HomeMy WebLinkAboutFoundation & Anchoring RecommendationsFOUNDATION/ANCHORING RECOMMENDATIONS
INSTALL1°@ 'd
ANCHOR THROUGH
WHIM
6' bF
EMBEDMENT IN I
I MANUFACTURER'S
12"
Ground Foundation
DRILL I- HOLE'THROUGH STEEL TUBE
7HE'BA5E RAIL AND T BASE RAIL
SECURE TO ANCHOR EYE
WITH 3'0 THROUGH BOLT 2- WASHERS _.
SOIL CLASSIFICATIONS •
SUL CLASS SOIL DESCRIPTION
z very dones, k or. cesdarted
U N
coarse groveland dabbles,: calve.
,�
'oatled .11U. and. Gaya:
3' �Med4micanoe 'cOdbe=]andL only
days.
'GROUND. CHO
�'. SD' D$1T. Lucie County, Permitting
grarNe;.very:aw(mote. and,
z —4+B
Sande:nd
4 Lease to mnd
to LT
Hidense
BIIR,day and:Nlla allvvlol and
O OTHER
OR OTHER
o
oav ldays and dit ¢ands,
_ pPPgOVEO
Und a
Nm.to atBl Nays and silo, alluriol Pg. HELICAL ANCHOR
ME MAXIMUM
THE HELICAL ANCHOR SMALL BE APPROVED fqV
ALLOWABLE
LOAD IS
USE IN SOIL ClA551RCA71045 2, J, AND 1.
50 LBS
• ID4en from HUG'SI-d.ra lur Inxluuulion uI .011u H—s' PER ANCHOR)
III SOIL BASE RAIL ANCHOR DETAIL
Concrete Foundation
INSTALL 1'D MECHANICAL 4'"'
"STEEL TUBE
ANCHOR THROUGH, 'BASE RAIL, MIN. STEEL'TUBE'
BASE RAIL
WITHIN 6' OF EACH BOW BASE RAIL
(MAY ALTERNATE k STAGGER)..
*PR014DE MINIMUM EMBEDMENT IN
rFINISHED GRADE
/
ACCORDANCE WITH MANUFACTURER'S rp
RECOMMENDATIONS 1
i4 (TYP.)
HIC CONCRETE FOOLING REINFORCED
i4;s CONTINUOUS (BY OTHERS).
CONCRETE' RAIL. ANCHORAGE
�J (SINGLE LEG)
f OR FIBERGLASS EXPANSION ANCHOR THROUGH
OrE,
BASE RAIL WITHIN L A G
ERO _ EXPANSION
COLUMN(ALSO APPLICABLE
ENO WALLS)
n
O
-0" I I,VARIES
(OPTIONAL) ,{ I 14' I #4.(TIP)
4" THICK BASE OF / I •12 MIN.
OR -CRUSHED STONE) LMONOUTHIC CONCRETE FOOTING
(BY OTHERS), REINFORCED 1WTH
:2 - i4's CONINUOUS
it1CONCRETE BASE RAIL ANCHORAGE
Q (DOUBLE LEG)
NCRETE",Mf]NOLiTH]C,SLAH / GnNCRETE.SLAB BASE
SIA SE RAiLANCHA Ey� ASCAE• TUTS \ J8 SCALE• TUTS ^`
(MINIMUM AN
EDGE DISTANCE IS 4•) 'as,
ANCHOR EDGE DISTANCE IS 40
These images show the suggested ground and concrete base rail anchoring as proposed by our
engineered plans. Please be aware, as is noted on the plans, that the customer must confirm
with their local municipality exactly what is required by their local building code. For
example, these plans show a minimum of 4" anchor edge distance as well as 12" footer
minimum but some municipalities may require more depending on the structure. The lower
two images show concrete foundation options with a step down or slope at the concrete edge.
