HomeMy WebLinkAboutMiscellaneous Plans 2005-6-22
,
CITY OF SPRINGFIELD,
. . '
Development Services r:;..p'" ....ent
Building Safety Divisi5il .
"~.J .
.'
Residential Plan Review
JOBADDRESs<Zso5 (U>~U)~ CITY JOB#: () 5-00 l"\~
OWNER: c.AfV1 ~~ AJ PHONE: l'1/-~l f, i
".\....-
CONTRACfOR:
PHONE:
Items listed below (if any) and those marked in red directly on the approved permit
docwnents are in~.l^'.~ into this project in addi1ion to any requirements "t'p"",:ng on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction MoSt Comm,only Missed Items". A corresponding number is marked on your
plans for any items 1isted below where applicable.
All references are to the 2003 Oregon State One and Two Family Dwelling Specialty Code,
(2000 International One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otherwise). A copy of this code may be obtained from the Building
Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. BeavertoD, Oregon 974008-5986
Your signature on the Building Permit is an ll&""...ent that all items will be installed or
corrected; and that all work on this project will comply with applicable codes.
ISSUANCE OR GRANTING OF A pERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
pERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUllDING
SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
.. SPRINGFIELD.
PLANS REVIEWED BY:
-=rASO J\J ~U ~t-\ PHONE: 7 Y b - S Y <(r L(
6 {-zzJoS
Review completed on
See~~c.hed UR ENTIAL CON UCTlON REOUI~ENTS
CHEC~ Profession od.e Services rin~eld, OR~
. .. references to n~s mark . . . n the dra gs .
.
",
,
j
QUDte and Order Form
CustDmer Gary Franklin
/4 oshofsky Truss (0.
Box 2809 Eugene,DR 97402
Tel: 541-461-0880 Delivery Address
Fax: 541.689-9041
Address
805 Royal Del Lane
Springfirld, OR
Delivery Date
061305AJ
r-rZr0G
" -Quantity Span Type Pitch OH OH Special PrDvisions
-+ 1 2018" HM 6/12 16 16 '8' SB,
1 4 7'11-3/16" EJ 16 0
1 1 8' HIPSET 16 0
1 1 20'8" HT 16 16 10'S8-
I 3 20'8" w 16 16
1
I
I
Page 1 of 1
Order I
Phone I
Fax I
Date I
Spacing I
TC Size I
Brg Size I
TC LLI
TC DLI
BC DL
607-0081
607 -984 7
24"
2x4
2x6
25
7
10
Total
Load 42
Name Price Total
TERMS: - 4% Discount (trusses only) for payment on or before delivery.
- Net 30 days AD!.
- 1 Y.i% per month service charge on past due accounts.
PLATE LINE DELIVERY REQUIREMENTS:
. Street access to site.
. Plate can be safely reached with boom.
- Contractor aids driver.
- Contractor assumes responsibility should the truck get stuck.
- After the first hour, crane time will be billed at $100,00 per hour during
regular work hours, and at $115.00 per hour during overtime hours.
Truss Total
Delivery Charge
Net Total
COD Discount
COD Total
~--
AJ1
A2
A3
& 3500
)o~ 1
1 bbS.ool
~ 70 1- 2 s4 01
I b J '). 60 1
f' , :1 n
L:., II
. Huu.ll
o
I
f'-
~
I
I '
, i:
L- "
i I:
I I:
ri
I I
r i L
i j
Ii
, I
i 1
, '
, I
b=o=J
l Il
.)
20-8
_J__J ~
I = I U
( 4) }~J;'
I
!
A1
A2
-...........
W
'-"
i
I
,
)> i
f.' !
n,~____.__.",_,_=\"IY=-,j--,
I
L.
1
i
I
1--
II.'
I'HHHH',f=
.....,
,//
"
/,.~i'
#
/,7
<J
I
I
I
i
10
I I
f'-
,~
I
,
I
!
,
,
rr
-L-_
,
I
!
I
!
I
,
.j,
,
4-2.14 3.8..f! 4.9.10 3.a.8 4.2.14 ,
4-2-14 7-11-3 12-8.13 16.5-3 20-8<>
f-, 7-11-1 I, .4.Q_10 I, 7;.11-1 .1
2 .
rs:oo- 345#~ 345#~ -6,001
5-6 '-6
4-:_ ,12 -,
.~
,_I
0...3 1.5-4 2,5-4 ',5-4
8=3.5-8
Job-~lllme: 1FlRAINII)(UM
BRG X-lOC REACT SIZE REQ'O
1 0- 2-12 189J 5.50~ 2.0r
Z 20.5- 4 1893 5.50- 2.0Z~
8RG REQUIREMENTS shcnon ue bu~d ClNl Y
on the truss lUurhl ilt eitC:h beilrino
MAX DEFLECTION (spilln) :
l/999 IN HEM 10-11 (LIVE)
l. -O.ll~ 0- -0.07- T. -0.18~
"'fc''^'.,;;':''!~~'''1i.s'I'''''1 m
1-2 -JI05 1.15 1 Ul1.60 o.n
l-J -2l1081.15 I U61.60 0.J6
I-t -Hlll.UI 11) 1.60 0.10
t-5 -2_1.151 U61.60 0.l7
5-6 -llD5 1.15 1 120 1.60 O.lt
OC """'!"'j' """!"" , m
'.1 _161.601 Hot 1.15 O.H
I-t -111.601 HOS 1.15 0.60
t.lD -81 1.601 nos I.IS 0.61
lD_ll _411.601 2.,41.iS 0.60
ll-U .81 1.601 nos l.iS 0.1t
u-u -161.601 270t l.iS O.H
WI! ([NO.(M.)/ TENi.-M. 01
2-1 1 lUO.9O 0.08
2-10 -262(1.1))/ H 1.60 0.06
J-lD 1 J010.9O 0.11
)-11 -5t(1.60)/ 611.110 0.02
4-11 1 10'0.90 0.11
5-11 -26J(1.15)/ ,~ 1.60 0..06
s_u 1 14'0.90 0.01
~tw:
11
lruss lID: FIit~.M
TC 21ft Oft 11
BC ht on 11
WEB h4 Oft STANDARD
PlT BlK h4 on 11
TIllS DESIGN 15 THE COMPOSITE RESULT OF
NUlTIPlE lO4O CASES.
lo.aded for 10 PSF non-conl:urrent BCLl.
