HomeMy WebLinkAboutproduct approvalIU
FBC APPROVED
MAXIMUM ALLOWABLE
WIND SPEED
PRODUCT
CATEGORY
SUBCATEGORY
MANUFACTURER
APPROVAL No. & DATE
EXPIRATION
DATE
OPEN
ENCLOSED
PARTIALLY
ENCLOSED
sTRUCTURALCOMPOIENfS
ROOF DECK
CAROLINA CARPORTS. INC.
FL6596.1415
0410527
ISO
ISO
IN
26 Gage AG Panel
11YRIM7
STRUCTURAL COMPONENTS
SIRUCTURALWALL
CAROLINA CARPORTS. NG
FUTI02.1495
0314127
ISO
ISO
ISO
26 Gorge AG Patel
1011IM7
STRUT RAL COMPONENTS
FLOOD VENT
FL87.1-R2
D9R7N9
WA
WA
WA
�6FFLOODFLAPSLLC
1=1FXTEWOR
DOORS
SMNGING
ELDUR DOOR AND METAL COMPANY
FLININ&111
09/1420
WA
1N
138
Same 402-14
N28/18
EXTERIOR DOORS
SWINGING
ER DOOR AND METAL COMPANY
FL77896.6R1
MM42D
WA
165
147
Seda 407
D1/tlR8
E ODORS
ROLL -UP
ASTA UIDUSTPIES INC.
FUISWIA5
1221n9
WA
IN
174
TOIL
Model203(IZMm WIdm)
1WO07
EXTEINIDR ODORS
ROLL -UP
CAROLINA CARPORTS. INC.
FL76 WAA2
11MI20
WA
IN
138
iSteel
RaO Up SNeed Daw(IZ Mm WNN)
01N1118
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL174NI.
10N723
WA
175
167
1
MaddIS5SH
1Ntlfl7
NOTES:
IN
I� DFRsunwarowvRAasNaAYe9RAmn DR LDwsuDASNcrfss.RYroumAmAtE
TABLE 1
ONLENTERS ALONG RAFTERS OR
MAI
PURLINS, AND POSTS OR GOBS
WB,)p
ULTIMATE
NOMINAL
POSTIRAfTER
(INCHES)
RISK
EXPOSDRE
WNND SPEED
WIND SPEED
SPACING'
INTERIOR
END
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTSIRAFYERS
PosTsmAFTERS
=170,T0150�
69T0116iu
5.0,'.•
--;6�
'" '•
6
I
C
151 TO 190
117 TO 139
4.0
6
6
NOTES: '1.Sped5m0onsappllub
m26 gawa mpml
NoNw�d wall penelsfasmnN manym12w19 Gewecle JEtie
Emtlng,u1e
G.M. hel d—d led PaNa.
_ 2 SperNiralmre epplm0le ony fw mean fedhelgm of 20 feet
lea, emlmdebpn AT W Zr (I Al2 m 6.12 pk hl. SpadM
If6iYlliklli0lliF li[?IiYiliGI9
LNUEB, INDLUDNU BUT NUT LS—TO PLUMING. ELECTRICAL NGRES)EGRESS, PROPERTY SETAACI6, FINISH FLOOR ELEVATION AND SLOPE OR OTHER LOCAL ZONNG
RFAUIREMENTS ARE THE RESPCHSfi38T' OF OTHERS.
2 THESE STRUCTURES ARE DESIGNED AS NON-HARITABLE UTLITYMTORAGE BUILDINGS (RISK CATEGORY O CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APRICA .
LINE ANDWWDLOADS. B�INOVEMENiS NOTSPECIFIGLLLYADDR(SSED HEREIN INCLUDING WORS.WNIIOWS.OR
OTff72CO14POtrFNfSNOT L1SIfDNTNE FBCAPPROYED
PRODUCTS LIST (THIS SHEET)• AND NOT PROVIDED AND INSTALLED BYCAROLNA CARPORTS, NC. WHICH EXERTADDITIONALLOADS ON THE STRUCTURESHALL BEATTHE OWNERS
�D ��o3(
RISK. BECHTOL ENGNEERING AND TESTING. INC.. SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUETOTHEAfMUCATION OF ADDITIONAL LOADS.