REVIEWED FOR
CODE COMPLIANCE
I LUCIE■Cp/OUNTY
BOCC
lulzo
0
- 7i -
FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE RAFTERFRtIUE END POST, GROUNDANCHOTA
- RANNDDPANELFASTENER SPApNO SPECIflf.ATIONS
`WIND SPEED
-.:'nvERAGEFgsiExert
6pacwG
f
( - '
ONCENTERS ALONG RAFTERS 0R
APPROVAL EXPIRATION PARTIALLY
MNLIMUM� PURUNS.MDMSTSGRGIRES
"
1 PRODUCT CATEGORY SUBCATEGORY MANUFACTURER No.&DATE 'DATE OPEN ENCLOSED -ENCLOSED WIND '
NDMINAL POST/RAFTER• ONtIIESJ'
- 'WINDEPEE
-'1BD RISK EXPOSURE SPEED WIND SPEED SPACING INTERIOR END
STRUCTUMLCOMIWNENTS ftOQFOECK CMOLWACMPORT$W0. FI0698.fJ5 f04ht51P' 180 f80
FILG CATEGORY CATEGORY '(MPH)
(MPH) (FEET) POSTS/RAFTERS POSTS)RAFTERS
- MGau9a AG Pui
SiRM.IUMLCOMPoNFMS STRUCTUNLL WALL CMCUNA WVORTS,WC. aumi-R5 WIVIG7 IN IN. A80 11OTO150
1 C
B9 TO 116 S.D' 6 B
26G.,.AGNW 1WIWIT
15LT0ISO
-
11]TO 109 4.0' 6 6
STFUCIUR4LCOMPONEMB FLOOD VFM LPA\VL SPACEDOORSY6TEM6,NG
CRAWLPACE '09A11O0 WA WA WA NOTES: 1. SpeHf 401¢SppW Ao 0 M Q.t,IerMW
a.18FLUN-.'
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EMElU0R000RS SWWGING ELIXIR OOORAND METALCOMPANY Ddl11l[0 WA f39 138
01GWI83N1 repu'vemen4lgaparoal NlAM> N/webPo>nuYvery,
Sexes a0xf4 olGtlltB
'
GROUND ANCHOR SCHEDULE
-
F2IIERIOIIDOORs WINGING EUX(RDOORANDMETALCOMPANY FLIIMSsRl Ovlino WA 10 147 ULTIMATEWWDSPEEOMETALCARPORT INSTALLATION PLANS
(mph )
Sexe>4m olmis
770 120' 130 740 iRl 760 170 160 ANDSTENESAND FRAMING AND
EXTERIOR OOORS 'ROLL.tM ASTAINDUSTRIMING. FLw8RI-R!5 On,= WA IN 176
FASTENER SPECIFICATIONS
S
mWW, T(CrmMiwwN) 1=7117 12
EXTERMCGOR9 ROLL -UP CAROLINA CARPOM$ WC. FL16GMI- 11111RD WA 1F9 '138 14 vAeope,
In AA
FOR 6X)NSTRUCTON IN THE STATE OF FLORIDA
S4e1 pop Up8MelDmr(1TMv.WtlN) wIW19 v 16 Dew 1D -
WINDOWS SWGLEIWNG MIWINDOWSMDDOORS FI-174MI.PS 1WIM3 WA 175 157 16
PREPARED FOR'
MD1d1666H O32M9 30 u,Are M
CAROUNACARPORTS,INC.
P.O. BOX,12W
F>(IEPCROOORS ROLL -UP CMOLINACPAPORT$WG F116B093Aa 11/11R0 wA t80 16D t7 22 DeW IC
pOBSON.NORTH CAROLING 27017
Sleet poA-0p SMa1DW@Wtl0 W111,119 24
EXiEItYJR CO0R5 RCLLUP CM0.INACARPOR7$BIG FLI68WA R4 IIHI 0 WA 160 1n 26
m
Az':' PREPARED BY:
BECHTOL ENGINEERING AND TESTING, INC.
Sled RaA-UpSMel Dem-1@Yfde WIfM19
28 f@AMd 65WESTNEWYORKAVENUE
EXFERORDOORS ROL4UP CARQINAGRPoRI9,WG G1168Di3R< 11/it!!D WA In 1}t 30
CeW 1t DELAND, FLORIDA M20
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CerIlG�ta DIAUWPI'PaBon Ne.00005492
DETAILS ICAND 1D GNO'JlNON SHEET4
OF 6
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GENERAL NOTES: - -
1. THESE PLANS PERTAIN ONLYTOTNESTRUCTUREWCLUOWG MAW WIND FORCERESISTWGSYSTEM,COMPONEMSPNUCIMDWG, PNDB7SE RMANCHORAGE OTHERDEPGN RSUF$WCLWING BUtWTLkANE0T0
RpBSiOCDRETi1NTTNEC{LCIIUfO,V$NVO
PLUMING. EUMTRICAL, INGRESSMORESS. PROPERTYSETSFCM FWISHFLOOR DEVATIONMDSLOF$ ORMMRLOGL20NING,REGUMMF TSA MERMS NSIBYRYOFOTHERS.
