
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
PREPARED FOR
CAROLINA CARPORTS, tNC.
P.O. BOX 1263 .
DOBSON. NORTH CAROLINA 27017
PREPARED Or
BECHTOL ENGINEERING AND TESTING, INC.
WS WEST NEW YORK AVENUE
OELANB. FLORIDA 32720
CerOBwle of Authorization No. 00005492
I WINDOW AND DOOR NOTE (
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WOMA OR OTHER APPROVED LABEL
IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE C40MPLLANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION.'
ANSVAAMAMW W13A 10tIS2 2R7
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330. STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS. CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE
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 2010 FLORIDA BUILDING CODE THE PLANS ARE VALID UNTIL THE NEXT REVISION
OF THE FLORIDA BUILDING CODE.
CAROLINA CARPORTS, INC.
RECN►GL ENGINEERING
.wnanwa ion