HomeMy WebLinkAboutPermit Building 2008-5-16
Status
Issued
CITY OF SPRINGFIELD
Building/Combination Permit
PERMIT NO: COM2008-00647
ISSUED: 05/16/2008
APPLIED: 05/08/2008
EXPIRES: 11/16/2008
VALUE: $ 119,455,00
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
SITE ADDRESS: 5774 PUMICE PL
ASSESSOR'S PARCEL NO,: 1802033209100
SPRINGFIETYPE OF WORK: Single Family Residence
TYPE OF USE: New
Residential
PROJECT DESCRIPTION: Single family residence-
SAME AS COM2008-00489 5782 Obsidian
Owner: HA YDEN ENTERPRISES
Address: 2622 SW GLACIER PL #110
REDMOND OR 97756
Phone Number: 541-228-6935
I CONTRACTOR INFORMATION I
Contractor Type
General
Contractor
HA YDEN ENTERPRISES
License
92208
Expiration Date
07/29/2009
Phone
541-228-1081
BUILDING INFORMATION I
# of Units: 1 # of Stories: 1 Lot Size:
Primary Occupancy Group: R-3 Height of Structure 16.00 Sq Ft 1st Floor: 1,031
Secondary Occupancy Group: U Type of Heat: Forced Air Gas Sq Ft 2nd Floor:
Primary Construction Type VB Water Type: Gas Sq Ft Basement:
Secondary Construction Type: Range Type: Sq Ft Garage/Carport 400
# of Bedrooms: 2 Energy Path: Path 1 Sq Ft Other:
Sprinkled Building' n/a Occupant Load:
REQUIRED PARKING
Overlay Dist: NOTtC!: l. EXPtMaf -mE W01\1( 2
# Street Trees RqdlH\S PERMlT ~~ R TH\!f~1it\S NOT
Paved Drive Rqd: AUTHOR\ZEO \itlIDE AN~ fOR
% of Lot Coverage: COMMENCEI10R \S AB
ANY 180 DAY PER\OD.
I PUBLIC IMPROVEMENTS I
Street Improvements: F II I d
u y ~~p-rove
Storm Sewerlw~:lilmP'N: Oregon law requtre~.~
Special InstIPgRlJhru1es adopted by the Oregon -UtilIty
Notification Center. Those rules are set forth
Notes: Sbb~~~~{!lB~~~~~~~,i~~~O~;
--II'" - ~b-._...S8"'~-- (~I_'_, .....- ',.I'.r~'''''''''
.....,. I .a .f._ rF..,-,.. ,..- -- ...;.... .
number for the Oregon Utilitytlcatlo.n D .
Center is 1-800-332-23 aluatIon eSCfl
I DEVELOPMENT INFORMATION I
Frontyard Setback:
Side 1 Setback:
Side 2 Setback:
Rearyard Setback:
Solar Setbacks:
18.00
5,00
5.00
24.00
9.00
Sidewalk Type:
Curbside 5'
Curb and Gutter
Downspouts/Drains:
Description
Type of Construction
$ Per Sq Ft
or multiplier
Square Footage
or Bid Amount
Value
Date Calculated
Pa!!e 1 of 4
Status
Issued
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
DweIlinl!s
Garal!e
v Wood Frame
Garal!e
Fee Description
-Mech Iss 2+ Appliances-
+ 10% Administrative Fee
+ 12% State Surcharge
+ 5% Technology Fee
2 Baths One or Two Family
Addressing Assignment
Appliance Vent
Building Permit
Curbcut - 2nd Curbcut
Curbcut Permit
Dryer Vent
Exhaust Hoods
Fire SF Fee - Residential
Furnace - up to 100,000 btu
Gas Outlets 1-4
Plan Review Major - Planning
Plan Review Residential
Plan Review Same As
Residence Wiring Ea Addtl 500
Sanitary Sewer - Improvement
Sanitary Sewer - Reimbursement
SDC MWMC Administration
SDC MWMC Improvement
SDC MWMC Reimbursement
SDC Sanitary/Storm Admin
SDC Transpo Improvement
SDC Transpo Reimbursement
SDC Transportation Admin
Sidewalk Permit
Storm Drainage Impervious Area
Storm Sewer Each Addtll00'
Temp Power 200 amps or less
Vent Fan
Willamalane Single Family
Total Amount Paid
Planninl! Review
05/08/2008
$105.00
$28.00
Total Value of Project
~
Amount Paid
$40.00
$120.20
$135.65
$73.77
$280.00
$35.00
$7.00
$694.44
$-30.00
$85.00
$7.00
$10.00
$71.55
$14.00
$5.00
$205.00
$451.39
$220.00
$21.00
$469.29
$617.17
$10.00
$990.39
$95.35
$122.23
$862.25
$195.48
$73.45
$85.00
$673.70
$16.00
$55.00
$21.00
$2,513.00
$9,245.31
I Plan Reviews ,
05/08/2008
Date Paid
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
5/15/08
APP T AJ
Pal!e 2 of 4
CITY OF SPRINGFIELD'
Building/Combination Permit
PERMIT NO: COM2008-00647
ISSUED: 05/16/2008
APPLIED: 05/08/2008
EXPIRES: 11/16/2008
VALUE: $ 119,455,00
1,031.00
400.00
$108,255.00
$11,200.00
$119,455.00
05/08/2008
05/08/2008
Receipt Number
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
1200800000000000496
Survey required because of
minimum setbacks
Status
Issued
CITY OF SPRINGFIELD -
Building/Combination Permit
PERMIT NO: COM2008-00647
ISSUED: 05/16/2008
APPLIED: 05/08/2008
EXPIRES: 11/16/2008
VALUE: $ 119,455,00
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
Public Works Review
05/08/2008
05/08/2008
APP BRC
SDC Worksheet
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.
l..ReouireCUnsnections .
Erosion/Grading Inspection: Prior to ground disturbance and after erosion measures are installed.
Curbcut - Standard: After forms are erected but prior to placement of concrete.
Sidewalk - Curbside: After forms are erected but prior to placement of concrete.
Vfer Electrical Ground: Install ground rod at footing and call for inspection in conjunction with footing and/or
foundation inspection.
Footing: After trenches are excavated.
Foundation: After forms are erected but prior to concrete placement.
Post and Beam: Prior to floor insulation or decking.
Floor Insulation: Prior to decking.
Shear Wall Nailing: Before covering sheathing with finish materials.
Framing Inspection: Prior to cover and after all rough in inspections have been approved.
Wall Insulation: Prior to cover.
Ceiling Insulation: Prior to cover.
Drywall: Prior to taping.
Hold Downs Installed: Special Inspection performed prior to placement of concrete. Provide report to City
Building Inspector.
Final Building: After all required inspections have been requested and approved and the building is complete.
Vnderfloor Plumbing: Prior to insulation or decking.
Vnderfloor Drain: Prior to cover or placement of concrete.
Rough Plumbing: Prior to cover and including required testing.
Water Line: Prior to filling trench and including required testing.
Sanitary Sewer Line: Prior to filling trench and including required testing.
Storm Sewer Line: Prior to filling trench.
Final Plumbing: When all plumbing work is complete.
Vnderfloor Mechanical. Prior to insulation or decking and including required testing,
Vnderfloor Gas: After line is installed and required testing and capped if not attached to an appliance.
Rough Gas: After line is installed and required testing and capped if not attached to an appliance.
Pal!:e 3 of 4
CITY OF SPRINGFIELD.
Status
Issued
Building/Combination Permit
PERMIT NO: COM2008-00647
ISSUED: 05/16/2008
APPLIED: 05/08/2008
EXPIRES: 11/16/2008
VALUE: $ 119,455,00
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
Gas Service: After line is ins taIled and line has been connected to a minimum of one appliance including required
testing. Presure test done at this point.
Rough Mechanical: Prior to Cover
Final Gas: When all gas work is complete.
Final Mechanical: When all mechanical work is complete.
Temporary Electric: Approval required prior to Utility Company energizing pole.
Rough Electric: Prior to Cover
Electric Service: Approval required prior to utility company energizing service.
Final Electric: When all electrical work is complete.
By signature, I state and agree, that I have careful1y examined the completed application and do hereby certify that all
information hereon is true and correct, and I further certify that any and all work performed shal1 be done in accordance with
the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and
that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety.
I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project.
I further agree to ensure that all required inspections 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 remain on the site at all
times during construction.
Z:-~4'
Owner or Contractors Signature
Date
Paee 4 of4
SPRINGFIELD D"~"""> ZON G-:-:;:c"Z,
'I ~ ~ A~,,,,,-j IN1TIALS I.. "I-.......;
: -!~}!I."'Jl:.~'O 0 "'"' ...<i;r: {"~') "j I~
~SZ~~~ '."'~'""L~:I~1 DATE 5-1&.1 -0/
"'>~'~""""''i:}- ~ """J SOURCr {\/c [)<:'~
~~~~~ ~~~~d'~
\
Date ~ )5 0 c(
225 FIFTH STREET. SPRINGFIELD, OR 97477 · PH'(541)726.3753 . FAX. (541)726-3689
ELECTRICAL PERJ\IIIT APPLICATION
CIty Job Number {OIM. ZJ:>o8 - 006'" 7
r~~~fl'~I'tf.;'<hn6r~1~~:~~~~I(~~lf1~1\JF.'~f.~~"fi1I. \A{i'[ll:~tl;;"...T~ :~"i"~'(I'~ (~~1~
1. ~,~IE0~IJ w;~r4'1?@..':f,l;r ~ ,':. :J;ION ;:1" :;' :'~ ':1' "I i
!..~ ~ ;~ 1.1h~ I'~':~ ll<j.,,;!r~ '1~~ii:FJ'tt1..'l0.rJt",,~I':;-J~tMJ'1'~' l:i.J!.T~~~ ,"i... ~..!'''.I~ ,_.. _ {~.... 1-1 t l , ,~
-::; 77l( ?'^~\ c...e'
LEGAL DESCRIPTION
/BoZ.C 337..
0'/00
JOB DESCRIPTION:
t-I-o LA) t! ...,.. 1/..10" :I T CWl. P
, I
Permits are non-transferable and expIre If work IS
not started WIthin 180 days of issuance or if work is
Suspended fOT- 180.days_ _ _ - h n - - --
Electncal Contractor T;,f)Jbfvh r-/ec
Address ;;Loo-ic; ~ (1
City
,g~(
Phone 2!i1 -gr-;-1.2Y'J
Explfation Date
Lf (J:7 t.( 5
{2fh)7
/7 '2 ~ciG.
/An) '1
Supervisor LIcense Number
Constr. Contr Number
EXplfatlon Date
SIgnal 'fe of Supervjsrng plectnclall
~' " \
Owners N~e j U-a1 L RlC l...rJs
Address :;l(Ja-71 ~ c +
u
City I!>~ Phone y4( 'Pig ~n
OWNER INSTALLATION
The installation is berng made onproperty i'awn-whlch -
IS not intended for sale, lease or rent
Owners SIgnature'
InspectIOn Request: 726-3769
f,1. - ~1,11 "'" ,1'1,.1..."11''1 1.~'l:":t.. ~,:<:::~~ r: I~~~~ ~~1'X~('1.,',}!""'-~1"\',l\~~):'''..'l~',','\,..fi\..T'..;/~' -"l\,'l'i"'l ~'.. "I ~~
3. I, COMPnETEFEE"SCEEDlJ1JE'B:E1.,OW"""" ,.,'" i'" }~'" - " ".'
l"~'..~_ _ ..~~ " ''''~J\.'!'U'h_I' ~JI.LI....J"I...'~~_~"'<!"'~ll1'..i"~';L~~o.!~1.\t ~\.I'k'\L'~\:Jlfl,~}t'l~}::I..l' '__"'h"{" ~
p ~~?i<.[I-~ ,..'" J I -l~~~.t'! ;t,....T.:t:'"l-:II'"'l't~A(":II""',.,"'~~..~~l"\'r.rI'i\l:'= --p'~...., 1""'i:'- '1'..rf".....,.,."... "~I!; Hi .;....~.. ,I' -,,- ...