Orillin.a9~ llll.lst be pro'lided to .avoid ponding.
PerlUnent br.adng is required (by others) to
pre'lent rot.ation/toppl1ng. See BCSI I-OJ
.and AHSI!TPI 1.
Ouiqned per AHSIITPI ]-2002
This desi;n does not ilccount for 10n~ term
tilDe dependent lOilding (creep). SU11dino
Designer 1IlU51 iilCcount for this.
Refer to Joint OC Ol!uil Sheet for
Millfhllm Aoution.al Toler.an(~ uud
IRC/IBC truss phte '1alues .are b.aud on
tuting ilnd .lpprovill n required by IBC 1701
.lnd AHSIfTPI .and .are reporud in .av.aibble
dOCl/1llf!nts such .as ICBO 11'1607.
PLATING WED ON GREEN ll.lMBER VAlUES.
UPlIFT REACTION(S) :
Support C&( Wind Non-wind
1 -129 lb
2 -129 lb
This trun h desi9ned us;nq the
ASCE7-02 Wind Spetlfiution
Bld; Enclosed. Yu, IlIIPorunce f.ac.tor .1.00
Trun lout ion . Not End lone
HurriunefOcun Line - No bp Cilte;ory . B
Bldg lenoth _ 50.00 ft, Sido Width. 20.00 ft
"'un roof height. 10.16 h, IIlph _ 85
TPI SUnd.ard Occup.ncy. Ol!.ad lo.d. 10.l pst
Designed iI;S ~in 'It'ind Force Resinin; Synem
.and ComponenU .and Cl.adding
TribuUry Aru . 82 ~qft
----------lO4O CASE 11 DESIGN lOADS _nnn_________
Oir loPlf loloc II..PH
TC Wrt 84.00 - 1- 4- 0 84.00
TC Vert . 64.00 0- 0- 0 6".00
TC Vert 154.25 1-11- 3 154.25
TC Vert 64.00 12- 8-13 6".00
TC Vert 8".00 20- 8- 0 84.00
BC Vert 48.20 0- 0- 0 48.20
.. .Type... lbs X.loe llfTl
TC Vert 60.0 - ]- 4- 0 1.00
TC Vert 269." 7-11-] 1.00
TC Vert 75.4 7-11-] 0.00
TC Vert 269.4 12- 11-13 1.00
TC Vert 75." 12- 8-13 0.00
TC Vert 60.0 22- 0- 0 1.00
R.lOt;
0- 0- 0
7-11-3
12-1-11
20- 8- 0
22- 0- 0
20- 8- 0
U/n
0.19
0.78
0.711
0.78
0.19
0,00
I
0...3
4--1-8
SHIP
~ ~_,II,..n ,,~
7 8 . I. 11 '2
4-2-14 j 3-8-6 4-9..10 I 3-8-6 I 4.2.14 I
4-2.14 7.11-3 12-8-13 16-5-3 20-8-0
TYPiCAl PlATE: 5-5
~'JFe'sews~~~~~r::r:~;~~~~r~~~~.~~~d).~8"~~~~r~~e~
I ~Rf+lJ8fMGRead ~1I notes on th's-;heetand~/ve a copy of It to th-e Erecting contractor.ICust: FRANKLIN - -
~ IThltdnlorllsb'aninllMlMlbulld*lgCll)lllClllllMlrallnlU~ .....'*"....,011 . _ PflI'"Icledllyll'emrnc:orenlmaruac!lnl' WQ: Drive_c......frn2_l00005_JOOOOl
,....:l...In-"___.".~_alTPl...,AFPAdniQn~ ND~....-:Itor~_acy. DlIrenIionI I
1"lllbe-.erih!dbyIl'eOl:lftlClON!llmm.lac!lnl'rdIorllullclWvonigl'ell:l'botlllbrUloll. n.~dnigrerrTUtascertal'llhM.".1lNI:It : Dsgnr: IlC. 34 WT: 1)4#
,uI"edonondeslg..meetOl..eeedlhrloadroQimposedby"'loelII~lngcodfl""IhI!~~, Th!dnig,,_~thellllletad TC live 25.00 psf DurFacs l_1.15 PD1.15
MOSHOFSKY 1=~:=s::..~:,,::,=-":"'~==~~~~~Ihe=d::"'~~"":~CIIherMIIt TC Dead 7.00 psf Rep Mbr Bnd 1.00
I~I TRUSS 1.___CWM""__"'allhIl.-ltl.'eeedIO'llo..-.do'Ol_comecIlWpI8III___F_.~."'" BC live 0.€l0 psf ~:pp ~~~ ~~~~ 1.00
4445 Nort,h ark Dr. '1...,llfa:e__..lCalnl___.....~staroCI..a,...ron...,CUCUnoOetail,Ri!'plItI.~..0uIpUI"""'frusw..1dIw_. 1..00
Colo 5prln~s, CO 80907 'ANSlfTPll..WTCA1..WoadfrunCourdal........-aStroHlllDnigflR-....... - . 1llAOlNGcwPOHENT SAfETY lNFORW.TION'.. BC Dead 10.00 psf O.C.Spacing 2- 0- 0
;18CSrl.mla1d1lCSlSUMMARYSKEEfS'byWfCA...,fPl. fheTIWSPI3Il! lnstIluIelf'PII"kx:-.cl"5a3[7()rdm~."a1_. Design Spec IRC-20D3
TRUSPLUS 6.0 VER: T6.4.1~537" ftw~F__P_~IAl'P"""Iac-.:I.11I1Isa.SlrftI.HW,SlPIlDO.W~,OC:2'DD3lI TOTAL 42.00 psf DEfl JtATIO: L1240 TC: LIZ4'
,\
JoibllNlame: IFMIM~r,-iIP.,
Truss 010: IFRN-A2
BRG X.l()( REACT SIZE REO'O
1 0- 2.12 1040 5.50. 1.50~
2 20- 5-" 10..0 5.50. 1.50.
