HomeMy WebLinkAboutPermit Building 2008-5-9
CITY OF SPRINGFIELD -
Building/Combination Permit
PERMIT NO: COM2008-00637
ISSUED: 05/09/2008
APPLIED: 05/07/2008
EXPIRES: 11/09/2008
VALUE: $ 119,455.00
Status
Issued
225 Fifth Street, Spnngfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 InspectIon Lme
SITE ADDRESS. 5797 PUMICE PL
ASSESSOR'S PARCEL NO. 1802033211000
SPRINGFIETYPE OF WORK Smgle FamIly Residence
TYPE OF USE New
REQUIRED PARKING
Total 2
3 Handicapped'
Yes Compact
f~T:E~3T;(l)N Oregon law reqUIres you to
Notlfl~~~J~~~~~;:.ote~_ by the _ Oregon Utllrty
in OAR 952-001-0~1cith'-'''' JUIt:',:) dl~ ~eITorth
0090 Yo rough OAR 952-001-
~mAw~~T~~?taln caples of the rules bv
~ uerrrer. (Note the te'~8AWtf 5'
n~ct&JhA:>Qraaon Ut/"t~NdtI91~dOWter
enter IS 1-800-332-2344).
PROJECT DESCRIPTION Smgle famIly residence
SAME AS COM2008-00490 1533 S 57th
Owner HA YDEN ENTERPRISES
Address. 2622 SW GLACIER PL #110
REDMOND OR 97756
I CONTRACTOR INFORMATION I
Contractor Type
General
Electncal
Mechamcal
Plumbmg
Contractor
HA YDEN ENTERPRISES
TOP NOTCH ELECTRIC INC
PACIFIC AIR COMFORT INC
PLUMBING PLUS INC
License
92208
172366
39237
90482
BUILDING INFORMATION'
# ofUmts.
Pnmary Occupancy Group
Secondary Occupancy Group
Pnmary ConstructIon Type
Secondary ConstructIOn Type.
# of Bedrooms'
# of Stones 1
Height of Structure 1600
Type of Heat Forced Air Gas
Water Type' Gas
Range Type
Energy Path Path 1
Sprmkled BUlldmg n/a
1
R-3
U
VB
3
I DEVELOPMENT INFORMATION.
Frontyard Setback
Side 1 Setback-
Side 2 Setback
Rearyard Setback
Solar Setbacks.
1800
1400
600
3420
000
Overlay Dlst.
# Street Trees Rqd.
Paved Dnve Rqd
% of Lot Coverage
I PUBLIC IMPROVEMENTS I
Street Improvements.
Fullv Improved
Storm Sewer Mv6JJ]t;if: Yes
SpeCial InstrucWfn PERMIT SHALL EXPIRE IF THE WOR
\, If ;-!0RIZED UNDER ~HI~ P K
Notes Stormwaterjto weeIQhol~lq ;I\r~ ERMIT IS NOT
:,',' I \l:'CIJ K I::; A )ANDONED FOR
1 ~O DAY PERIOD
Pa2e 1 of 4
ResidentIal
Phone Number 541-228-6935
Expiration Date
07/29/2009
09/28/2008
03/25/2010
05/10/2009
Phone
541-228-1081
541-317-1998
541-672-9510
541-926-3190
Lot Size
Sq Ft Ist Floor
Sq Ft 2nd Floor
Sq Ft Basement
Sq Ft Garage/Carport
Sq Ft Other
Occupant Load
1,031
400
Status
Issued
CITY OF SPRINGFIELD.
Building/Combination Permit
PERMIT NO: COM2008-00637
ISSUED: 05/09/2008
APPLIED: 05/07/2008
EXPIRES: 11/09/2008
VALUE: $ 119,455.00
225 Fifth Street, SprIngfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 InspectIOn Lme
I Valuation Description I
Dwelhn2s
Gara2e
Tvpe of Construction
V Wood Frame
Gara2e
$ Per Sq Ft
or multIpher
$105 00
$28 00
Square Footage
or Bid Amount
1,031 00
400.00
Value
Date Calculated
DescrIptIOn
Total Value of Project
$108,25500
$11,20000
$119,455 00
05/07/2008
05/07/2008
~
Fee DescrIptIOn Amount Paid Date Paid Receipt Number
-Mech Iss 2+ Apphances- $40 00 5/9/08 2200800000000000636
+ 10% AdmmlstratIve Fee $131 90 5/9/08 2200800000000000636
+ 12% State Surcharge $14969 5/9/08 2200800000000000636
+ 5% Technology Fee $79.62 5/9/08 2200800000000000636
2 Baths One or Two FamIly $280 00 5/9/08 2200800000000000636
Addressmg Assignment $3500 5/9/08 2200800000000000636
Apphance Vent $700 5/9/08 2200800000000000636
BuIldmg Permit $694 44 5/9/08 2200800000000000636
Curbcut Permit $85 00 5/9/08 2200800000000000636
Dryer Vent $700 5/9/08 2200800000000000636
Exhaust Hoods $1000 5/9/08 2200800000000000636
Fire SF Fee - ResJdentIal $71 55 5/9/08 2200800000000000636
Furnace - up to 100,000 btu $14 00 5/9/08 2200800000000000636
Gas Outlets 1-4 $5.00 5/9/08 2200800000000000636
Plan Review Major - Planlllng $205.00 5/9/08 2200800000000000636
Plan RevIew Same As $220.00 5/9/08 2200800000000000636
PW DIsc - 2nd Permit $-30 00 5/9/08 2200800000000000636
Residence Wmng 1000 Sq Ft $11700 5/9/08 2200800000000000636
Residence Wmng Ea Addtl 500 $21 00 5/9/08 2200800000000000636
Sallltary Sewer - Improvement $46929 5/9/08 2200800000000000636
Sallltary Sewer - RClmbursement $61717 5/9/08 2200800000000000636
SDC MWMC AdmmlstratIon $1000 5/9/08 2200800000000000636
SDC MWMC Improvement $990 39 5/9/08 2200800000000000636
SDC MWMC Reimbursement $95 35 5/9/08 2200800000000000636
SDC Sallltary/Storm Admm $122 39 5/9/08 2200800000000000636
SDC Transpo Improvement $862 25 5/9/08 2200800000000000636
SDC Transpo Reimbursement $195.48 5/9/08 2200800000000000636
SDC TransportatIOn Admm $73.43 5/9/08 2200800000000000636
Sidewalk Permit $85.00 5/9/08 2200800000000000636
Storm Dramage ImpervIOus Area $67647 5/9/08 2200800000000000636
Storm Sewer Each Addtll00' $1600 5/9/08 2200800000000000636
Temp Power 200 amps or less $55.00 5/9/08 2200800000000000636
Vent Fan $21.00 5/9/08 2200800000000000636
WIIlamalane Smgle FamIly $2,513 00 5/9/08 2200800000000000636
Pa2e 2 of 4
CITY OF SPRINGFIELD.
Status
Issued
Building/Combination Permit
PERMIT NO: COM2008-00637
ISSUED: 05/0912008
APPLIED: 05/07/2008
EXPIRES: 11/09/2008
VALUE: $ 119,455.00
225 Fifth Street, Sprmgfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Lme
Total Amount Paid
$8,945.42
I Plan Reviews I
Plannm!! Review
PublIc Works Review
Structural Review
05/07/2008
05/07/2008
05/07/2008
05/07/2008
05/07/2008
05/07/2008
APP
APP
APP
TAJ
BRC
DLM
SDC Worksheet Attached
Approved as noted on the plans
To Request an inspection call the 24 hour recording at 726-3769. All inspectIOns requested before 7:00
a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following
work day.
EroslOn/Gradmg Inspection Prior to ground disturbance and after erosIOn measures are mstalled
Curbcut - Standard After forms are erected but pnor to placement of concrete
Sidewalk - Curbside After forms are erected but pnor to placement of concrete
Vfer Electrical Ground InstaJl ground rod at footmg and call for mspectIon m conjunction with footmg and/or
foundation mspectIon.
Footmg After trenches are excavated
Foundation After forms are erected but prior to concrete placement
Post and Beam' Pnor to floor msulatlOn or deckmg
Floor Insulation Pnor to deckmg
Shear Wall NaIlmg' Before covering sheathmg with fimsh materials
Frammg Inspection Prior to cover and after all rough m mspectIons have been approved
Wall InsulatIOn Pnor to cover
Cedmg InsulatIOn Pnor to cover.
Drywall Prior to tapmg
Fmal BuIldmg After all required mspectIons have been requested and approved and the bUlldmg IS complete
Hold Downs Installed Special Inspection performed prior to placement of concrete, PrOVide report to City
BUlldmg Inspector
Vnderfloor Plumbmg Prior to msulatIon or deckmg
Underfloor Dram Prior to cover or placement of concrete
Rough Plumbmg. Prior to cover and mcludmg reqUIred testmg.
Water Lme Prior to fillIng trench and mcludmg reqUIred testmg
Samtary Sewer Lme Pnor to fillIng trench and mcludmg reqUIred testmg
Storm Sewer Lme Pnor to fillIng trench
Pa!!e 3 of 4
CITY OF SPRINGFIELD
Building/Combination Permit
Status
Issued
PERMIT NO: COM2008-00637
ISSUED: 05/09/2008
APPLIED: 05/07/2008
EXPIRES: 11/0912008
VALUE: $ 119,455.00
225 Fifth Street, Sprmgfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Lme
Fmal Plumbmg- When all plumbmg work IS complete
Underfloor Mechalllcal. Pnor to msulatIon or deckmg and mcludmg reqUired testmg
Underfloor Gas After hne IS mstalled and required testmg and capped Jf not attached to an apphance
Rough Gas After hne IS mstalled and reqUired testmg and capped If not attached to an apphance
Gas Service After hne IS mstalled and hne has been connected to a mmlmum of one apphance mcludmg reqUired
testmg Presure test done at this pomt
Rough Mechalllcal. Pnor to Cover
Fmal Gas When all gas work IS complete
Fmal Mechalllcal When all mechalllcal work IS complete
Temporary Electnc Approval reqUired pnor to UtI4ty Company energlzmg pole.
Rough Electnc' Pnor to Cover
Electnc Service Approval reqUired pnor to utIhty company energlzmg service
Fmal Electnc When all electncal work IS complete
By signature, I state and agree, that I have carefully exammed the completed apphcatIon and do hereby certify that all
mformatIon hereon IS true and correct, and I further certify that any and all work performed shall be done m accordance with
the Ordmances of the City of Spnngfield and the Laws of the State of Oregon pertammg to the work descnbed herem, and
that NO OCCUPANCY wdl be made of any structure without permJsslOn of the Commulllty Services DIvIsIOn, BUlldmg Safety
I further certify that only contractors and employees who are m comphance with ORS 701.005 wIll be used on this proJect.
I further agree to ensure that all reqUired mspectlOns are requested at the proper time, that each address IS readable from the
street, that the permit card IS located at the front of the property, and the approved set of plans wIll remam on the site at all
times dunng construction
'\
-/ .~/:JA-. ~
Owner ~r Contractors slgnat.Qe
s)q/o d
Date
Paee 4 of 4
SPRINGFIELD ~<. .".. - <,
~ f ~" ~~~!
J _/ft.(~\~_..... ".,.,-(- '1ir.~tr"'~Il-'1.
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r t\ t~).1.t>~ ~ 't't!"'i
>,.~.J.t.~~e~ :J
ZON
INITIALS
DATE
SOURCE
225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH (541)726-3753 . FA)( (541)726-3689
ELECTRICAL PERMIT APPLICATION
CIty Job Number c..o~ ZJ:>Or-o c 6'3 7
"'1.""'lrr;<1.1V't''l''~-':-rnw~ r11'fk..~1I.'1!itl',.-q'P''':i~{Pjflij' I-Il!- l'il "1'"11.11 11[ '(t\~'~
t,1r,O(fJA.y.I6Jr~r:-cJ1t!}JNSX/ ' r' 'TION:/" ","" 0,,',
r \ J t ( l.U'-"l> r'<;:.1uL. iu IIJjlif~l;I~h!",J 1~(1111..~ k till \ ,1..\1 ( 11..1 II ...1 }.. J l "
S7 cr 7 Pu vV\ ((. L
LEGAL DESCRIPTION
/i!>Oz... b 33Z
1
11000
JOB DESCRIPTION
;-1-0 c.- S f:"
U/~
I 7e-AAt'
Permits are non-transferable and expn e If work IS
not started wlthm 180 days of Issuance or If work IS
Suspended for -180-days_ _ _ _ _ _ _ _ - - n -- - - --
2
Electncal Contractor -r;t!J)J~ffj1 .f"/ec
Address ;;;lo879 evey L~f
- - - CIty ----:F5-eM...~/ Phone 5*11-31779'73---
Explfanon Date
Lj oY L(J
an '7
/7 2 "3tR~
~7
SuperVlsor License Number
Constr Contr Number
EXplfatlon Date
SIgnal re of SupervAsmg plectncIan
~\~\.
1- '\
~
Owners Name j ~~ L Rl c.. ~rJs
Address ';).CJa-77 c?YV-U1 c +
u
CIty 13~ Phone ,)4 ( 'ILIff ,2,n
OWNER INSTALLATION
Tbe mstalIatlon IS bemg made on propertY fawn -WhlCh
IS not mtended for sale, lease or rent
Owners SIgnature
Inspechon Request 726-3769
S}C1 ) Oy(
Date
3
! I II f I I.. j I \.1 f ' ~ ~ I 'I 1 " ; ( I 1") ... 1 U ",I ~ ! ' l~ 1\ "( - l I.,"
: COMP1ili~rE FEE'SCFJEDVLE BELOW"~~,~ \ .;,'~ <', >':, "" l,
I' 't I I -I ( /....1\ _~ .I J -' ,,-.:1.- J.,t .-\. J I '- ... ~ \ I -_... ..
t 1'-\1{ .>."rr:,Nu{\"t( !IJ,r<1 j~lll~'''~~~'' ,.iijr\1 Il)HW ~ .....:;-f\ t"J/-::J1i r.... ~1 ~-..,T3:".l ~ ~f.........~"ri~.<lj Iii, '\\~.3 ~ (" -~11-'
A r:,~N;~'i. ~~~~p'ep,~~1!';:"?)n~Je ;op~~~,1~7~~~~Iy,:pe)"',d~~}~rig ~,n~~' "':;:
Service Included
1000 sq ft or less
Each addltlOnal 500 sq ft or
porbon thereof
Each Manufact'd Home or
Modular Dwellmg ServIce or
Feeder _
!