, I t I < "l,,~ t~ ~\_!'et\'A.J.,Ir;l\ ~J {l.(,,!'h~!I' J].'l~"'"I-,~~I'ii i'!'ij I r";'l .1t ~~ r~1::t,':-~ "".' '. 'F )l' hl( Ii} ~t u ,1:'1'.. fd \1 '-1Yj - 11 <~,'~
A I "lI.T'ew.':R'" "d""n"~"'ll:l"~-S'{."l",'6e~'M'""It1"'G'~"')'1 "n !i;"d "" "; ",,' '.""<'1' ,'~'
. ~l~;~dL.]~~lur~~I~tiu,A~~€T'.}]~~,~;~n~'~L~~jl t~t:~'~J.,S"XI~~~,1J L..~~~n~('~~~f~:/j' ',:
Service Included
1000 sq ft or less
Each addItional 500 sq ft or
pomon thereof
I $11700 1/7tHJ
I $ 21 00 z I be
Each Manufact'd Home or
Modular Dwellrng ServIce or
Feeder _
$55 00
- i\l~t*1f~!'ll(tt i~~lt~~;1.li~lJ ~J~,
B. ~;,S'~rvices,U)f~'
d~~lt.f. J~,~lll;/-l::~t;:j~\:'..h~~l~\l I
!t"':lV......'.....1\bl~~'lhi1lM"'....'....... "'ij'4:'''f'1f.''I-"'.....'
f~t~'illll\~"'l~t 'L~h:l '1'\1; \,.'l'C~~~.thl fr;!y,'ltl 1\ ~1~d<1,
't(ollsfbrlReloca tion':;tJ,l~
t'~~llbC~I~C] G~~i~ j~! ~lll.r:...I":',~~IIU.\1 ~ 15
200 Amps or less
201 Amps to 400 Amps
401 Amps to 600 Amps
601 Amps to 1000 Amps
-Over 1000A.mpsNolts
Reconnect Only
$ 70 00
$ 83 00
$13 8.00
$180.00
'--$~ 13"00--- --
$ 55 00
~~1,1~ )t1'i 1JI 1 'II )'7 .
ij~J (;f TI'6tJ~J'i' ,
l'i~l!~t't.: I~'~ j/tZl ,
Installation, Alteration or Relocation
200 ~l'f. erE~ss $ 55 00
201 ~~sfYE~~~~ALL EXP1RF IF THE$JVQ)M(
401 ,~~ffi:fl2~rYlmDER THIS PERfvllf 119l~~W
R~I~BAN'ge~efOR
51)60
9~;~1~
D. :'i::B'~"
'I'~ '",
. l"..l_ .
'~:ll"V,V~I': '1IJ,ljllTj~l',',", I'
\l:~ "\t~,,~I}~;\~1:1;: ~lj' ,', I ~
~1'i..L\4.L~IJ";_,~ !lL 1/ J, II
New Alteration or ExtenSIOn Per Panel
One CIfCUlt
Each Additional CIfCllit or wIth
Service or Feeder PerIDlt
$ 48.00
$ 400
II, II" 'l,t!.~ I ,:'Ir' \1" 1,1 I v '"
:ti{\~f,t:~i':" ,J8li'~~"" II \
,f@1:~~~I~'~~~~~
Notification en161.
P~er/lU1~MW1.00i(] l I U -$'5500
SlgICOOOlm'io1h~mi~btain U.iiJ1l " -::' , . $ 55 00
L ~~~fo~9ter, (NO~l tiC ~"'"
~~~ or11)~~J!tgS!!1. ~jl;~t;' t\'('i~,ll:&'~O
Lmllte Ener~hRw46e~(;$lDO-332-23~4). $ 50 0'0-
MiDlmum Electric Permit Inspection Fee IS $50.00 + Surcharges
4. 1",1
- 12% State Surcharge
10% Administrative Fee
5% Technology Fee
TOTAL ::zft: R
Shared Dnve(T )/BUlldmg FormsfEleclncal Permit ApplIcation 1.08 doc
Job. No. UJrH~ -6O~?
SYSTEM DEVELOPMENT CHARGE WORKSHEET FOR 2008
,
NAME" flArlVl) W7~#.4~HONE: 22liJ -(;,9.rr
ADDRESS:~MufAc/~~ cITY.M)moA/J STATE:M.ZIP:~7)'
/t.
LOCATION OF PROPOSED BUILDING SITE:
Street Address: ,lJ77+ /lr/J //C!E- PL ~
,
Plat Name.~~ .~ Tax Lot Number: 1~/')zOs 52- L;>9/C/[)
1. DEVELOPMENT TYPE (Check appropriate dwelllng(s) Dwelling type definitions are on the
back )
A. Sinale-Familv Detached
NO. OF UNITS
)
X $2,513 per Unit =
$ 2S/'J
B. Sinale-Familv Attached
NO. OF UNITS
X $2,726 per Unit =
$
C. Multi-Famllv Aoartment
NO. OF UNITS
X $2,323 per unit =
$
D. Sinale Room Occuoancv
NO. OF UNITS
X $1,162 per unit =
$
E. Accessorv Dwellina 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. TOTAL WILLAMALANE NET SDC ASSESSED
. (if SDC reduced for Credit) -j
\,t "'- J\ ~~109LJ
Development ServICes [jepaJ;tme~t
City of Springfield \ \
$ 2S/?
(~ ~S ,JiYB
Date
5
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
JOURNAL OR JOB NUMBER COM2008-00647
NAME OR COMPANY Hayden Homes
LOCATION 5774 PumIce
TAX LOT NUMBER 18-02-03-32-00-08200
DEVELOPMENT TYPE Smgle FamIly ResIdence
NEW DWELLING UNITS 1 BUILDING SIZE (SF: 1947 LOT SIZE (SF)
4590
r:fJ
D-l
Cl
o
u
~
D-l
r-<
r:fJ
.......
o
gz
1 STORM DRAINAGE
DIRECT RUNOFF TO CITY STORM SYSTEM
IMPERVIOUS SF x COST PER S F CHARGE
194700 $0346 = I $67370
RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS
I IMPERVIOUS S F I x I COST PER S F I x DISCOUNT RATE I DISCOUNT
I 0 00 I I $0 346 I 50% = I $0 00
.,
ITEM 1 TOTAL - STORM DRAINAGE SDC
2 SANITARY SEWER - CITY
A REIMBURSEMENT COST
I NUMBER OF DFU's I x
1 23 I
$673.70
$673.70
1070
COST PER DFU
$26 83
$617.17
1091
B IMPROVEMENT COST
I NUMBER OF DFU's I x
, 23 I
COST PER DFU
$20 40
$469.29
1092
ITEM 2 TOTAL - CITY SANlT ARY SEWER SDC
= I
$1,086.46
3 TRANSPORTATION
A REIMBURSEMENT COST
I ADT TRIP RATE x I NUMBER OF UNITS x COST PER TRIP x NEW TRIP F ACTORI
I 957 I 1 2043 100 I = , $195.48 1093
B IMPROVEMENT COST
I ADTTRIP RATE x I NUMBER OF UNITS x I COST PER TRIP x INEW TRJP FACTOR
I 957 , 1 I $90 10 I 100 = , $862.25 11094
ITEM 3 TOTAL - TRANSPORT A nON SDC = , $1,057.73 I
4 SANITARY SEWER - MWMC ,I
A REIMBURSEMENT COST
NUMBER OF FEU's I x COST PER FEU
1 $9535 = $95.35 1054
B IMPROVEMENT COST
INUMBER OF FEU's x ICOST PER FEU "lOSS
I 1 I $990 39 = $990.39
MWMC CREDIT IF APPLICABLE (SEE REVERSE) $0.00 1054
MWMC ADMINISTRATIVE FEE $10.00 1056
ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = I $1,095.74
SUBTOTAL (ADD ITEMS 1,2,3, & 4) = I $3,913.63
5 ADMINISTRATIVE FEE
SUBTOTAL x I ADM FEE RATE CHARGE
$3,913 63 I 5% $195 68
TOTAL SANITARY ADMINISTRATION FEE 122 23 1079
TOTAL TRANSPORTATION ADMINISTRATION FEE $73 45 1078
Billy Curtiss 5/8/2008 TOTAL SDC CHARGES =1 $4,109.31
PREPARED BY DATE
DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE
NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTIJRE UNITS
(NOTE FOR REMODELS, CALCULATE ONLY TIIE NET ADDITIONAL FIXTURES)
NO OF FIXTURES DRAINAGE
UNIT FIXTURE
FIXTURE TYPE NEW OLD EQUIVALENT UNITS
IBA THTUB 2 0 3 = 6
I DRINKING FOUNTAIN 0 0 1 = 0
IFLOORDRAlN 0 0 3 = 0
I INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 3 = 0
IINTERCEPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0
ILAUNDRY TUB 0 0 2 = 0
ICLOTI-lESWASHER/MOP SINK 1 0 3 = 3
CLOTHESW ASHER - 3 OR MORE (EA) 0 0 6 = 0
MOBILE HOME PARK TRAP (l PER TRAILER) 0 0 12 = 0
RECEPTOR FOR REFRJG / WATER STATION / ETC 0 0 1 = 0
RECEPTOR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3
SHOWER, SINGLE STALL 0 0 2 = 0
I SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0
I SINK COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3
I SINK COMMERCIAL BAR 0 0 2 = 0
I SINK WASH BASIN/DOUBLE LA V A TORY 0 0 2 = 0
ISINK SINGLE LAVATORY/RESIDENTIAL BAR 2 0 1 = 2
IURINAL, STALL/WALL 0 0 5 = 0
TOILET, PUBLIC INSTALLATION 0 0 6 = 0
TOILET, PRIVATE INSTALLATION 2 0 3 = 6
MISCELLANEOUS DFU TYPE NUMBER OF EDU'S
20 = 0
TOTAL DRAINAGE FIXTURE UNITS 23
*EDV (qUlvalent Dwelhng VOlt) IS a dIscharge eqUivalent to a smgle famIly dwelhng umt ~20 ~fU's) set at 167 gallons per day
MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE
YEAR CREDIT RATE/$I,OOO
ANNEXED ASSESSED VALUE IS LAND ELGIBLE FOR ANNEXATION CREDIT? 2
BEFORE J 979 $529 (Enter I 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
1982 $498
$480 CREDIT FOR LAND (IF APPLICABLE) AI
1983
1984 $463 VALUE /1000 CREDIT RATE
1985 $440 $000 x $529 = I $000 I
1986 $4 07
1987 $367 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION)
1988 $322 VALUE/IOOO 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
Springfielil, Oregon 97477
541-726-3759 Phone
City of Springfield Official Receipt
Development Services Department
Public Works Department
Job/Journal Number
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
COM2008-00647
Payments:
Type of Payment
CredltCard
cRecemtl
RECEIPT #:
1200800000000000496
Date: 05/15/2008
Description
Plan RevIew Same As
Plan Review Major - Planning
Curbcut PermIt
SIdewalk PermIt
Curbcut - 2nd Curbcut
Storm Drainage ImpervIous Area
SanItary Sewer - Reimbursement
SanItary Sewer - Improvement
SDC Transpo Reimbursement
SDC Transpo Improvement
SDC MWMC ReImbursement
SDC MWMC Improvement
SDC MWMC AdminIstratIOn
SDC SanItary/Storm Admin
SDC Transportation Admin
Plan Review ReSIdential
BuIlding PermIt
Addressing Assignment
WIIlamalane Single FamIly
FIre SF Fee - ReSIdentIal
2 Baths One or Two FamIly
Storm Sewer Each AddtI 100'
Furnace - up to 100,000 btu
Vent Fan
Appliance Vent
Exhaust Hoods
Dryer Vent
Gas Outlets 1-4
~Mech Iss 2+ ApplIances-
ReSIdence WIrIng Ea Addtl 500
Temp Power 200 amps or less
+ 5% Technology Fee
+ 12% State Surcharge
+ 10% AdministratIve Fee
PaId By
HAYDEN HOMES
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
IIh 0 I 1685 In Person
Payment Total:
Page I of I
8:29:46AM
Amount Due
220 00
205 00
8500
8500
(30 00)
673 70
61717
469 29
195 48
862 25
9535
990 39
10 00
12223
7345
451 39
694 44
3500
2,51300
71 55
280 00
1600
1400
21 00
700
10.00
700
500
4000
2100
5500
7377
13565
120 20
$9,245.31
Amount Paid
$9,245 3 I
$9,245.31
5/15/2008
$AIVIE; AS.