BRG REQUIREMENTS shown <Ire bued ONLY
on the truss uteri;al OIt nth beollring
MAX DEflECTION (sp"'n> :
l/999 IN MOl 9-10 (LIVE)
l- -0.10. 0- .0.13- T. -0.]]-
~~t~a::;~I~~!~~~il~601 o~~
l-J .1OJO 1.15 I 111.60 0.61
)_4 -l&-lIll.UI 911.60 0.110
4-5 -1OJ6 1. IS I 10 1.60 D.H
5-6 -U9' l.n I 1311..60 0.10
7~ ~.o!~60I~ TL~i!~;l o~~
.-, -1101.601 12611.15 0.60
'-Ul -111.60 I 1196 1.15 0.5'
l~ ~f~i~~ Ton9!~llOl o~l
J-' I 590 t.n 0.26
5-' -161(1.15)/ 1]71.60 D.n
O""iqnl!d per AN5I/TPI 1-2002
This duiqn dOl!s not ;lccount for lo"'i1 terlll
tiDe dependent lO.lding (creep). BU11dinCJ
TH~'b2s1~ i~tT~~c(~~HEt&aUlT OF
""'UIPlE LOAD CASES.
lOldN for 10 P5F non-concurrent 8O.1.
~:~I~l!sM~~ ~ ~r~d~~ua~~g[~~ndin9'
Te h4 OFt n
Be h4 OFt 11
wEB 2x4 OFt STANDARD
Refer to Jotnt QC Dt!t,llil Sheet fo...
~"i_ RotAtionAl Tole....nce used
lRe/18C truss plAte v.alues ....e bued on
testimJ .nd ilPp...onl .as ...~uired by IBC 110)
.nd AH5I/TPI .nd ue ...eported In .av.ai1.lble
docUlllC!nU such u ICBO .1601.
5-2_14
5--2-14
Q.1t~l
2
f6:ii()
!~
r~
5-2-14
20-&<1
4-8..
9-11.3
4....
lfH>3
n.~.ln
t3 t4
Q-t1~'l
s
",001
61
5-::'12
uI
04-3
3,5--5
v::~
5=3,5-4
:>0
f14
6
9_11.3
9-11-3
7{I..A..l1
9
,o~
10-8-13 l
20-&<1
7
~
MOSHOFSKY
~ TRUSS
4445 Northpark Dr.
CoJo SprIngs, CO 8090/
TRUSPLUS 6,0 VER: T6,
b=IJjj5~rU1a1~~~0~~~~.1ll;;':;,~~~~lf.J\Ye~~.~102N~;~ign~~~P~~~~~~Qlel
. WARNdiMGRead all notes on thl~ sheet and IIlve a copy of It to the Erectlnll Contractor.
T1"des9'o"IlIl'..lr.-hdUIlbuildinOCllIftIlCIftIIlIlrJtIlwa~,.""beenba8dDII,. .'... ~brlle~ . ..
i...:lldonllin~wlhlle~"""""dTPl...:llAF-PAcll!s9'Il.IndaldI., No~ia"""'torClmenSlrlnllICanty. ~
,_llIbe......bt...~INfU_..-i/aftluMlnOdnignefpriorlll~ThlbuldlnGdniCIt'<<_nc:eMinIhM...Wd1I
IldzedonlNldni;n_CIl'."cetldlhellladinaimclo.edbrlh!lllxabuildinOcudIl...:lllhl~applblIrlI'I Tl'oednQn_lI'IlIllhlllllOctoord
illble<illlybr;lQl(lbtIheIOOfCll'I'cIorIllleItlW1g.-.dlhllllaftometadis.....,br<<edbr."'ids/'le.aw.gmaeerDI~lIIta:hed. ~1lhIWiIe
noted, B.XIno;J-..llrvr..."'~d~rremt:e~lIfIIylllredutebul;dng........, TNsl;llmpJflO!nl_lIrJtbllplac:edinlny
'e____...moisture~ol..._IlI..cmetl1!l'11._caUM_pllleCOl'fCl_ F~.......,Ie,imt..
i_br~_lrUaln8l;a>nlatla!wlhll'e~....,~...IlIorIl_~~_Repoftl...._..OUIPUI"""'T..-"'IOl'lware.
I."NSVTPI 1.. WTC.\ 1.. Wood T.,.,Counc:Iaf "meriI;.I SIan:l.arIlDHigoI R~. 1IUI.DlNG COMPONENT s,..FETY INFORMATKlN'..
,IBCSll.oJj...:ll'9CSI SUM""'RY SMEETS'brWTC.\...:II TPl. n... Trva"'-Inahte flPlJ"b;aecl.SaJ ()"()notna Onwe. M~.
4 .lt~_S371' nw"merlQnFornI..-dP_"nocUIlorIIAFP"lebuledllllllll"Slrftt.NW.SIlIllOO W~,OC2llllJ6
,\
=-
QW: ~
UPLIFT REACTION(S)
Suppa...t C&< Wind Non-Wind
1 -10& lb
2 -101 lb
Hip.D...op : 0-1.12
This t...uss h designed using the
"'SCE1-02 Wind SpeclfiColtian
8ldljl Enclased . Yes, IIIlpO...unce f.acto... . 1.00
Trun lou.t 10n . Hat End lone
Hu...dc~ne/OcUn line. No j Exp C.U\lory . 8
8ld\l lenjth. SO,DO ft, 8 dg Width. 20.00 ft
Mun "'00 height. 10.66 ft, mph. as
TPI St.ilndud Occupolncy, Dud lo.d. 10.2 psf
Designed lIS Main Wind fo...ce Ruistin\l System
.nd Componl"nu .nd Cl.dding
Tributary Areol _ ~1 sqft
5-"1"
SHIP
I
0-4.3
Cust: FRANKLIN
wo: Drive_C-frn2_LOOOOS_JOODOl
DS9nr: ILC _ 34 WT: 1131
TC live 25.00 pst DurFacs l.1.15 P-1.1S
TC Dead 7.00 pst Rep Mbr Bnd 1.15
Rep Mbr Comp 1,10
BC live 0,00 pst Rep Mbr Tens 1.10
BC Dead 10.00 psf D.C. Spacing 2- 0- 0
Design Spec IRC-200l
TOTAL 42.00 psf DEFL RATIO: L/240 Te: L/24
Job l\!I2Ime: 1F~I\!IIl{U~~
BRe It-UX: REACT SIZE REQ'O
1 0- 2-12 1040 s.~O~ 1.50~
2 20- ')-" 1040 5.S0~ 1.50.