$11700
1/7
z,(
.
f
$ 21 00
$55 00
-''''r~~f. "-~r"'" I l' ~ ~I l!T"fl""l"1"rl 1'< "",,..~:t:'''r-L''''''''''1..Irp''''''''A\-;;:.f?''-~71r:'t't::f,l''''''''''~'1I':!~!J-:j'''''''r
B l Is~\r~; ~ }/r f~;~(\Jj: \ ~11~ \l I ~~~I~~ljl~tIJllj~Jll r IjJ{ llrJ I 1 "V/ -1f 1~{~(111 t\ Il.llr~;t fi}!II,)<it~J~IIA',,~~~l't-1.(\~M~:'~!f \})l\\~jll
'\0 ef'Ylces or4ieeOel~117Instanahon';:A1i:eJa ons.'onRe]ocatJo~1 ::','~
J~iJj, \ 1 't_ \,.1 rM~.. llldjl j!. q~l Jt~tJq J(.) dr.-lid..:" i" ~I~~ 1), J- ~lt'>-\"3:-l!;t~~li ,l:1h.~.:iIII~:;.t\b.1LI .} '!u;!l 1"~'l.1ttl.ll~1
200 Amps or less
20 I Amps to 400 Amps
401 Amps to 600 Amps
601 Amps to 1000 Amps
---Over I OOO-Amp--s!Volts--
Reconnect Only
$ 70 00
$ 83 00
$13800
$180 00
--- - -5>41-:3-00
$ 55 00
C t r~..~.,r~'I1 ljl 1~l\lIV 111~\1)1~1.~ 1101~~I..M~~ll ~l}/l ~1>ll~Fl/lllllil~id\~Wf:Jtr~1~
" l em nOl a [w:>eJ:\lflI' 'CI'<:1 orl' ee ers'>'
lIt 1",.,. .L _llv{ \ [II I'({l t~ ilp(I,i:ihL.:1{ ~t.i "I illl iJ.wllbJ ~ , ~l
'11 '1\ 1{ lrh \ J I III
lr!J~{l:~ 11!1~:\,.Jr}fYJ t 1
1111~11J1:Jt::1.tb~w.i
InstallatIOn, AlteratIOn or Re]ocatlOn
I
$ 55 00
$ 76 00
$110 00
5~
200 Amps or less
r"'''''' ,..~1 Amps to tJOO Amps
~ :. ~~ffflH~L~t~flt IF THE WORK
OV~f@Q01~ dil-lII(ID~&'laMI~dSIMQJove
"~'~' - ~"~l 'lhH,l\.ltlli111\1,lj" ,,'\lll\~{IJIII~ lolJ I ! Jl, "
D l~ I J;l lj~ \'1~ I {ll....~li~~ I" 111 1 I
l a.. ~ r. ) fV~t I'~ It 1\ \\~~~t.~l \ ~I~~ rl~l;~'~t{ 1~,~111 f'~ ~JI \~~, 1:;1 ~\I.l: I
_ .... f.,X J../l.,L.-.utJ........r ..1,13 . Jf!l1.JJ_{J..~IJ91.)/i-.!..!.w III !I~lll
rd.. y 18~~Xlfe~&\IfJQ or ExtenSIOn Per Panel -- ~-
One ClfCUlt
Each AddltlOnal ClfCUlt or With
Service or Feeder Perrmt
$ 48 00
$ 400
E d'M~fl~ltl>-.f~t-ll'I~~(I\~~~~' t'f'~f~/II).1t:J 'lll~~ III d\11~1\ji(~ t1~~\ f!\~f!1;i\{~\I:~~11\Jl \' n;~r ct t~~(I1{,'lll J~ ...\ l.
." Isce ..h~OU.S; "e~ YI~ehee ~r.~,potl~.ij<Chlded)}:11j:achr.,^I.l$tallntlOlJ
4'.1.1..1 .IF'tiii..r~\~Ji(~L kf ~j~~~~ll~~'tll.i~~hrt ~V~~~~~~:U;::;"\j)w'llillllai~J.!.~ti.ili,.;o1
Pum l'Or Imgabon ~ :,,- ('On Wt!~tMI\
SIgn 't)uthue LIght " \ i ) ~c ,~;:os ;~e a'3ei f6tllJ
II 'j" _ "mp~", ,nluu:}tl-Q'_ _ 52-bbq
Llm~m&nergy,f~~nU~n COplGS of the n.$~109
Liillieaf.HlietkY~~6'mtJ!Jle1tlla1Note- th-eiel~oo - -- -- ---
MIDlmum EW~~r ~[. t~rpr~~9~ U j i~l'i r ~f~Jl~~~rcharges
,)I~f~,.II'lli'/II1I1!!lI,!,ill,,"': I,~~~~~ 'I' :>
4 ,I'g, lJ'BrFJi)' , , W,iflJiJ '~' i'
r t.l\i,I\''';I''~,I:~.:Lllh j,~N~~it"',i , ~II, ~, i::-
- 12% State Surcharge oJ
10% Ad.mnnstranve Fee , '7 .>-
5% Technology Fee 96 r '
Z~S-d
Shared Dnve(T )IBUlldmg FormsfElectncal PermIt Application 1-0& doc
TOTAL
Job No ~2tJIJ!J-OtJG:S7
SYSTEM DEVELOPMENT CHARGE WORKSHEET FOR 2008
NAME ----IfIo/l!t:v fiVT~/->'t!f
ADDRESS 21tA- SW 4(AcI~CITY-'ta#(b;fl)
r'{,
LOCATION OF PROPOSED BUILDING SITE
PHONE '22:J, -09:Jr
STATED~ZIP CJ122?
Street Address 57'77 ;JU MIce .fYI.
Plat Name -1A5;J~?11CA1MJ Tax Lot Number /~'kLJ3 72.. II~" tJ
1. DEVELOPMENT TYPE (Check appropriate dwelllng(s) Dwelling type definitions are on the
back )
A Smale-Famllv Detached
NO OF UNITS I X $2,513 per Unit = $ 25/3
B Smale-Famllv Attached
NO OF UNITS X $2,726 per Unit = $
C Multl-Famllv Aoartment
NO OF UNITS X $2,323 per Unit = $
D Smale Room Occuoanc'{
NO OF UNITS X $1,162 per Unit = $
E Accessorv Dwelhna Unit
NO OF UNITS X $1,257 per Unit = $
WILLAMALANE SDC $
2. SDC CREDIT (If applicable) SDC payer must furnish proof of
Willamalane Credit approval) $
3. TOTA;LLAMALANE NET SDC ASSESSED 2~/3
/ ,(If,SDC ~uced for Credit) $
\ '/ 7x 9/ o~
. - ~~ I \5
'" ',_____- .....~ I
~-..,---FI{}/l/PI/\ <<r A ~ cr J /
~~ ~ I
peve pryent S~rvlces Department Date
elj't:7ld 5
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
COM2008-00637
Hayden Homes
5797 PumIce
18-02-03-32 11000
Smgle FamIly ResIdence
I BUILDING SIZE (SF
1955
1- ~
I~
I~
. r./J
>-<
o
~
JOURNAL OR JOB NUMBER
NAME OR COMPANY
LOCATION
TAX LOT NUMBER
DEVELOPMENT TYPE
NEW DWELLING UNITS
I STORM DRAINAGE
DIRECT RUNOFF TO CITY STORM SYSTEM
IMPERVIOUS SF x 1 COST PER S F CHARGE
195500 I $0346 = I $67647 I
RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS
I IMPERVIOUS S F I x COST PER S F x 1 DISCOUNT RATE 1
I 0 00 I $0 346 I 50% = I
ITEM 1 TOTAL - STORM DRAINAGE SDC '$676 47
LOT SIZE (SF)
6144
DISCOUNT
$000
$67647
I 1070
--.
. ,.
2 SANITARY SEWER - CITY
A REIMBURSEMENT COST
NUMBER OF DFU's x
23
B IMPROVEMENT COST
I NUMBER OF DFU's x
I 23
COST PER DFU
$26 83
COST PER DFU
$20 40
ITEM 2 TOTAL - CITY SANITARY SEWER SDC
$61717
1091
$469 29
1092
= ,
$1,08646
3 TRANSPORTATION
A REIMBURSEMENT COST
ADT TRIP RATE I
957
B IMPROVEMENT COST
ADT TRIP RATE I
957 I
x
. NUMBER OF UNITS' x I
I I
x
I NUMBER OF UNITS x I
I I 1
=,
ITEM 3 TOTAL - TRANSPORTATION SDC
4 SANITARY SEWER - MWMC;
A REIMBURSEMENT COST
INUMBER OF FEU's x
/ I
B IMPROVEMENT COST
NUMBER OF FEU's x
1
I COST PER FEU
I $95 35
I COST PER FEU
I $99039
MWMC CREDIT IF APPLICABLE (SEE REVERSE)
MWMC ADMINISTRATIVE FEE
ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = ,
SUBTOTAL (ADD ITEMS 1,2,3, & 4) = ,
5 ADMINISTRATIVE FEE
SUBTOTAL x I ADM FEE RATE 1=
$3,91640 I 5% I
TOTAL SANITARY ADMINISTRATION FEE
TOTAL TRANSPORTATION ADMINISTRATION FEE
COST PER TRIP
2043
J( INEWTRIPFACTOR-
1 100
1093
$195 48
COST PER TRIP
$90 IO
$1,05773
x !NEW TRIP FACTOR-
1 100
1094
$862 25
=
$95 35
1054
$1,095 74
= $990 39 1055
$000 1054
$10 00 [1056
I
I
$3,916 40
~~'.k_'_~_~.
. . - ,~ " ,
CHARGE
$195 82
Billy CurtiSS
TOTAL SDC CHARGES
12239 11079
$7343 1078
= I $4,112.22 i
__.-.:..-:..'----J
PREPARED BY
5/7/2008
DATE
DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE
NUMBER OF NEW FJXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS
(NOTE FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FJXTURES)
NO OF FIXTURES DRAINAGE
UNIT FIXTURE
FIXTURE TYPE NEW OLD EQUIVALENT UNITS
I BATHTUB 2 0 3 = 6
I DRINKING FOUNTAIN 0 0 1 = 0
IFLOOR DRAIN 0 0 3 = 0
IINTERCEPTORS FOR GREASE I OIL I SOLIDS I ETC 0 0 3 = 0
IINTERCEPTORS FOR SAND I AUTO WASH 1 ETC 0 0 6 = 0
ILAUNDRYTUB 0 0 2 = 0
ICLOTHESWASHER/MOP SINK 11 0 3 = 3
ICLOTHESW ASHER - 3 OR MORE (EA) 0 0 6 = 0
I MOBILE HOME PARK TRAP (I PER TRAILER) 0 0 12 = 0
I RECEPTOR FOR REFRlG I WATER STATION I ETC 0 0 1 = 0
I RECEPTOR FOR COM SINK I DISHWASHER I ETC 1 0 3 = 3
ISHOWER, SINGLE STALL 0 0 2 = 0
I SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0
SINK COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3
SINK COMMERCIAL BAR 0 0 2 = 0
SINK WASH BASIN/DOUBLE LA V A TORY 0 0 2 = 0
ISINK SINGLE LAVATORY/RESIDENTIAL BAR 2 0 1 = 2
IURINAL, STALL! WALL 0 0 5 = 0
ITOILET, PUBLIC INSTALLATION 0 0 6 = 0
ITOILET, PRIVATE INSTALLATION 2 0 3 = 6
MISCELLANEOUS DFU TYPE NUMBER OF EDU'S
20 = 0
TOTAL DRAINAGE FIXTURE UNITS 23
*EDU (EqUIvalent Dwelling Urnt) IS a discharge eqUIvalent to a smgle fanuly dwelling urnt (20 DFU's) set at 167 gallons per day
MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE
YEAR CREDIT RA TE/$I,OOO
ANNEXED ASSESSED VALUE IS LAND ELGIBLE FOR ANNEXATION CREDIT? 2
BEFORE 1979 $529 (Enter 1 for Yes, 2 for No)
1979 $529 IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT? 2
1980 $519 (Enter 1 for Yes, 2 for No)
1981 $512 BASE YEAR 1979
I 1982 $4 98
I 1983 $4 80 CREDIT FOR LAND (IF APPLICABLE)
I , 1984 $463 VALUE 11000 CREDIT RATE
I 1985 $440 $000 x $529 = , $000
I 1986 $4 07
I 1987 $367 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION)
1988 $322 VALUE I 1000 CREDIT RATE
1989 $273 $000 x $529 0
1990 $225
1991 $180
1992 $159 TOTAL MWMC CREDIT = $000
1993 $145
1994 $125
1995 $109
1996 $092
1997 $072
1998 $048
1999 $028
2000 $009
2001 $005
225 Fifth Street
Sprmgfield, Oregon 97477
541-726-3759 Phone
City of Sprmgfield OfficIal ReceIpt
Development ServIces Department
PublIc Works Department
Job/Journal Number
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
COM2008-00637
Payments
Type of Payment
CredltCard
cRecemtl
RECEIPT #:
2200800000000000636
Date: 05/09/2008
DescnptlOn
Plan RevIew Same As
SIdewalk PermIt
Curbcut PermIt
PW DISC - 2nd PermIt
Storm Dramage ImpervIOus Area
SanItary Sewer - ReImbursement
SanItary Sewer - Improvement
SDC Transpo ReImbursement
SDC Transpo Improvement
SDC MWMC ReImbursement
SDC MWMC Improvement
SDC MWMC AdmmlstratlOn
SDC SanItarylStorm Admm
SDC TransportatIOn Admm
BUlldmg PermIt
Addressmg AssIgnment
Wlllamalane Smgle FamIly
2 Baths One or Two FamIly
Storm Sewer Each Addtl 100'
Furnace - up to 100,000 btu
Vent Fan
ApplIance Vent
Exhaust Hoods
Dryer Vent
Gas Outlets 1-4
-Mech Iss 2+ ApplIances-
ResIdence Wifing 1000 Sq Ft
Residence Wifing Ea Addtl 500
Temp Power 200 amps or less
Fire SF Fee - ResIdentIal
Plan ReView Major - Plannmg
+ 5% Technology Fee
+ 12% State Surcharge
+ 10% Admmlstratlve Fee
PaId By
BRETT WILSON
Item Total
Check Number AuthonzatlOn
Received By Batch Number Number How ReceIved
nJm 06904C 069904C In Person
Payment Total
Page 1 of 1
9 33 33AM
Amount Due
220 00
8500
8500
(30 00)
67647
61717
469 29
195 48
862 25
9535
990 39
10 00
12239
7343
694 44
3500
2,513 00
28000
1600
1400
21 00
700
10 00
700
500
4000
11700
21 00
5500
71 55
205 00
7962
14969
131 90
$8,945 42
Amount Paid
$8,945 42
$8,945 42
5/9/2008
WI
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225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH:(541)726-3753'. FAX: (541)726-3689
r OIAA v::>o8'. 0 0 f,37
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City Job Number
o 1 & 2 Family Dwelliug or Accessory
o Multi-Family
D Commercialllndustrial
Job AddressZ:;7 q 7 ,::V ml tf""
Lot bUD"3 Block
Date
New Construction
Additiou/ AlteratioulReplacemeut
Tenant Improvement
Subdivision
Project Name
Description ofWorkllocation on premises/special conditions
o Properly Owner
Name I-JCh;~ N\ H()"y,p<;
MailingAddrlss }Ljf"y ,<;U.) (,Iu,'!pr PI
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Phone ~l-~Q -C~/~ <,- Fax 7Lf 1- .2S 7.~ ~
Owner Representative
Phone
Fax
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NameH.<.yJ p" 1k,W\t>,".
Mailing Address ...5...7'X> tN1,-,(,tri(j"fr'" '-0,;
City Sofj,'C\G-:ld State oQ, Zip '17"17'6
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Phone Fax
o Archit.e<;t/Designer/Engine,,!",
Name fk..y:tm !-Iewhas. /1. j A b",'J
Address
City
Contact Person
Phone
State
Zip
Fax
o Contractor(s)
Con.tractor's Name
General Hn. riA'"\. 1-\t1.'"'V1r'<;:"
Plumbing P/LJ~\h''.i'?l R",<:',
Mechanical Pc-c,C;'c it" (,,,~r't-
Electrical '7:.0, IIbkh Ei
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o Commercial/Industrial Projects
Has site review application been submitted?
DYes 0 No 0 N/A
If so, Name of Planner
Journal Number
"21" .
BU!LDING
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C--~ ' LIst
Demolition
Other
Bldg No,
Tax MaplTax Lot
S'1~j I,... ~ IL_
l & 2 Family Z>wellin6
SQFt
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New Dwelling Area '
Garage/Carport Area
Other Structure Area
Suite No.
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x $/SQ Ft
Value
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TotaIVaIuL
Commercial/Industrial/Multi-Fam'fly
SQ Ft X $/SQ Ft
Existing Building.Area
New Building Area
, Total Value
Occupancy Group(s)
Const..Type(s)
Number of Stories
CCB#
PERMIT
~ Value
Existing
New
Expiration Date
Phone #
Secondary
Energy Path
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APP LICATION
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CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
JOB ADDRESS
Residential Plan Review
57?7;%IJ1ICCCITY JOB#: ~ 2M~ -tJ00'3 7
fIM/[):=jJ PHONE: "7 ? g. ~C:, <7 3 ~
CWNM PHONE:
,j
OWNER:
CONTRACTOR:
Items listed below (if any) and those marked in nid directly on the approved permit
documents are incorporated into this project in addition to any requirements appearing on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction Most Commonly Missed Items". A corresponding number is marked on your
plans for any items listed below where applicable.
AIl references are to the 2005 o'regon State Residential Specialty Code, (2003 International
Residential 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.