5?~2 cBSI[j(AfJ -c ~<j - '-('iI"!'
225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH:(541)726.3753 . FA?': (541)726-3689
City Job Number
W 1 & 2 Family Dwelling or Accessory
o Multi-Family
o Commercial/Industrial
Job Address "5774 FfJ",,;C~.
Lot .:;2"'.0 . Block
Project Name
Description ofWorkJlocation on;prernises/special conditions
COM. z..oo8 -00 Gl-/7
[RJ
o
o
Date
/IIJ...'f ~ - ~~
o Demolition
o Other
New Construction
Addition! Alteration/Replacement
Tenant Improvement
Subdivision
Bldg No.
Tax Map/Tax Lot
Suite No,
/8o'Z o33Z.
o "e>.:>
o Properly Owner
Name I-Ia,,;-Q p""; j-l,<y\P<:':
Mailing Addr/ss )Yffn4SC0 !'..,!",.",'pr PI
City~C'JM().nf'l State oR Zip cr77SCo
Phone J!.il-~Q -C.,<"~ Fax 7Lf 1- .2S 7.,:)
Owner Representative
Phone
S,,,,,/Je- ~~.Ir
1 & 2 Family l(welling
SQFt
jD:J (
1;00
X $JSQ Ft
Value
New Dwelling Area
Garage/Carport Area
Other Structure Area
Total Valne
/,''I.n-
Fax
,.
Commel'cial/Industrial/Multi-Family
SQ Ft X $JSQ Ft
~ Value
o . Applfcai!t
Name I-I'LV') ,,'" Ik'WlF.<:"
Mailing Address -.S..7)O (l'Vk,n-lci(;,',,. 0..A I
City 50f,,,,,,G:IJ.' State oQ, Zip '17'17<;,.
I <l
Phone ' Fax
Existing Building Area
New Building Area
Total Valne
o Al'chitec.tlpesigner/Engineer
Name t-k"pm /.IcWl4i / I:. j A [:"':J
Address
Existing
New
City
Contact Person
Phone
State
Zip
Occupancy Group(s)
Const. Type(s)
Number ofStorie~
Fax
o Residential Pl'ojects
Heat Source: Primary r:....l~_
Water Heater &<.. Range
Do you require any of the following for this project?
Over.width or Second Driveway 0 Yes 12'! No
Temporary Power' ,~ Yes 0 No
Air Conditioning 0 Yes 0 No
Notice: All contractors & subcontractors are required to. be licensed >>,ith the Cortstruction Contractors Board of the State of Oregon
under provisions of ORS 701 and may be required to be licensed in the jurisdiction'where work is beirig performed.
I For,Office Use Drily....... ..,~," ...',.. .,'.. .'.,..,."...,....__".., ....... _, .,'.'."...,.....
I PLAN CHECK FEE I '7 'Z'l!') I RCPT# I I DA:rE I
...... ,
BUILDING
>,4~ A 5
G13 - lt8 'i
o Contractor(s)
C.ontractor's Name
General ~ic~...rlA"'\ f.-\(1"Y'~<
Plumbing PiUfv'h,'')?\ Ru$.
Mechanical P""C;C.'r ~ir ('",~r,t-
Electrical , '7:.,., M~C:h EI
1 .
o Commercial/Industrial Projects
Has site review application been submitted?
DYes 0 No 0 NJA
Ifso, Name of Planner
Journal Number
CCB#
Expiration Date
Phone #
Secondary
Energy Path
I BY I
I
I
PERMIT
APPLICATION
Shared Drive(T:)I8uilding FonnsIBuilding Peimit Application 3..()8.doc
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BUILDING PERl'VIIT CHECKLIST -=-___~
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I Lot Size
I Zoning
I Plan Designation
I Metro Plan Designation
, I Building Height
Solar Setback Approved
Percentage Lot Coverage
'I Willamette Greenway
I Hillside Development
I UF-IO
I Historic
I FlooQ.Plain Zone
I FloodPlain Panel
I Floodway
I Wetlands
".,'" ' '1 '~ . .~. 1.. --.
'.I...J.:..J~......... j,........__..:'..~ I
. I Tree Felling
Setbacks ( lJ I (, ~4
(house) , .s J t:J Ws ~
I Pave Driveway
Number of Street Trees
Prior Journal Numbers
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Setbacks
(garage)
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Comments
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~ ~~~ J ~&;-z.. -~1~:.,.141c:r
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. I Plan Check Fee Entered
,
---__ j,f02L::~-'--- 62.68_ -'--o__l/-':'~M,:b'''Od''~-,f~~':'~1 ----~/-- ~
.1.72 5.00 "r !,"~oo-~t"",,;,,,,"'d,.: i-" -- "00 _/ '--,/ 5::00;;' .
I ,9,00 811,,' o. 8 -PUE.. ~
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5,603 SQn, ~ ",
I -'I '
I I 231. ~i 2JO~; 229 iik
, /4' PUBLIC I iik I 4500 son, ~. 4590 so. FT. -...... 4590 son. -
PEDESTRIAN '_ :h, -',-
ACCESS ----t .- f--::il" ~., ~
EASEMENT I ~ I 8,',' g'1 ,,/3')(10' PUH* 8
AM> PUf (5 :>:, 4: . , SEE DfTAlL 1 4:
. . I 4: 1 t, ; f: ON PAGE 8
J 1_ __...-;.. _~__Gi:1L_-----------_.-
~ eso- J9> -2i.I6 I... I' 50,00 l~ ~~ 51,00 Qt 51.00 ~
- .....---... 8 t.~,.._lI<o\M..., '~""~74,26
~ N89"26'49"E "
fi
228
4590 son,
:'
.
.
;
.
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!
327.18
- ---'!
--
. ,~PUMICE PLACE..
. _ _ ~___ '" 279,66 '
~ _ .ffi.87 _ _ t _ _50.00_ _ j_ _ ..JP.OO - -Il r- - 50.00 - - f- - _50.00_ 7
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SCALE 1"= 40'
LEGENl
SET ;
"8RAI
SET ~
.
a
TYPICAL ON THIS SlOE
LOT IIUI.ISCR (PAGE)
LOr <lB (P-5)
WT 224 ~P-7)
I/IEOJ~II'..~>>>
LOr 26 I P!'7)
Lor 244 IP-B)
LOT 246 (P-B)
Lor 250 (P-B)
5/8"
~ TO Bl
. . VEND
(NTS) VEND
YPC VENa
PU[ VENO
CSF CJ[NO
!PPN CJ[ND
LCOOR VENO
LCOPR CJ[ND
DfND
(P-X) fASEl
( ) CJ[NO
ALL OISrANCl
TYPICAL ON "THIS ,SlOE
Lor HUlIBER (PAGE)
LOr 219 (P-5)
LOT 225 P-7)
LOr m P-7)
LOr 260 P-7)
LOr 243 P-B)
LOT 245 ,(P-B) .
LOT 249 (P-B)
LOT 255 (P-B)
@
10.00 OFFSfJ\ c...! S'dO,' AlJDI710HAL PUE
OFR/lI'UNf /-
5,00 0FTSfJ
r 5.ooJ 5.00 l/ OF pROP!JI1Y LINE
_~_-1_L~J~-~r----
c... 3.00 "''''
0:) IO~
,..,:a.. ""':Q.
-R/lrl I
NOTES
1. NO 8tJIt
OBSTRUl
PUBUC
2, ALl LO!:
STANOARI
DETAIL 1
-
TYPICAL PUf OII./fNSlONlNG ALONG LOTS Vr71H
NON-CURVfD RIGHT-Of-WAY
NOr TO SCALE
. REFERE
-.
'r..i,..
.
,-
....-
"
,
CITY OF SPRINGFIELD
Development Services Department
. Building Safety Division
'. . Residential Plan Review
JOB ADDRESS ' 5"771 ;t/JIICC- CITY JOB#: ~H~$ - OO~+7
OWNER: '~YDOt) PHONE: 7,?.$ -67':? .5
CONTRACTOR: owftJm... PHONE:
Items listed below (if any) and those marked' in red 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. ,
All references are to the 2005 Oregon 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 agreement that all items will be installed or
corrected, and ~at 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.
4l?~~~Y:
PHONE:;! Zr;~rb2....5
~~~
Review completed on
Single Family and Duplex Construction
Most Commonly Missed Items
l.
" .....'..ar'..D
."".";>>''<:J;II,JI"I~I;U'JflI};I;;'1II,
;.
DEVELOPMENT SERVICES
225 FtF TH STREET
SPRINGFIELD, OR 97477
-"':t;;
..
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 Intem~tional One and Two-Family Dwelling Code. [The number in square brackets is the
code reference, I
Inspection Request Line: 726-3769 Springfield Building Divisions: 726-3753
BUILDING PLANNING '
1. 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 y," 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 of5.7 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 shaIrhave walls and soffits protected on the enclosed side with y," gypsum board or
equivalent. [314.8]
J I, Minimum hallway width 36" finish wall to finish wall. [314.1]
12. 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"- 2-518" 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. Intennediate rails shall be spaced 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 intennediate 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.[311.3] .
19. Provide 5/8" Type 'X' gypsum board, or equivalent one hour assembly, each side of duplex party wall, and extend to roof
sheathing,[320,1] ,
20, All habitable rooms and area shall be provided with a pennanent approved heat source capable of maintaining a temp. of68 degrees
F, at a point 3' above the floor.[303.6]
FOUNDA TIONIGRADING
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 carport 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" thick stem wall
2 floors and a roof: 15" wide., 7" thick, 8" thick stem wall
3 floors and a roof: 18" wide', 8" thick, 10" thH:k 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 underfloor 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 floor system shall be anchored to the foundation with minimum y,n, diameter bolts, embedded at least 7" into
concrete or masonry. spaced at 61..0" on center maximum with at least two bolts 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, I]
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 underfloor areas: 18" x 24" minimum. [409.2] .