BRG REQUIREMENTS shown <Ire based ONLY
on the truss _teri..l.at eilch beuing
)lAX DEFLECTION (spo1n) :
L/999 IN MfM 6-1 (lIVE)
l. -o.n- 0- -0.09- T_ -0.21-
~~I~!~~!~a~~l!~60! o:S4
2-) -1051 1.1S I 80 1.60 0.10
1-4 -lOlll.1S I SO 1.60 0.)0
4-5 -uu 1.15/ U11.t:O 0.)0
6~~ ~il~60I~ T~61~il o~~i
7_1 .721.601 1216 l.B 0.64
I.' .721.60 I 12161.U 0.64
... COlP.(OUI.I/T~'I""'! '"
1.& -11'1(1.15 I UI1.6O 0.14
)-8 I 514 l.1S O.IS
4_' .)14(1.15)/ Ull.6O 0.14
5-".3
3
'ilruss DICi: 1F~I\!I.A3
@qy:
Te 2114 OFl It
Be 2114 OFl '1
WEB 2K4 OFl STANDARD
Refer to lO;"l OC Oetillil Sheet for
/!Uxi_RotlltionalTolltranc:euled
IRCIlBC truss pbte values oIIri! bued on
testing .and I.pprov.l as required by IBC 110]
..nd AHSI/TPI and .re reported in ilvilt1.lble
dO(UIM!nts such as ICBO 11601.
I)es;gned,llII'''- AHSIfTPI 1.2002
This dl!51g" does not .(count for long terlll
tillle dependent lo.ldinq (creep). Bu\ldino
rH~s~2s1r.,,1Il~~tT~~c~~~~ht:~~ULT OF
"'llLTIPU LOAD CASES.
lOld~ for 10 PSF non-concUrrent Bell.
PlATING BASED ON r.REEN lUMBER VAlUES.
UPlIFT REACTIOH(S) ;
Support C&C W,nd Hon.wind
1 -10~ lb
2 -1051b
This trun is designed usin!! thl!
A5CE1-02 Wind Spl!clfiution
Bldg Enclond .. Yes. Import.lnCl! hctor _ 1.00
Trun Lou.tion .. Hot End Zone
Hurriunl!/Ocean line.. Ho i hp Catl!901 . B
~=~ ~:~'t~ei h~0~OOI~~;6Bf~~ :;~th.. 8~'00 ft
TPI SUndard ~(UPanCY. Dead load. 10.2 psf
Designl!d IS fIlain Wind Forcl! Reshtin!! Systelll
and Components and Claddin!! .
Tributal")' Area. f} sqft
5.5-4 -f 4-10-12 4-10-12 5-5-4
5-5-4 10-4-0 15-2-12 20-8-0
10-4.4 13 10::4.0
2 4 5'
ro:oo- --:s:oOJ
5-6
uI
0-4.3
I
0-4-3
6-, 15
SHIP
3.5-5
~
3.5-5
M~
8=3.5-4
3-8
~
?Cl.IJ..n
8
9~
1
6
7
10-4-0
10-4-0
10-4+0
20.8-0
,Uf'iAAIlUl'< O"le: ';UJ11051
(b)i~ .iJi~@(Q)]J
t=~e's~i?i\~e:Ca~~J~~~~~:~~~~~i~J'tYe~~.~lo~gd~~Jl1.~~P~~~~~eJ _ ____________
u--I.-~fRfNlUfli!f(;Read ali-;'~tes on thl~ sheet";;;dglve a co;; of It to the Erecting Contractor, I CUS" FRANKLIN
~ Thisclnlgn.Ibr"'Ind~buA:lIrwol~notllUlll""'" ''-t.enba.clgn~..provido!dbyllle~''''''_ wo: Drive_C_frn2_LOOOOLJ00001
:_doreln~_IIIe~--..DlTPlM'dAFP"dnI;n~, No~llIlft1.medlllrcllnlenllclnllIUU'Ky. om.nsionI 3
- - _ :_lDbe-'ledbyllle~""""xluoer...s.lDrlll'*'lngclnlgnel'pnorlDl~_ n.buildiroCI~flldlncMalnllullhbad'l Dsgnr: ILC.]4 WT: 11 I
11.dtnd""_""_OI'nc:eedlllebldlnO~tlJhbalbuildiroClr;'ocl""""hpll1lalla'~ n.llH9"--.INl"-l:lIIcflOI'd I TC Live H.OO psf DurFacs l-1.15 P.1.1S
MOSHOFSKY ,is.......,btac8d~lheffJdOl'IIDor-_""'InO....,"-boIIDmchll<clil.....,tnced~.rtg~shI-'O_dQdlpIflla:l'ed........acr.e- Rep Mbr B d 1 15
,........, e.Klflllsl"owfl..IIIr_~dawnpanenbrnembllnl""",,lDoecIua!budlllng.rqIh ,...~.,...f'fllltoJplar;I!din..,. Te Oead 7.00 psf n.