Beaverton, Oregon 974008-5986
Your signature on the Building Permit is an a5'""..;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 BUILDING
SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
SPRINGFIELD,
PLANS REVIEWED BY:
~ 141 WK.c PHONE: 72-t - _s62 ~
Review completed on S; 7/cJ f.,
,
Single Family and Duplex Construction
Most Commonly Missed Items
...t..":>>-";J:II 1":II~.''''!;I::tn'l.
DEVEL.OPMENT SERVICES
220 FIFrH STREET
SPRINGFIELD. OR 97477
-.s,:/,J,
,---.
This sheet is attached for your convenience. Included are many often missed requirements of the Oregon building codes, Springfield
inspection staff will check for these items as well as all other requirements of the codes. There may be additional items marked in red
on the approved plans that must be completed before calling for the corresponding inspection. When structural engineering
accompanies plans, the ownerlbuilder must complete any additional requirements, Complete requirements of the code can be found in
the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code, [The number in square brackets is the
code reference.)
Inspection Request Line: 726-3769 Springfield Building Divisious: 726-3753
BUILDING PLANNING '
I. Provide ventilation in every habitable room: by means of operable exterior openings equal to at least 5% of the floor area of the
room, Exception: Provide a mechanical ventilation system capable of producing 0.35 air changes per hour in the room, [303.1]
2, Bathrooms shall have exterior glazed openings of not less than 3 sq ft" half of which must be able to open, or a venting system
~ capable of five air changes per hour, Vent to outside, [303,3]. , .
3, Habitable rooms shall have a ceiling height of not less than 7' for at least 50% of their required floor area. [305.1]
4. Provide a 21" deep clear space in front of all water closets. [307.2]
5. Provide laminated, tempered, or heat-strengthened glass for all glazing located in door assemblies, railings, tub and shower
enclosures, or within a 24" arc of a door, Exception: Glazing in tub and shower enclosures and near doors need not be tempered if
located at least 60" above the adjacent floor or drain inlet [308.4]
6, Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/8" in thickness or 20-
minute fire-rated doors. [309.1] ,
7, The garage shall be completely separated from the residence and its attic area by means of W' gypsum board or equivalent applied
to the garage side. [309.2]. , '
8, Garage and carport floors shall be sloped to. drain liquid toward a drain or the main vehicle entry door. [309.3]
9, Provide operable egress windows in each bedroom with a minimum net clear opening of 5,7 sq. ft. (Min. 5 sq. ft, when sill is
located within 44" of adjacent exterior grade,) Minimum net open height: 22"; Minimum net open width: 20"; Maximum sill height:
44". [310.1.1]
10. Enclosed accessible space under stairs shall'have walls and soffits protected on the enclosed side with \1," gypsum board or
equivalent [314.8]
I L Minimum hallway width 36" finish wall to finish wall. [314,1]
J 2, A minimum 3' x 3' landing is required on each side of an egress door, maximum 1-1/2" below the top of the threshold, [312]
Exceptions: I, At the top of a flight of stairs, provided the door does not swing over the stairs.
2. At required exit door, shall. not be more than 8" below the top of threshold when the door swings in,[312]
13, Min, stairway headroom 6'- 8"; Min, Riser 4"; Max. Riser: 8"; Min, Tread: 9"; Min, clear width above handrail: 36", [314]
14. Provide means to illuminate both interior and exterior stairways and landings. [303.4] ,
15, Provide a continuous handrail on at least one side of stairways of more than three risers, I 1/4"- 2-5/8" cross-sectional dimension
with a gripping surface and no sharp comers, 30" to 38" above the nosing of the tread, with a minimum 1-1/2" clearance to the wall.
[315,1 & 315.2]
16. Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guardrails not less than 34" in
height measured vertically from the nosing of the treads. Intermediate rails shall bespaced so that they do not allow passage of an
object 5" or more in diameter, [315.3,315.4]
17, Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails, minimum
36" in height, with intermediate rails which ,do not allow passage of an object 4" or more in diameter. [315.3,315.4]
18. Required exit door shall be a side-hinged door and not less than 3' in width and 6'8'~ in height.[3l 1.3] ,
19. Provide 5/8" Type 'X' gypsum board, or equivalent one hour assembly, each side of duplex party wall, and extend to roof
sheathing,[320, J]
20. All habitable rooms and area shall be provided with a permanent approved heat source capable of maintaining a temp. of 68 degrees
F. at a point 3' above the floor.[303,6]
FOUNDATION/GRADING
21. Gravel or other structural fill deeper than 4" which is placed to support foundations must be inspected during placement and the
compaction by an approved special inspector. Provide copies of special inspection reports to the City inspector.
22, Concrete shall be 5-7% air entrained with a minimum compressive strength of: a) 2500 psi for basement walls and foundations not
exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundation
and exterior walls and other vertical work exposed to weather; c) 3000 psi for carpo'-! and garage floor slabs and for porches and
steps exposed to weather. [402,2 and Table 402.2]
23, Minimum footing sizes shall be as follows: [Table 403,1,1]
Supporting I floor and a roof: 12" wide', 6"thick, 6"thickstemwall
2 floors and a roof: 15" wide', 7" thick, 8" thick stem wall
3 floors and a roof: 18" wide', 8" thick, 10" thick stem wall
'When load bearing capacity of soil is 1000psf, 18" wide footing is required for 1 story, 23" for 2 story, 27" for 3 story
24, Footings shall be minimum 12" below grade. [403,1] Stem walls shall extend at least 6" above finished grade. [403.1.3]
25, Ground under building shall be sloped to a low point, and an undertloor drain installed to provide positive drainage from under the
building, The grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system Is
provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approved disposal site.
Subsoil drains which cannot remove groundwater by gravity shall have an approved ejector.[3806.2]
26. The sill plate or tloor system shall be anchored to the foundation with minimum Y,", diameter bolts, embedded at least 7" Into
concrete or masonry, spaced at 6'.0" on center maximum with at least two baits per plate And one bolt within 12" of ends or comers.
[403.1.5]
27. Foundation drainage shall be provided around foundations enclosing habitable or usable space below grade, [405,1]
28. Columns and posts shall be anchored to prevent lateral displacement. Exception: Columns less than 4' in height, bearing on a pier
or footing within a crawl space that is enclosed by a continuous foundation wall need not be restrained at the bottom end, [408.3]
29, Provide 12" clearance to grade from underside of girders and beams and 18" clearance to grade from underside of joists or provide
pressure treated wood. [322,1] ,;
30, Provide 3" min, bearing for girders entering masonry or concrete, with y," air space on tops, sides and ends. [502.4,322,1]
31, Provide access to all undertloor areas: 18" x 24" minimum, [409.2] ,
32, Provide underfloor ventilation equal to I square foot for every 150 feet, One vent is required within 3' of each comer, Vents shall
h.ve corrollon.resl.tant wire meln 9r eq~lvalent with the le,"t dlmenllon being 1/8", Underl100r ventUelJon may b. reduced to
111500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved ground cover is installed.. [409,1]
33. Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundatlon walls, in all crawl spaces
where underfloor insulation is installed, [C401.9.2]
34, Provide 55# rolled roofmg or 6 mil. black polyethylene over 4" clean sand, gravel, or crushed rock beneath all concrete floor slabs,
[505.2,3,C401.9.2] ,
35. The grade away from foundation walls shall fall a minimum of 6" within the fIrst 10'. Exception: Drains or other approved meanS
shall be provided to ensll!'~ositive drainage. [401.3]
36, Slopes for permanent cUlS or fills shall not be steeper than 2 units horizontal to I unit vertical. Exception: Steeper slopes may be
permitted when a soils investigation report containing data to justify such slopes is approved by the City, [401.6] ,
37. Sealing required be~een wall and floor, between floor and foundation to prevent air leakage into buildin~ envelope,[C401.8,2]
,.~' '.
"
. ~LLS.& ROOFS
38. Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or ;~'posdd edges, including t! ose
It walllnte..ectlon., .hall be .ealed as recommended by the manufacturer. [702.4.2] ,
39, Masonry veneer anchors may support 2 2/3 square feet of veneer, maximum, and shall attach to continuous #9 wlre.[703.7]
40, Flash all exterior doors, windows and horizontal wood trim. [703.8]
41, provld. bracing at an gable end wan. exceeding 14 feet In length, [See .tandard City of Springfield detans for approved braclt g
methods,] .' ,.
42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface.[Table602.3(1)and (2)]
43. Shear wall nailing or stapling must remain exposed for inspection approvaI.[I13,1-113A]
44. Truss Engineering must be onjob site at framing inspection, for all type trusses used. [502.10; 802.11]
45. Trusses shall not bear on partition walls unless so designed, [30Ll]
46. Enclosed attics and rafter spaces shall be 'provided with cross ventilation. Net ventilating area shall be not less than 1/150 oft! e
attic area, Exception: Net ventilating area may be reduced to 11300 when at least 50% and not more than 80% of the ventilato s are
located at least 3' above the eave or cornice vents or when an approved vapor barrier is installed on the warm side of the inSUll lion.
Provide a I" minimum air space above 'insulation and baffle at eave or soffit vents, [806, E40J.2.1]
47. A readily accessible attic access framed'opening not less than 22" x 30" shall be provided to any attic area having a clear heiglt of
over 30", [807,1] '. , . ,
48. Roof coverings shall comply with the general requirements of Chapter 8 and the specific requirements of each section based u lon
type of material: a) asphalt shingles [90'3]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [906; e,-.
built-up roofing [907]; I) wood shingles [908]; g) wood shakes [909].
49, Roof stonn drains shall be provided to collect and discharge stonn drainage to an approved drainage system,[801.3] One 3" p'pe
graded 1/4" per foot can accommodate :up to 2,320 square feet of surface area.[Table 3811.2] ,
50. End walls to be step flashed or to manufacturers specs,[903.3]
MECHANICAL & PLUMBING
51. Heating and cooling appliances located in a garage or other area where they may be subject to damage shall be suitably guard ,d
against such damage. (Protection is typiCally provided by concrete filled pipe bollards,) [1307.3, 3310,3]
52. Appliances which generate a glow, spark'or flame capable of igniting flammable vapors and are located in the garage shall be
installed with the burners, burner ignition devices or heating elements and switches minimum 18" above the floor level. [130~ .3,
3310.1]
53, Fuel burning wann air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. Fuf11aces
or water heaters located in a bedroom or liathroom shall be installed in a sealed enclosure such that combustion air will not be taken'
from the living space. Direct vent units' are not required to be installed within an enclosure. [1402.1,3309]
54, Combustion air must be provided for all fuel burning appliances except direct vent units, [2001,1 to 2001,5]
55. Provide. access to attic furnace (22" x 30") or underfloor furnace (30" x 30"), Provide a pennanent electric outlet located neat the
furnace and lighting fixture controlled by,a switch at the passageway opening. [1401.6-1401.7]
56, The maximum amount of water used b)inew plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) ulterior
faucets: 2,5 GPM [3202] , .
57. Showers and tub-shower combinations shall be equipped with control valves ofth'e pressure balance, the thermostatic mixing. or the
combination pressure balance/thennostatic mixing valve type with maximum mix~d water setting of 120 degrees F, [3215]
58, Minimum shower compartment 1,024 sq:, inches; shall also be capable of encompassing 30" circle.[3210.3] Threshold shall t e of
sufficient width to accommodate a minimum 22" door,[3210,2] '!
59. Equipment used for heating water shall be protected by combination pressure and:temperature relief valves. [3408.3]
60. Water heaters shall be anchored to resisthorizontal movement. (I.e. earthquake strapping) [3310,5]
61. Stonn water drains located within 5' ora.building may be Schedule 40 ABS or S,chedule 40 PVC, CPE, installed per installati lO
standard lA, [3501.1.2].'
62, Clothes dryer ducts shall tenninate outside the building. Max length is 25', reduce 2.5' for each 45deg, elbow,[1801.3]
63, Trenches dug parallel to the building foundation and deeper than the footing mUSt be at least 45 degrees from bottom outside ,dge
of footing to the bottom inside edge oftrench.[3113.3, illustration pg,294] : ,:
ELECTRICAL
64, RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE, AU electrical work shal
comply with current codes and will be field-inspected for compliance. Building:pennits may be issued without electrical perr lits.
Electrical contractor must confinn an electrical pennit has been obtained before starting work.
65, Provide grounding electrode at electrical service, consisting of (or connected to)'a minimum 20' length of\l,"diameter steel
reinforcement in footings, [4108,1.2] ':. ''',
66, GFCl protection required for receptacles'in outdoor locations, garages, unfinished basements, bathrooms, where serving COlli ter-
top surfaces in kitchens, and when within.6' of wet-bar sinks, [4402] . ,.
67. Provide an approved smoke detector in each sleeping room, outside of each separate sleeping area, and on each additional sto y of
the dwelling, All detectors shall be interconnected and shall provide an alann au'dible in all sleeping areas. Smoke detectors s lall
be located minimum 3' upstream of air ducts, [316,1],;
68, All smoke detectors shall receive their primary source of power from the pennanent built-in wiring, with battery back-up in c: lse
power is interrupted. Exception for remodels: hardwiring and interconnection is required only if other remodeling consideralions
require removal of the appropriate wall and ceiling coverings to facilitate wiring: [316. \.1, 316,2J
69. Required smoke alanns shaH not be located within kitchens or garages, or in other spaces where temperatures can fall below ~ 0
degrees F, Ionization smoke alanns shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; (r
supply registers of a forced air heating or cooling system, Smoke alanns within 20' of a cooking appliance shall be a photoele, :tric-
type smoke alann or the alann shall have an approved silencing means.[316.1]
70, Recessed light fixtures installed in cavities intended to be insulated shall be labeled as suitable for being installed in direct cor tact
with insulation (lC rated). [4503,5] . " .
71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no arger
than 16 sq, inches placed in separate stud spaces for the 2 dwelling units.[320,2] ::
ENERGY CONSERV A nON
72. Provide approved vapor barrier installed on the warm side (in winter) of insulatio~ at all unventilated exterior walls, floors, ar d
ceilings enclosing conditioned space. [C401.9,1]
73. PATH I insulation requirements: (Section C401 for alternative insulation paths,);,
Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceiling:: R-
30 (max. 50% of floor area), Main Entry Door (max. 24sl): U~0.54, Other Exterior Do?rs: U=0,20, Windows: U=OAO, Skyli lhts
(max, 2% of floor area): U~0.50. Forced Air Ducts: R-B. [Table C401.1(I)] ,
74. Alterations within an existing building envelope may use the minimum component insulation requirements:
Exterior Walls: R-15, Basement Walls: R-15, Underfloor: R-21, Slab Floor Edges: R-IO, Flat Ceilings: R-38, Vaulted Ceiling i: R-
21. Exterior Doors: U=O,54, Windows & Skvlights: U=0,65, Forced Air Ducts: R-B, rC101.2,3, Table C40Llb Footnote Cl
, ",,' "i, ' , ','" I': '00 ',' "', " ,," 'REMINDERS FOR THE BUiUElER:-
\'/!;:..:/\:::" ->.",.1," _,~uJ'. :': :, _" ,L,.. I,.: '. ",' ,\
'.,' , ~nn ' I ns ,D1ust rema~ at the consl1)ic,tlon sIte ana,lbe av..
",:. :cdl'\l':'fl~tic@i,wi\h:\@r'.' 'i6~~at'j~ti~:iilid:g:~i:~:::Pf6
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o LayouIAppro\"edllSNoled
D Truss Engineering Appro'"ed
D TrussEng;neenngApproved
f',5Noleo
D NOl Approved: Re.\ubmil
:SIgnature
DATE:
NOTE:
Composition Roof
Pitch: TC: 6/12
Overhang: 12"
~Vaulted Area
~ Pitch:3/12
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, /"336""""",""I,ulLc'R' Hayden Homes
k Eugme,OR97402 IJ08AODREss'
LL(5")688'8671 , . "NEED ADDRESS" ,
theTRUSSco. inr MOO'" Willow I Ri2ht Gara2e '
. u""", . REVlSION# DA IE
www.THETRUssco.COMmsIIMnRf9mfii-or.bfl".I>.. 00000
Approval of Shop Drawings means the Configuration, bearing locations and
deSign criteria have been reviewed and approved. As Contractor you must
verity and approve all dimensions and truss counts on the Layout.
