FLS01-04-24
FLS 01-04-24
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222 N Bmy lA BIll HUNT
TOP CHORDS,
BOT CHORDS,
WEBS,
2><4 SP #2
2><:4 SF #2
2><:4 SP #3
SJO 1-001
QTY' 9
TI T-2
Tru~~ configuration and loading by
manufacturer
.~g~g-~.==.~a.Joint Locationa~~~__..a~___~~~
1) O. 0- 0 4) 15- 1- 4 7) 1~ - 0- 0
2) 5- 4-12 5) 20. 6- 0 B) 10- 3. 0
3) 10- 3 - 0 6) ~O. 6- 0 9) O. O. 0
PROVIDE UPLIFT CONNEC"rION PER SCHIIDULE ,
RlI 442/1
R2, 44~#
Thie truss ie designed to withstand 110 mph
wind per 1991.94,97 saCCI (Enclosed,
End Zone, Yes Mean Roof Height ~ 15 tt)
Wind Dead Load, 17 0 pet
FE] 1 2 2001
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EXCEJYf WIIERE SHOWN, ALL PLATES TO BE ROBBINS-LOCK
ROBBINS
Engineering Inc.
p 0 IIQ' 280055 I J '''po II 336&2
222 N BETTY lA BIll HUNT
TOP CHORDs I
BOT CHORDS
2><4 SP #2
2x4 SP #2
(RHS '" RobbIns High Slrength Plate)
DeSIgn Crllerm '" TPl ANS!lTPI 1-1995
stale - 0 2500 (I)
ROBrHNS LOCK c(mnet10r plaL~ (20 go galv :9l(l~t ASTM A446 Grade 1\1 nobbms E:..UK Co l)car.l no re5po....~lbllHy for 111~ (ree-Llon oi tn.t.90Sot=~
~hall UC I!Ippll~ On boll I races of InJ.s..9 al t=~Cl"1 JOlnL Ccnh:r Uu= 1J'1~les unle,d!-tld br.aC:Jng Of permillin~nll(lI~ brac.lng Rd-f:r lo 111B 0. l
oihoWH Olherwl:!!it: l.J.y ell des (.ol Or dlm~l\slOllS UfLlt=~ OttlCnY1.s.l: IndLc:Hed by.as pUb'lshfil by lhc TruS$ Plau~ lns.Ululc 5B::! D OndtlO Drive Sulle :200
a"''I/' :::LH 510Ui In plE'lla I''LW pElraH~ll,'{Ub the chord.a. or hQfl:torH.ally.al LHr:= Madlsoo "rIrISCO[l$ln 5j719 P.cr50f'l~ ~rccung l(lls.5es are enLH[on~t! t.o .9oc:~k
p~ illc .a nd I or ] l ed No l~ ~ k fl o.\.s or WLL./1 ~ l n p I a. L~ tOrl ti],ct e r~i11 Splice rro'~!I1 On 51 ad\-1cl: I;;onc~m I nl!! prop t=r en:cL I on braef ng ta p rcven llOppl [ng
only whc.rr:= =-h-own OverEll1 spans aS~IJmt: 4. l,)oCllrlt.g;!!l at Il'.:,ftCII enq unlc:.u a.n..:;! dOl'nlnQlrg' Care :illwuld bt: Inkl::rl Lo prc'.'t:nL Jarnft.gt: dunng riltlfiC4liUOI
!ndIC,Ut'tJ olhcrwlsc CuLUIlS anJ fdbflc.lLIOn shaH b~ pel'formcc1 .oIl t'~Ll~pmt::riLd.-agot:" shlp~ng aihd r:=1 ~Wm fQP iJnd !.:JOLLOI1l -chord:j. s-h.~~' be dllc'lUaLl1:ly
......hlcll prO:.:lnct-S iIIon~.s nll!llg JOIrH.l!i lilld pli:H~ This '-lr:=.'!llgn ......::1:1 pl'"r:=p.J.red in bra-ccd ~n tho!!: Iilt.~ene.=.p( .!lo1l!:..J UHng. or (1~lcl c~Wnl!!: riC!I;p~cU;..;:I'y I~ L:!I .he
o.croruallcc:- .....Ill. NlHlol~.u1 O~rgn Sp~lnc.aH.on:!il fer ~tre.s.s Crade LUlrlbiCr rc:spol").!Ilbl1l1y 0{ C1lher~ to a~C~n~ln Lh9llbr.:: d~lg/\ loads ULJlj~cd 011 LI1Is.
on'l.l ~L:! f ol.'!'lt::nlll~.:lo jAI .r....~ D~.ilgr'l SpecllluLlon", (or 1..1!;l.ht MeUJiI PI..Jti!:=: dl'ilwlng tr'lll::or:=t 01' (:)(<..'I:-td Lhi:: ~CLuilj di:=ad lQ.ud~ 'rnllose!l l.J.y tile fM~laUfe and It
CCIlHll!;t;:teu Wood rf'l.~50~.eS rrFi11 iIInd tlUD D~I.RJ" Cr1LeI"La f.or TI"lIs.!iied Ral1r:=tsllve loads Imposed by ~hl:: locall:.JL.JlldLng C'Od(" Of tllStO.-iC41I c1111l"lllc reoord.s
FURNISH A COPY OF rillS DE:SICN TO ~R~cnON CONlHAC1UR
IT IS n I~ Il~SPONSIIlIU1O' OF 1l1E BUILDING DE:SIGN~R AND muss FAB TO RIWI EW TIllS DRWC &.