~U TRUSS :e~lh.wIIca-.Ihe_OlIfUtIfDlllleoooodlle.ceedlll'llolllnd.'Ol'cane~~contlSIOfI ~~,,..,..,..~ BC live 0,00 psf Rep Mbr Comp 1.10
4415 N t;hpark 0 l_bt..,.,ltQtfUAinKaln:l___ll'IlIloIIowIngstilndMl..JoInl....~DetdAetlCJf1t....~..OUltMIfomT"""".,lOIIware. I Rep Mbr Tens 1.10
Co 0 S~~'ngs. COrS0901 'ANSlITPI t', WTCA '..WoodTfUUCowIdIol'...mera$Qrcl~OetlgnRe~,1lUIlDIHGCOMPONEN' SAFETYINFORw..TM)N"'.. I BC Dead _~ .~O.OO~~ Oo.,C",.s~as,pi".., IR1C" 0'0'003
IlBCSI ,-m1_1lC$I$UMMARYSHEETS'byWTc\an::lTPl_The TfuuPbteInlU'*'fl"Prl..bcIIed<llSll300n0f..oO.......~. "
TRUSPLUS 6.0 VER: T6.4.~w_mtl TI.ume_~_"an::lp_...-.llonl..,-P...I..~.l1l1llll!lSlrft1._,S.lIOOWw.-.glOn.ocxme I TOTAL 4].00 psf Q,EFl ~1!Q_:_l/2~ TC:_Vl'!,
-\
"..
\'
20-8
_ LJ ~ [I
- ,'':':::= 1___1
o
I
,......
T"""
!'--li
i i I
I I:
I I'
I II
I :
-j:
I 1
r i'L:
r I
i I
I ,
!.---i- --
1 ',i
, ,
I I
, t
i I
I I
I
I
'===.
i I
I I
I,' fl II q
'I I I "
I ----11-- _I il
- - I 4) tJ .:,
il
'1
:. . I
A1 L__L_
A2 '
I
I
..:-~-
W
~ I
-,_"'_~
;! .....
[!
I
1
n
I:
,j
/;;" ..
.''''
~;" ::
I'mu
u.J __ .1
l
I
I
I
,
I
././':.
)>i
___ . __(.'__1_____
.---.-.'------ - --~- -1-
i
---.....
--,
~--
--
o
I
,......
T"""
'J
< .
I
1
I
I
I!
i
-I'
.
----~- ._-~-
Job li\IIame: IFMINI~1LU1NI
lmss DIOl: f~INI.A1
BRG X-lOC REACT SIZE REQ'O
1 0- 2-12 1893 5.50. 2.0r
2 20- 5-" 1893 5.50. 2.0r
BRG REQUIREMENTS shown Ul! b..sed ONLY
on the truu ruurhl .at f!.J.ch bel.rin9
MAX DEFLECTION (sp.an) ~
L/g99 IN MEM 10-11 (LIVE)
l- -O.U- 0.. .0.07- T. -0.18-
OnlCN..l'9IR[Jl RlItcu:
TC aJIIP. 00II'1' TENS. DUIt. CSt
1+2 -nos 1.1' I UI1.60 0.)9
2-) -28011.15/ 12&1.60 O.J6
)-4 'Z4&2 1.1' I III 1.60 0.80
4-5 -2104 1.15 I 11& 1.60 0.)1
5-6 -l105 I.U I Ull: 1.60 0.39
IlC aJIIP.DUII./ TENS. DUll. CSt
I_a _u 1..601 1109 l.1S 0.1]
1-9 -111.60 I 270' 1.1S 0.150
,-1tI -ta 1.601 1705 I. IS 0.61
10-11 -411.60 I 2414 l.1S 0.60
11-12 _I! 1.60 I 2105 l.1S 0.64
l1-U _Il! 1.601 I7a! I.U 0.1)
we aM'.(C...I.J/ TENS. 00II.\ at
2-1 I H&O.90 0.08
I=m -262(1.u)~ ]~; ~::g g:~
J-ll -59(1.60)1 611.60 0.02
4-11 I l070.9O 0.17
5-11 -26](1.15)/ 7f 1.60 0.06
5-12 I 1410.90 0.0'
4.3.12
T( h4 OFl '1
Be 2." DR 11
WEB 2x4 DFl STNIDAAO
PH BlK h4 OfL I}
nns DESIGN IS THE (()iIPOSITE RESULT OF
'4UlTIPl[ lOAD CASES.
lO;lded foro 10 PSF non-concu,.,.ent BaL.
O,..ainilqe IllUst be provided to .avoid ponding.
Perlllanent bradng is required (by others) to
prevent roUtion/topplinQ. See BCSl 1-03
and ANSI/TPI 1.
~sioned per AHSI/TPl 1-2002
This design does not account for 10n9 teMl
tillle de~ndent loading (creep). BUlldin9
Desi9ner IllUsl account for this.
R!fer to J01nt Q( Detail Sheet for
....lII:i_ Rotational Tolerance used
IRC/IBC truss plate valuu are based on
tut;ng and approval as required by IBC 1103
.and ANSI/TPI and are nported in anibble
docUlllenU such as ICBO 11601.
PtATlM:; BASED (JH GREEN LUMBER VAlUES.
4.2-14 3-8-8 4-9-10 3-8-B 4..2-14
4-2-14 7.11-3 12-8-13 16-5-3 20-8-0
7.11.1: I, 4.g.10 I. 7:t1-:l 61
Z .
rs:oo- 345#~ 345#~ -6,001
5-8 ...
uI
0-4.3
3-8
~ ?f'I_A..n "~
7 8 8 10 " 1<
4.'.14 ,.8.. 4-9.10 I 3-8-6 4-2-14 I
4-2-14 7-11.3 12-8.13 16-5.3 I 20-8-0
TYPICAL PlATE : 5-5
b=IJF~nlli1~Ha~~~:~~;~~~.~~Jtre~~.~1029.a:;~~~r:r~J.~~~~Olel
-------IIWA~NfUNGRead all notes on this sheet ;nd~;ve a copy of It to-ihe i;:;"'il~1I Contra~tor.