I AIL STEEL TUBING SHALL BE 50 MI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED ORSTANLESS STEEL
�.
FI�
COP
COPY
4. ALL COMPONENTSAND CLADDING SHALL BE UWALLED TO INSTALLATION NSTRUCRONS,ANDSHALL MEET THE DESIGN PRESSURES REDUONFDBYIHE
REVIEWED
FLORIDABUILDNGCODE(FBC)jAT OCATIONOP'REBULDINGG
WITHN7HESTAA�TEOOFFLORIAA.
FOR
5. ALL FIELD FRAMING CONNECTIONS SHALL BEAR-14.WSELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONSSHALL BE WELDED.
CODE COMPLIANCE
6. CONCRETE SHALL WINE A MINIMUM COMPRESSIVE STRENGTH OF 25OO PSI ATM DAYS. THERENFORCNGSTEELSHALLBEMINGLUMGRADE40. CONCRETESLAS FOUNDATIONS SHALL
ST. Lff
BE REINFORCED WITH fi)SW1 A 1 A WELDED WIRE FABRIC COMPLYING WITHASTMA IN. OR WTIHSYNTETIC FIBER REINFORCEmENTCONLYNG WITHASTM C1116.
I
T. BASERAILGROUNDANCHORREOUNEMENTS: ONE WITHIN 6. OF EVERY POST LOCATION, AND BOTHSIDES OF OPENINGSWIERE BASE RAIL ISABSENLGROUNDANCHDRSARENOT
REDUIRED FORCONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHORSCHEDULE(THIS SHEET) FOR SPECIFIC TYPEGROUND ANCHOR REQUNFNENTL
B. CONCRETE ANCHORS SHALL BETAPCON REDHEAD LOT I2• FOR EGUWAIENTOR WENT -TIRE MMELAT12SZ ORSLEEVEANpmR MODEL NSA IM. OREWNALFHT.
9. P�/RAFTERBRACNG: BRACE ON EVERY POST/RAFTER CONNECTION. EXCEPT FOR ENDWALLS
ST.
10. SLA9FOUNOATION SUBGRAOE SOTS SHALL BE TERWIETREATEDAND COVERED WITH 6 ML VAPOR RETARDER PER SECTION R318.1 OF THE FBC WITH EDITION (2017)- RESWUMAL.
AI D SECTION 1016.1 OF THE FBC SD(TH EDITION (2017)-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOL CONTACTBEARING PRESSURE OF2000 PSF ISASSUMED.
11. 14 GA FRAMNG: 2.12:240 TUBE STEEL (TS) WITH 2-IfCx2-LW IS NUIPLES.
12 GA FRAMING: 2-1/e a2.1/4'TS WfTHTa 2-TS NIPPLES.
I
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 BN.
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND,FLORIDA 32720
CerHmm afAuthon7abon No. 00005M
THISISTOCB(IFYTHATTITCAID ATLRSM
SPECPCANNS IlEeE NHAVE BEEN PREPAREDBYTHE
UN DERS WB) PROFES901LL ENGDEBL AND ARE N
ACCOROANCEWIIN7HEIEOUMeMOFSSMMIfi OF
THERDRLIAWU GCODESOLINEDRONPM4THERPNS
AREVAUDUNIRTHEA REVISIWN OFTHEFURMBUL➢NG
CODE
12 ENCLOSED AREAS REOURNG FLOOD OPENINGS MUST HAVEA YDLMUM OFTWO(2) OPENINGS ON EXTERIORWALUL OPEN NGSSHOUIDBEMTALIEDONATLEASTTWD(2)SDESOF CAROLINA CAMMfM,111NC.