VERIFY TI IAT DATA INCLUDING DIM Ii< LOADS CONFOHM TO ArlCI' PUll' I specs & FAD 1T1USS UI VOlJTS
TC LIve 300 p)f DeSigned By. Hl
TC Dead 70 psf
BC Live 00 psf Checked By RE
BC Dead 100 psf Dale 1-15- 1
TOTAL 470 !l;f
LOAD DUR FAC I 33 L.'\"g No xHl-41401
SPACING 24 0" Seqn 27090 . J 3007
SJ01-001
C. 'Cl '- 'i'C
Co vI K_St=..
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Tl T-1
QTV. 2
Truss configuration and loadIng by
manufacturer
a~a~~~gGa~a~AaJo~nt
1) O. O. 0 9)
2) 2-)- 0 10)
3) 4- 3- 0 11)
4) 6- 3- 0 12)
5) a. 3- 0 13)
6) 10- 3- 0 14)
7) 12- 3- 0 15)
a) 14- ). 0 16)
LocationSa~a~a~~=ga~..~a
16- 3- 0 17) 1~. O. 0
18- 3- 0 1S) 10- ). 0
20- 6- 0 19) B.)- 0
20- 6- 0 20) 6- 3- 0
lS. )- 0 21) 4- 3- 0
16- 3- 0 22) 2- 3- 0
14- 3- 0 23) O. O. 0
12. 3 - 0
This truss .5 de~igned to withstand 110 MPH
WInd per 1991,94,97 SaCCI Provide adequate
connection along continuous support for
40 PLP uplift
Reter to Gen Det 3 for
web grades and bracing
I, 1O-3-() ~~ 10-3-0 {
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I 2 3 4 5 7 8 l) 10 11
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5-1 12 5-1.12
1 1 ~
00-4 0-0-4 ~~
+ + 4:
J
2X4v 2X4v 2X4v 2X4v 2X4v 2X4v 2X4v
2X4v 2X4v JX5
~' 20-6-0 f
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2J 22 21 20 19 18 116 15 14 13 12
r 20-60 ~
COnlllllJOUS Support DeSIgn Crllln~ '" 'IPI ANSIITPI 1-1995
EXCEPT WIIEfiC SHOWN, ALL PLA 1 ES TO llE ROllBlNS.LOCK (RII'; '" Robbms Hlllh Strenglh PI~te) ;edle ",' 0 251)0 (1)
~ ROBBINS
Engineering Inc.
\0 Box 280055. I JrnpJ It }36~2
\
/
HOUBINS LOCK ~rllLi!:=:c\o'- rdBtc..s f20 8,j} gal... &let::1 AS'M A446 Crl!ii;Jc: fl.l Rabbjr1!1i E.ng Co b~ars nQ respof'lSiH:i1llly [-or tht: ~rr:=CtLOI"'1 of lr\a:8.,=s-
.sJlLlH bl: 1;3 P[lHed on bmtl ra~ OflnH30.S1 IH ~a-ch jOlrH Cl:juer u,~ plaLt=!i unle51t.reld bra~!nEl or rerL'Il..Jon'=Hlll"U:!I.!j. bf"lel11g R.,=ri:=r to HlB 91
s110\IJn othel.......ls.-t=: l.::.y l;.lrd(';~ [(0) 01" d1tn~IL:g.Lon!li Unl;:.Ss oln~rwl$i:= Lllcllca~eu; uy as pLlo~ished by 1Hr:= Trtl!lS :l-'1...He LnsLltuL(: 5B.J. D OI\o.fr~D Dnve Sllll~ 200
lli Y all 0510-1..9 III I)Jo1Les f"lln pualtel \loW, Hie chords or horl:wtHalty allh~ Madl$on Wlscons'1n 5371 9 tfersom: ~r~cLln.g lru:!i&~ art:: C+I....Llon~d to sJ:=:ek
rl!: ~ 1\ ~ ud I OJ h ~I::=l No 1 DO.se !mob 01 WlW iC.'!I L1".I pi a lc: cOon L.a cl .:He,), Spll Qe P rofcs~LCln ~ I ad ...1t:C" .oon crrnl n g ptopcr ~recLl on lm:H: I ng 10 p r~'J-en t toppHf'I g
only wll~l"~ i!lihD\vU Ovcratl :5p.:m.'lo 3:!!ilH.un~ -4 Qearl11gs lH ~ach i:=l1d unless and .domlllolng: C,.-e !:Ih.oul(J b~ t.aken La pr-l::vcnL dalH.d.,Re du. in~ (i..IbrLcall-or
.IlJIc.aI~u oLlli:=rwlse Culllng uod 'abrll;aLlon 5hall be f,)f::dal"nl~d OH <<i\llpm~alorage l!ihl[)plng j)~d ,erecLlon Top ami bOL~orn chords :!ih111 h-l: iHkquately