~ Thlsdnign..lor..irdMclu3Ilbui!lltrlgllllT'ClClNflnaltrust..,....,_.lIaIblIenb.-lQfl..._. ~byo"aJft'IPJO'W!nl~
..-.ddorelll~wIIl.".~nt...rsionSdTPl...,"FP"..SlQIlttanll...,. Nornp:rdlllJ..nsumedlorlfilT'eNorglKalfIltY. Dlmelllioola
~_, ,___,_,' _loblt......,lly'.".~ ..."..,.buIldlngllnig....pr'c<tolabrlcMiofl.ThI~InCIOi!'SigneImusllISC:efUlnll\alll'ebals
tdred""....tleSlIiJol........,."'.~..loadIngimposedlly'..bgIbui!lltr1gOClllM...,IhePl'*Wo'~ TheclnlOn_It.-ll'eIDpc:tad
MOSHOFSKY ..1aIoo......brxedlly'lhelDOl.,.IIoor.,.-....lIl'IIflhebotlornd'ad......~br8(2(lllly'.nglllshe..-..o"'*'""dnaty~. ......oIhe......
in:>led. e..Klng.""""'.tor'-'..M4IllO'Id~melllbe...oNy-loredualbud<q..ngIII, T,*"""""nentlhdnolbeplaQed..."Y
~J TRUSS i._--~__-...d..._lo_"'.OMcl'..._CMlR~..._, F~,~.~
4445 Nort;h ark Dr. .1...,brxe__..~_""'loIbM'ID_...,. ....,.,._Q.cIngDo1ailR""'""............~IromTrww..5I:IIhoo_.
Cola Sprln~s. CO 80907 '...NSIITPII.. WfCA '..WoodT......CoundId"""'IlCIISbn4anJOeSlgflR~..lMlO'HGCOMPONENTSAFETYINFORa.....TION"-
ilBCS' l.tl31 and '8CS' SUMMARY SHEETS'lly'WTCA. _TPl. The Truss PIaM ....._ITPll.aated.. S&3 D'OnalnnDrMr. ~_.
TRUSPLUS 6.0 VER: T6.4.1;lv_.s3119 n",,"'_FornlIll'llfPape<~CAFP""islDuted.'IIII""S1rftt.~.SlellOO.WllSl'W1QlOnOC1llll3ll
~alf:
~
UPlIFT REACTION'(S)
~pport (&( Wind Non-wind
1 -129lb
2 -129 Ib
This trun h desi9ned USin9 the
AS(El-02 Wind Spl!tlfiution
BldO Enclosed = Yes, Ir=porunce Factor. 1.00
Truss Lout ion " Not End lone
Hurriune/Ocean Line'" No Exp C.ateoory '" B
Bldg Lenlth. 50.00 ft, Did9 Width. 20.00 ft
Me.an roo hl!ight'" 10.16 ft, IIIph . 8S
TPI Sundard Occup.ancy, Dud load'" 10.l psf
Oesi1ned as M.a.;n Wind Force Resisti"9 Systl!lll
and OlII9onenu and Cladding
T,.;buury Area '" 1I2 sqft
u__~u.__lOAO CASE 11 DfSI~ LOADS u__.___nnnn
Dlr L.Plf L.loc R.Plf
TC Vert 84.00 - 1- 4- 0 B4.00
TC Vert 64.00 0- 0- 0 64.00
TC Vert 1S4.H 7-11-] H4.lS
TC Vert 64.00 ll- 8-11 64.00
TC Vert 114.00 lO- 8- 0 84.00
BC Vert 48.20 O. 0- 0 48.20
...Type... lbs X.Loc lllll
TC Vert 60.0 - 1- 4- 0 1.00
TC Vert 269.4 7-11- 3 1.00
TC Vl!rt 75.4 7.11-] 0.00
TC Vert 269.4 12- 1I-11 1.00
TC Vert 75.4 12- 1I-11 0.00
T( Vert 60.0 22- 0- 0 1.00
R.loc
0- O. 0
7-11- 3
12.8-13
20. 11- 0
22.0- 0
20. 11- 0
urTL
0.19
0.18
0.78
0.18
0.19
0,00
4.' '-6
SHIP
I
04.'
(ust:: FRANKLIN
WOo Orive_'-frn2_l00005_JOOOOl
Osgnr: IlC _ l4 WT: 1341
TC live 25.00 p" OuI'"Facs l-1.15 P..1.H
TC Dead 7.00 p" Rep Mbl'" B,d 1.00
BC Live 0.00 p,' Rep Mbr Comp 1.00
Rep Mbl'" Tens 1.00
BC Dead 10.00 p,' D.C.Spacing 2- 0- D
Design Spec IRe-200]
TOTAL 42.00 p,' PEFI" ~TlO: l/240 TC: l~.
"
t
-------,------~--
----~~l"russID: IFRll\\-A2 Qiy: ~
Job lNJ2Ime: IrMINI~Ul(t:
8RG X.UX: REACT SIZE REQ'O
1 0- 2.12 1040 5.50. 1.50-
2 20- S." 1040 5.50. LSD.
BRG REQUIREMENTS shown ue based ()PollY
on the trun lIl.Jteri4l1.Jt il!'ach buring
MAX OEFlECTION (sp.Jn) :
l/999 IN Mf.M 9-10 (LIVE)
L- -0.20. 0- -0.13- T_ -O.Jr
OrnCAl~EJlFDRW;
l~~ ~il~; ~ T~)!~60 o~~
2-) -1010 I.U I I) 1.60 0.61
).4 -MII.n I 911.60 0.60
4_' -10]6 t.U I 10 1.60 o.n
5-6 -ll91 l.U I 1111.6O D.JO
1~ llJ:."'.oI~.ol~ TL'i!~;1 o~~
1-' -(10 1.60 I 1261 l.U 0.60
9-10 -111.60 I 1196 I.IS O.Sll
l~ ':':"99~~il~ TE~9!~60l o~u
)-9 I 590 1.1$ 0.16
5.' +)61(1.15)/ 1l11.6O 0.15
Te lx4 OFl II
Be 2114 OFl II
WEB 21{4 on STANDARD
Rdu to Joint QC Deui 1 Sheet for
~.i_ROUtionalToler..nc"used
IAC/IBC truss p1.lu values .re bued on
tuting and ,Jppro....l IS required by IBC 1703
and AHSlfTPI .nd are report~ in ,J...aHable
doc=enu such u leBO 11607.