32. Provide underfloor ventilation equal to 1 square foot for every 150 feet. One vent is required within 3' of each comer, Vents shall
have corroslon-re.tstant wire mesh!>r equiValent with the least dimension being 1/8". Underlloor ventilation may be reduced to
1/1500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved gro4nd cover is installed.. [409.1J
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 of6" within the fIrst 10'. Exception: Drains or other approved means
shall be provided to ensur:positive drainage. [401.3]
36. Slopes for pennanent cutS or fills shall not be steeper than 2 units horizontal to I unit vertical. Exception: Steeper slopes may be
pennitted 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 building envelope.[C401.8.2]
r
'~ALLS.& ROOFS
38. Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or expos~d edges, including those
It walllnte..eetlona, ahall be aealed aa 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. Provide bracing at all gable end walla oxeoodlng 14 feet In longth. [Soe atandard City of Springfield detalla for approved bracing
methods.]
42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface,[Table602.~(1)and (2)]
43. Shear wall nailing orstapling must remain exposed for inspection approval.[113,1.113.4]
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, [301,1]
46. Enclosed attics and rafter spaces shall be provided with cross ventilation, Net ventilating area shall be not less than 11150 ofthe
attic area. Exception: Net ventilating area may be reduced to 1/300 when at least 50% and not more than 80% of the ventilators 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 insulation,
Provide a I" minimum air space above'insulation and baffle at eave or soffit vents. [806, E40 1.2.1]
47. A readily accessible attic access framed opening not less than 22" x 30" shall be provided to any attic area having a clear height of
over 30", [807,1] ,
48. Roof coverings shall comply with th~ general requirements of Chapter 8 and the specific requirements of each section based upon .'
type of material: a) asphalt shingles [903]; 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 storm drains shall be provided to collect and discharge storm drainage to an approved drainage system.[801.3] One 3" pipe
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 guarded
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. [1307,3,
3310.1] ,
53, Fuel burning warm' air furnaces and water. heaters shall not be installed in a room designed to be used as a storage closet. Furnaces
or water heaters located in a bedroom or bathroom 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 permanent electric outlet located near the
furnace and lighting fixture controlled by,a switch at the passageway opening, [1401.6-1401.7]
56, The maximum amount of water used by, new plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) interior
faucets: 2.5 GPM [3202] .
57. Showers and tub-shower combinations shall be equipped with control valves of the pressure balance, the thermostatic mixing, or the
combination pressure balancelthermostatic 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 be of
sufficient width to accommodate a minimum 22" door,[3210.2] ::
59, Equipment used for heating water shall b~ 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, Storm water drains located within 5' of a building may be Schedule 40 ABS or S,chedule 40 PVC, CPE, installed per installation
standard lA, [3501.1.2] ,:;
62, Clothes dryer ducts shall terminate 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 mus! be at least 45 degrees from bottom outside edge
of footing to the bottom inside edge oftrench.[3113.3, illustration pg.294] ,
ELECTRICAL
64, RESIDENTIAL ELECTRlCAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSVANCE. All electrical work shall
comply with current codes and will be field-inspected for compliance, Building:permits may be issued without electrical permits,
Electrical contractor must confirm an electrical permit has been obtained before 'starting work.
65, Provide grounding electrode at electrical ,service, consisting of (or connected to )'a minimum 20' length of Y:,"diameter steel
reinforcement in footings. [4108.1.2] ,'" ;,':
66, GFCl protection required for receptacles.in outdoor locations, garages, unfinished basements, bathrooms, where serving counter-
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 story of
the dwelling, All detectors shall be interconnected and shall provide an alarm au'dible in all sleeping areas. Smoke detectors shall
be located minimum 3' upstream of air ducts, [316.1] ,:;
68, All smoke detectors shall receive their primary source of power from the permanent built-in wiring, with battery back-up in case
power is interrupted, Exception for remodels: hardwiring and interconnection is required only if other remodeling considerations
require removal of the appropriate wall and ceiling coverings to facilitate wiring. [316,1.1, 316.2]
69. Required smoke alarms shall not be located within kitchens or garages, or in other spaces where temperatures can fall below 40
degrees F. Ionization smoke alarms shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; or
supply registers of a forced air heating or cooling system, Smoke alarms within 20' of a cooking appliance shall be a photoelectric-
type smoke alarm or the alarm shall have an approved silencing means.[316.I] ,
70. Recessed light fixtures installed in cavities intended to be insulated shall be labeled as suitable for being installed in direct contact
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, Vse metal boxes no larger
than 16 sq. inches placed in separate stud spaces for the 2 dwelling units.[320.2] ',:
ENERGY CONSERVATION
72, Provide approved vapor barrier installed on the warm side (in winter) of insulation at all unventilated exterior walls, floors, and
ceilings enclosing conditioned space. [C40L9.1]
73, PATH 1 insulation requirements: (Section C401 for alternative insulation paths.)': '
Exterior Walls: R-21, Basement Walls: R-15, Vnderfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilings: R-
30 (max, 50% of floor area), Main Entry Door (max, 24sl): V=0.54, Other Exterior Doors: U=O,20, Windows: V=0.40, Skylights
(max. 2% of floor area): V=O,50, Forced Air Ducts: R-8, [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 Ceilings: R-
2 L Exterior Doors: U=:.o,54, Windows & Skvlights: U=O,65, Forced Air Ducts: R-8. rCI 01.2,3. Table C40l,I b Footnote Cl
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LllI29JJ6^,,,,,nRo'd l,u"DER: Hayden Homes
Eu&ene, OR 97402 IJOB ADDRESS:
T ^' (541)688-8671 **NEED ADDRESS**
theTRUSSco. inc IMODEC: Willow 2 Ri!!ht Garaee
. ~ REVISION# . DATE
WWW.THETRUSSCQ,COM I.........NTS l""'~ R/9/06 jW"c bf IlC''''' 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&e manufacrured as approved.
Job
lrusslype
Hayden(Willow~)-bf
Uly
t"y
Iruss
; WILLOW 2
A 1TGE
GABLE
. _ " Job Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, Inc. Frj Feb 02 16:05:182007 Page 1
Structural wood sheathing directly applied or 6.0-0 DC
purl ins, except
2.0.0 oc purlins (10.0-0 max.): H-K.
Rigid ceiling directly applied or 6-0-0 oc bracing.
.
I The Truss Co.. Eugene, OR 97402
~"O.~' '
1-0-0
0-5.8
11,10,15
16-1-1
4-2-2
15-6,9
0-5-8
11-5-7
11.5.7
6.6=
6.6=
,.,.
o
,
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,
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-11-5-7-~
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14-0-0 --,--".'.16-6-9 --,-----...- ......--- ~- __":'______n._._ 28-0-0-
2-6-9 2.6-9 11-5+7
Plate Ottsets (X, Yl: IH:O-4-U,U-'-l:iI: IK:O-4-0,O- 1 -01
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 IRC2003ffPI2002
Csl
TC 0.36
BC 0.20
WB 0.12
(Matrix)
DEFL
Yert(LL)
Yert(TL)
Horz(TL)
in (Ioc)
0,02 R
0.03 R
0.01 Q
IIdell
ntr
ntr
nta
Ud
180
80
nta
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
28-0-0
11-5-7
29.0-0
1-0-0
Sc,I':1I4'.,
,
R Ii
o
3x5~
PLATES GRIP
MT20 185/148
Weight: 108 Ib
REACTIONS (Ib/size) B.246/28,O.0, Z=-2128,O-0, Q=246/28.0,O, AG.494/28,O-0, AF=-129/28.0.0, AE=159/28-0.0, AD.97/28.0.0, AC.78/28-0.0,
AB~117/28-0.0, AA=125/28.0.0, Y. I 25/28.0.0, X=117/28.0.0, W=78128.0.0, Y=97/28.0.0, U=159/28.0-0, T =.129/28.0.0,
8=494/28.0.0
Max UpliftB=-128(load case 3), Z=.2(load case 1), Q=-t28(load case 3), AG=-208(load case 3), AF.-129(load case 4), AE=.64(load case 3),
AD=.48(load case 3), AC=-12(toad case 3), AA=.34(load case 3), Y=-34(load case 3), W='12(load case 3), Y=.48(load case 3),
U=-64(load case 3), T c-129(load case 5), S=-206(load case 3) .
Max GravB=246(load case 4), Z=45(load case 3), Q=246(load case 5), AG=494(load case I), AF=48(load case 3), AE=159(load case 4), '
AD=97(load case 1), AC=78(load case 4), AB=117(load case 1), AA=126(load case 5), Y=126(load case 4), X=I17(load case I),
W=78(load case 5), Y.97(load case I), U=159(load case 5), T =48(load case 3), s=494(load case I)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/22, B-C=-85/81, C-O=-88/107, D.E=-12I96, E.F=-31/135, F.G=-29/167, G-H=-15/181, H-I=0/180,
I-J.0/180, J.K.0/180, K.L=- t5/181, L.M=-29/167, M.N=.311135, N,O=,12I96, O-P=.881107, P.Q=-85/8t,
Q.R=0/22
BOT CHORD B-AG=.16/99, AF.AG=.23/98, AE-AF=0/99, AD.AE=-4/99, AC.AD=-3/99, AB-AC=.3/99, AA.AB..16/93,
Z,AA=-16I92, Y-Z=.16192, X. Y.. I 6/93, W,X=-3/99, Y.W=.3/99, U.Y=.4/99, T-U=0/99, 5- T =,23/98,
Q.s=-16/99
WEBS C-AG.,365/225, D.AF=-38172, E.AE=.120/76, F.AD=.84/59, G-AC=.58/23, H-AB=-95/0, FAA=-11 0/45.
J- Y=-ll 0/45, K-X=-95/0, L-W=-58/23, M.Y=,84/59, N.U=-120176, O. T=.38172, P,S=-365/225
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: AsCE 7,02; 100mph; 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=1.33.
3) Truss designed fo(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) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection. .
8) Gable requires continuous bottom chord bearing.
9) Gable studs soacedat 1-4-0 oc,
Contlnuea on oaoe ~ .
"Job
Truss
1:1 russ Type
GABLE
Uty
~:y
Hayden(Willow2)-bT
.
WILLOW 2
A nGE
The Truss Co., Eugene, OR 97402
Job Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, Inc: Fri Feb 02 16:05:18 2007 Page 2
NOTES ,
10) Provide mechanical connection (by others) 01 truss to bearing plate capable of withstanding 128 Ib uplift at joint 8, 2lb uplift at joint Z, 128 Ib uplift at join!
0, 2061b uplift atjointAG, 1291b uplift at joint AF, 641b uplift at joint AE, 481b uplift at joint AD, 12 Ib uplift at joint AC, 34 Ib uplift at joint AA, 34 Ib uplift
at joint Y, 12 Ib uplift at joint W, 48 Ib uplift at joint V, 64 Ib uplift at joint U, 129 Ib uplift at joint T and 206 Ib uplift at joint S.
11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) Z, AG, AF, AE, AD, AC, AB, AA, V, X, W, V, U, T, S.
12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSI{fPI
1, '
13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/2-10d nails. .
14) 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 eASE(S) Standard
Job
Truss
Truss Type
Uty
Ply
Hayden(WiJlow2)-bl
WILLOW 2
A2
SCISSOR
4 1
_ _ _ Job Reference (optional)
6.3005 Apr 19'2006 MiTeklndustries, Inc. Fri Feb 02 16:05:182007 Page 1
"
J The Truss Co., Eugene, OR 97402
,-'-0-0. 8-'.10
'-0-0 8,'.10
14.0-0
5-10-6
19.'0-6
5-10-6
28-0-0
8-1-10
~9.0.~
1.0-0
Scalo:1W.l
4x611
o
uo[i2
3.4*,
3d,,="
,
.,
.,
'"
;
,
..=
~
,
,
,
Z:<411'
"
:h411
3.00['i2
3'10~
:blOC:::
19-10-6 28-0-0
5-10-6 8-1-10
DEFL in (Ioc) Ildell Ud PLATES GRIP
Vert(LL) ,0,37 I >891 360 MT20 1851148
Vert(TL) .0,65 I.J >505 240
Horz(TL) 0.50 F nla nla
8-1-10
8-1-10
14-0-0
5.10-6
Plate Olfsets IX,Y\: IB:0-0.13,O.O'51.IF:0.0'13,O'O.5]
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
Rep Stress Incr YES
Code IRC2003rrPI2002
CSI
TC 0,86
BC 0,96
WB 0.69
(Matrix)
Weight: 951b
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'
WI 2 X 4 HF Stud
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 1-7-8 OC
purlins.