whLc:h proou-et::~ :Hl'il~ Ihlln~ JOints and plates Tt11s. de.90lgn was rn~pillr.r:=d In br-.ced In lhi!:=: ab,s,l!';./"'Ice of Sn-f:.d.Lhlng Or' ngld r:::t'!hng f'"4!:iip'l:ctlvell' H b the
..ecol (],ad1ce wl\h NJtlom3.1 D~lgn. SpeclflC-illHons ror Slr-t.S3 Ol"ad.e Lumber rcspo....s.UJlllLy or OU~i::fS 10 i],B.CC'rlaI111hal du~ d~I,gll loLJ.o.s. ullll.2.ed on this
~Hd 113 f'''".LSLi:nlllg50 tAPPA} De.!Llgn SpecmCa,llons for Ughl Melal Plalc: drawlng m-eet Or exc.i:ro U\~ ELdl,.J<ld de:;.u lo.at..ls h'llpOSi:=d by Lh~ :!HtucLul ~ ~nd tl
COIHld::li:=d WoQJ TrU5:50e:5" n Pt] Llnd HUD D~lgrl Crll(rl~ for TnJ.,5.5Ied RaItenliU....e lOilds jmpQ:9l~d by Ille local bulldlng LOJe or IH:stDr~Cill dJmallC: n:oords
I'URNISI1 ~ COpy Orll11S DESION TO J;:RECTION CO~"fRAC1UR
IT IS 111 E: RESPONSIBILITY m 11 IE: UUI laiNG DE:SIGNE:R AND muss I'AB TO ru::VIEW lljlS ORW(; &
VERif'V 111AT DAl A INCLUDING DIM & LOAO<; (,ONI'OIlM Tn Allr" 01'" '~D~,"Q . ~. n ~. ,~~, . '" --
TC Live 300 psf DeSigned By Hl
TC Dead 7 0 psr
llC LIve 00 psf Checked By RE
BC Dedd 100 p,f Date 1-15- 1 ;
TOfAL 470 psf
LOAD DUR FAC 1 33 LI If.! 9 ~: :A~l- r.l.~O~O
("IT'Ii!!. "....,T..'_ ....-
tJ31S0J 0 A8 p&A&Mns NOll VJI.:JWJ3J ~O 31 VQ
Tv':JSICJ'V'i'V a 118 UMOJO 66-6-['
gO ['or066 I!qor OL<;;<;;# 87 '<;;ror# S7CJ
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IS ...alrd for one (f > }leo" from Date 0' C~rl.jflcalu:.if'
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P'-'I/SED
6r r ICE LOCATION 1305 SOU1H HIGHLAND AVE
CL[ARWAT[R, FLORIDA JJ756~J508
NOT VALID WITHOUT THE SIGNA TURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER
PREPARED FOR AND CeRTIFIED TO
WILLIAM C & VICKY HUNT
ARTA
CHICAGO TITLE INSURANCE CO
MARKET STREET MORTGAGE CORPORATION
1
Tills I!loper 1.1 I,es Wi/hili (loud Zone
{{ole Mop Commumty Ponel #
), cJ~ df::[Jlcled 011 Flood Insurance
12:3096 00080
Voted
8-19-91
BENCI-IMARK
BASE FLOOD ELEVA7fON N/A
SECTlON~-.1j)__ TOWNSHIP -.29_.s_~RANGCL5L~
BASIS OF BEARINGS 7 HE W["Sl mL Y R/W LINE OF BETTY LANE
BOUNDARY SURVEY
LOT 6 BLOCK 7 COUNTRY CLUB ADDmON THE SUBDMSfON tJEAUT1FUL - OF
CLEARWATER, nORIDA ACCORDING TO TNE MAP OR PLAT THEREOF AS RECORDED
IN PLA T BOOK 7, PAGE 36, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
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TARGET LAND SURVEYING, INC.
. POBOX 663
DUNEDIN, FL 34697-0663 PH (727) 784-0573
, .- " ".
I hereby; cerhf:Y' that thIS survey was mode under my responSible
chonN"p7:g,f;n't,e.fs, the minimum Techl1lcal Standards as set forth
by~,,'i'h~ 1fJQ.r(t!~dt? of ProfeSSional Land Surveyors In Chapter
61 f?,^'~I~"1:!!?~,gef..r1~,f,r'strq~t!Ve Code, pursuant to See/IOn 4 72 027,
FlonlJo.,_Slalufes. ... _'" - - - F,eld Survey 3-6-99
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J-9",,9.9 ' Drawn By 0 MARISCAL
. DA'rE :OF:, CERTlF/CAJ;fON Surveyed By D FOSTER
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