OUi9"t!d p~r .......SI/TPI 1-2002
Tllis d~si;n dou not .u:c:ount far long Un!
time d~p~nd~nt 10.JIding (c:r~~p). BU11dino
TIl~SS ~2~~& i~t T~~C:(l:':MrrE t~~~Ul T OF
MULTIPlE LOAD CASES.
Loall~d far 10 !>SF non-(onc:urr~nt BeLL.
Or.JIinage ICUst be provided to avoid ponding.
PlATING BASEO l)4 GREEN LUMBER VAlUES.
5-2-14
5-2-14
Q.11-1
2
ra:oo-
1~
4-&a
15-5-3
5-2-14
2O-8-<l
4......
9-11-3
~.,~
3 4
9.1'.3
5
-<"001
UPLIFT REA(TIOH(S)
Support (&( Wind Nan-Wind
1 -lOB 1b
2 -1011b
Hip-Drop: 0-1-12
Th;s truss is d~sign~d using the
A5(E7-02 Wind Spec,fic.ation
81dg Enclosed - Yes, IlDporunce Futor . 1.00
Truss Loution . Not End Zone
Hur,,;c.JIne/Oce.JIn line. No ! Exp (,aU;ory _ a
ald; Lenjth _ 50.00 ft, Bldg Width - 20.00 ft
Hun roo height _ 10.66 ft, IIIph - 15
TPI SUnd.JIrd Oc.tupam::y, Dud Load _ 10.2 psf
Desi;ned as Main Wind Forte Resistin; Systl!lll
and (OlIqlonents and Ch:dding
Tdbutuy Area _ 41 sqft
.1
5-: .12 5-11-8
SHIP
3,5-5 3,5-5
pI ~t; - ~ I
04-3 5=3.5-4 04-3
3-8
P4 'P:8...o 10~
7 . .
9_11.3 10-8-13 I
9-11-3 20....0
6=~o's~nd(a'\~#a~J.a~~:~m'~;~~~~~,~J\fe~~.~~o~~l~~J8,~~p~~fnPteJ
iW}{RNINGRead all notes on this sheet and give a copy of it to the Erecting C~ntractor,
~ I Thlldnlgnlslar"'IncfMclUlllbuitllngcumporenlnollrUMfY*m. .hnbel!nbaMdon~pIO\'idIedtrJlI1ea:JlllClllNlIllTWUxtum
i anddoNlr1l1lCCOOd-=:ewlhIl1eCd'falll__oITP1andAF'PAIln9"~, No~.8IIUII'l!dIordmensionlllxancy" DmensiJns
_- I _lIt11l1......,bJlhI!!~......,xtumardltlrlluHrlQllInIgne<pnorllOl-.tion. Thll:luIISIngdotsl;fwt_8SCI\'UIIn1hMIhl!!load.
"'ilzedanll1lldl!lllQnmee1ote1ceed\tleloaclinOiIIlpOIedbylNloQIbYIlflngaxlerdlhl!!~~ Thedelign...........thlIl\tletlpd'1an:l
MOSHOFSKY .~btaceclbylhl!!raalotlloOlll'le~andlhl!!boIlIOmd'lonl......,btKedb'/'"rigidlhealJW'O_rI:IIIclnd\IoIIlXhBd......oltwrMIe
: 1'Oled. Bl'Idngsl"ownillOr_'III~oIoornpanenl1~""'II""'l,QbuQI;Ing~_ n..llClIfT'IPlOlI'..stllllnolt.plx.c:Iin....,
~I TRUSS ......."""'nt.,.._CMlMrI'Ie__ntollhewoodllOluceecl'9'lIo:llf'dlDrCMllec:unnK1Dl'pl..-amos....,F"bnUIlI.-'e.lnll:llll
4445 Nor,hpark Dr. ~bt_lhre_in8CCOl'd.-a_lhelalboring-...-;..Jan_CtlIlingOetalIteponS..aIabIe"0I<<pufIrarnT__.__.
Colo Sprlngs, CO 8090/ &NSlITPlI'.WTCAI'.WaadTrunc-'dlof...merbStlndanlDn'llnl'l".. ,". l!\.IUIINC~"'TS4FETYINF. OR_Tl.O ",
ISCSI 1.031 n'9CSI SUM_RV SHEETS' byWTCA _ TPl, The T...... "'* IltSIltulejTPllllloaled "'~1I30"0r0lrroOrtve,Ma:llstln.
TRUSPLUS 6.0 VER: T6.4, 1SCOf'IP'l53711 TI'eA....nc.:IInFllfl!llandP-'4uadallonl...FP...'..~"'lll"9nlStrtet.NW.S.flOOwntwoglOnOC2OQ3ll
Cust: FRANKLIN
WO: Orive_'-frn2_l00005_JOOOOl
Dsgnr: 'lC. 34 WT: 113'
TC live 25.00 psf DurFacs l-I.15 P-1.15
TC Dead 7.00 psf Rep Mbr Bnd 1.15
Rep Mbr Comp 1.10
BC live 0.00 pst Rep Mbr Tens 1.10
BC Dead 10.00 pst D.C. Spacing 2- 0- 0
Design Spec IRC-2003
TOTAL 42.00 pst OEFl RATIO: l/240 TC: l/24
'.
'.
- ----=-"'="=-=-'"=~-...,.--.---'---.,.~--
---'---~~---,--
'ii'russ 1liO: IFIR~a~3
iOlW: 3
-----~-------
'JolbllNlamne: FMINIIl<ILPN-"-
8RC X-lOC REACT SIZE REQ'D
1 0- 2-12 1040 5.50. 1.50~
2 20- S- 4 1040 5.50. 1.50.