APPROVED PRODUCTS UUSTSOHau BE BASED ON OWNE(1)FL{ OD VENTP RGEEVEERHER rz�SQUAROR
RFI� OIEHCLOSSEDAREAREOO SEEiYPPILLULL FLOOD VENT DFRM�G PLAN. SKEET GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
�EBECH L....EE.W. r— RR
RR "� 91cm1
BOW
FRAME RAFTER PEN CARPORT - HORIZONTAL ROD
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
OW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
j"
7YFICAC'SIDE ELEVAION 7� ,'E}-.;,`-IYP.ICALEND ELEVATION F: `.. `::
nmrtos`bb .,. \ _ -
R000wnW m)
TYPICAL SIDE ELEVATION
normawtF
RauuPooaa sv V. 000a
(A.W mMcrb) )
TYPICAL END ELEVATION
xmToswe
TYPICAL SIDE ELEVATION
rmrroscVs
Rou.w000a bIYBGBiO ooDR
W B�pcmm) W uwr�)
TYPICAL END ELEVATION
nmrosvut:
BOX i EAVE FRAME RAFTER OPEN CARPORT- HORIZONTAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF
BOX EAVE FRAME RAFTER UTILITY BLDG • HORIZONTAL ROOF
TYPICAL SIDE ELEVATION
nm roscNe
TYPICAL END ELEVATION
nmra scue
RDDDVa+rW gBB¢Ib)'
TYPICAL SIDE ELEVATION
nmrosrwL>:
RDLLLP WDR SNINDWD DODa
TPICAL END ELEVATION
nmrosrwLi:
TYPICAL SIDE ELEVATION
nmros
RDLLllP DDDR 6VMGwD DDOti
TYPICAL ENDELEVATION
nmrosws
BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
�
-7TI
RooDVBwrwmr�m,).
TYPICAL SIDE ELEVATION
nmroswe
aouuP000a smxDBuo 000a
(As aoum.) w)
TYPICAL END ELEVATION
nmrosrAtF
-
TYPICAL SIDE ELEVATION
nmroscVe
nau�v000a mvBuiwo 000R
Wepm�ue) Wes)
TYPICAL END ELEVATION
nmroswa:
Alllll 11///
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
norrosc
I
I
Le nmmsale
TYPICAL
NW-nmrosa�
63EWIEIMEC� FL!
®E COElI9PLIAI
fi7I'
Roc 0
FCAROLINA
I'
BECRICLENOMEERB7Q
®B WE6fBFWYURAVB6� `TF
�nwu, mm �
^0 3esTe
= fi
.y -
Lr _
CAIti=1 // 401
GENERIC PLANS FOR USE IN THE 9i'AiV bF FLORIDA
BOW RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX SAVE RAFTER GABLE END ELEVATION
® B �LEP GDWEERWG
�
M..
norroscn�
�1B
61E£r]�B
FASi�lEDro METERS PFAIIAlNiAC111S9[S
uarAwTwxemwrv?oxs rs
ax
fF�
,".PTO PAFTQLSPFA1/Tp
TYPICAL INTERIOR RAFTERIPO.ST
FRAME SECTION -BOX EAVE-HORIZONTAL ROOF
1NYSER Alm SPACMO OF RJF'!HS
SEE
TABIE 1
SHEEP
f OFe
KCAL RAFTER/POST FRAMING PLAN -BOX EAVE 7-
iASTEHFD TO RAFlHtWi
[qHx-M aSV'bRI AT
iwal Elm NPrnliMf2T
TYPICALINTERIOR -
RAFTERIPOST FRAME SECTION - VERTICAL ROOF
woTrosrue