6PECFICAMNSHiPFN1NVE8EENPRF➢ME08YlIG
UM1LER6
'THESE STRUCTURES ME DESIGNEOASNONENBITABLE UTRItth'IONAGEONLWNGS(RISKCAFEGOAYI CAPABLE OFSUPPORUNG DEAOLOADCF IHESTRUCiMiMDAPPLC ELWEANDWBNLOA05_IMNNYEAyiiS
L f
CEW3WESSON>tENG1LER�AtiM=V
pLCCBb11LE\9RN TIIEREOIYRNFMS CF 6TCBOV�CG
NC,MI[CNICNLTADDRESSm USNGD0pRS.WIH00WST,IIIE ERCOM1IPONENIS NOT 11STfL(NINE FBGnPPROVFD PROD'JCi5 L5T(IN68NEETh ANDtllIi PPOVWEOPNO W81A1LEO BYCAROLV:ACARPOMS,
iNER000a BULDIHGCCOE,BIXINEWFICNTAI)f..1NERN5
LMDS NTf
INC.,WIVCII EXERT ADDITIONAL LOA05CN ifIE6tPUClURE 61lALL BEATi1{EOWNERS F{ISK BEf.MIX ENGWEERINO ANOTE5IVIG.VIC: SIWINOf DERE8PON81BLEfMI61flUC1uftLL OAM1GEORFAILUREUET011✓E
MIRLTHERFM,PEYi5KK161NERCRIDABUA➢NC
MPLICATION OG A001(IOIUL TOADS.
CODE.
COME.
3. ALLSTEELTUNN6 S11ALLBEE0K61GALVA MSTEEL. ALLFABTENEASSHALLME VAN6EDORSTAWLEWSMU.
\`\1\\11HIIBIEIG]7jA7'
4, ALLCOMMNEM MDC DDINGSMLLBEINSTaLEOAMOROINOTOM WAbMRER5MSTAWTIONINSIRUCTIONS:MDSII4LMEEiiHE DF45FI PRL55URE$REONP[OINIIIE ilON0A0U&DWG COOE(fBC)Al❑@
........ _A
.LOCATION OF THE BUILDING WITHIN TOM STATE OF FLORIDA. -
131L011p(7LyF IDQII IE9i1N0, INC.
0.W
S. ALLF@LDFMMIN000NNECTICNSSNALLBEAI2-lexV4-SEIFDRRLWOSGtEWSWRNOUtf.ON1ROl8EAIWA811EA.gLLBHOPfMMWGCONNECT10N6SNAlLOEWELOEO:
MBE�NiyTG
ppWAl
10- A� 1.iF=
$ CANCRETESHALLHWAMINIMUMCONPREESSIVESTRENGTHOF2500PSIATMOAYS. THEREINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETESUDFOUNDATIONS SHALLOEREINFORCFDYIITtwiswlAAYtA
WELDED WIRE FABRIC COMPLYING WITNASTMA WIS• OHINON SYNTHETIC FMERREwFIXYCEMEXT COMPLYING WITHAS1M C1116.
-
7, BASERALGROUNDAACHORREOUIREMENTS: ONE\NTUN@OFEVERYPOSTLOCATIM.ANOBOTHSMESOFOMNWGiW REO/SEMILMAB .GROIFOACHMSBM OTMONRFOFORCONCREtEFOOTWB
f1oW 'OL
ANOIORCONCRETESN MNSTRI IONSEEGROUNDANCHORSCWDME(MSSHEET)MRSPECIFCTYPEGROMOMCHORREOUWE,.ff s.
8. CONCRETE ANCHORS SHALL BETAPCONREDHEAO LOT'R'.VMEOUWALENTORWU4TMN IREWMLA71252,ORSLEEVEANCHORAIODWMIMOREMNALFM.
♦•�
iqx
S�ONPL �.\�
B. POSiMAFTER8MCWG: BRACEONEVERYW TIPF.FTERMNNCMIONE%CFPTFMLMWALLS.
HL SEAS FOUNDATION SUSCRADESOILS SHALL SETEDRIVITE TRENTEDMD CCVEFtEDWITH 6 MIEVAPORRETARDER PER SECTION ICI OF THE FOCSMTHENTION(ZOM.MSIPENTmSECTION UU6.IOFTHEFBCSMH
CAROLING CARPORT$, INC.
EDITOND017).BUILDUNG. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT SCARING PRESSURE OF 2,W9 PSF ISANUMED.
11. 14GAFRAIANG: 2.I?X2-fir TMESTEEL.(Ts)\vRH2-l/4•x2.li4'TSNwnES.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
12GAFMHJNG: 24R•x2-II4-TSWITH7x2'TSNffRES.
12," ENCLOSEDSETWITEONWXG OOOEHIGHNOFINTERIOR NRGRADE. OPENWGSON EX OPENINGS lD6EW5TNIEOONgT LFA$TTWO jII610ESOF ENCLOSFp AREA; 4•/RNOASEOF
OV4N
�� D.EC.NT1peop- EERl7F0 a NR
NUMBER
REXTE REOUIREDTOTALNUMBER OFnOODVEMSNOTEO WTHE FOCPPPROVEOPROpUCi$LISTSHALLBENSFDONONE(1)ROJUV[MPER
VFOOT OF OFINTERIORT`r
a+VypWI
PI LFLOODWWFRWLN.