Rigid ceiling directly applied or 2-2-0 DC bracing.
REACTIONS (Iblsize) B=118310.5.8, F=118310-5.8
Max UpliltB=-402(load case 3), F='402(load case 3)
FORCES (Ib)
TOP CHORD
BOT CHORD
WEBS
- Maximum Compression/Maximum Tension
A-B~0126, B.C~.3483/927, C.D=,24531636, D.E~-24531636, E.F=-34831927, F.G=0/26
B.J=- 722/3092, I.J~- 719/3081, H,I=. 71913081, F-H=.722/3092
C-J=O/260,C-I=-934/408, 0,1=.396/1769, E.I=.934/408, E.H=O/260
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7,02; 1 OOmph; h=25ft; TCDL=4.8psl; BCDL=4.2psl; Category II; Exp B; enclosed; C.C Exlerior(2);
cantilever reft and right exposed; end,verticalleft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other Jive loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for Quality assurance
inspection.
S) Bearing al joint(s) B, F considers parallel to grain value using ANSIfTPll angle 10 grain formula. Building designer
should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402'Ib uplift at joint Band
402 Ib uplift at joint F. .
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2
and referenced standard ANSlfTPll.
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.
I'
LOAD CASE(S) Standard
Job
WILLOW 2
Truss
Truss,Type
A3
SCISSORS
Oly
4
Ply
Hayden(WiI1ow2)-bl
The Truss Co., Eugene, OR 97402
,JQ..b Reference (optional)
6.300 s Apr ~9 2006 MiTek Industries,. Inc. Frj Feb 02,16:05:19 2007 Pag~ 1
;-1-0-Q,
1-0-0
8-1-10
8.'.10
14-0-0
5-10-6
1s.-10-6
5.10.6
28.()'{)
8-1-10
Scol._l,4S.!
b611
,
5.00[12
3>.4'=:"
c
w,
.0;:,
"
6>8:::
,
,
":h4!1
,
b411
_ 8-1-10
8-1-10
14-0-0
5.10.6
rt
:bl0::::
19-10:6 28-0-0
5-10-5 8-1.10
DEFL in (Ioc) ildell Ud PLATES GRIP
Vert(LL) .0,37 H >887 360 MT20 185/148
Vert(TL) .0,66 H-I >503 240
Horz(TL) 0,50 F n/a nfa
3.00[12
3>"10":'
Plate Otlsets tX,Yl: IB:0.0.12,O.0-51.IF:0.0-12,O-0.51
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
CSt
TC 0.89
BC 1.00
WB 0.70
, (Matrix)
Weight: 931b
LUMBER
TOP CHORD 2 X4 HF 1650F 1.5E
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 (Ib/size) F,1100/0-5.8, B,1185/0,5-8
Max Horz B,27(load case 3)
Max UplihF,.330(ioad case 3), B,.404(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension _
TOP CHORD A.B,O/26, B.C..3488/961, C,D,-2459/671, D.E,-2459/672, E,F,.3504/977
BOT CHORD B.I,.78213096, H.I,-778/3085, G-H,. 794/3101, F.G,.799/3113
WEBS C,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; 1 OOmph; h,25ft; TCDL,4.8psf; 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",1.33.
3) This truss has been designed for a 10.0 psi 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 ANSlfTPI1 angle to grain formula. Building designer
should verify capacity of bearing surface. "
6) Provide mechanical cOr'!nection (by others) of truss to bearing plate capable of withstanding 330 Ib uplift at joint F and
404 ib uplih at joint B,
7) This truss is designed in accor,dance with the Z0031nternational Residential Code sections R50Z:11.1 and R802.10.2
and referenced" standard ANSlfTPI1.
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 veri!y that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ory
Ply.
Hayden(Willow2)-bf
WillOW 2
MF
COMMON
5 1
_ . Job Reference (optional)
6.300 s Apr 192006 MiTek Industries, Inc. Fri Feb 0216:05:192007 Page 1
The Truss Co.. Eugene. OR 97402.
r'-O-O:
'-0-0
6-4"13
&4.13
14-0-0
,7-7-3
21.7-3
7-7-3
28-0-0
6-4-13
ScaI..1:46.:
4.8=
,
6.00fil
2x4~
2>41-
,
c
'''='\ Il
'@
G hli=
3>4=
18-3-B 28-0.0
8-7-0 9-8.8
DEFl in (Ioc) IIdell Ud PLATES GRIP
Vertlll) .0,22 , B,I , >999 360 MT20 185/148
VertlTl) ,0.46 F.G >718 240
Horz(TL) 0,09 F nla nJa
,
~~.
'"
3.4::
"
3,$=
4x11:::
9-8-8
9.8-8
I Plate Offsets IX.VI: IB:0.0.12,O.0.21. IF:0.0.12,O.0.21
LOADING Ipsl)
TCLL 25.0
TCDL 8,0
BCLL 0,0
BC'oL 7,0
SPACING 2-0.0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Iner NO
Code IRC2003fTP12002
CSI
TC 0.69
BC 0,69
WB 0.83
IMatrix)
Weight: 1081b
LUMBER
TOP CHORD 2 X4 HF NO,2
BOT CHORD 2 X 4 HF NO,2
WEBS 2 X 4 HF/SPF Stud/Sm
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 3-4-15 ac
purlins.
Rigid ceiling directly applied or 7-8-13 ac bracing.
REACTIONS
,
(Ib/size) F=117210.5,8, B=1257/0,5,8
Max HorzB=31(load case 3)
Max UplittF=.351 (load case 3), B=.425(load case 3)
FORCES (Jb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/29, B.C=.2119/666, C.D=.1808/606, D-E=.1814/612, E.F=.2128/674
BOT CHORD B-I=.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..1521609, D.K=-162/619; G.K=.136/528, E.G..465/277, J-K=.58/17
NOTES
1) Unbalanced roof live loads have been considered tor this design. .
2) Wind: ASCE 7,02; 100mph; h=25ft; TCDL=4.8psl; BCDL=4,2psl; 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 tor a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
14) 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) d truss to bearing plate capable of withstanding 351 Ib 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 R502.11.1 and R802.10.2
, 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 tits with the intended use of this component.
8) In the LOAD CASE(S) section, loads applied to the lace 01 the truss are noted as Iront IF) or back IB),
LOAD CASElS) Standard
1) Regular: Lumber Increase",,1.15, Plate Increase",,1.15
Uniform Loads (pll)
, Vert: A'D='66, D-F='66, B.F=.14, J.K.-20(F)
Job
Truss
Truss Type .
Oty
Ply
Hayden(Willow2)-bf
WILLOW 2
A5
COMMON
4
The Truss Co., Eugene, OR 97402
Job Reference (optional)
6.300 s Apr 192006 MiTek Industries, Inc. Fri Feb 0216:05:202007 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
6-4-13
Sc.Ie_l:oI4.'
..8'"
'"
Ij
" 4x5~
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 B.I >999 360 MT20 185/148
Vert(TL) .0.45 F.G >728 240
Horz(TL) 0,08 F n/a nJa
"
3>01= w=
9-8-9
9-8-9
Plate Offsets IX,YI: IB:0.3.14.0.1-121.tF:0.3,14,O-1-121
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 tRC2003fTP12002
CSt
TC 0,80
BC 0,60
WB 0,32
(Matrix)
Weight: 100 Ib
LUMBER
TOP CHORD 2 X 4 HF No,2
BOT CHORD 2 X 4 HF No,2
WEBS 2 X 4HF/SPF Stud/STD ,
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 3-6-3 ac
purl ins.
Rigid ceiling directly applied or 8.0-8 ac bracing.
REACTIONS (Ib/size) F=,1100/0-5.8, B=1185/0.5-8
Max Harz 8=31 (load case 3)
Max UplittF=.330(load case 3), B=,404(load case 3)
FORCES (Ib). Maximum Compression/Maximum Tension
TOP CHORD A-B=0/28, B.C=-1964/621, C-D=-1651/561, D-E=-1657/567, E.F=-1972/630
BOT CHORD B.I=.47511689, H.I=-209/1120, G-H='209/1120. F.G=-485/1699
WEBS C.I=.4621272, D.I=.1281526, D-G=-138/535, E.G=.4681278
NOTES
1) Unbalanced roof live loads have been considered for this design. ..'
2) Wind: ASCE 7.02; 100mph; h=25tt; TCDL=4.8psf; BCDL=4,2psf; Category 11; Exp B; enclosed; C.C Exterior(2);
cantilever left and right exposed; end vertical Jeft and right exposed; Lumber DOL:::l.33 plate grip DOL=l .33,
3) This truss has been designed for a 10.0 pst 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 at withstanding 330 Ib uplift at joint F and
4041b "plitt at joint B,
6) This truss is designed in accordance with the 2003 International Residential C.ode sections RS02.11.1 and R802.1 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 param'eter fits with the intended use of this component.
LOAD CASE(S) Slandard
Job
Truss.
Truss Type
WILLOW 2
A6TGE
GABLE,
I The Truss Co., Eugene, OR 974q2
,-1-0-0. 11-10-15
1-0-0 11-10-15
,
/1
G ;?;'~t'
'~ I,
. G~Y---: II
,;~A: :
3.5'"
6.00[12
",
'.
if
G
3><5=
Plate Offsets (X,V): j,L0.4.0,0.1.61.1.M:0+0,0'1.6L
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
Rep Stress Incr YES
Code IRC2003ITPI2002 '
CSI
TC 0,08
BC 0,05
WB 0.07
(Matrix) ,
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
OTHERS 2 X 4 HF/SPF Stud/STD
Uty
r'~y
Hayden(Willow2)-bt
Job Reference (optional)
6.300 s ApT 19 2006 MiTek Industries, Inc. Fri~eb0216:05:21 2007 Page 1
16-'-'
4-2-2
28-0-0
11-10-15
Sc.ole:1I4'.\
6.8=
6>8=
c\Io..O<J
::> Jl
I'...
; - .
r.'.....
E" ,,0
18-.....:::. .'
~ 0
,1 ,1' ~:
.;
;
fl8
J J j-~ fI 'J:' a '8----...1:]' E Ii
, w 3><5=
'00
28-0-0
28-0-0
DEFL
Yert(LL)
Yert(TL) ,
Horz(TL)
in
.0,00
0,00
0.00
(Ioc)
A
A
U
I/dell
n/r
n/r
n/a
Ud
'180
'80
n/a
PLATES GRIP
MT20 185/148
Weight: 160 Ib
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 DC
.purlins, except
2.0.0 oc purlins (6.0.0 malL): J.M,
BOT CHORD . ~ Rigid ceillng directly applied or 10-0-0 DC bracing.
REACTIONS (Ib/size) U=89/28.0.0, B=172/28.0.0, AP=189/28.0.0, AO=74/28.0.0, AN=114/28,O.0, AM=105/28.0.0,
AL= 107/28'0'0, AK=11 0/2B'0.0, AI=89/28.0.0, AG=62/28.0-0, AF=113/28.0.0, AE=113/28-0.0,
AD=62128.0.0, AB=89/28.0'0, AA=ll0/28_0.0, Z=107/28.0.0, V=105/28.0.0, X=117128.0.0,'
W=61/28.Q.0, Y=217/28,0.0, AH=5212B.0.0, AC=52128.0.0
Max Horz 8=31 (load case 3) .