TAS(E t
s� eJ
TYPICAL BOW RAFTER GABLE ENO FRAMING PLAN
HmrosatE
om
SF£ HAX61W
TASLEI fO.GFOR
loFo VEHIIHl
OfB
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
POST/RAFTER FRAMING PLAN -VERTICAL ROOF NOTT0-
NOTTOSCNE
TOEAO1AFlFR1MHmCox:1.43-- SBFOFW
FASTENQx SPAL®NO UY n a ac
FREESTANDING
OPTIONAL 2V-1' TO 30' TRUSSED RAFTER- BOW OPTIONAL 24W TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING PLAN
1mTTasouE HorroscuE rosraE
CAROLINA CARPP,'
GENERIC PLANS FOR USE IN THE
�BECNJ✓7L ENBAfEFJPWO
AxmrFaxwa d
,ATE OF r?�C
FLORIDA I
CONCRETE BASE RAIL ANCHORAGE
Te
DRILL NS NOIETMiDIR1TNE SWA6HER6
1fASE RAaArm>;Eal�ro
ANOIaR EYEwnxfaowaETm Tseoertwuws
11QiWGNAQ.T GCE ya
I
I
. ISEE GRafmmANCNOR
YP01UY! Gfl�wlE Sf1FET1GRa
II�� FM YEOUW®MIOIpIp
CONiPNDUS�
CwCRETE PAV9!Bit
EYEANCHw
1 CONCRETE BASE RAIL ANCHORAGE
r�TIQ'18 WANGlEQ&
acwREro PosrlEwlsmE)
ANDRAFTERwoRnTia WRH
TCPM K(2) mox
TDP ON BOfTOKmw54E:
NM AT RDILiW DDM
oPENwos,Posrsxann
fiERUSN WDN PAO. B✓D.
LlH•PDSTro MLLDN.YDN
amE OPPpSIf E THE OPFAp�G,
TO RAIL, TRUSS CHORD. OR
v: ,CO CN RETE BASE RAIL'•ANCHORAGE _,
2(18 GA NOUpBBNALE 16ro TPo6t)
�e fa YA14QWL�ffL1NACE (erofrrosr)
BRACE ANGLE s1wLL 6E 1mi ar
ro uAx ac FRou xaf aanNrA�
NPPlElO &1P
RAFTet
TSRAFIEIt
S'IANO TS NRPIE
6EdIPE IO6f TD NPftEWIM
(F)/ILu / W SDFb
' TS RAFTERPDSF
zA BOX SAVE RAFTERIPOST DETAIL
T6RAFIHi P05T
MNiLE6ELTIREro
PosrANDfusERla
(2) (Q/f3-M�WSfIFX
p)oN,oP.mw6m6
tscorrrmuous r"'_RAa
,u /END POSTBASE RAIL CONN.
`/ Nat To6mb
ONLL 6'S' HDf E TMR W GN iNE
&V�RALLMm SECIIREro
A11Df10R EYEYAiH 1?DI0.LlETHi
El'EANLHDR
dR RDD/0'LDNO
WIfN6HELDI
NB' Rw 6P ILNO 15EE GROIIMI ANCHOR
WRHrNElnc f� SLIEDIRE. fiNEal f D a
ASAPP{1CAStE�I PDRAPPtNwBMYI
&c BASE RAIL DEEP ANCHORAGE
TPfim
�'2B BOWRAFTER/BOSTDETAIL`..=;-.
EYEANCNDR II I6EE GRW(mANCHOR
WCft009TlOND 6C1ffDNE.SNFEif fF a.
WII11 DaLf HEIDt�FORAPPUCASpRn
BASE RAIL ANCHORAGE
a-IwGTsrasae
sEwREPasrro NlPPIE
wRN 10/ss-u. W sDFy
TS RAFiFRPOST
-T.
E RP1
lS CONDMIOUSCASERK
POST/BASE RAIL _CONN..
3 R® F®R
CODE COMPLIANCE llnunn
ST. LUCIE COUNT , "1 R H e
socc
O •.'JOENSg T
" BEGifOL QlWtr1 JWDJNC,
1mwlmNovwttA : * __
:W7
fillLllzm //
!!!!/III IIIIY�AA
NONSTRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC.