BRG REQUIREMENTS shown .Jre based ()liLY
on the truss IUterhl .lit each beolrin9
MAX DEFLECTIOH (sp.Jn) :
L/999 IN MEM 6-7 SLIVE)
L- -0.1]" D- -0.09 T. -0.21-
~~I~~~!~~lt(~i~j!~60! o~5
2.) -10511.B I 80 1.50 0.30
1-<1 -1051 loB I 80 1.60 0.30
<1-5 -HlI1.lS I 1111.60 0.10
6~ ~i!~60I~ Tm6!~il o~~
7_1 -721.601 UUi 1.1$ 0.6olI
1.9 -111.60 I 12161.U 0.104
fj ~t~sl~ T1h~r:&tl gJ;
4-1 -114(1.15)/ 121~l.60l 0.1<1
T( Ix" DFl '1
Be 2x4 OFl fl
WEB lxe OFL STANDARD
RiI'hr to Joint OC Detill; 1 Sheet for
~lri_ ROl.ltion.al Tolerlnce uu~d
IRC/IBC u-un plate v,lulI!s ue b.Jsed on
tf'uing .and .ppronl AS required by ISC 1103
.and ANSI/TPI and .are reported in aVoIl1able
documents such .n leBO '1607.
[)@s;gnf!d per AH$I/TPI 1-2002
This desiqn does not .lttount for long term
tillll! dependent lo.tdino (creep). Bu\ldino
nl~S~~~r& ,~t T~~c(~~~~E t~~~iJlT OF
MlllTlPlE lOAD CA.!>E$.
loaded (or 10 PSF non.concurrent Bal.
PlATING BASED ON GREEN lUMBER VAlUES.
5,5-4 4-10-12 4+10-12 5-5-4
5-5-4 ''''-0 15-2-12 20-8-0
1n-41'1 13 1n;4Jl 51
2 4
ra:oo- -:o:ool
5.6
5-.-..3
3.5-5
uI
0-4-3
5=3.5-4
3-.
~
,
?fl..It-O
.
6
7
10--4.0
10-4.0
10-4.0
20.8-0
t=~e's~~~e;~~Cs~:~~;~~~~~tfJtfe~.~to~~),~~M~ur~~~~~~~DleJ
----- W JllIRIMUlNJGR~ad all notes on Ihls ~;;eet and give a copy or-i,to the Erect/ng Contractor.
~ ThG"'slgn.b'..lndMdu.IIIbuId~~noI""'''''''' .r.nbftn'--'on~provilledbyb~lII.IIfU'_
rddone,"-=aIIIl__wIIl'Ilhecumt_OITPlrd""'PAde:si;ln~, No rnponsHIylS--...nedIIordimllrsiolulxcuK'l'_ ~
-, - -, ~1Or-~""'''''~II*Uadl,q..-.clIOtbuldrig~'"",,lOrabriellilwl_n.tuld~de:si;lne'''''''~''''i'l1Iql1he1o.llds
"lIINdonlhbl"_or,"ceedblludlng~by""bc.;oflll*llnggldelllndlhe~appIalion Thf!dnign_lh.IIIhq,d'onI
MOSHOFSKY "_'''''brlClldbylhelOClforlbor'''-'*'D..-.cllhebollomd'onl.l.IIIe..llllybrxedby''~Ihe..,,;ng_....cllft!aly8lt.lld''olrl. ......qoG'1erMlllll
roled B.IIOr'tlI""""'lSlor~IUQPOI\OICD11lJ101'18"'''''mr-r.~IO.-.c.tu:Ung.nglII ThilDDfOlpOnentshall.....b8~lnanr
I~ TRUSS e_Ihal"'c.NIelhe_~nlOlIhe-.-flOe2c:eed19'll.~QWeDOnl'e(laflllMe_ '~~.h.IIrdI!.in&td
4445 Norrhpark Dr. :rdbratelhlS_inac:oorll___...folboo;noItand3ld.:.Joint_CutIin;IDetafR.""".....__.0UIlIiJlIrgonT"--..dw....
Colo Sprlngs, CO 80907 I.ANSIffPlI..wtCAI.-WllDclTIVaCOllnt:lOlAmera~Des;gnRftllQMlbUJn.'8UIDINGCOMPONEHTSAFErvINFOAMA11ON'_
! IBCSII-G3) _1JCSI SOUMARY SHEETS' by WTCA.IIf'd TPl. The Truu PIaIe ~ fTPI)1S1ouIed <II ~J o-Orcfr>o~."'~
TRUSPLUS 6.0 VER: T6.4.1""_!31111 TI"eA_'__JrdP_A__IAFPA,..Iot:-.l.llllll1t1lS/lnl._,SleIlOOWn/WIgIOn.DC1OO38
UPltn REACTION(S)
Support C&C wind Non-wind
1 .10\ lb
2 -10\ lb
This truss ;s design~d usin9 the
A.SCE7-02 Wind Sp@t1fic~tion
Bldg Enc1ost'd . Yes. Importance hctDr . 1.00
Truss lot.ltion . Not End lone
Hurriune/Ote.ln line. ND i ElIp C~t@9orI . B
~~~ ~~~~t~t'i h~0~OOlb~16Bf~~ ~~th.- A~'oo ft
TPI St.lnd.lrd 8tcupancv, De.ld lo~d. 10.2 psf
Desi1ned u M;r,in Wind Foru Ruistin9 SystelD
.lnd ompon@nts .nd Cl.ddinq
lribut.ry A.ru. U sqft
6-. 15
SHIP
/i1~
I
0-4-3
~
.'
I EXPIRATION DATE: 1Z1Jl1l15 ,
(b)i~ 4li2@@f))
Cust: FRANKlIN
WO: Drive_C_frn2_l00005_JOOOOl
'Osgnr: IlC _ 34 WT: 113'
TC live 25.00 psf DurFacs l-l.IS psI.1S
TC Dead 7.00 psf Rep Mbr Bnd 1.1S
Rep Mbr Comp 1.10
Be live 0.00 psf Rep Mbr Tens 1.10
Be Oead 10.00 psf D.C. Spacing }- 0+ 0
Oesign Spec IRC-200]
iTOTAl '2 00 psf DEFl RATIO: l/240 Te: l/24