Max UpliftB=.71 (load case 3), AP='65(load case 3), AO=-41 (load case 3), AN=-47(load case 3),
AM=.46(load case 3), AL=.46(load case 3), AK=.50(load case 3), AI=.28(load case 3),
AF=-44{load case 3), AE=-44{load case 3), AB=:-2B(load case 3), AA=-50(load case.3),
Z=.46(Joad case 3), V=.45(load case 3), X=.50(Joad case 3), W=.27(Joad case 3), Y=.95(Joad
c~e3). . _.
Max GravU=89(load case 1), B=l72(load case 1), AP=189(load case 4), AO=74(load case ,4),
, AN=114(load case 1), AM=105(load case 4), AL=107(load case 4), AK=110(load case 1),
,AI=89(load case 4), AG=63(load case 4), AF=116(1oad case 5), AE.I,16(load case 4),
AD=63(load case 5), AB=89(load case 5), AA=ll0(load case 1), Z=107(load case 5),
V=1 05(load case 5), X=117(load case I), W=61 (load case 5), Y=217(load case 5), AH=52(load
case 4), AC=52(load case 5)' "
FORCES (Ib) - Maximum Compression/Maximum Tension"
TOP CHORD A.B=0/28, B.C=.64/36, C.D=.32/8, D.E=.22/20, E.F=.24/52, F.G=-24/83, G.H=.24/115, H-I=.25/148,
I.J=.17/170, J.K=.9/163, K.L='3/158, L.M="9/163, M.N=.17I170, N'O=.25/1 ~8,IO.P=.24/115,
P.Q=.24/83, 'Q.R=.24/52, R.S=.21120, S.T =.34/6, T.U=.68/40
BOT CHORD B.AP=0/84, AO.AP=0/B4, AN.AO=0/84, AM.AN=0/B4, AL.AM=0/84, AK.AL=0/84, AJ-AK=0/84,
AI.AJ=0/84, AH.AI=0/84, AG.AH=0/84, AF.AG=0/84, AE.AF=0/84, AD.AE=0/8~, AC.AD=0/84,
AB.AC=0/84, AA.AB=0/84, Z.AA=0/84, V.Z=0/84, X,V=0/B4, W.X=0/84. Y.W=O/84, U.Y=0/84
WEBS C.AP=.149/89, D.AO=.65/47, E.AN=.92159, F.AM=.87/57, G.AL=.88/57, H'AK=.91161, I.AI=.71 138,
J.AG=.48/0, K.AF=.96/56, L-AE=.96/56, M.AD=.48/0, N.AB=.71/38, O.AA=-91161, P.Z=.88/57,
Q-V=.87/57, R,X=c93/60, S,W~.60/41, T'Y=c162/102, J.AH=.47/0, M.AC=.47/0 ' .
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.02; 1 OOmph; h=25ft; TCDL=4,8psf; BCDL=4,2pst; Category II; Exp B; enclosea; C'C Exterior(2);
C cantilever left ann right exposed ; end vertical left ana right exposed; Lumber DOL=1.33 plat~ grip DOL=1.33.
ontmued on Daqe 2
Job
Truss
TrussType
Uly
Ply
Hayden{Willow2)-bf
WILLOW 2
A6TGE
GABLE
,1,
The Truss Co" 'Eugene, OR 97402
.Job Reference (oaliona!)
6.3005 Apr 192006 MFfek ~ndus!ries, inc. Fri Feb-02 16:05:21 2007 Page 2
NOTES
3) Truss designed for wind loads in the plane of the truss only. For studs exposed,towind (normal tathe face), see MiTek "Standard Gable ~nd Detail"
4) Provide adequate drainage to,prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .
6) All plates are 2x4 MT2Q unless qtherwlse indicated. '
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance i,nspection.
,8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 1-4-0 oc "
10) Provide mecha.nical conne.ction (by others) of truss to bearing plate capable of withstan'ding71 Ib uplift atjoint B,651b uplift at joint AP, 41 Ib uplift at
joint AO, 471b uplift at joint AN, 46 lb uplift at joint AM, 46 Ib uplift at joint AL, 50 Ib uplift al joint AK,'28Ib uplift at joint AI, 441b upllft at joint AF, 441b
uplift at joint AE, 28.lb uplift at joint AS, 50 Ib uplift at joint AA, 46lb uplift at joint Z, 45.lb upl!ft at joint Y, 50 Ib uplift at joint' X, 27lb uplift at joint Wand 95
"Ib uplift at joint V.
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 ANSlfTPI
1.
12) 'Design assumes 4x2 (flatorientation) purlins al oc spacing indicated, fastened to truss TC w/2.10d nails.
13) This truss is designed for a cr~ep factor of'1.25, which is used to calculate the total load defJection. The building designer shall verify that this parameter
fits with the intended use of this component. .
LOAD eASE(S) Standard
Job
Truss
Truss' Type
UIY
"'Y
~ayden(Wlllow2)"bt
WILLOW 2
B1TGE
FINK
I The Truss Co., EUQene, OR 97402
A9..b Reference (optional). _
6.3005 Apr 192006 MiTek Industries, Inc. Frj Feb 02 16:05:21 2007 Page 1
;-1.0.01
1-0-0
5-3-4
5-3'4
10-0-0
4-8-12
10-10-1,5 13-0-0
0-10-15 2-1-'
15-1-'
14-8-12
1-8-120-4-5
26-0-0
10-10-15
f~,~OJ1:4s.1
1-0-0
4<4==
5x5~
4xl!-::-
"~J~
"
".
'.
o
3.<6=
,
3<4= 3,5=
3<4=
ex8=
3<511
3>5=
6-10-3
6-10-3
Plate Offsels (X,Y): IS:0_2.B,O-I.01
13-1-13
6-3-11
26-0.0
12-10-3
DEFL in '(lac) I/deli Ud PLATES GRIP
Vert(LL) -0.06 , B-Z >999 360 MT20 1B5/14B
Vert(TL) .0,13 B-Z >999 240
Horz(TL) 0,04 0 n/a n/a
LOADING (pst)
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 Iner YES
Code IRC2003rrPI2002
CSI
\. TC 0,26
BC O,3B
WB O,3B
(Matrix)
Weight: 125 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
Structural wood sheathing directly applied or 4-6-1 DC
purlins, except
2-0.0 DC purlins (6'0-0 max,): E,I.
Rigid ceiling directly applied or 10-0-0 oc.bracing.
1 Brace al JI(s): AA, AD, AE
BOT CHORD
JOINTS
REACTIONS (Ib/size) B=905/0,5.8, W=865/6-5.8, V=.125/6.5.B, U=146/6.5.8, T=107/6.5.8, S=50/6-5.8, 0=259/6-5-B
Max UpliftB=.306(load case 3),Wc.210(load case 3), V=.201 (load case 2), U=-44(load case 3), T =.57(load case 3), 0='80(load case 3)
Max GravB=9D5(load case 1), W=865(load case 1), U=146(load case 1), T =108(load case 5), S=51 (load case 2), Q=259(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/29, B.C=.1434/404, C.D=-1257/408, D.E=.317/190, i.J=.304/170, J-K=-314/151, K.L=-3711147,
L.M=-244/4B, M.N=-286/37, N.O=.278/4, O-P=-27710. P.Q=.283/0, Q.R=D/2B, E.F=-271/177,
F.G=-271/177, G.H=.271/177, H.I=.2711177
BOT CHORD B-Z=.260/1205. Y-Z=-97/B50. X'Y=-97/850, W.X=-t33/1061, V-W=0/232, U.V=0/232:T-U=0/232,
S- T =0/232, Q~S=0/232 ,
WEBS D-AC=-784/191, AA.AC=-7B2I1B4, AA.AB=.B03/197. AB.AD=-8521213, AD.AG=.867/220,
AE-AG=-B66/222, AE.AF=.B96/235, W.AF=.8821234, G.AA=.47/2B, H-AB=.120/37, F-AC=-17/3,
C-Z=.276/186, X.AD=-175/68, D.Z=.123/397, D-X=.0/27B, J.AE=-66/29, K.AF=~3/31', L-W=.3121167,
M-V=0/27, N-U=-108/64, O.T=.90/61, P-S=.55/31, I-AG=.1214B - ,
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'Exlerior(2);'
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate 'grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding. .
4) This truss has been designed for a'l 0.0 psf bottom chord live load nonconcurrent with any other live' loads.
5) All plates are 2x4 MT20 unless otherwise indicated. . t
'6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance'
inspection. ' -
7) Provide inechanical connection (by others) of truss to bearing plate capable of wi~hstanding 30~ Ib uplift at joint'S, 210
Ib uplift at joint W, 201 lb'uplift'at joint V, 44 Ib uplift at joint U, 57 lb uplift at joint T and 80 lb uplift at joint a.
8) This truss is. designed in accordance with the 2003 International Residential Code sections R502, 11:1 and R802.1 0.2
and referenced standard ANSlfTPI1.
9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/2-1 Od nails:
10) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection.' The building
. designer shall v~rify thatthis parameJer fits with the intended use of this component. '~.
.bOA~:c
Job
Truss
WIllOW,2
B2
Truss Type.
FINK
Oly
3
Ply
Hayden(Willow2).bl
The ~russ Co., Eugene, OR 97402
Job Reference (oplionan.
6.3005 Apr 192006 MiTek Industries, Inc. frj Feb 02 16:05:222007 Page 1
;-1-0-01
1-0-0
6-0-g
6-0-8
13-0-0
B-11-6
19-11-8
6-11.8
26-0-0
6-0-B
~7-0-0J
'-0-0
SaI..l:.u,'
.x!I=
,
6.oofi2
~cd~
46=
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
Rep Stress Incr YES
Code IRC2003rrPI2002
CSt
TC 0.51
, BC 0,62
WB 0,31
(Malrix)
, '~~Il
4><5=
3>:4=
17+13 26-0-0
8:3-11. 8-10-3
DEFL in (Ioc) I/defl 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 nla nla
~
36= 3.4.=
6-0-0
6-0-0
8-10-3
2-10-3
Plale Ollsets lX,Y): IB:0-1-8,O.0.21,IF:0-l.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 Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 3-11-11 ac
,purlins. .
Rigid ceiling directly applied or 8-11-3 DC bracing.
REACTIONS (Ib/size) B.977/0.5.8, F.l064/0-5-8, K.164/0,5'8
Max UpliItB..371 (load case 3), F.'376(load case 3), K..9(load case 3)
Max GravB.977(load case 1), F.l064(load case I), K.185(load case 2)
FORCES (Jb) - 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.O/29
BOT CHORD, . B,K..386/1367, J-K.-386/1367,I-J.-386/1367, H.I.-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 Jive loads have been considered for this design.
2) Wind: ASCE 7.02; 100mph; h.251t; 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:::l.33.
3) This truss has been designed for a 10.0 pst bottom chord live toad nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when thislruss is chosen for quality assurance
inspection. Ii
5) Provide mechanical connection (by others) of truss to-bearing plate capable of withstanding 3711b 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 R502.11.1 and R802.10.2
and referenced standard ANSlrrPll.
7) This truss is designed for a creep factor at 1.25, which is used to calculate the total load deflection. The building
designer shall verify that this parameter fits with the intended use at this component.
