HomeMy WebLinkAboutPermit Building 2019-10-22OREGON
web Address: www.springfield-or.9ov
Building Permit
Residential I & 2 Fam Dwelling (New Only)
Permit Number: 811-19-OO196O-DWL
IVR Number: 811087308333
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR97477
541-726-3753
Email Add ress : permitcenter@springfield-or'9ov
SPRINGFIELD
$t
Permit Issued: October 22,20L9
Category of Construction: Single Family Dwelling
Calculated Job Value: $574,783.55
Description of Work: New SFD with detached shop
Type of Work: New
Worksite Address
206 S ASH ST
Springfield, OR 97477
Parcel
180302240010 1
Owner:
Address:
BAILEY RAYMOND & LEORA
87685 CEDAR FLAT RD
SPRINGFIELD , OR 97478
Business Name
MICA MCOMBER CONSTRUCTION
INC - Primary
License
ccB
License Number
L73599
Phone
541-342-tt40
permits expire if work is not started within 180 Days of issuance or if work is suspended for 18O Days or longer dePending on
the issuing agency's policy.
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.
Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law
regulatang construction or the performance of construction.
ATTENTION: Oregon law requir€s you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set
forth in OAR 952-OO1-OO10 through OAR 952-001-OO9O. You may obtain copies of the rules by calling the Center at (503)
232-L947.
All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O
(Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693'O1O-O20 (Plumbing).
printed oil t1l22ltg page 1 of 3 C:\myReports/reports//production/01 STANDARD
TYPE OF WORK
JOB SITE INFORMATION
LICENSED PROFESSIONAL INFORMATION
PENDING INSPECTIONS
Permit Number: 81 1-19-OO1960-DWL
Inspection
2999 Final Mechanical
3999 Final Plumbing
4999 Final Electrical
1530 Exterior Shearwall
2300 Rough Mechanical
3170 Underfloor Plumbing
4500 Rough Electrical
L02O Zoning/Setbacks
1090 Street Trees
1110 Footing
1120 Foundation
1 124 Foundation Drain/Waterproofing
1160 UFER Ground
1220 Underfloor Framing/Post and Beam
14 10 Underfloor Insulation
1430 Insulation Wall
1440 Insulation Ceiling
1520 Interior Shearwall
1999 Final Building
2200 Underfloor Mechanical
2250 Gas Piping/Pressure Test
3200 Sanitary Sewer
3300 Water Service
3400 Storm Sewer
3500 Rough Plumbing
3620 Backflow Device
3650 Shower Pan
4000 Temporary Power Service
4220 Electrical Service
1260 Framing
Inspection Group
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1 2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
1_2 Famdwell
Page 2 of 3
Inspection Status
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Various inspections are minimally required on each project and often dependent on the scope of work. Contact
the issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www.buildingpermits.oregon.gov
Printed on: 1,O/221L9 page 2 of 3 C:\myReports/reports//prcduction/01 STANDARD
SCHEDULING INSPECTIONS
Permit Number: 81 1-19-OO1960-DWL
Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811087308333
Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store
Page 3 of 3
Fee Description
Residential wiring
Services 201 to 400 amps
Technology Fee
Balance of minimum permit fees - mechanical
Gas fuel piping outlets
Plan Review - Major, UGB
Single Family Residence - Baths
Address assignment - each new or change requested externally, per each
SDC: Reimbursement Cost - Storm Drainage
SDC: Total Storm Administration Fee
SDC: Improvement - Transportation SDC
SDC: Reimbursement - Transportation SDC
SDC: Improvement Cost - Storm Drainage
SDC: Total Transportation Administration Fee
Fire SDC - New Res Construction Sq Ft fee - enter sq ftg
Structural plan review fee
Structural building permit fee
Willamalane fees - Single Family Detached, per unit
State of Oregon Surcharge - Mech (L2o/o of applicable fees)
State of Oregon Surcharge - Elec (12olo of applicable fees)
State of Oregon Surcharge - Plumb (l2o/o of applicable fees)
State of Oregon Surcharge - Bldg (tZo/o of applicable fees)
Quantity
4750
1
4
1
3
1
826.49
101.32
36Lt.72
190.06
1199.93
190.09
4750
Total Fees:
Fee Amount
$474.O0
$131.00
$380.3 1
$e3.00
$9.00
$342.00
$613.00
$s4.00
$826.49
$101.32
$3,6t1.72
$ 190.06
$ 1,199.93
$ 190.09
$28s.00
$2,32O.37
$3,569.80
$3,805.00
$12.24
$72.60
$73. s6
$428.38
$ 18,782.87
1
Construction Type
Printed oni LOl22l79
Occupancy Type
R-3 1&2family
U Utility, misc.