�1 RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
No1Ta5mb ® ]/1PI1B
®�ECH;GL IXG➢1lIDfA'O � d ,Rs
5(2)0NP=`.(2)MR—R
180/,ANu1EGID
roPOGTAlm
N'101 oN EAPIAT0 EMl150EOFFIERn2.HR-GSf.m ON RAFTER
END POST/RAFTER CO_NN. DETAIL_
NNTO Saab
�1-12'a1-f?aS 18WLlP
ANcuE SEaRETORAFIFA
AND GAStE RARWRNm
F12AIa1l60Ft.mGNroP.
t-vr,1.t¢arlew moNeortoY
aaANc�ESEcvREro
RAFTERPoSTANGGABIE
FUAYmMN)n2-uiw•6DFh
. moxroP,moxsaE TS GABIERAE
TS RAFTFAPCSF
GABLE RAIL TO RAFTER POST
11A NnTaCONNECTION DETAIL
sm
I
Z'
E
iN•FOR
S OAF FOR
?1?FRt
N W FRAYPKi
tBGAUGEUOINU✓BSWLE
—To.
AT RAFTEmn2-HiW SOPS
AT EACN Elm (. PEf i SRACE7
BRACE SECTION
F�ETO >n�
DSL MDR
C—GT6ILPPIE
SECIRiE FAO1tNI1N
(Qn2-HiW
'G FASfENEAS
2GA.l.
a RAFTER POST/DBL. HEADER DETAIL
NdTa Scb
EEGIRE ro RAFTER AFm GABLE
RNL VAiM (a)n2-tia W 6D
m oNro .(2)—
GABLE RAIL TO RAFTER POST
118 CONNECTION DETAIL
TeBnla
1-1? 18 GAUGE FURRING LI W P8 FASIflaEa
ro EALH RAFTER Wmt(21 n2-Ha W BCF
SPA®NOT Yq>FTl4 .6 GG
20 GA IhTAL NOOi
PANEL
TS RAABi
ROOF PANEL ATTACHMENT
(ALTFA .FORVERfICALROOFPANELS)
Nat T.S
TSRAFFQt PoST
IANGTS WPPtE
�, SECIIPE IY(N (.)FtbHiW
6ElF-0NRUNG FASIBHI9
2 GADWStETSNFADFA
we NIP —TO
OSL HDR
e RAFTER POST/HEADER DETAIL
NW TO SraY
SIDE EXTENSION
12 RAFTER/POST DETAIL
TS LEG POST iS IEGPGST
TS PAB.9 POSTS
TS BASEPAEjjj g
vJm
TYPIi
. FLOOD
VENT F
VENT FRAMING PLAN
NOTTOSCNE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
S'IONGTS—
SECUREF.tC —H(4) b4,W
SElFNiILLING FASfFN9S
12 CATSPDST
TE SASERAI
2nc NIPwFro
flIAE RAL
RAFTER POSTBASE
10 BASE RAIL CONNECTION DETAIL
NMTo Sala
sEamEm PGBra1m
RAFIBi WITH p)n2-uav�
soF'A m W RAPIER.
moNPosT
3 POST / LEAN-TO RAFTER CONN. DETAIL
N' IEWE® FOR -
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
BECNTOLQ70 1 ��
g2WEST1IDRl'OHCA r
J�A ffiS r
No 38 —_
FOAhU® OF
"/SS/ONAI-
�t?�•
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
2NNB
��B�OA�IXO RR Im xfs
�® � rs afPaai
VERTICAL SIDE OPTION
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROWUP MOOR b:4WGPA DODR
(K ggArXb) (MeppGrffibj
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
xorTo scut NDrroacuE
TYPICAL POSTIRAFfERIGIRT FRAMING PLAN
NOTTOS
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
ROLL UP DOOR SM(m%lp R
I--PP.—)(N �p4telEB)
S
t
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
Nmrosuu: .. Rrnrosrus
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
RiH�Bg��'%
DENS .yI0%
BECHTOL EN 60R NTESiD1N :<
6�h8fNEWYQIXA N0.
OHMD.i{fbRlA �ID •. •k —
B.e PE � Q ••. P ��` .
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
...
��vGwmruvo — RR -- -� N
a,rs