HomeMy WebLinkAboutBLD2007-01435 TRUSS INFO.TIFITW Building Components Gropp, Inc.
1950 Marley Drive Haines city, FI. 338"
567
Flo,ida Enginevivg Certiflca[c o(quMorizetion Number /
Pp c 1 .11 ] umcn ID'. 1TB5311$03MO85148
Tmaa F.a;Fawr
Job Identification:
T[uaa Coun[
Mndcl Code:
3msa (Cn @na:
Engime,ing snB,.ma:
Svnchr l Engimer of Revord_
Addre
Minimum Ikaign Losds:
REP p F 004 « ee
1
1 N�
Standee Wilding Cade
AAMIMP1- 1995(S7D)
Alpine Software,Vemion 7.37.
Aaof - N/A
Floor - 55.0 PSF 9 1.00 Derati an
wild - Yo Yield
Too, 01y3>
9
Nods.
1. Determination as to file suitabi Iity of these truss colgdnents for the
structure is tW responsibility of the Wilding designer /enginer of
record, as defined in AY51/7P1 1
3. The drawing date shown wn Nis ind4a slant at nsteh the date
shown on ties individnsl trans compo drawing.
3. As shown an attatind drawings; tae drawing hirer is prelndetl by: DCIISY311
Revised Trusses
d 9 af Desert ptiwn Draino9 Date -l i
1 97 097- -FEZ 07ZIMI 10/01/07
Sell Dare 10N22O09
-Tmas D—gn F.ngineer-
lemcs F. Co M., Jr.
1950 Marlry Dave HainesC t, F1. 33894
Piedmont Components
P.O. Boa 878
SMIby,R9 28150
REPAIR 1994 / REPAIR 1994
Oct 02, 2007
Page 1 of 1
2 Try as
401> 77259 - -0F / F10 -- 07271059
402> 97887 - -FO2 -- 97274001
III . beso m 11. DERIPTEA INEPT 11. d bNEMIEN5) SWNIRm .1 Ems' RAN
This truss is repaired co stub the right ena by 4 -3 -0 as sbe,
Refer to drawing HCUSR311 07260007 for plates and
other data not given here.
Repalr(s) must comply with Alpine designs 8 specifications
Shore Truss and any supported spans In proper position
as repair Is being made.
THIS REPAIR CAN, ALSO. BE APPLIED TO THE FOLLOWING TRUSS(ES).
TRUSS F7, DRY# HCUSR311 072EDO07.
++ USE A CARBIDE TIP SAW BLADE TO CAREFULLY REMOVE
UNWANTED PORTION OF TRUSS, REMAINING PORTIDNS OF
TRUSS AND ALPINE PLATES MUST REMAIN INTACT A FREE
FROM DAUGE.
t
1 -3 -8
r
t -q -0
9 -0 -0
,,;REMOVE 4 -3 -0 FROM
RIGHT END
x b 2-6-12 2 -6 -0 1 2 -6 -0 2 -6 -0 1 -11- 2_0_12, 1 -3 -12 2-6-0 2-6-0
0
2 -6 -12 2 -8 -4
1 -3 -10
-10-
1 -6-6 1 - 2 -8 -0 2 -6 -0 2 -6 -0 2 -6 -0 2 -6-12 2 -6 -0 2 -6 -0
) -a -1 -5 -4 2 -6
-12 -10-
IL 28 -11 -8 Over, 3 Supports —
R =749 WAS
R =1576 W=5.5"
R= 142/-362 ...A
PLT TYP. Wave TPI Desig Crit: TPI- 1995(STO)
/ - /R /-
Scale = .25 " /Ft.