LOAD CASE(S) Standard
Job
Truss
rruss 1 ype '
Uly
Ply
Hayaen(WllIow2)-oi
WILLOW 2
B3GR
DBL. HOWE
f
_ Job Reference (optional)
6.300 s Apr 19,2006 MiTek Industries, Inc. Fri Feb 0216:05:232007 Page 1
I The Truss Co., Eugene, OR ~7402
5-1-5
5-1-5
9-0-10
3-1H
13-0-0
3-11-6
16-11-6
3-11-6 .
20-10-11
3-11-6
26-0-0
5-1-5
Scale_l:4\.',
4'4=
o
6.00f12
t
3,4";'
,
3.4";'
"
~'~~
nn rlh ~ nn III
bJi;lo
J -
1:8:1'
4.8=
,
3x6IITl-1025
, ,
6><8= 4><5 =
14>5=
,
"'''
~
181
4.8=
THD26
THD26
4.8=
5-'-5
5-'-5
,6-0-0.
0-10-11
9-0-10
3-0,-10
13-0-0
3-11-6
16-11-6
3.11.6
20-10-11
3-11-6
26-0-0
5-1-5
PIi,te Offsets (X,Y): IA:0.4-0,O.1-151.IG:0.4.0,O-1.151
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 Iner NO
Code IRC2003ITPI2002
CSt
TC 0,39
BC 0,61
WB 0,33
(Matrix)
DEFL
Vert(LL)
Vert(TL)
HOr2(TL)
In
.0,06
.0,11
0,02
(Ioc)
A-N
,A-N
G
I/defl
>999
>647
n/a
Ud
360
240
n/a
PLATES
MT20
GRIP
185/148
Weight: 1551b
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 8 LSL Truss Grade 'Except"
B2 2 X 8 OF No,2
WEBS 2 X 4 HF/SPF Stud/STD
BRACING
TOP CHORD
BOT CHORD
'Structural wood sheathing directly'applied or 4-8-9 oc
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-9-12 oc bracing: M-N,K-M. .
REACTIONS (Ib/size) A=1800/0.5-8, G=762/0-5.8, M=3205/0.5.8
Max UpliftA=.507(load case 3), G=.225(load case 3), M=,954(load case 3)
Max GravA=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=.125/776, M.N=-125/776, M.O=.1251776, L.O=-125/776, K-L=-1251776, J.K=0/243, I.J=-149/825:
H-I=-296/1147, GcH=-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=.708/186, C-J='82/458,
E.J=.447/192, F.I=-380/172
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.02; 100mph; h=25h; 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 OOL=1.33 plate,'gripOOL=1.33.
3) This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with 'any ottler live loads.
4) This truss requires plate in_spection per the Tooth Count Method when'this truss is chosen for quality assurance
inspection.. . . I
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 Ib uplift at joint A, 225
Ib uplift at joint G and 954 lb uplift at joint M. '
9) This truss is designed in accordance with the 2003 International Residential Code sections R~02.11.1 and R802.1 0.2
and referenced standard ANSIITPI1.
7) Use USP THD26 (With 16d nails into Girder_ & NA9D nails into Truss) or equivalent spaced at ~-O-O~oc m~. 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 verity 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 Daoe 2
I:
'Job
'Truss
'Truss Type
'Qty 'Ply
, Hayden{WHlow2)-bl
WILLOW 2
B3GR
DBL_ HOWE
,1
)"he Truss Co., Eugene, OR 97402
Job Reference (optional)
6.300 s Apr 19 2006 MiTek Industries, lnc: Fri Feb 0216:05:23 2007 Page 2
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pit)
Vert: A,O=,564(F=,550), G-O=-14, A-D='66, D-G=.66
Job
Truss
Truss Type .
WILLOW 2
CHGE
GABLE
The Truss Co., Eugene, OR 97402
, -1-0-0 .
1-0-0
7-5.8
7.5-8
7~10-1S
0-5-7
Sx12 =
,
; .
':
G
/1
1'.""""'- . I
,/....8'
6.00fi2 /"
~I~~ ,,-";'
1/ I~ '~ '~ '~ 8'~
~ .
V
NY
<!.~(;;:-:xxxx
" :..; ..."
316=
Plate Olfsets (X,Y): IG:0-9-10,0-2-11l.j,J:0-9-10,O-2-11)
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'lncr YES,
Code IRC2003rrPI2002
CSt
TC 0,08
BC 0,04
WB 0,05
(Matrix)
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
OTHERS 2 X 4 HF/SPF StudlSTD
Qty
Ply. Hayden(Willow2)-bf
JQ9 Reference (optional)
6.300 s Apr 1~ 2006 MiTek Industries, Inc. Frj Feb 0216:05:23 2007 Page 1
12-1-'
4-2-2
12.6.,8
0-5-7
2Q.-O-O
7-5-8
121-0-0:
1-0-0
Sad._!:3$.'
5.12=
~ 1?1 'r--....
~ J "-
" " " ,
~' ,
" ~'"
" ;~.
:~
o
::::s~
n
u
,n
u
8-8-'8-
,n
Ll
lJ'
w
"'=
20-0-0
20-0-0
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
,in (Ioc)
-0,00 0
0,00 0
0,00 0
I/defl
nlr
n/r
n/a
Ud
180
80
'nla'
PLATES GRIP
MT20 185/148
Weight: 97 Ib
BRACING
TOP CHORD- Structural wood sheathing directly applied or 6-0-0 oc
purlins, except
2-0-0 oc purlins (S-O-O max.): G,J,
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) B.172/20-0-0, 0=172/20-0-0, AD=189/20-0-0, AC=74/20-0,O, AB=IIS/20-0-0, AA=92/20-0-0, Y=59/20'O,O, X=109/20,O,O,
W=109/20-0-0, V=59/20-0-0, T =92/20-0-0, S=11S/20-0-0,R=74/20-0-0, 0=189/20-0-0, Z=54/20-0-0, U=54/20-0-0
Max UpliftB=-94(load case 3), 0=-94(load case 3), AD=-S5(load case 3), AC=-41 (load case 3), AB=-47(load case 3), AA=-18(load case 3),
X='28(load case 3), W='28(load case 3), T =-18(load case 3), S=-47(load case 3), R=,41 (load case 3), 0=-S5(load case 3)
Max GravB=172(load case 1), O=172(]oad case 1), AD=189{load case 4), AC=74{load case 1), AB=116(load case 4), AA=92{load case 4),
Y=SO(load case 4), X=112(load case 5), W=112(load case 4), V=SO(load case 5), T =92(load case 5), S=11S(load case 5),
R=74(load case 1), 0=189(load case 5), Z=54(load case 1), U=54(load,case 1)
FORCES (Ib). Maximum Compression/Maximum Tension
TOP CHORD A-B=0/28, B-C.-46I3S, C-D=,33/44, D,E=:23171, E-F=-2S/103, F-G=-15/117, G-Hc-4/118, H-I=-4/118,
I-J=-4/118, J-K=-15/117, K-L=-2S/103, L'M=-23171, M-N=-33/44, N-0=-4S/3S, O,P=0/28
BOT CHORD B-AD=OnO, AC-AD=OnO, AB-AC=OnO, AA-AB=OnO, Z-AA=0/70, Y-Z=0/S9, X,y=ono, w-x=ono, '
v-w=ono, U,V=0/S9, T,U=0170, SoT =0170, R-S=0/70, O-R=0170, 0-0=0170
WEBS C-AD=-149/88, D-AC=-65/47, E-AB=,951S0, F-AA=-76127, G-Y=-47/8, H-X=-94/39, I-W=-94/39,
J-V=-47/8"K-T=-7S/27, L-S=-95/S0, M,R=-S5/47, N-0=-149/88, G,Z=-4S/4, J-U=-4614
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; Calegory II; Exp B; enclosed; C-C Exterior(2);
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=l.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) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord Jive load nonconcurrent with any other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for qualitY assurance
inspection. .
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 1-4-0 oc,
Continued on oaoe 2
Job
Truss
Truss Type
Oty
Ply
Hayden{Willow2)-bf
WILLOW 2
C1TGE
GABLE
The TrL!ss Co., Eugene, OR 97402
.. . " . Job Reference (option,,!!)
6.3005 Apr 192006 MiTek Industries, Inc. Fri Feb 0216:05:232007. Page 2
NOTES
10) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib,uplilt at joint 8, 941b uplift at joi.'nt 0,65 Jb uplift at joint
AD, 41 Ib uplift at joint AC, 47 Ib uplift at joint AS, 18 Ib uplift at joint AA, 28 Ib uplift at joint X, 28 Ib uplift at joint W, 18 Ib uplift at joint T, 47 lb uplift al
joint S, 41 Ib uplift at joint Rand 65 Ib uplift at joint 0,
11 ).This truss is designed.in accordance with the 2003 International Residential Code sections RS02.11.1 and RB02.1 0.2 and referenced standard ANSlfTPI
1. '
12) Design assumes 4x2 (flat orientati9n) purlins at oc spacing indicated, fastened to truss Te w/2-10d nails.
13) .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
T rus~ Type
Qty
f-'Iy' Hayden(WIUow2)-bf
WILLOW 2
C2
COMMON
5
_ _' . ..,Jj)b Reference (optional)
tOOO S Apr 19 2006 Mirek Industries, Inc. Fri Feb 02 .16:05:24 2007 Page 1
I The Truss Co., Eugene, OR 97402
, -1-0-0, 5-8-7
1-0-0 5-8-7'
10-0-0
4-3-9
14-3-9
4-3-9
20-0-0
5-8-7
: 21-0-0-1
1-0-0
Scale.l::JA.l
..4=
o
f
,
2>4':::-
w,
.
~
'5:)
f8J
4.5-:<-
~='
"
3ll8=
'-...::f:.
~
4>5<:>
GE
10-0-0
10-0-0
I Plate Offsets jX,Y): IB:0-3-10,0-2-0L_[f:0-3-10,0-2-01
20-0-0
10-0-0
LOADING (pst)
TCLL 25.0
TCDL 8_0
BCLL 0_0
BCDL 7_0-
SPACING 2+0
Plates Increase 1.15
,Lumber Increase 1.1.5
Rep Stress Incr YES
Code IRC2003fTPI2002
CSI
TC 0_31
BC 0,63
WB 0,32
(Matrix)
DEFL
Ven(LL)
Ven(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
nia
PLATES
MT20
GRIP
185/148
Weight: 691b,
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 QC
purlins. . .
. Rigid-ceiling directly applied or 10-0-0 DC bracing.
REACTIONS (Ib/size) B=863/0-5-8, F=863/0-5-8
Max UpllltB~-306(load case 3), F='306(load case 3)
FORCES (I b) - 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=-366/208, D-H~-t40/533, E-H=-366/208
NOTES
lrUnbalanced roof live loads have been considered lor this design. "
2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4,8pst; BCDL=4_2psl; 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 fO'r quality assurance
inspection.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 Ib uplift at joint Band
306 Ib uplift atjoint F, "
6) .This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 o.~
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 bui!ding
designer shall verify that thi~ parameter fits with the intended use of this component. '
LOAD CASE(S) Slandard,
-I
- MINIMUM SETBACKS - INTERIOR LOTS i.
All measurements are from"Property Lines
-.,,--
1:lI:Ill...__
-..,---.. - .-.
'11.
-Front yard to House 10 feet
-Front yard to Garage 18 feet
-Side yard to House or Garage 5 feet
-Rear yard to House or Garage 10 feet
P.U.E. KAy.cHANGE SETBACKS
. .'
'.
----I
I
01
01
01
0)1
1
1
$1
I FT,I
,. ;-.c 1
;::;1
bl
~I
1
____-1
I
____J
I
II
I _-_ _ _ -1--1
I____~_____,..J I
I 55.01
51.00
,-----_.