Trusses wilf be manufactured as approved.
Job
Truss
Truss Type
Oly
PlY
Hayden(Williowl} -bl
WILLOW 1
A1GE
GABLE
The Truss Co., Eugene, OR 97402
Job Reference faotional)
6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:152007 Page 1
ii"
'-0-0
14-0-0
14-0-0
28-0-0
14-0-0
29-0-Q
'-0-0
SalI.:lI.-.1
..1..0-0.
3><5=
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.....).,.'::.:X)()()()()()(X)()(~)()(X)/)()()()l,~
3~""
3.5::;'
14-0-0
14-0-0
Plate Offsets (X,Y): IJ:0,2,B,Edoel
28-0.0
14-0-0
DEFL in (Ioc) IIdeft Ud PLATES GRIP
Vert(LL) 0,02 S n/r lBO MT20 lB5/t4B
Vert(TL) 0,03 S n/r BO
Horz(TL) 0,01 R n/a nfa
LOADING (psi)
TCLL 25,0
TCDL B.O '
BCLL 0.0
BCDL 7,0
SPACING 2,0,0
Plates Increase 1.15
Lumber increase 1.15
Rep Stress lncr YES
Code JRC2003rrPJ2002
CSI
TC 0,36
BC 0,20
WB 0,12
(Matrix)
Weight: 110 Ib
LUMBER
TOP CHORD 2 X 4.HF No.2
BOT CHORD 2 X 4 HF No.2
OTHERS 2 X 4 HF/SPF StudlSTD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 ac
purlins.
Rigid ceiling directly applied or 6-0-0 DC bracing, Except:
10,0,0 oc bracing: B-AH,AF'AG,U,V,R,T. '
REACTIONS' (Ib/size) J=63/2B'0'0. 8=244/2B-0-0, AA=4/2B,0-O, R=244/2B,0,O, AH=494/2B.Q.0, AG=-129/2B,0,0, 'AF=159/2B,0,0: AE=96/2B,0,O,
AD=10B/2B,0,0, AC=11212B,0,0, I\B=6B/2B'0'0. Z=6B/2B,0,O, Y=11212B-0,O, X=10B/2B,0,0, W=96/2B,0,0, V=159/2B.Q.O,
U=,129/2B,0,0 T =494/2B,0,0
Max UpJift8=-127(Joad c~se 3). R=, 127(load case 3), AH='206(load case 3), AG=-129(load case 4), AF='65(load case 3), AE='43(Joad case
3), AD=,46(load case 3), AC=,49(Joad case 3), AB=,IB(load case 3), Z='IB(Joad case 3), Y=-49(load case 3), X='46(Joad case 3),
W=-43(load case 3), V=-65(Joad case 3), U=, 129(load case 5). T =-206(load case 3)
Max GravJ::175(load case 3), B::244(load case 4), AA:::50(load case 3), R=244(load case 5), AH=494(load case 1), AG=48(load case 3),
AF=159(load case 1), AE::96(load case 4), AD::108(1oad case 1), AC=112(load case 4), AB::74(load case 4), Z=74(load case 5).
Y=112(load case 5), X=10B(load case 1), W=96(load case 5), V=159(load case 1), U=4B(load case 3), T =494(load case 1)
FORCES (Jb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/22, B-C=-76/B9, C-D=,7B/101, D,E=,3/90, E,F=,21/130, F,G=,19/160, G-H=-19/191, H-I=,21/224,
I,J=,B/240, J-K='B/240, K-L=-21 1224, L,M='19/191, M,N=-19/160, N,O=-21/130, O,P='3/90,
P,Q=,7B/l 01, O,R=-76/B9, R-S=0/22
BOT CHORD B,AH=-l B/l 05. AG,AH=,24/1 04. AF-AG=,O/I 04, AE,AF=,6/1 04, AD-AE=,4/1 04, AC-AD=-5/1 04,
AB,AC=-5/104, AA-AB=,3/1 03,Z,AA=,3/1 03, Y,Z=-5/104, X,Y=,5/104, W-X=-4/104. V-W=-6/104,
U,V=,0/104, T,U=,24/104, R-T =-1 B/l05
WEBS C,AH='365/225, D,AG=,3B/72, E,AF=-120/76, F,AE='B3/54. G,AD=-BB/5B, H-AC='93/61,I,AB='5B/30,
K-Z=,5B/30. L,Y=,93/61. M-X=-88/5B, N,W=,B3/54, O-V=,120/76; P-U=-3B/72, Q,T =,365/225
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4,Bpsf; 8CDL=4,2pst; Category II; Exp B; enclosed; C,C Exterior(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL::1.33 plate grip, DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
MiTek "Standard Gable End Detail"
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection. -
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1.4-0 oc.
Continued on Daoe 2
Job
Truss
Truss Typ-e
Clty
Ply
Hayden(VYilliowl) "-~f.'
WtLLOW'1
A1GE
GABLE '
_ Job Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, Inc. 'Fri Feb 0216:03:162007 Page 2
The Truss Co., Eugene; OR g7~02
,'.
~' NOTES
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1271b uplift at joint B, 1271b uplift at joint R, 2061b uplift at
joint AH, 129 Ib uplift atjoint AG, 65 lb uplift aljoirit, AF, 431b uplift at joint AE, 461b uplift at joint AD, 491b uplift at joint AC, 18 Ib uplift at joint AS, 18tb
uplift at joint Z, 49 lb uplift at joint Y, 46 Ib uplift at joint X, 43 Ib uplift at joint W, 65 Ib uplift at joint V" 129 lb uplift at joint U and 206 Ib uplift at joint T.
10) Beveled plate or shim required to provide full b~aring surface with truss chord at joint(s) J, AA, AH, AG, AF, AE, AD, AC, AS, Z, Y, X, W, V, U, T.
11) This truss is. designed in accordance with the 2003 International Residential Code.sections R502.11.1 and RB02.1 0.2 and referenced standard ANSlffPI
1.'
12) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify, that this parameter
fits with the intended use of-this component.
LOAD CASE(S) Standard
.
,
"
Job
'T.russ
I Truss Type
'Qty I Ply I Hayden(Williowl) -bf
WILLOW 1
A2
SCISSOR
4
The Truss Co., Eugene, OR 97402
Job Reference (ootional)
6.3005 Apr 19 2006 MiTek Industries, inc. Fri Feb 02 16:03:162007 Page 1
~
,.1-0.0.
1-0-0
8-1-10
"8-1-10
14-0-0
5-10-6
19-10-6
5-10-6
28-0-0
8.1-10
29-0-0 .
'-D-O
SeaI.:II'-.!
"611
,
6JXI[12
.
i,
,
"'=
G
,
"'''
"
2>611
3.00rrr
:bolO=::
8-'.10
8-1-10
Plate Offsets IX-Y): 1B:0-0'13.0,0'51. IF:0,0-13,0,0-51
- -
14-0-0
5-10-6
19-10-6
5-10-6
2a.O-Q
8-1-10
LOADING (pst)
TCLL . 25,0
TCDL 8,0
BCLL 0,0
BCDL 7.0
SPACING 2-0,0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003ITPI2002
CSI
TC 0,86
BC 0,96
WB 0,69
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (Ioc)
'0,37 I
-0,65 I,J
0.50 F
I/dell
>891
>505
n/a
Ud
360
240
nfa
PLATES GRIP
MT20 185/148
Weight: 95 Ib
LUMBER
TOP CHORD 2 X 4 HF 1650F 1.5E
BOT CHORD 2 X 4 HF NO,2
WEBS 2 X 4 HF/SPF StudlSTD "Except"
W12X4HFStud
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly"applied or 1.7.8 DC
purlins.
Rigid ceiling directly applied or 2-2-0 ac bracing.
REACTIONS (Ib/size) B.1183/0-5'8, F=1183/0,5,8
Max UpliflB_:402(load case 3), F=-402(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/26, B-C=-3483/927, C,D=,2453/636, D'E=,2453/636, E,F='3483/927, F'G=0/26
BOT CHORD B,J=,72213092, I-J=-719/3081, H,I=,719/3081, F,H=~72213092
WEBS C'J-0/260, C,I='934/408, D-I=-396/1769, E,I=-934/408, E-H=0/260
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7'02; 1 OOmph; h=25ft; TCDL=4,8pst; BCDL=4,2pst; Category II; Exp B; enclosed; C,C Exterior(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=I.33:
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection., .
5) Bearing atjoint(s) B,.F considers parallel to grai!lvalue using ANSlfTPll angle to grain formula. Building designer
should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402lb uplift at joint Band
402 Ib uplill at joint F, .
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and RB02.10.2
and referenced'standard ANSlfTPll. .
8) This truss is designed tor a creep factor of 1.25, which is used to calculate the total load deflection. The building
designer shall verify that this parameter fits wit~ the intended use at this component.
LOAD CASE(S) Standard
,
Job
Truss
Truss Type
WILLOW 1
A3
SCISSORS
Oty' Ply
4
Hayden(Williow1) -bf
Job Reference'(optional)
6.300 s Apr'19 2006 MiTek lndu:;tries,qnc. Fri Feb 0216:03:162007 Page 1
, Th~ Truss Co.,'Eugene, OR 97~02
~
;-'-0-01 8-'-10
'-0-0 8-'-10
14-0-0
5-10-6
19-10-6
5-10-6
4,511
I
6.00['iT
~,4 'l
,
"'
"'
,
----
"
6.8::
,
:<X411
o
2>.411
3.00[12
3>10C:O
8-Fl0
8-'-10
I Plate Offsets IX,Y): IB:0,0-t2,0,0-51,IF:0-0't2,0,0'5)
19-10-6
5'-10.6
14-0-0
5-10-6
LOADING (psf)
TCLL 25.0
TCDL '8.0
BCLL ..0,0
BCDL ,7,6
, (]oc)
H
H'I
F
Ud
360
240
n/a .
SPACING 2-0,0
Plates Increase 1-.15
Lumber Increase' 1.15
RepStress Incr YES
Code IRC2003fTP]2002
CSt
TC 0.89
BC 1.00
WB 0.70
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in
,0,37
'0,66
0,50
]/de!1
>887
>503
n/a
LUMBER
TOP CHORD 2 X 4 HF t 650F t,5E
BOT CHORD 2 X 4 HF No,2 '
WEBS 2 X 4 HF/SPF Stud/STD 'Except'
W12X4HFStud '
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
REACTIONS (]b/size) F=1100/0,5.8, B= 1185/0,5-8
Max Harz B=27(load case 3)
Max UpliftF=-330(load case.3), B=~404(load case 3)
FORCES (Ib) - Maximum,Compression/Maximum Tension
TOP CHORD A-B=0/26. B.C=-3488/961. C,D=-2459/671, D,E=,2459/672. E,F=.3504/977
BOT CHORD B-I=-782/3096, H-I=-778/3085, G-H=,794/3101, F-G=,799/3113
WEBSC,I=O/260, C,H='933/407, D,H=-429/1776, E-H='950/423, E,G=0/261
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02;,100mph; h=25ft; TCDL=4,8psf; BCDL=4.2psf; Category I]; Exp B; enclosed; C,C Exterior(2);
cantilever left and right exposed,; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection.
5) Bearing at joint(s) F, B considers parallel to grain value using ANSI/TPI1 angle to grain'formula. Building designer
should verify capacity of bearing surface. , .
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding,.330 Ib uplift at joint F and
404 Ib uplift at joint B, ' " '
7) T~is truss is designed in accordance with the 2003 International Residential Code sections R502:11.1 and R802.1 0.2
and referenced standard ANSlrrPI1.
8) This truss is designed for a,creep factor of ,1.25, which is used to calculate the tot~I'load def!ection. The building'
designer shall verify that this parameter fits with the intended use of this component
LOAD CASE(S) Standard
28-(J-(J
8-1-10
ScaI&_1:41U
It
'3.10,==
28-0-0
8-1-10
PLATES
MT20
GRIP
185/148
Weight: 93 Ib
Job
Truss
T russ Type
WILLOW 1
A4F
COMMON
Qty
5
Ply
Hayden(Williowl )-bf
The Truss Co., Euge08, OR97402
Job Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, Inc. Frj Feb 02 16:03:17 2007 Page 1
.
.'1-0-0.
1-0-0
6-4-13
6-4-13
14-0-0
7.7-3
21-7-3
7-7-3
28-0-0
6-~-13
Scale. 1:46.~
4.8=
o
2>41-
,
LOAOING (psf)
'TCll 25.0
TCDL 8,0
BClLO.O
BCDL 7,0
SPACING 2,0,0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code IRC2003(fP12002
CSI
TC 0.69
BC 0.69
WB' 0.83
(Matrix)
',' G
G 41<6=
3>.4=
18-3-8 28.0-0
8.7;0 9-8-8
DEFL in (Ioc) I/defl Ud PLATES GRIP
Vert(LL) ,0,22 B,I >999 360 MT20 185/148
Vert(TL) .0,46 F,G >718 240
Horz(TL) 0,09 F n/a n/a
40:6=
3.4= 3.5=
9-8-8
9-8-8
Plate Offsets IX.Vt: IB:0'0'12,0-0-21IF:O,0.12.0,0-21
Weight 1081b
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF NO.2
WEBS 2 X 4 HF/SPF Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural.wood sheathing directly applied or 3-4-15 OC
purlins.
Rigid ceiling directly applied or 7-8-13 DC bracing.
REACTIONS (lb/size) F~117210'5'8, B~1257/0'5,8
'Max Harz 6=31 (load case 3)
Max UpliltF~,351 (load case 3), B~'425(load case 3)
FORCES (lb) - Maximum Compression/Maxinium Tension
TOP CHORD A-B~O/29, B,C~,2119/666, C,O~-1808/606, D-E~-1814/612. E,F~-2128/674
BOT CHORD 8-1=-514/1827, H-I=-253/1273, G-H=-253/1273, F-G=-524/1837
WEBS C-I~,458/271, I-J~,125/519, D'J~-152/609, D,K~-1621619, G,K~,136/528, E,G~,465/277, J,K~-58/17.
NOTES
1) Unhalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02; 100mph; h~25ft; TCDL~4.8psl; BCDL~4.2psf;Category II; Exp B; enclosed; C,C Exterior(2);
cantileve.r left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL= 1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality"assurance
inspection. .
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding3511b uplift at joint F and
425 Ib uplift at joint B, '
6) This truss.is designed in accordance with the 2003 International Residential Code sections RS02.11.1 and RB02.1 0.2
and referenced standard ANS1ITPt 1.
7) This truss is designed for a creep factor of 1.25, which is used to calculate the iotallo~d deflection. The building
designer shaH verify that this parameter fits with the intended use of this component
8) In the LOAD CASE(S) section, loads applied to. the face of the truss are noted a~ front (F) or back (B).
LOAD CASE(S) Standa,d
1) Regular: Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads (plf)
, Vert: A-D~,66, D,F~,66, B-F~, 14, J,K~,20(F)
Job
Truss
Truss Type
Oty
Ply
Hayden(Williowl) -bl
WILLOW 1
A5
COMMON
4
The Truss Co., Eugene, OR 97402
Job Reference (optional)
6.3005 Apr 19 2006 MiTek Industries, I,ne. Fr"j Feb 0216:03:17 2007 Pag~ 1
..
:-1-0.0{
'-0-0
6-4-13
6.4.13
14-0-0
7-7-3
21-7-3
7-7-3
28-0-0
6-4-13
Si;:aIB_L46.1
4.a=
9-8-9
9-8-9
Plate Offsets tX,Y): 18:0'3,14,O,1,121.IF:0'3'14.0'l'121
'-~ B
0 4><5'::::
3.4=
18-3-7 28-0-0
8-6-13 9-8-9
DEFL in (Ioc) I/dell Ud PLATES GRIP
Vert(LL) '0,22 8,1 >999 360 MT20 185/148
Vert(TL) ,0,45 F,G >728 240
Horz(TL) 0,08 F n/a n/a
~ ~
4.5"";:'
"
3x4= 3.<5=
LOADING (psI)
TCLL 25,0
TCDL 8,0
8CLL ,0,0
BCDL 7,0
SPACING 2,0-0
Plates Increase 1 .15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003ITPI2002
CSt
TC 0,80
8C 0.60
W8 0,32
(Matrix)
Weight: 100 Ib
LUMBER
T(JP CHORD
80T CHORD
WE8S
2 X 4 HF NO.2
2 X 4 HF NO.2
2 X 4 HF/SPF Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheat~ing directly applied or 3-6-3 DC
purlins.