U Utility, misc.
U Utility, misc. -
ha lf rate
VB
VB
VB
VB
Unit Amount
3,470.00
1,280.00
1,535.00
520.00
Unit
Sq Ft
Sq Ft
Sq Ft
Sq Ft
Unit Cost
$t22.46
$48.73
$48.73
$24.37
Total Job Value:
Job Value
$424,936.20
$62,374.40
$74,800.55
$t2,672.40
$574,783.55
C: \myReports/reports//production/0 1 STAN DARDPage 3 of 3
PERMIT FEES
VALUATION INFORMATION
Cmv oF SpnN cF,IELD. oREGoN
Structural Permit Application DEPARTMENT USE ONLY
permit ""., lf _OOnLoo
t I
Darc: $>3\fi
This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is
suspended for 180 days.
Mechanlcal4*an Ft^,,
FEE SCHEDULE
1. Valuation information
(a) Job description:"t-
Occupancy
Construction
Square feet:3
Cost per foot:Uaza
Other information:
Type of Heat: G*-S
Path:
new Ealteration I addition
(b) Foundation-only permit? ! Yes dNo
Total valuation:$
2. Building fees
(a) Permit fee (use valuation table):$
(b) Investigative fee (equal to [2a]):5
(c) Reinspection ($ perhour):
(number of hours x fee per hour)$
(d) Enter 1 2olo surcharge (.12 x [2a+2b+2c]):$
(e) Subtotal offees above (24 through 2d)$
3. Plan review fees
(a) Plan review (65% x permit fee [2a]):$
(b) Fire and life safety (65% x permit fee [2a]):$
(c) Subtotal offees above (3a and 3b):$
4. Mlscellaneous fees
(a) Seismic f*, lo/o (.01 x permit fee [2a]):$
(b) Tech fex,5o/o (.05 x permit fee[2a]+pR fee [3c])s
I'OTAL fees and surcharges (2e+3c+4a+b):$
otL E.o> 3-(e-u4-(Glr"AL lt-grtlt=u - 'Tus
&
OREGON
225 Fifth Street r Springfield, OR 97477 . PH(541)726-t753 . FAX(54 I )726-3689
9..t
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N*) sePr rc APpeo na'L q
1PeEft>e" e> I /,FFec-x>|L)re,te r
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ry
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LOCAL GOVERNMENT APPROVAL
Date:
This project has final land-use approval.
Signature:
Date:
This project has DEQ approval
Signature:
Zoningapproval verified: ! Yes E No
Property is within flood plain: ! Yes E No
CATEGORY OF CONSTRUCTION
E CommercialI Govemment
JOB SITE INFORMATION AND LOCATION
Job site address: 2,o b S. I
ZIP:State:City:
Lot no.:Subdivision
raxrot:\DoJ 02214 elOlReference:
PROPERW OWNER
Name:!f a(ro -
Address: 971"1
ZIP:State:
pr,o*, 91 {- S Fax:
E-mail:
's agentBuilding
Sign
y
E fns installation is being made on residential or farm property owned
by me or a member of my immediate family, and is exempt from
licensing requirements under ORS 701.010.