01
01
01
-~~-\
\~/ I
230 I'
WILLOW $1
1031 SQ FT -\ ~I
t :oc I ;::; II
, -\ -I ;21
\. ~OR 01
I ~I
1 1
G .DC'
~:..---, ~-----.,---
I .c! ' I
5~dO'E~~l-~:;- ~/L___~~~~
.~-:- ".;,' - '.:1",,"' ~.'
.... .4,.. ..d. ;," <'I_~
. 51.00 ~T'
:- 4590SQ, FT.- .q:
I ' '
: 22S
459DSC
.. <1'. .
'~'
.'
Pumice
,.....
. '
-- ~. --. - - --- --I
~STREETTREESARE
ARE REQUIRED, Please i
refer to attached Development I
Code Section regarding the
placement and types of
allowable street trees.
,-
SCALE: 1" = 20
,
BUILDING SETBACKS
FRONT (GAR) 18' (FROM PL)
FRONT (HOUSE) 10' (FROM PL)
SIDE 5' (FROMPL)
REAR 10' (FROM PL)
..._" _.,._ ..__ n. _ ~___._ _ .
HAYDEN HOMES
2464 SWGLACIER PLACE, SUITE 110
REDMOND, OR 97756
(541) 923-6607
LOT 230
5774 Pumice
JASPER MEADOWS 6 SUBDIVISION
. SPRINGFIELD, OREGON
~
. .__.__...__ _.. ,.., ._...._.__..".._........::a::a.. .., ._. ._' _..,--
, '
--_._.~
":;. ;.;; :ir, ':.;~ .. ~".
, ;nemON: Oregon law requires you to
~ rules ~dopted by the Oregon Uti1%
Notification Center. Those rules are set fo 1-
In OAR 952-OOH010 thro~gh Oft~e9~: by
,oo::~~::I(.fo~~~~ tel~phO~e
I\W1IbIIf for the Oregon Utility Notification
<, " Center is 1-80()-332-2344l.
-~'~~~E~~,_~fit~..~.;1~~0;.~.":~ :-. ..>: ..
~
,
NOTICE:'~"'\'/" '
THIS PERMIT SHAll EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED FOR
ANY 180 DAY PERIOD. ' ,
~,
~i-
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~~
I~ ~- c-3
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rtlj
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wa ill
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0:,"0 <(
, w<<(w(j
, Ill:!I:!;"
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GENERAL
NOTES
1.nE9:x:f'ECf"ECFM:ESf'ftC'J!:EDlh'''IU'rT''lRI~t.k''::c'B
L.J.fTB)TOf'ROYI:ItolOA'NCfI(NOfETCFI:flAwtlQ!l. THSSETCF
f'L..oVlS IS s..FRCENr FCA CSTAH<<lA II..I...!>>Q PSVT. \.N...elS
a:ECI\.YFECIl.6TEDB'l'Tl-EO\IMlI;CftEU..[)H3o::tlTAACTCft. neE
Pl...ANSNE l..U1'IDTO t:lE9:fI3HQl.OCA1l:N1. ~ CBEFLAL
IU...DHJ ~ NO KE1FtD-1w,TeW.9.
2. AU. 'M:fI( ItiAU.. CO#\..YVIftH nE uosr CURNT fEOl,.H3.EHIS seT
FORTH En' l.OC.'l. CCIlMY. Sf ATE, NQ<SeW..L.AW9, ru..a ca:::e.
c::R:>>WCeS, eft fECJ,.l..ATPR a:tBUl. COf'I'I'IAC'TCf CR s.&-
canHACtal TO~ AU. APf'I,..JCAB... cooes ND ~ CP
~ PfIClRTO EiE<lHNl1'I'C:W..
3.ALLv.a:t<TO~I'\.J.Ir,IEHJ,AtDa1:C'TJ'ICALYdLEEt:JeXIH
EU..D BY'llE oeav.L. ~ ND 9iALL cx:tf"CA,I TO AU.
~l..OCAI...STA1E.NCNAnc:tW..CttlES.
4. >><< s:n::fl eft cu:B:*l FCUD H 1I-EE J::f1A1frt-ICIS 9iAU. BE ER:U:JHT
TOll-E cea.a'ER8 NO,.IACtfTECTlFW. tE:9tWEfl'S Anem:tt
-- -
-----.- .
--.....---.."'-..-
~==--:::'..::::::=.=.
.._-----..._.~-
=.=.,-"'---...,.
.....-===:.-~"='..:=:...~:
=--=-~~':='=::
?.....:::-:""=~:,:s:.:..-,:::=:...
=-"'~""':.:.~-=-...:"
..........~"'-'\...-
5. no NrIT ........, 1'1 nFU.1IIN:l!'t ~oe.esoN9 EHALL I'fEca::E N<< ND
...u.~~ comv.cral9-W.l. VEfF'l' ALL. DM3GClN9
F'ACft TO COGJRJC1'1ON ND 9-W.l. BE ~ FCf\AU.. oa.eo::t6 I
~~~~~~~~~~~NC' ,I ~~~ ]
CXNilhJCIICH. PHaE~ FAX:wt548DTD1
"
. SITE PLAN
NOTES
1. E.a.ai camw::TCA ND 9..ElCOmIAClOR TOveFY TH! EXI'1I'Ba CP
a.n:D\1tl.1JettTH! ~CP~ f'ftO'lTOALL EXCAVAl1CN.
2. A./...L. QRA[lN3 ND EXCA,VA1lCtt I""al STRJCTtF\AI... CCU"CtENTS t.tsr
CXH"Cft,lTOllEPOO..eCT8Ct...8Fe'CRT.
3. CCNTRACTCflTO YaFr AU. Sl"I! <XI'OT'ICHI A.N:l t&eBCHl FB::fi TO
oc:tel'RJCTlCINAU. ._......,...._ roB: BRCl.ICfiI'T011-EATT'em:H
a= 1tE CEYa...a"ER ,tK) l1-E A.ACtftEC1\JW.. oex:tat meA TO Nl't
CCNTNJA'fDoI a= WCfIC.
<4. ~TOca.R.YVIITHAU.A/'f'L.lCAfLELCCAL. co..NTY,srATE. JHJ
'"n::tIALca::es.~TO'oBFl' N<<0W<<JE5CflJ,DOEKll,.N
TOte'iB...Cf'lr,Es:rtlA.(XSI'fICJ\TO~
l DRAWING INDEX
os """""""
AI) B..EV...TOB
AI R.COO PLAN
/l2. fC(N)A~~F\AN
~ ROOFFfW.CtlOI'\J,N
M B..ECIl'lICALf'l..AHw.tllEVB.
Dl EU.ONO secTICN!l
02 IU...ONCl PETALS
01 Cf'T.3FOBEr:ACJaAfC(N)ATDl&R...CCAf'I...ANS
(n. Cf'T.3F01:IE[:AX;U,000F,B..ECl1'I:AL.&a.EYATJ:lt.S
51 ..-.....--_ .....WAU.Elf\A.CN;JI<FO
(
"1 't'n'
. ~V'I
j'
: i ;', llliJ
.-...-.._.. :
~,1 :Sf-
~_.(~ aLL
~t-';t i' ~l/)
"}J~8
,., ;' f-'-
:I"
-.'"> "..-.-.- .,.
'..'
~.I
II
AEVISIONS
]
ct.ffENT AS a= 122206
I~
. OR-D
COVER SHEET
~m ,"""'" =
ii(;\"
r~~ cs
b:!1. -
'j I
!!l TOP PlAtE .
I q -+-.-.-.-.-.-
.
i
- -
BE
- -
.~~!t:Q.~I?...!:I:~--
,
~,~b~'~-~'~~~,-:..>,..
........-::....~~ _ 1 _ I _ I
, "'Z~. .
(!!f~----~. ........':'.:..~-~-
DO ['-""][""J1
L",.,_.!~j
. 'LOPTIct-IAl.. uANDOJJ
~PAT10 A& &PEep
LEF=T ELEVATION
BCALE. 114..1'-"'0"1 X)6 $l.EED
ecALE.o 118'. 1'-1/)' (11 " n 6I-lEEt)
b/l'1. ....... , .
I' ,
. ,
..... . ........,6/12
I I , 1.'-.' . . . , . . L I I L' .
'-: - '_1I2~ :..'~~6bil1.'.
'.' '.' , . '-'--~-'~-_.'_.-:.':".'.'
. . , . . . r,..-
..~
....../ 4/
..... ...Y'
~n DO', I
h~~li~j
\-COL\.I"'Ne AI!> 5F'EC'D
e.EE DETAIL 1ID2
F=RONT" ELEVATION
!lCAL.E. V.4' .l'-"'('''X~ eI-IEET)
e.cAL.E. \18'. \,-,,'(11 >'l n 514EETJ
. ......... ~b/17
. . . . ,. l I ~...... ~/i2
r
, . ... ----------=
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~~
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, ,
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. .................
NOTE,
AFFROXIMATL, 28 W. FT.
OFTIONAL MASONR,
,r II
,_
r-~-
~L
"""--PA;IO A& ~C'D
REAR ELEvATION
e.cALE. V.4' _\'_,,'(2" X "" 61-1EETJ
OCAI...& V&'.I'-""'(l1lCn~)
b02~,." . . .' . . .'
.--r--r-I" I' . 1'1 -,
~__F A8 eFEC'P
FAeClA A& &PECP
e.IDlNG. A& &PEC'D
TF<:lH A& &PEC'D
OF'T1c:NAL HA6CNRT'
A&e.F'EC'O
.:_~
.~~~
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f;::~:-~=~l
'" ,
, ."
, .,.
""
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DD :'
'ill
""-- OPT1CNAt. I'1ANOOCIR ILtJOPT &rOOP
RI61-1T ELEVATION
OCALE> l14'. 1'-12)' C14 X J.6 51-1EET)
6CALE, Ill". 1'-12)' ill It n 5l-lEET)
.-...
~ll -
/12
~
. PATIOAe.&f'EC~
~-=-..::..='-
....;=~..:~..:.3?
....-...-....----.--
..--..-..----....
-,-..-....
--...-.--.........----..
=:::..=."':s"=~==
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I ""'''IL<C<R''- I
f'l-ICM:~OAp~6nSCll.078I.
(J}
w
=1-
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....J
03:;:;;
wO
..-
,I
II-
.
CUFflENT M3 a= 122206
AEVBCtlS
B>OC 10&
&Co
OR-D
ELEVATION ]
AO]
SEE Sl SHEETS FOR HOLD DOWNS AND WALL BRACING INFO.
36'.02)'
~
13'0'
12'-\4)'
,'.11'
6TART I
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r-----------------------------------------,
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i ~I,
Ih",,z) 4""-
,~ OVERI-EAP ~
/ , ii' I
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: 4'GARAC> OPT :: 5;"
~A------------------ ._ ~___~_____________w/~----
, "
, I, '.
I .,:x.OPT. II ~ ?
: . Ii ~
"'.7.7.1'-_______________ _________________c______=A<:
.'
.~
eEe 01 ~RD eeDROOM OFiT I ON.
SYMBO,LS LEGEND
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STRUCTURAL NOTES
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5EE Sl SHEETS FOR HOLD DOWNS AND WALL BRACING INFO,
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a. STATECFWA!I-N:JTQlI1A.WW~arATEBERa'fca:e.
STRUCTU RAL NOTES
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PLANS
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A2
SEE Sl SHEETS FOR HOLD DOWNS AND WALL BRACING INFO,
rrMT~T/11,r-T1~r~~T"T71'''''r~:
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I N/A I TYPE
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48
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