Rigid ceiling directly applied or 8-0*8 DC bracing.
REACTIONS (lb/size) .F= 11 0010,5,8, 8=1185/0,5-8
Max HorzB=31 (load case 3)
Max UplittF='330(load case 3)" 8=,404(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A,B=0/28, 8'C=-1964/621, C,0='16511561, D,E,,1657/567, E,F=,1972/630
BOT CHORD 8,1=,475/1689, H,I=,209/1120, G-H=_209/1120, F-G=-48511699
WE8S C-I='4621272, 0,1=-128/526, OcG=-138/535, E,G=-468/278
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02; 1 OOmph; h=25ft; TCDL=4,8psf: 8CDL=4,2psl; Category II; Exp B; enclosed: C,C Exterio'(2);
cantilev"er left and right exposed; end vertical left and right expose"d; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed fqr a 10.0 psi bottom chord live load nonconcurrent with any' other live loads.
4) This truss requires plate inspection1per the Tooth Count Method when this truss is chosen for quality assurance
inspection. .
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 Ib uplift atjoint F and
404 Ib uplift at joint 8,
6) This truss is designed in accordance with the 2003 International Residential Code sections R502. H.1 and RB02.1 0.2
and referenced standard ANSlfTPI1.
7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building
designer shall verify that this parameter fits with the intended use of this component. -
LOAD CASE(S) Standard
Job
Truss
Truss Type
aty. Ply . Hayden(WiJliowl) -bf
WilLOW 1
A6GE
GABLE
I The Truss Co., Eugene, OR 97402
;-1.0.01
.1-0-0
Job Reference (optional)
6.3005 Apr 18 2006 MiTek Industries, Inc. frj Feb 0216:03:182007 Page 1
14-0-0
14-0-0
28-0-0
144<>
SaI.."4G.i
3.5=
"
s.ooj"i"2
'~'
I/Z
"?
,
G~-
'~-
,
'~"
3~,
,
_~G
:~~l~
ol-w----4'--t--t w L ~'~_I
,fl~')"
"
'~'
~~. '
,~,.~ ~ ~I t.
~;;;;xxxx;
3.<5= .l.:J "" '-
,
,
.;\.
'3 -----f
,,-
~
'L,
,,-
c
(
~
"'-
"'=
28-0-0
28-0-0
Plate Offsets IX,Yt: jL:0'2-8.Edoel
LOADING (pst)
TCLL 25,0
TCDl 8,0
BClL 0.0
BCDL 7.0
SPACING 2,0,0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003fTPI2002
CSI
TC 0,12
BC 0,05
WB 0.08
(Matrix)
DEFL
Vert(lL)
Vert(Tl)
Horz(Tl)
in (Ioc)
,0,00 A
0,00 A
0,01 V
I/defl
n/r
n/r
n/a
Ud
180
80
n/a
PLATES GRIP
MT20 185/148
Weight: 1511b
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No,2
OTHERS 2 X 4 HF/SPF StudlSTD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6.0-0 ac
purlins.
Rigid ceiling directly applied or 1 0-07~ ac bracing.
REACTIONS (Ib/size) V=92128,0,O, B=175/28-0,0, AO=189/28-0,O, AN=74/28-0:0, AM=114/28,0,0, Al=105/28,0,0,
AK=107/28,0,O, AJ=107/28,0,0, AI=1 07/28-0'0, AG=107/28,0,O, AF=101/28,0,0, AE=tOl/28.Q.0
,AD=107/28-0,0, AC=107/28,0,0, AB=107/28'0,0, AA=107/28'0,0, Z=105/28'0-O, Y=117/28'0,O,
X=61/28,0,0, W=216/28,0,0
Max Harz 8=31 (load case 3)
Max UpliftB=-60(load case 3), AO='66(load case 3), AN=,41 (load case 3), AM='47(load case 3),
AL=-46(Joad case,3), AK:-46(load case 3), AJ:-46(Joad case 3), AI:-48(load case 3),
. AG=-55(load case 3), AD=,55(load case 3), AC=,48(load case 3), AB=-46(load case 3),
AA=,46(load case 3). Z=-45(load case 3), Y='50(load case 3), X=,27(load case 3), W='95(load
case 3)
Max GravV:92(load case 1), B",175(load case 1), AO==189{load case 4), AN::74(load case 4),
AM=114(load case 1), Al=105(load case 1), AK=t07(load case 4), AJ=1 07(load case 1),
AI=107(load case 1), AG=109(load case 4), AF=101(load case 1), AE=101(load case 1),
AD=109(load case 5), AC=107(load case 1), AB=107(load case 1), AA=107(load case 5),
Z=105(load case 1), Y=117(load case 1), X=61 (load case 5), W=216(load case 5)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A,B=0/28, B,C=,87/33, C-D=-39/5, D,E,,28/15, E-F='30/29, F,G=-30/61, ,G-H=-30/92, H-I='30/123,
I,J,,30/155, J,K=,30/190, K,L=-28/172, L,M=,28/172, M,N='30/190, N,O=-30/155, O,P=-30/123,
P,Q=,30/92, Q,R='30/61, R,S='30/29, S, T =,28/15, T,U=,41/3, U-V=,91/36
BOT CHORD B,AO=0/104, AN,AO=0/104, AM,AN=0/104, AL-AM=0/104, AK,AL=0/104, AJ,AK=0/104, AI,AJ=0/104,
AH'AI=0/104, AG,AH=0/104, AF-AG=0/104, AE'AF=0/104, AD'AE=0/104, AC,AD=0/104, AB'AC=0/104,
AA-AB=0/104, Z,AA=0/104, Y-Z=0/104, X,Y=0/104, W,X=O/104, V,W=0/104
WEBS C,AO=,149/89, D,AN=,65/47, E,AM=-92/59, F,AL=-87/57, G,AK='88/57, H,AJ=,88/57, I,AI='88159,
J-AG='91166, K,AF=,83/0, M-AE=-83/0, N-AD=-91/66, O-AC=-88/59, P,AB=-88157, Q,AA=-88/57,
R,Z=,87/57, S,Y=,93/60, T-X=:60/41, U,W,,161/102
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02; 100mph; h=25ft; TCDL=4,8psf; BCDL=4,2psf; Category II; Exp B; enclosed; C,C Exterior(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL:1.33 plate grip DOL==1.33.
3} Truss designed lor wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
C MiTekd"Standard Gable End Detail" .
oritJnue on oaae 2-
Job
Truss
WILLOW 1
A6GE
Truss Type
GABLE
UIY
r'IY
Hayden(Williowl) -bf
The Truss Co., Eugene, OR 9740.2
Job Reference (optional)
o.::lUU 5 Apr HI2UUo MiTek I~duslries, Inc. Frj Feb 02 16:0~:18 2007 Page 2
NOTES
4) This truss has been design,ed for a 10.0 psf botto~chord live load nonconcurrent with any other live loads.
5) All plates are 2x4 "MT20 unless otherWise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is ~hosenlor quality assurance inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 ac.
9rprovide mechanical connection (by others) of truss to beari~g plate capable of ~jthstanding 60 lb uplift at joint B, 66 Ibuplift at joint'AO, 41 Ib uplift at joint
AN, 471b uplift at joint AM, 461b,uplift at joint AL, 461b uplift at joint AK', 46 Ib uplift at joint AJ, 46 Ib uplift atjofnt AI, SS tb uplift at joint AG, 551b uplift at
joint AD, 481b uplift at joint AC, 461b uplift at joint AS, 461b uplift at joint AA, 451b uplift at joint Z, 50 lb uplift at joint Y, 271b uplift at joint X and 951b uplift
~jointW. .. . '.
10) This truss is.designed in accordance ~ith the 2003 International Residential Code sections'R502.1.1.1 and R602.1 0,2 and referenced standard ANSlfTP!
1,
11) This truss is designed for a creep factor of 1.25, which is used to.calculate the total load deflection. The b~ilding.designer shall verify that this parameter
fits with the intended.use.of this component.
LOAD eASE(S) S1andard
Job
Truss
Truss Type
Oty
Ply
Hayden(Williowl) -bl
WILLOW 1
B1GE
FINK
The Truss Co., Eugene, OR 97402
Job Reference (optional)
6.3005 Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:192007 Page 1
:-1-0-01
1-0-0
5-3-4
5-3-4
10-0.0 13-0-0 14-6-12 26-0-0 27-0-0,
4-8-12 :>0.0 1.8-12 11-3-4 '-G-O
$cal..I:....!
4>4=
, ,
3'4= 36=
, /;~":,G
, lI:i~'
~C~'A ;"
, c~_" ,~
~,,' '~.
B ,
~_w. I
c~_._ 0
";l~~G
1
"
6.00j12
,
~vg
3lc5'i
w
. ~'4 =
8.6=
.",
3.5=
6-10.2
6-10-.2
13~1-14
6-3-11
26.0-0
12-10-2
DEFL in (Ioe) I/den Ud PLATES GRIP
Vert(LL) ,0,06 W,Y >999 360 MT20 1851148
Vert(TL) ,0,12 B,y >999 240
Horz(TL) 0,04 P n/a nJa
Plate Offsets (X,Y): IB:O,2-10,0,1-81. IR:0'2-8,0+01
LOADING (pst)
TCLC 25,0
TCDL 8.0
BCLL 0,0
BCDL 7.0
SPACING 2-0,0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003fTPI2002
CSI
TC 0,35
BC 0.37
WB 0.47
(Matrix)
Weight: 128 Ib
LUMBER
TOP CHORD 2 X 4 HF No,2
BOT CHORD 2 X 4 HF No,2
WEBS 2 X 4 HF/SPF StudlSTD
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4-6-15 DC
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Brace at Jt(s): Z, AC, AE
BOT CHORD
JOINTS .
REACTIONS (Iblsize) B=8B6/0'5-B, V=977/6-5,B, U=,163/6,5,B, T=15216,5,8, S=106/6'5-B, R=54/6-5,8, P=196/6,5-8
Max UpliftB=,292(load case 3), V=-325(load case 3), U=,221 (load case 2), T =,4B(load case 3), S=-56(load case 3), R=,I(load case 3);
P=, 13(load case 3) , .
Max GravB=886(load case 1), V=977(load case 1), T =152(load case 1), S=108(loadcase 5), R=57(load case 5), P=196(load case 1)
FORCES (Ib). Maximum Compression/Maximum Tension
TOP CHORD A,B=0/28, B,C=,1395/374, C,D=-1217/378, D-E=-228/91, E-F=, 19011 04, F,G=,195/110, G,H='183n2,
H-I=,189/43, I,J=, 199/21, J,K=-267/25, K-L=,l 06/15, L,M=-156/0, M,N=-145/0, N,O=, 175/0, O,P=,195/0,
P,O=0/28 '
BOT CHORD B,Y=,235/1171, X-Y=,69/809, W,X=,69/809. V,W=-14B/1028, U,V=0/220, T,U=0/220, S,T=0/220,
R-S=0/220, P-R=0/220
WEBS D-AB='866/314, Z-AB=-880/321, Z-AA=,8651310, AA-AC='9121342, AC-AD=,927/352, AD,AE.,9611376,
AE-AF=-990/392, V,AF=,966/383, F-Z='25132, G,AA=,120m, E'AB='32116, C,Y=-284/188,
W,AC=-181/109, D'Y='125/404, D-W='40/284, H'AD='81/52, J,AE=-66/37, J,AF=,21154, K,V=-387/214,
L,U=-13/60, M,T='113/67, N,S=,90/61, O,R=,60/35 .
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 1 OOmph; h=25ft; TCDL=4,Bpst; BCDL=4,2psf; Category II; Exp B; enclosed; C,C Exterior(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed' for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint 8, 325
rb uplift atjoint V, 221 rb uplift at joint U, 481b uplift atjoint T, 561b uplift atjoint S, lib uplift at joint Rand 131b uplift at
joint P.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2
and referenced standard ANSIfTPI1.
8) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building
designer shall verify that this parameter fits with the intended use of this component.
LOAD CASEIS) Standard
.
.
Job
lruss
Truss Type
Uty
Ply
Hayden(Williowl) -bt
WILLOW 1
B2
FINK
3
_ _ _ JQ9 Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:192007 Page 1
The Truss Co., Eugene, OR 97402
.-'-0.0,
'-0-0
6.(}-8
6-0-8
13.0.0
6.11.8
19-11-8
6-1\-8
26-0-0
6-0-8
27-0-0.
,
1-0-0
5eBIe_l:.u,'
.xS=
o
~ .
6.00112
~
.
~'
h5=
~
,.
3<5= 3.4=
LOADING (psi)
TCLL 25.0
TCDL 8,0
BCLL 0,0
BCDL 7.0
SPACING 2,0,0
. Plates Increase 1.15
Lumber Increase 1.15
Rap Stress Incr . YES
Code IRC2003fTPI2002
CSt
TC 0.51
BC 0,62
WB ,0,31
(Matrix)
. '~l:
~=
3.4=
17-1-13 26-0-0
8-3-11 8-10-3
DEFL in (Ioc) IIdefl Ud PLATES GRIP
Vert(LL) ,0.13 F,H >999 360 MT20 185/148
Vert(TL) ,0.28 H-I >836 240
Horz(TL) 0.06 F n/a n1a
6.0-0
6.0.0
8-10.3
2-10-3
Plate Offsets (X.YI: IB:0+8,0,0,21.IF:0,1-8.0,0,21
Weight: 94 Ib
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF NO,2
WEBS 2 X 4 HF/SPF StudlSTD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 3-11-11 DC
purlins.
Rigid ceiling directly applied or 8-11-3 oc bracing.
REACTIONS (Ib/size) B=977/0'5'8, F=1064/0,5,8, K=164/0.s.8
Max UpliftB='371 (load case 3), F='376(load case 3), K='9(load case 3)
Max GravB=977(load case 1). F=1064(load case I), K=185(load case 2)
FORCES (Ib). Maximum Compression/Maximum Tension
TOP CHORD A-B.0/29, B,C=-1625/553, C-D=-1342/511, D,E=, 1462/518, E,F=,1749/560, F,G=0/29
BOT CHORD B-K,'386/1367, J,K.'386/1367, I-J=,386/1367, H-t..153/949, F,H=-393/1483
WEBS C,I--403/246, D,I=,116/360, D'H='127/522, E,H=,414/247
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02: 100mph; h=25ft; TCDL.4,8psf: BCDL_4,2psf: Category II; Exp B: enclosed; C,C Exterior(2):
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss requires prate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection. . ..
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 Ib uplift at joint B, 376
Ib uplift at joint F and 9 Ib uplift at joint K.
6) This truss is designed in accordance with the 2003 International Residential Code sections RS02.11.1 and RB02.1 0.2
and referenced standard ANSlfTPI1. .
7) This truss is designed for a creep factor of 1.25, which is used to calculate Ihe lotal load deflection. The building
designer shall verify that this parameter fits with Ihe intended use of this component.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Dty
Ply
Hayden(Witliowl) cbf
WilLOW 1
B3GR
DBL HOWE
The Truss Co., Eugene, OR 97402
Job Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, Inc. Frj Feb 0216:03:202007 Page 1
5-'-5
5-'-5
9-0-1Q
3-11-6
13-0-0
.3-11-6
"16-11-6
3-11-6
20-10-11
3-11-6
26-0-0
5-1-5
4.4=
Scale. 1:41.'.
o
,
~:,
~o~, ~~.' nJl rn ~
N ~ 0 L K
3><lIIITI;OU w= 41<5=
f
J"~
e.oo[i2
,
..
'.