EVERY 306 SOUMEFEET OF ENCLOSEOARFA. SEE ttPICALnN'DVEMfpAMWGPLAN. SHEET50F 8.
" ®
—T9 IsrEErl OFa
REVIEWED FOR
CODES ®COMPLIANCE
ST. LUCIE//'�C��11OUNTY
BOCC
RAFTER OPEN CARPORT '- HORIZONTAL ROOF
BOX EAVEjFRAME RAFTER OPEN CARPORT- :HORIZONTAL ROOF
TYPICAL END ELEVATON
MTTUsv.1P
BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF
TYPICAL END ELEVATION
x wsa
'TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
,NUTTOSDN6" NDITDS
RAFTER ENCLOSED BLDG-VERTICAL ROOF
TYPICAL Wk, EAVE RAF fER GABLE END ELEVATION
..ITO C
BOW FRAME RAFTER
BOX EAVE
0 1 1-,
TYPICN. SIDE ELEVATION _
.DT..r
BOX EAVE
ROOF
BLDG-
CAROL' V I �4"bRTS, INC.
.GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
REVIEWED FOR
CODE COMPLIANCE
S g , LUCIE COUNTY
BOCC
TYPICAL
IMERIORRAFMWPOGTFRAMESECTION-BOW FRAME
xoiTosruu ua _. -
-lFRYWMIE SIENCI IOM- BOX 1[AIYP-HO
R¢OMAL ROOF
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INC.
CIENERil"A l� .NYSE IN THE STATE. OF FLORIDA
OLMM
BECHTOLENGINEEFINO d Me
oiEsnn4 xa gym. �._____. -
RF,=m aeME® FOR
COMPLIANCE
ST. LU f�CE.IE■/C■/000NTY
BO CC
eCONCRETE!BASE RAIL ANCHORAGE
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scxEuaE. sNEEr1«6.
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7QX7I6 WMGIECIi'
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�� CONCRETE BASE RAIL'ANoxCHORAGE
�J rums.. ronmw;wExwaaflrs Lh
eBOX EAVE RAFTEkiPOST DETAIL
POST TO RAIL, TRUSS CHORD, OR ENOPOSTJBASE RAIL CONN.
NON-STRUCTURAL HEADER CONN. DETAIL \�1
untt.trm `/ Np1 T45ob
EYE A.K�gli
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WRx 6'HEIIX
SCNEONE&1EEi 1fi8
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&'BASE RAIL ANCHORAGE
euT.sn
1 BOW RAFTER/POST DETAIL (D: T/BASE RAIL CONN. DETAIL
'L J Nfli.E...J "-' --
NON-STRUCTURAL HEADER, WINDOW
K:1.RAIL, OR GIRT TO POST CONN. DETAIL
HarosuN
FOR
ST, fd_�r= ;IE COUNTY
sOCC
WMUL SIDE ELEVATION
NOTTOS E
TYPICAL END ELEVATIDN
NOrTO E.
GWIb
rtwmx
i.+m �ewtiie niAnviaov+wea rwsreeunro
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BLDG - VERTICAL SIDES
'aouuvoow aw�xcwaoaon
Wse�N•IT _Nsew�O+)T
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
I
i
END POST/RAFTER CONN: DETAIL
xmT•smx,
GABLE RAIL TO. RAFTER POST
,r\ -I...T,a... CONNECTION DETAIL
LJ
I:
1,
N-fOx
Ixf,Ai0.LLWG
csivuueu
IowucEororxusrwflriavw�
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auTeawlrx m•Iz-ia, va�scn-
Pi EAPf ENO (1 PFA MILFJ
BRACE SECTION
&RAFTER POST/DBL. HEADER,DETAIL
xx 11E
IN4 VIiiN (al nbl., Y.' SOih
m ONTOP.mCNaOTOY
wefEzu
GABLE RAIL TO RAFTER POST
`'J �
,e �CONNECTION DETAIL
wTesm
106 fawucEEMIIINOOLWMELfA5TEM14o
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vPryEf
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ROOF PANEL ATTACHMENT
(PLIFRNPTEPo V MM RWPOME1S)
"T.S
RAFTER-POST/HEADER DETAIL RAFTER POSTIBASE
i1 11 BASE, RAIL CONNECTION DETAIL
'NM TO S2Y Na1TO Snl9- -
"SIDE EXTENSION
,,, RAFTER/POST DETAIL
I
SEE GENERAL NOTE No. 12, SHEET 1:OF 6
\POST/ LEAN-TO RAFTER CONN: DETAILI
�" J xa rope