_ _— _/
TRUSS REPAIR
40.0 PSF
REF R311 -- 77259
oA..no n ssTS wn IF CAmTU tv T.nwTIA To SET"FA w me TETpT w w..1<
. 10.0 ESE
DATE 09/28/07
Am nw nAS S ry 11 mm E. N Sow 1..A TIRE :UOSm wen a S 1A.mw
Am TAPI
oT.uxrS e.o mn�Ia. mTw.A mm ,... w,ra w
T THE nNm o
v
DL 50 ESE
DR NcusN311 07 271053
�a.no..,,a,�1.w— I..w — rmml m.1, —,IN. Twmr—
. TtiSS 1� uTa. w .E TP w. rvEEmn[Tm Sm S om TIRE
T .. TAA TEAT T oaSE
0.0 PSf
HC -ENG OF /
ALPINE 11 TIRE wwra . mT . n= S o. RFTm4 To amn e a mSw 10
D 55.0 PSF
SEDN- 10747
N[SAw w.. wI — .1.. w.. S. —1 To Txms uci�as oT rva .SUx
mT.T wSS w T TO ARTS .owe n RA FEE
xEA
AC. 1.00
NT OF A . I o.m.
mva RAN fO PA TIO NE nw
" ci i veaa ° ' �T.»r.
oI .A
I NG 16.0"
JREF- 1TB5311 Z03
.—Negative becti one) of -362# MAX, (See belay) from a non -wine lose
case requires uplift connection.
a FIELD APPLIED 2X4 SP #2 (OR BETTER) NEW MEMBER.
CUT TO FIT TIGHT. NOTE (3) NEW MEMBERS.
^* (2) NEW 1/2 "%(SIZE SHOWN) C -D EST APA 32/16
SHEATHING (PLYWOOD OR OSB) ATTACH ONE GUSSET TO EACH FACE OF
THE TRUSS WITH (3) ROWS OF o. 128 "X3.0" NAILS SPACED 4" OC.
THROUGHOUT ALL MEMBERS, WITHOUT SPLITTING THE LUMBER.
GUSSETS MY BE NOTCHED AROUND THE HANGER BEARING.
23.26"
is Typ �- 2 -4 -0--�
TUTS WG PREPMEO raoa cplNrea INPUT (LOOSES s Dul lol6) SUBMITTED ar TRUSS I
This truss "i repaired to add a core. load of 1501 at 6.1
from the left end as shown.
Refer to drawing WUSR311 07260020 for plates and
other data not gl ven here,
Repalr(s) must comply with Alpine designs & specifications
Shore Truss am any supported spans in proper position
as repair is being made.
4 -1 - 8 23.75"
TYp
7506W ,
I
1 -j-8
1_
R.485 W.5, 5"
-- 26 -0 -0 Over 3
R =3357 W =3.5"
-- (LUMBER DUR.FAC. =1.00 / PLATE OUR, FAC..1.00)
TC - From 67 PLO at 0.13 to 67 FILE at 25,88
BC - From 7 FILE at 0.00 to 7 FILE at 26.00
TC - 1506 LB Cone Load at 6.15
PLT- 1779 LS Cone. Load at (19.42.9.21)
(2) NEW 3/4" %(SIZE SHOWN) C -0 E1(T ASIA 40/20
SHEATHING (PLYWOINI OR OSB). ATTACH ONE GUSSET TO EACH
FACE OF THE TRUSS WITH (1) ROWS OF 0,128 " %3, 0" NAILS SPACED
1.5" DC, STAGGERED THROUGHOUT ALL MEMBERS, WITHOUT
SPLITTING THE LUMBER.
PLT TY_ Wave T_ PI Design Crit: TPI- 1995(STD) 7
TRUSS REPAIR
ALPINE OF a SIT" TER THE TARMY "ARRICATNIN AND REETIMI THE fe"M IN THEIR RANION wrom TO NV.I. m well TRY
RWBYIMMp L0mp 33 ORU0. it ANY
NO Hwve qq. FL J3BN wmry TENT nevus MAY azrx PIFm ED AS ANSI mu ON THIS Unmc
R.1333 W=5.5"
TC LL 40.0 PST
DC OL 10.0 Pi
BC yTr OL 5.0 ESE
LL 0. 0 PST
TO L D. 55 .0 ESE
DUR.FAC. 1.00 —
9 -0)fl
6 -0
2-9-0 113 2-1-4. 1-3- 2 -6 -12 l 1 -7 -8 1 2 -6 -0 2 -6-0 . 2 -6 -12 i 1 -6. 2- 2-9 -0