3
l:8I
4,8=
~p~~
~
14>5=
"
311811
4><9=
.>9=
5-'-5
5+5
PI~tp. 0ff~p:!:" (X.Yl:
,6-D-0. 9-0-10
0-10-11 3410
IA:O+OO,l, 15t. [G:0'4,0.0-1, 15t
SPACING 2,0,0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Iner NO
Code IRC2003fTPI2002
13-0-0
3.1H
16-11-6
3-11-6
20-1Q.l1
3-11-6
26-0-0
5-1.5
lOADING (pst)
TCll 25,0
TCDL 8,0
BCLL 0,0
BCDL 7.0 :
CSI
TC 0,39
BC 0.61
WB 0,33
(Matrix)
DEFl
Vert(LL)
Vert(TL)
Horz(TL)
in (lac)
'0,06 A-N
,0.11 A,N
0.02 'G
I/dell
>999
>647
n/a
Ud
360
240
nla
PLATES GRIP
MT20 185/148
Weight: 155 Ib
LUMBER
TOP CHORD 2 X 4 HF No,2
BOT CHORD 2 X 8 LSL Truss Grade 'Except'
B2 2 X 8 DF No,2
WEBS 2 X 4 HF/SPF Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 4-8-9 DC
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except
7-9-12 oc bracing: McN,K-M.
REACTIONS (Ib/size) A.1800/0-5-8, G.762/0'5,8: M=3205/0-5-8
Max UplittA=-507(load case 3), G=,225(load case 3), M.,954(load case 3)
Max Grav A= 1844(load case 4), G=762(load case 1), M=3205(load case 1)
FORCES (Ib) - Maximum Compression/Maximum Tension .
TOP CHORD A,B='913/205, B-C.-338/137, C-D='657/285, D,E=-657/285, E-F='984/339, F-G.-1356/400 .
BOT CHORD A-N='1251776, M,N='1251776, M,O='1251776, L-O=,1251776, K-L='1251776, J-K=0/243,I-J='14!i/825,.
H-I='296/1147, G-H='296/1147
WEBS. B,N.0/431, C,K=-713/246, D,J=,115/267, E-I=-45/229, F,H=0/153, B,K='708l186, C,J=-82/458,
E-J=-4471192, F,I=,380/172
NOTES
1) Unbalanced roof live loads have been considered for this'design.
2) Wind: ASCE 7,02; 100mph; h=2511; TCDL=4,8psf; BCDL=4.2pst; Category II; Exp B; enclosed; C,C Exlerio'(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL::: 1.33 plate grip DOL:::1.33.
3).This truss has been designed for a fo.o psfbottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality aSsurance
inspection.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 Ib uplift at joint A, 225
lb uplift at joint G and 954 Ib uplift at joint M.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11. 1 and RB02.10.2
and referenced standard ANSlfTPI1. . .
7) Use USP THD26 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at
2-0-0 from the left end to 6-0-0 to connect truss(es) a3 (1 ply 2 X 4 OF) to front face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
9) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building
designer shall verify that this parameter fits with the intended use of this component.
10) In the LOAD CASE{S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) ,Standard
Continued on Dace 2
Job
Truss
Truss Type
Oty
Ply
Hayden(Williowl) -bf
WILLOW 1
B3GR
DBL HOWE
The Truss Co., Eugene, OR 9740?
_ Job Reference loptional\
6.3005 Apr 19 2006 MiTek Industries. Inc. Frj Feh 0216:03:202007 Page 2
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pll)
Vert: A-O,'564(F.,550), G,O,'14, A,D='66. O,G.-66
Job
Truss
Truss Type
Oty
Ply
Hayden(Williowl) -bf
WillOW 1
C1GE
GABLE
. The Truss Co., Eugene, OR 97402
Job Reference (ootional)
6.3005 Apr 19 2Q06MiTek Industries. fne. Fri Feb 0216:03:212007 Page 1
: .'.0-0 I
,.0-0
10-0-0
10-0-0
20-0-0
10-0-0'
: 21-0.0 I
1-0-0
Scai..1::l4.l
36=
G~6
'/
~
,~~"
l~~, "
"'=
&..oof'i2
"
,TI
a
"
a
;T
"~
In fJ ~
a G
,n
w
:8 -",---':1
':1
,n
w
E
36=
20.0-0
20-0-0
Plate Offsets (X,Y): 1I:0-2'8,Edoel
LOADING (psf)
TCll, 25,0
TCDl 8,0
BCll 0:0
BCDl 7,0
SPACING 2,0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003ITPI2002 .
CSI
TC 0.09
BC 0,04
WB 0,05
(Matrix)
DEFl
Vert(ll)
Vert(TL)
Hocz(Tl)
in (ioc)
,0,00 P
0,00 P
0,00 P
Vdell
n/r
n1r
n1a
Ud
180
80 .
rita'
PLATES GRIP
MT20 185/148
Weight: 92 ib
LUMBER
TOP CHORD 2 X 4 HF No,2
BOT CHORD 2 X 4 HF No,2
OTHERS 2 X 4 HF/SPF Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 ac
purlins.
Rigid ceiling directly applied or 10-0-0 ac bracing.
,
REACTIONS. (Ib/size) B=174/20'O,0, P=174/20,0,0, AC=189/20,0,0, AB=74/20,0,O, AA=114/20,0,O, Z=105/20,0-0, Y=l 08/20.0.0, X=101/20,0,O,
W=101/20-0,0, V=108/20'0,O, U=105/20.o.0, T =114/20,0,0, S=74/20,0,O, R=189/20,0,0
Max UpliftB=-81 (load case 3). P=-81 (load case 3), AC='65(load case 3), AB=,41 (load case 3), AA=-46(load case 3), Z=,46(load case 3),
Y=,56(ioad case 3), V.='56(ioad case 3), U=,46(load case 3), T =,46(load case 3), 5=,41 (load case 3), R='65(load case 3)
Max GravB=174(load case 1), P=174(ioad case 1), AC=189(load case 4), AB=74(load case 4), AA=114(load case 4), Z=105(load case 1),
Y=110(load case 4), X=101 (load case 1), W=101(load case 1), V=110(load case 5), U=105(load case 1), T =114(load case 5), .
S=74(load case 5), R=189(load case 5) .
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/28, B-C=,51/33, C-D=,38/15, D'E=,28/42, E-F=,30174, F-G='30/105, G-H=,30/140, H-I=-28/132,
I,J=,28/132, J-K=-30/140, K,l='30/105,l-M=,30/74, M,N=-28/42, N,O=,38/15, 0-P=,51/33, P-O=0/28
BOT CHORD B-AC=0/96, AB-AC=0/96, AA-AB=0/96, Z,AA=0/96, Y,Z=0/96, X,Y=0/96, W,X=0/96, V,W=0/96,
U,V=0/96, T,U=0/96, 5,T =0/96, R-S=0/96, P-R=0/96 ' .
WEBS C,AC=-149/88, D,AB='65/47, E-AA=-92159, F-Z='87/57, G,Y=-91/67, H-X=,83/0, J,W.,83/0, K,V=,91/67
,l,U=,87/57, M,T='92159, N,S=,65/47, 0,R=,149/88
. NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02; 100mph; h=25ft; TCDl=4,8psf; BCDl=4.2psf; Category II; Exp B; enclosed; C,C Exterio'(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber"DOL=1.33 plate grip DOL=1.33.
3) Tru.ss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the fac.e), see
MfTek "Standard Gable End Delair
4) This truss has been designed for a 10.0 psf bottom chord Jive load nonconcurrent with any other Jive loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method whe~ this truss is chosen for quality assurance
inspection.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1+0 oc.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint B, 811b
uplift at joint P, 651b uplift at joint AC, 41 Ib uplift at ioint AB, 46 Ib uplift at ioint AA, 46 Ib uplift at joint Z, 56 Ib uplift at
joint Y, 561b uplift at joint V, 461b uplift at joint U, 461b uplift at joint T, 411b uplift at joint Sand 651b uplift at joint R.
10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2
C and referenced standard AN511TP11,
ontmuea on Dace 2 .
Job
Truss
Truss Type
Oly
Ply
Hayden(Williowl) -bt
WILLOW 1
C1GE
GABLE
The Truss Co., Eugene, OR 97402
Job Reference (aalional)
6.3005 Apr 19 2006 MiTek Industries. foe. Fri Feb 0216:03:212007 Page 2
NOTES
11) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter
fits with the intended use 01 this component.
LOAD CASE(S) Standard
.
, .
JOb
Truss
r russ r ype
Uty
Ply
Hayden(Williowl) -bl
WILLOW.1
C2
COMMON
9
.
I The Truss Co., Eugene, OR 97402
, -1-0-0 , 5-8-7
,.0-0: 5-8-7
Job Reference (optional)
0.3005 Apr 192006 MiTeK Industries., Inc. Fri Feb 0216:03:212007 Page 1
10-0-0
4-3-9
14.3-9
4.3.9
20-0-0
....7
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,.0-0
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10-0-0
. 10-0-0
f Plate ~flsets IX.Y): IB:0-3'10.0,2-01. IF:0,3-10,0'2,01
2O-0-Q
10-0-0
LOADING (psi)
TCLL 25,0
TCDL 8,0
BCLL 0,0
BCDL 7.0
SPACING 2,0-0
Plates Increase 1. t 5
Lumber Increase 1.15
Rep Stress'lncr. YES
Code IRC2003ITPI2002
CSt
TC 0,31
BC 0,63
WB 0,32
(Matrix)
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0,18
. ,0,37
0,04
(Ioc)
F,H
F,H
'F
I/dell
>999
>637
n/a
Ud
360
240
n/a
PLATES GRIP
. MT20 185/148
Weight: 69 Ib
LUMBER
TOP CHORD 2 X 4 HF NO,2
BOT CHORD 2 X 4 HF NO,2
WEBS 2 X 4 HF/SPF,Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 4-7-4 DC
purlins.
Rigid ceiling directly applied or 10-0-0 DC bracing.
REACTIONS (Ib/size) B.863/0-5-8, F=863/0,5,8
MaxUpliftB.-306(load case 3). F.'306(load case 3)
FORCES (Ib) ~ Maximum Compression/Maximum Tension
TOP CHORD A-B,,0/28, B-C.,1299/406, C-D=-961/320, D,E=,961/320, E,F=-1299/406, F,G=0/28
BOT CHORD B-H=,256/1085, F,H=-256/1085
WEBS ' C,H='3661208. D-H=-140/533, E-H=,366/208
NOTES
1) Unbalanced roof live loads have'been considered for this design.
2) Wind: ASCE 7'02; 100mph;h=25It; TCDL=4,8psl; BCDL=4.2psf; Category II; Exp B; enclosed; C,C Exterior(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL",1.33 plate grip DOL::::1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection. .
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3061b upiift at joint Band
3061b uplift at joint F. . "
6) This truss is designed in accordance with the' 2003 International Residential Code sections R502.11.1 and RB02.1 0.2
and referenced standard ANSlfTPI1.
7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building
designer shall verify that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
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BUILDING SETBACKS
FRONT (GAR) 18' (FROM PL)
FRONT (HOUSE) 10' (FROM PL)
SIDE 5' (FROM PL)
REAR lO'(FROM PL)
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HAYDEN HOMES
2464 SW GLACIER PLACE, SUITE I 10
REDMOND, OR 97756
(541) 923-6607
~LOT 263
5797 Pumice
JASPER MEADOWS 6 SUBDIVISION
SPRINGFIELD, OREGON
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LEGAL DESCRIPTION ((J.Il}J,O" "12- ~
ADORESS ~ 7&f "7 'U.#U/d- '
.rh:.y,~~,\
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,:.TJ-:-f~:.CONTENTS. HERE ON HAVE BEE~ REVIEWED;. WITH
'.ALTER.G.TIONS INDICATED ON COLORED PENCIL. CHANGES
, Oq Al-fERATION5 MADE TO THE APPROVED DRAWiNGS OR
P:~OJ!:.CT AFTER THE DATE BELOW SHALL BE APPROVED BY
T~HtBUILDING OFFICIAL.
'. CITY.' OF ~~. GF.IELD, OR. E.GON
~,t''S''Ar-4A '-:P7~ n.::c<S""!~n
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. MINIMUM SETBACKS - CORNER LOTS
All measurements are from Property
-Front yard to House 10 feet
-Front yard to Garage 18 feet
-Street Side yard to Hse/Gar 10 feet
-Rear yard to House or Garage 10 feet
- - -- ..- --- --~
P.U.E HAY CHANGE SETBACKS
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l2OO5aE<XlN~ !'PFCWTToc:t:F-/2OOtIRCW!WA~
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lAW fJXF PITCH W/HTB'tCJl VN.L.TS TO BE :Ji12 PITCH&A 5/l2ROCF
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DES:lfEDTO Fel5T WN) LR.FT ~ BA!E) at LOCAl... \We LC>>.D
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fJXF 9'EAnNJ TO BE 7/1fS' as W/flUi!ES g>AC8) u" TO 24 NCH o.c..
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AS'HAJ..T s-tU.E9 IHAI..L BE NSTAL.l..S> A!J Ef'EC'D BY MAH.F~ 'MTH
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I?OO!S..--:nt"&l~ ~TYCODE/XlO8RC.WNiA'
1. ALL. WCAC TO~ NCJB..EClfCAL wu.: BEOESOHfUD El'l'
Tl-EOEtERALCClNTl\ACI'CAND9-W...l..ClCH"CRlTOALL.LOC.Irl., STAlE.
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tB'ECI'EOEl'l'Of'R:::IAL.K''I'NQ~fl105.J1&.fnl>>t2t
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.ol s.ffl..y.. ~ All. OUCTB TO BE camfIJCTEO" t6.l..ATEO lA.W afl
L.CCAl. STATE, ND NATIONAL ca:E.lCtf'T ltlI
~ ALL am..'l' IU6 TO HAVe ~ 0N0f'S'G &. ALL f'E1'lffl J#i
flH3;TOEE~
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AN:) aE CUTlET NST..tU.Bl. a.n::JOa1.3.1
M. ALL I'HCfE CAELES TO EE CAT III c:A E<lUV~.
15. ~VETOHAVEA[EXAlBJZlNl'a'IC1IT.
'Ill. ON\AQE D.I'I...EX 0JT1...ET$ aE 0Jll.ET l.OCAlBJ ON n-e BACK WALl..-
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LOCAL CODEeo
, x IE> $T\X:I5
Joler ~ A& 6FEC'D
lNeUl..ATla-t
WEep
---
PRE.~INEEflED
"""'-"" ~~P<R"""
e.ILL eEALEFl: l.NDEFl: ~' e,lJffLE
'"P.T I"lDD &ILL
OeL:Jx.4 TOP I!:
lI.l' PLAANCl-lOReoL.T5
. .',.' ..c. ,. ",,0 f>lD ~ ,"" .""'.
NOT MORE TIolAN 1'-'" N8lL t DR'!1IlALL
FRa1 END Cf' PLATE Aeo &FEC'O
eEcrla-l \ "" CCNC. &LAe ON "'.
',- ~"1.'~ ;':;::i:~;;;;t '"
~ b't1N. t~ :tt:r "'. .~Rl!"1E'11::Fl:
. "
, -
"
:0. .+
eElOJ.l~~, F
DEPTI-lCl-lECK '
LOCAl. CODE., /
0l"'T10NAL. .......... _ _.... e..:
~~&.PER LOCAL ~, '
I-lORI:l.J'..1:FU_
F<E_ ._.._.;.:. ~ :T Ah l"1EC:l'D
In'G."...I3OA,F;!DTO
~eIDE.FIRE~
"..' lCG PI.. T, OR eGlJ..6.L
Ft..OORel-lEATIt-6
l'LClOI't FRAH~ A& epf!.C'O
.< PLAN
,
-
FLOOR INeULA TICt>I FER L.OCAL
CODE (LAn-IE OR u.ll~ eu"\"'ORT)
II!> MIL eLAO<. pal.. n;n-El..El'E
GRCl..R'lD~RLAF'tu.RAf"
UP \'-""I1lM.
.........-ca1PAClED ~ l.ND1i!l~D
,.,....- EARTJ..l GRADE TO DRAIN.
I-lOf<IZAlERT.
~"."'_......
,~~~;.~~(:;,.~;,~iION C!-e.iOf:<'T"),
ecALE> I/<l'ol'-ll)' (1\ X n &l-IEETJ
0~-:~.~:x;:J~;,1.. e.ECiION
ecAl..E.o V4'.I'-lZl' (11 x n flI.IEETJ
~~~~-"v'
WIn.! TAeL!! 6C12.3W -.......... g
...,. NAIL . ).ol' ac.\ , j6Tf"el.M eo~ ~TAl...LED ~
\~ =-=~~~'=-CP_
1YI ./'f t>li!lT.AI...LEO IN ACCORD-"NCE
. If' WI'fI.ITAeLE w;l2,3(1)
&c::INAIL.Ilo.od 1e..-1ti41L.tz.OL:.c;HAU.
t,ot.U.P>>lEl.EDGE&} ~~HOTAT
PA'EL EDC<E&
fA} nrTlM"'" r..........~~ nFTAIL
jGl1""tlU"1 &::l~ lNe.. 'AU.EO H
ACCORD.oNC2! wrr;.I CHPT ,
lb- YWOOP&~I".4NEI...
t4STALLED IN ACCOF<DANCE!
I OOlLl'fl.lTAeLEllom.JotU
1/\....ec.NAIL.".~
I6d NAIL . ~... OL;..tfr (.AL1.. P.ANEI... EDGE~) ___ _ ~
/&c::INAIL.tz.Q.C.OI'l.AL1..
FI'UoHJt.6I'1E1'"1eE~ NOT AT
....ANEl...EDC<E&
. ~WQtX) 6~ I"A'EL
IH5TAl...LED ~ ACCORDNCE
\I.fTH T AeLE 6cr.l.J(1)
,b} IN!'>I"", r~~.. nFTAh
8~~:~(~;:~ ~,Of:<Nef:<~f:<AM IN~"
ecALE. 1n'.I'-lZl' (11 X n e.I-IEETJ
""'''EN6_''''~
~ GAa-E ~
CCNOITI~ l::!QIE1
t.EE~Fl"W1I~
~'D1'V9lTED F\...AN FOR ~
~0CKIl'_ P1TCI-l CAl...l..OJT&
~;"~D ~:!;i i1
OP'TICNAL <&><11' ".'
GAFL.A6l4h....- ::::
. ",
RAIN GUTTER~ ,\,'
llME~I'l!EQ'D \.: _ 1
0P't1Q.lAL- --
~A5C\A
~~TOeEA&FI-IALT
&I-l1N::E.t.E8. OVER~. rooF FELT,
OYEI'<: PL 'f'\IXXX) !>I-IEATI-l~
~~RED TRJ&eEe PER
"""'"
lNflULATICN
FtOR LOCAL. CODEi!l
DBL TOP Ie
__1I.l' GYF'. SOARD
-----
WAl...1.. INSULATIct4 FER
LOC.AL. CODE&
1><6 STUDt.
JoI&T I-lARDI.llARE Ae t.I"'I!C'D
~. F'ARTICLE 60ARD
I.NPEf'!LA'11'1ENTeENEAT!-l
(vlNY1..I't..OORlNGI a<LY)
t.IDIN::!oA&-
WEep
<l' CEMENT eo (TILE o-a. Y )
11(l!CI...E Ie.
t.\LL t.EALER I.NDE \ .
11( F'.T. MJPD 61LL \ \
1I.l' DIA ANCJ.OOR eoLT~
. 6'.'" /T)~ ,. INTO R>O.
NOT M~ TI-lA'-lI'.'"
"",",END ""
PLATE e.eCTlCN ~
~"""GPL<'OF<EaJAI.
F..OOR!>I-IEATIN::!o
R...OOR FRAMING ~ ef'!;C'D
.< PLAN
FLOOR lNOOLATIa-l PER LOCAl.."
I CODE n.A TI-lE OR WiRE e.uFPORT)
~1I(CRleWAL.Luvt.'f1..ID~lNL.1NE
eN 0"'" =".. w/z. ~ ~/Z.
"
E . ~b MIL eLACK POLTETI-lELENE
!!il ~ COYE" LAP . lUQAP
eELOUI~' :0 :7: ., ": :;. UP 1'-'" Hili ,.
DEPTI-l QECJ<. - I - - ~ 11 f CCMPACreD OF< """......D
LOCAL. CODEO / _ _ ~:/ ~ EARTl-LGRADE TO DRAIN.
=~~-L~ OPTICNAI... CRAlL1.. 8PACE DRAIN
CODEto. ~ 311.l"', ~~a'-WAL.LCl-lECJ<.
I-IORI1..NERf. .!..:!:.. 1'-1Zl'
REIN"ORC~A&~aD
z-#4 ~e.Y~<L4f,"a.c"IFjlBHP.l'ti-I Fi?<. J/fM~tN f~/-
0~!:?~;:-",:U~~1.. 6~CiION ...'7
6CALE.lf.4'.I'-IZl' (11Xn t.I-lEETJ
~
"
~-.=:"'..:.,.-=----
:E'==='?-=-~~=-
~==-=--=:::.-
....-..-...--..-..--
..:..-...:.=-:::==:.::
:::Et:=_...,~.....,,:,. ~"::~
-..--..--......--
~"==---.::;...--"---
I ""'''''''''''''''''- I
I'tDE~OOF~~
;:'lUJ
'w
~f-
,,:>u..
;-<:: ...J
i;< ...J
':" ~.. - I/')
: ~.-
t(J~ 8
I
-.-
l:t
~
It.\
[ FEVISCNl
[ ~~~=m
r""'OR-D
BUILDING
SECTIONS
'...co
01
.
.
Ii
'lRI&Of'A/<Il!l.LEL---....... \~~~
.TO~WAl.1.LN \N'~~
~~""2rl...-.
~~
~~~ P / ~~~lld
r'-'~:::~,I
&l-l.lIJ..l...Ele F.oGl!! I'lA/LED
I, ,; ~:.:::-\,
NAlLenr'll"\.ATI! t
mlklj....o.c..-... rr;;;-~~Tftr"
PE~~ ~"M / I
TGlI!ll'tACl!UlAI...LLli'>E'~ '
TOPP\.ATI!~
&HAl..1.eeNAlL D
11I)-"~II>1!
M~"'LEN;>;n.l Of'M'LICI!!
OF INT. CRACE f'oII>EL
"""1l.ED~.1 . MEND.
~kVZ'Cio""CO
.
r:::L=lMl"LAlI! . ...
())lk!.IIo'O.c.
Tat!_N.All..EDTOT
_.,.'0'<:"
JOl&T,.......-.lI~
TO~Ul.4I...LLNE ~~
h . k..-/
MIH...~
NT.~,.ANfi.
NAIU!D ll.lI3-ed
I!A.~""'.
T~l"l..ATI!~
"""~""""
IfI}_.aA.&l~'
Of'6f'l-ICI!
.
~~~I'~!H..\a'GoYPf5[
lNT.~"AHEl... -
K4JL..EI)llV)-I6dEA ~DlMl"\.A~TO~
JOIIITI"~--1J .r 1"l&d.IIo'O~ JOIIIT . ,ol't--
W...........'..g_ 1 ' 1 1 I 'o';';;;'w<:U:',~ J'
N.Lt.l'CioT1"~
K4lLESlMI'\..ATt< ~~
1"1A.i.. ....nr.
hW<'>
EAeATt..n61lf
0I'lm..~"~
N.A1~1l.lf)-"'d
INTERIOR 6RACE PANEl-
~1I-4'I~)(""6l-lEllTI -
&cAL..E.IIe'(lxn!ll-S!T)
l_~(IlE&lOENTl;lLcooe.P.uu.~.3'~?.T~~{tJ'(2)
2_~TIc:;t.lAL~DENTIAl..CG:OE,I"'AI'lA~. . .~'T~~lJtClJ
TOP viEW
SCALE 1/2' . 1'-,"-,' n")( 36 f>I.IEET)
~x.4 BALLa-! FRA'"tED~
HOTCl-ED . :1 TOP l"'\...ATE "
tN$IDEWAU. ...
'- _, , ~RIOR. WAU.
"-- ~ GAaLE END TlO1l.le&
TOP 2X6 OOJel.E TOP PLATE
~6AeILE END f'!=L.-,
.""
2x-4 eALLOCN FRN1EO
NOTCI-ED ~DE IllAl...L
.2 TOFF'LATE
>,'
...!!?E_r:!:~.1E..~::!..~~-!'d..
rlLL,
IJl
'~
--------~~~~~~
JOl5T AND TFal55
PERPENDICULAR
TO BRACE W1LL LINE
"~'.'~"""'-"l ~ 'I II I
;:-';::~~;~ l' ':0' .::..11 i ~I i
{)Je.:IEA.&O. '
II I
JOIST AND TRU55 PARALLEL
TO BRACE. WALL LINE
""""~""-"I" 'r"!!
"'.el'~.-"- .->'. -"'.ItI'lNT~
P'M-ELOVEJIi!'lN." I" ~ = It. ..r"At.El.c..iiOl.Jol&T
'1;,~o~, :8.' i~' mi""i"'o~
~TO~ ,:/ - 't
TOII!:-tiAlI..E:t)t~}16d lr, ~
I!AEND. -
,
ME1J.lCIO!lo1D6naJC,.1IW-L-"n.l1tCoo
MIl-l-_''n-!lCKlIIi&1I.106.1'''o.c..
i'lAILED.'" 0,c.E06E6 lie>' OJ::. FIELD
TAeL.I!~2}
~~OT1*eo
!'IIN V1' GT1* eo I!A &lDI! ,,'.el' ,_
MIN 1'2' GTP eo ot>Ie ~Dl! tJ'.D" ~
FA&TeEC." o..c.. U>GEO
1loclC'R1""~TTI"l:!\lJCW"1I
YAULTED CEILING LtNE
'-
d!
'- --
~"><'-
:''''NOTCl-lEO
~IDE . ecu; FLATE
I
L~
,
/
/
~~
\)
~'x6&T\JD&
. lb'O.c..
--
(~
RAKED I=RAMED WALL DETAIL.
eGAL.E: II"". IJ'-(D" CZ"" X~ t:lHEETJ .
c
O'
N
ri
I
'''''-~1
;---I'la'-
,
.1'-1' ,
I...~L
- --- ./E'T...lUlMSr ~
-->, STAIID...lRD ~I
i '.7.,.'...~
I-~j:~~h-'I
~"--:-'.ltb.~
.~
"
~ ~ .
liJ
CUTT1tIG LArGU' ,OR CRA"S/fl/N
COLUI111 TAPCRS, TOP! EorTe_,
~"~N~~~~N~""""""""""""/Q##$~ lI~ASU';>C'fCNrs REtM/l1 SA','E
~/////I$#/~- R~GJ.f?DLESS 0:- HeiGHT
wt;'lmmi/IIIII;;;;I;IIII;;;~ '
'(/#f,1'/;II~I':/::'::::,':'~"'~~''.''~ ~ EXCE!!>& MATERIAl.
'IW////(//.~~""~'J:. ,"'" ,fj ~ f"ElOCATE olH& FOR g' T.P.
1'_2'
,", r-2' .."..b"':,Y-8'TP.
I
BASE
'-~DOI.l':;.FIR.]><4
- ~LA~:JILD =' ,R...luCS, ,,'-F1X TO
i si;tc}'~;:: 0;~S;:4,:I~/I~~;~.
"
I'.]' W V1' ATT"'~>I PL ~VOOD Fa';>
~ L OPf1C'1I~L ROCK.
--FRE~ TR!:!ATED ] x 4
3 V11U" ~ 1'-2' L "l
l' .4,;",
,/
'/
~ "'ABEl. 8'lD mJee
.,4' OJ::..
1'.6' ~
~
"-~,....
2' xl:>'
~ <.. ~ &IDlN:>
d... d... MATERIAl..
,
'~
1.4' It.4"
l!oTANDA'RD aAaE
TI
0~:,~~~.:?~:IL
ecAl..e. V.4'. 1'_"'(11 x n eI-lEET)
NOTE, NOT CON&TP2UCTEO ON euNGALOW FLAN&.
-,
...."""""
~ BA&E ".
lU-lENI'<OCK III
TO 61: ADDED
~..=:"".=."="---
--..----.----
:::=:::"'-'='.:::::~.=.
::.:..-==--::":...:..-::~-
---.:===-=--==:...-:'-='
-.---...-......
::;:>=-...-...-=..":
=;""=..:::..'"::...~-~
--:::...-.:::=-=='-=-=
I ......""""""- ]
PHCIE~alF~~
",,,
';!<v)/
~' "
t
i
'.
f'
11.'1
~.'
~ __ U
FE'ISONS
aJRRENT M3 CF 122206
.."",,""
OR-D
BUILDING
DETAILS
,,"co
D2
.
, SHEAR / BRACED WALL
(ZONE 01-(CS 16%-BP 20%)
""-' WAL' co co co . TOTAL '~a.~
'N' ""- MAX MN .RACE WAL' WAL'
0f'EN'" PANEl. '''''''' CB<;'" LEI'6Tl-I
(0 .. eel'!!6.&3~ '" ~'-g' "" "-3'
8 .' ~."31l. '" ,'-e' ...' g'-e'
\8 .' ." ". ]'.1' ,.' 4'-C'
18 .' ~.83" ". 2'.,,' ,.' ]'.]'
\8 .' 1Zl,-.~ ". 2'-&' 16' 3'-]'
\8 .' ........".,. ". <4'.,,' ,.' !'>'.e'
1
81
R
A
:36'-12)'
.8 8 1
U' - u
"'-iZl'l8P 8
\
'EJ h;."". J1
&EE D2leP
L cu==
ro9 [;
Oli-
N ,
~ I
-..........."""............-..--..
"'...........-'''''''....
...........-..."'..........."""-...
"'..__llfll............._
.-...--....--........
"......._"'-"""'""""-..........................
...-..-..-......."........."''''''''''''''''
,__IlJE_"':::'.":,~_-"""'__
.
.
'i
L
2''604!mlLloCERPL
REDMOMl,0A9nr.&
PltSoll.g23-66Q7 F:~I.!>4B-{J761
.
Q
~-'
..
N
[
[8
[8
INTERIOR BRACE PANELS
(ZONE 01-(CS 18%-BP 30%)
, ,
11,:
'\
2::.
V1
.'
]'-50'
I'll'-'"
5'.g'
8
B
re"-iZl"IBP
i ::: D~I~
,
Q
Ol-'
..
...
'W
C 5~
~.,~~~
<o~~
~~' IO
~'.'I ~r-
r~.
[It.
----'
.'
-4'-10'
21'-0'
&'.It:I.
w
, .
~TIEDO\l.N~~,\
~-" -.,'
EJI ~I/
- 8
~
8
/
'l~ll
al
.~ '6EE- ~2 leF -./""
(' 4'-it)' lep !
~I-I 81DE5 '
-----_./
,B)
STRUCTURAL NOTES
AA
IS'-""
~f::_
~.......k:-''''''? ~""I:!1.'~1.l';(Rfi'~
~',' ~""AI"'~~P,~ 9ir.....I"'J
~_Q<$<v':_T~...\ E~ ""...mld:l3(IJU1)
r::r::l1"l!,;!Al':F PANFIIt"".-nJTIt-llOlJ!'> p,.J.jFATl-I!t-ICo
~H1N..5116' u:ooo 6TIaIC-t>I-lEAn./1Nc;, c:;;N Ib' oc.
ePACEO S~
NAILN::>.
bd . ,,' Oc. ALL !'-ANEL EOUE5
bd . 1:2' Oc.1N FIELD
1~~~JiZl.3/F2bIl!l2J"5
~ TA6LE ~1I!l2.3(:U
8~I.;><:"n """"","' . ~:tU AA'
QHIt-J ~Q(J'Rl'"n "A"'I'"L~"''''''''.n>J TA,",\.E
URbIl!l2-"'.50 eEE Cl-IART &I4EET 51
EXTERlOF!: CORNER5 TO ~ INSTAl-LED PER .
c:ol'O:NE~ DETAIL c:;;N 0 eHE:ET
QQ~""9"_l;t'l",(
L.:::J'/Ib' el-EATJ.l1Nl:S c:;;N Ib' oc. enDS
N.AIL.lN:S.
8d . "" oc. AU. PANEL EDGEe
8d . 12' oc. IN FIELD
~ TA&..E RbcroJiZl.)(2) . R6e2.3(U
r.:::J AL TF.~ATE F\RAr.F. PANEL
~MIt-l PANEL l..El-k:i1f.l '2'
SIt-Jt'",lF !?>TDRT
2 ANOoIOR 6OL.T& EA pANEL t. V'" polNT& IN 0fV
un~ ~ to TIE DOUN DEVICE. EA PANEL END
FND TO ee REI~ WIll-! NOT L.Ee5 THAN (l) <\4
BAR TOP' eoTTCM
l!?>T !'>T/'JRY CIP 1 MORT'
PANEL ~ 6OTJ.l FACES WlTl4 HAIL~
. "" oc.lltn-i (3)ANCl-OOR eol.TS.1I5 polNT&
wlT~ 3ft)e0 Ib TIE DOU.N DEVIce EA. END Cf' PANEL
f"'ER IRGIOR&C Rb/ZlJ.Jc2;I.lo
r;;:J1t>lTFRI()R F\RAl:F PANFI
t:JMIt-lIn' c.TP5U1 OOAf'D ON 2"" OC. STUD SPACING
HIH..~' llJ..IEN ~TAl..l..E!D ~ &IDE!&
MlN.gf>'la-lEN IN&TAU..ED TO a-IE! FACE Cf' A UJALL
u:ooo &T'J'ia.lCTl.lRA PANEL &I-lALL eE
IAlIJ TACLE RbIl!l2Jci!)'" l~ PARA R6croJiZlA
ATTACl-I1ENT&'
I V"" ecREU.6 OR "d NAlL5 . "" oc. Al..l.. PANEL
EDc.E6 AND . " OC.IN FIELD
I~T.Ael..1!:~croJ,,-'(1)
FMT&lED TO Fl.00!'i! . ROOF FRAMN::Oc
lAW TAa..E R61ln.)(1)
Q
IU'
~
:----------------------------------------1 III
, '
, '
, '
, ' I
' '
"~I, '
l I
8, i i 18
"I~ -=2: ~
~/!iEJ: [Elihg)'
\: ::
" II
~ ~::: ~ ____ _ _____ ____ -------- - - ------ - --- -- -- - -- '::::~4
l1r~l r~li!
",,--~ "--'"
" "
\\ ::
" "
~~:;;;.'l_____ ___________________ -----.----- ----'::::~~
r--' r---.
L~J L~J
[ AEVlOONS
c:u::fENT AS a= 122206
""",roo;
OR-O
D
16'-'"
C
2"'-'"
,
PRESCRIPTIVE
. WALL
BRACING
MAIN 'F=L.OORoH5ARI.UAI.:L. PL.AN
~ 1I"".1'."'(2"'x~6I-IEET)
5CALE. \18'. 1'-'" (U " n Sl-lEET)
'""'os
51
INSURE 18" CLEAR FOR CRAWL ACCESS, ADJUST
LAYOUT AS NEEDED TO A MAX ADJUSTMENT
OF 3" OTHERWISE ADD ADDITIONAL I JOIST
.
(,
~p
.
.
.
'"
-Des;Qn~d Bv: Jon Sumpter _lntunational Wood Products
-N/A 1'YPE QTY. SERIES DEPTH
- I-JOIST . 2 LPns 9 1/2"
I-JOIST' 19 LPI18 9112"
I-JOIST 3 LPIlS 9112"
LENGTH
2' .(
27' ~
31'
[N/A I mE
[ _ HANGER
I QTY. _I SERIES I M.....NUfACl\JRER I NlA
048 ITT39.5 Simpson -
..... ,-
I. FlOOR JOISTS TO BE ll-I/:- LPlI~
";.'" o.c. TYP. U.H.O.
l~our-~O^D~"SSl.l~1
"RlJNf)(TflltOllWA.ltsU.N~
Begin Layout IT1-
@ 19,2" O,C, T
-r-r1--ri'
"!,~,,,~
4' i
.~
++, i-IT+++++++++-
. . . . .
111'-1--1-
_ w,L-, ..J5T e. 181' uL
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I I I 1.)--1.....;
:r:"' : :.:
I I 1'1 I I I
. . . . . . .
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I i ~~'~:'i?:;i"~ : ~: \\ : : \ : 1 i :~:'X9112'
:F=~==F=~==F=*=~==t=~==~=~=cr=~==F=*=~==F=~==F=~==F=*=
: \ : : : : : :~ \ : ~lll~)vJ. LLJ : :
; i ,.i.,7,1179";2"; i ~ n,,,,u,," {.i, (2127' , '
t--t-U'J. , ,'-+-1 ' i i_, '-"~ ,'- -lPI" d 1I2'~ I
@ 19.j?" o.~. . '---'- : @ 19.2" ;o.c. : '
I III !'-j,1I II1I I
I I I I I ~ I H I I 1'-.1 i i i
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I I I
""-
~? .~'~f>~-II In ~".- HP. . :~.r.
DDJLE .OIST. S(~ )~TAIL~:; ra~
.\.s ~L~~ IU'l 111. _Jl_.
Mcltlonal Mota
1. N....WAYS READ PRODUCT 8ROCHIJRE BEfORE
lNST.&UATION CK EWP PftOl)UCTS.
2. RfnR TO HOLE CHAAlS PRIOR TO 0RIL1.1MG
PRODUCT.
3. tHIS DOCUVDrT IS ItmNOEO sot..El. Y AS A
P'I..ACaIO(TP\..AH.lTlSTOBEREVIEWEII8Y'THE
DlGtNEIR CK RECClfm AND loIUST WEI:T HlSIHER
APPROV....... PRIOR TO INSTALlATION OF OUR
PRODUCT,
... THlSD()CUI,tE)CTISNOTTO BEUSEO AS A
REPt.AC[WDlT FOR YOUR ORIWW.. STRlJCTURA1.
fUNS.
~ LAYWT, Q1JAHTlTY AHtl LENGTH TO BE 'tIERlflED
BY ""'""-'CTl1I
......-
r....~~"o.._._o '.,_,1
L~'~IQI>""~"""~
, , '
...... ....... .....
CQN"lllACTOIl./tP.AIl\fll;TOVOlIFY
COllROSIONI'ROITCTlONFOQ.~
tltOMPllES.sullE.l1lEATEDI.ftIGEAISW.
PVoIT.llfrE~ TO SL\\PSONST1>ONG-TlE
LlTEllAT\IllE& PllOOUCTIUJ..ETIN
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'~Hanger Detail
Be sure to check web
fiJlerrequirements
for honge~s
lit.
HAYDEN HOMES
THE WILLOW
GARAGE RJGHT
MAIN FLOOR LPI JOIST LAYOUT
-~ Hanger Detail
Web Fillu
/
Be sure to check web
fillur~uirementsfor
hangus.
FLOOR PLACEMENT PLAN
Verifyc~PQcity
and fastening
require.mentsof
hangers and
cOll1le.Ctors
~
SeeI.Joist FiUerSchedule
for'filltt'blockondweb
fillersize5
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ThIS home has been professionally Insulated with
Owens Corning
PROPINK@Unbonded Loosefilllnsulation (Red Bag)
INNOVATIONS FOR LIVING"
(Job Site Address)
Nome
Address -6..t2,9:3
City
Go fI'9 t;:.{.
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Owens Corning PROPINK Unbonded Loosefilllnsulatlon (Red Bag)
State
Owens Commg will accept no responsibility when the product IS not mstalled In accordance with the product label Stated R value IS proVided by mstalling the required
number of bags at a thickness 1"10t less than the labeled minimum thickness Installation of the required number of bags may Yield more than the specified minimum thickness
Failure by the Installer to provide both the required bags dnd at least the mrmmum thlc"ness will result In lower insulatIon R-va/ue
Nom-n.1l net weight of msulatlon 1$ 33 fbs.
Maximum
Coveragept.r
Bagmsq ft.
Speaflcatlon for Open BION Attics
Mlmmum Imtlal
Installed Thsck,
ness In Inchesl,,-
MinImum Settled
Thickness In
Inches!
New COnstruction
x
MInimum ~s
per I OOOsq ft.
Mmlmum Weight
Inlbs/sq it.
R Value'"
Retrofrt: Toobtam~n No of bags per Contentsofe"J:h Welghtlolb p~, InstalledmsulatlOn Installed ''1sulatlo'1
Numbe; of bags used go IrlSUliitlon JOOOsq it of net wgsnowdl1ot $<;ftof'r)Stilll!:"d sbouldnotbeJess shouJd not be les;
reSIW.lrKe(R)of "rea shall not be cover more than lllsulatlonsnol.lld ,"" ","
EstImated R-value of less than flotbelessthan
pre\l1ous 1rl$u1atlon 13 ~6 1514 0218 5(){) 5(){)
Area of toverage (sq ft.) 1('/"- 19 94 1063 OliO 750 750
Other type(s) of 22 III 899 0367 850 850
26 132 757 0436 1000 1000
msoouon in attlC 30 153 654 0504 1150 fI.50
Thickness of Insulation N.S- 3. 195 514 0642 14.50 14.50
Depth of previOUS 44 230 436 0757 1650 1650
IIlsulatlon 49 258 388 0850 1825 1825
60 321 311 1060 2200 22.00
-The higher the R value the greater the Insulatong power Ask your seller for the fact sheet on R values
Loosefilllnsulatlons vary In thermal perrot manJ:e due to rauors such a, agrng mean temperature ~ettlement corwect,on mOisture absorption and mstallatlon varia/Ion
Convection In glass loosefilllnsulatton Installed In open attICS can reduce ,ts thermal performance H1 extreme winter temperatures dUring the heatong ,eason
Blanket InsulatIon
Blanket and batt fiber glass Insulation when Installed according to the manufacturers recommendations will provide the stated R Value
R-VALUE
To obtain an Insulation resistance (R) of R-38 R-38C R-30 R-30C R-2S R-22 R-21 R-19 R-IS R-13 R-II
MINIMUM THICKNESS
Installed Ins.ulatlon should be 12" 1025' 95' 825 ' 80 675" 5 5" 6 25"t 3 5' 3 5' 3 5'
tR 18u"Ja55' cavrty
THE FOLLOWING PRODUCTS HAVE BEEN INSTALLED AS SPECIFIED ABOVE
kraft unfaced foil FS..25 R..Value Thickness No pkgs. Coverage Area
Ceihngs 0 0 0 0
0 0 0 0
Floors 0 0 0 0
0 0 0 0
Walls 0 0 0 0
0 0 0 0
Basement 0 0 0 0
0 0 0 0
Crawlspace 0 0 0 0
0 0 ~/;a/ar~U1lder
Contractor riM- fJotP
p'gnO(lJre) (:>'gnowre)
Company Company
Address Address
Phone
Phone
..
OWENS CORNING WORLD HEADQUARTERS
ONE OWENS CORNING PARKWAY
TOLEDO OHIO 43659
1 80o-G~-PINK
INNOYATION~ FO~ IIl'IMG'" www OWenscormng com
Pub No
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YOUR HOME IS INSULATEO WITH
INSULSAFE' SP, THE NONCOMBUSTIBLE
FIBER GLASS INSULATION
InsulSafe SP Improves energy effluenLY dnd
reduces energy consumpllon ThIs product
help'" c..on'icrve nonrenewable energy sources,
reduces dependence on foreIgn 011 and reduces
greenhouse gas emissIOns
InsuISafe SP IS manufauured with no
fOl maldehyde and IS GREENGUARD" Cerllfled
for supenol mdoor air quality ThIS medns thdt
InsulSafe SP IS tested by a thIrd party to confn m
that LnllSSlons of formaldehyde, volatIle Olgal1le
compounds (VOCs), resl)lrable parudes and
other pollutants ale below established slandards
GETTING COMFORTABLE WITH CERTAINTEEO
,
For over 100 years, Certam Teed has been the recogmzed
pel fOl manee brand among blllldmg profc'5lOnafs, as
well as a leacling researcher and produceJ of fIber gLlss
lIlSUfallOn Wllh a wide se!cellon of msulatlOn produLts
to fll your home from the basement up to the atlle,
you can fmd comfort III knowmg all your msulatlOI1
needs wtll be met
[~]..I
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ASK ABOUT OUR OTHER CERTAtNTEED PRODUCTS ANO SYSTEMS
EXTERIOR ROOFING SIDING WINDOWS FENCE RAILING TRIM
DECKING FOUNDATIONS PIPE
INTERIOR INSULATION WALLS CEILINGS
Certalnleed Corporation
PO Bo'\ 860
Valle) rorge PA 19482
PIOfeSSlO1111 800w233-8990
Consumu 800-782~8777
wwwcertalOtecd com
CertainTeed 1:-1
3024 ]12 (Q 03/07 CenamTeld Corpor.lIlun Pnnted In USA
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SHOULD NOT BE lESS THAN
"
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TO 08TAlN A THERMAL RESISTANCE Of BAGS PER 1000 SQ FT/100M' OF NET AREA CONTENTS OF BAG SHOULD NOT COVEA MORE THAN SHOULD NOT BE lESS THAN
R Number of Bags sQ It In
R-60 31 4 31 9 2200
R-49 252 397 1850
R-44 224 446 1675
R-38 191 525 1450
R-30 149 671 1175 I
R-19 93 1074 775 v
R-13 62 161 7 525
R-11 53 1905 450 "
In
2200
1850
1675
1450
1175
775
525
450
Th,s IS to certify that CertamTeed InsulSafc.SP FIber Glass InsulatIon has been mstalled 10 the manufacturers recommendations and will
achIeve an R-Value* off!z.3i,usmg _ bags of msulatlon to cover square feet of area at a mmnnum Installcd thIckness of&15mches
I? 70 I)) fS
Street Addre<;s ell) SIJtL ZIp
. 1/: ((~ nff" I? OI-'Y1 oS
S,lghld l1nSldllef)
1-4/6 -D9
Date
:1
f.:11!E
COl1ipany
,
,
State LICense Number (II [cgUlred) i'
I
CII} Stale Lip
InSlllSafc SP 1<; noncombusubk noncorro,>\Vc and Itlorgamc A product de<;ignul for tou I) s s.fet) '>llndards llld tomOTf(l\\ <; LIlUg\ reqUIrement'> KLLP tht<; cemflcalL \\ lib your
other \alu'lble p lpU'>
II YOU L\U Sellllll'.. propLrLY tlus LLluflcatL ...hould be p IS"'Ld Oll 10 thL purdl'1<;el * [he higher the R VIiUL thL greater till.. msuhullg power A~k )our ...eller 1m the fact sheLl
on R-V..tlUL<;
CertainTeed 1:-1
Quollly ",ode aT/om 50/"/0CI,on gUTu/ttd
Cert11l1TlCd COrpOrlllOn .. PO 130\ 860 . 750 r $\\cdeslord Road .. V.llle) forge PA 19482 .. wwwcerwmltcdLOrn
225 FIfth Street
Sprmgficld, Oregon 97477
541-726-3759 Phone
j(~
City of Sprmgfield OfficIal Receipt
Development Services Department
Public Works Department
Job/Journal Number
COM2008-00989
COM2008-00989
COM2008-00989
COM2008-00989
Payments
Type of Payment
Check
cRccemtl
RECEIPT #,
1200800000000000845
Date' 08f06/2008
Description
Penn Serv/Fdr 200 amps or less
+ 5% Technology Fee
+ 12% State Surcharge
+ 10% Admmlstratlve Fee
PaId By
STEVE HAUCK
Item Total
Check Number AuthOrizatIOn
Received By Batch Number Number How Received
Ilh 1363 By Mall
Payment Total
\J\~ect oli~~ ~DJIi;
~ 1-~- \fuD y~
~~ect ~\Q... JxW1-
\J\
~-l9 db
Pa!(e I of 1
8 11 20AM
Amount Due
1500
075
1 80
150
$1905
Amount Paid
$1905
$1905
8/6/2008