CONTRACTOR INSTALLATION
Business name: I
Address:2
stat0Z zw:f-/{6.
Fax:
E-mail : tl ; ca Q. -t hne ucn.. 49 ( o wq rrq izut, c o 4
CCB license no.: f -l3S??
Pintnam{ln u.1'g A ^L,.en ,-U .t /
SUB.CONTRACTOR INFORMATION
Name CCB License #Phone
D"'"Yg_
Plumbing
(t >a,1" I)r^I\eu ()lu,qtlvu
Last edited 5-5-2019 BJones
,fu,esidential
CITY OF' SPRINGFIELD, OREGON
Electrical Permit A lication
225 Fifth Stree$Springfield, OR 97477r PH(541 )726-3753.FAX(541)726-3689
This permit is issued under OAR 918-309-0000. Permits are nontransferable. Permits expire if work is not started within 180
days ofissuance or ifwork is suspended for 180 days.
BCD license no f tq7'
's license no.
SPBINGFIELO
Ofr,
DEPARTMENT USE ONLY
Permitno.: 9q - tq 60
/Date
LOCAL GOVERNMENT APPROVAL FEE SCHEDULE
Zoningapproval verified? E yes E tto Number of inspections per item ( )Qry Cost Total
coste.
CATEGORY OF CONSTRUCTION Residential, per unit, service included
fr Residential I Govemment E Commercial
1,000 sq. ft. or less (4)$186.00 sJOB SITE INFORMATION AND LOCATION
Job site address:
Each additional 500 sq. ft. or portion
thereof $36.00 $
City: f nn,'n o{,'eld State: Qft zw: fl7 477)Limiled energy (2)s44.00 $
Taxlot.Each manufactured home or modular
dwelling seryice or feeder (2)$89.00 S
DESCRIPTION OF WORK
Services or feeders: installation, alteration, relocation
200 amps or less (2)$112.00 $
PROPERTY OWNER 201 to 400 amps (2)$131.00 $
Name:401 to 600 amps (2)$221.00 $
Address:601 to 1,000 amps (2)$285.00 $
State:ZIP:Over 1,000 amps or volts (2)$654.00 S
City:
Reconnect only (2)$89.00 $
Fax:
E-mail Temporary services or relocation
200 amps or less (2)
6rJ .00 $This installation is being made on residential or farm property
owned by me or a member of my immediate family. This
property is not intended for sale, exchange, lease, or rent. OAR
479,s40(t) and 479.560(l ).
201 to 400 amps (2)s122.00 $
401 to 600 amps (2)$177.00 $
Over 600 amps or 1,000 volts, see services or feeders section above
CONTRACTOR INSTALLATION Branch circuits: new, alteration, extension per panel
Business name a. Fee for branch circuits with purchase ofa service or feeder fee:
Address Each branch circuit $8.00 $
City:( 72C/- ,a / /State:Q/ZIP b. Fee for branch circuits without purchase ofa service or feeder fee:
Phone:{rf6f AK - \K) K Fax:First branch circuit (2)$89.00 $
E-mail:Each additional branch circuit $8.00 $
CCB license no.:Miscellaneous fees: service orfeeder not included
') <L Each pump or irrigation circle (2)$89.00 $
Print name of Each sign or outline lighting (2)
Signature of signing Signal circuit or a limited-cnergy panel,
alteration, or extension (2)
sE9.00 S
$89.00 $
Each additional inspection: (l)$102.00 $
DEPARTMENT USE
(A) Enter subtotal ofabove fees
(Minimum Permit Fee $102.00)
$
(B) Enter 1202 surcharge (.12 x [A])$
(C) Technology Fee (5% of [A])$
TOTAL fees and surcharges (A through D)$
Last edited 7/l/2019 BJones
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Phone:
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JOURNALOR JOB NUMBER:
NAME OR COMPANY:
T.OCATION:
TAX T,OTNUMBER:
DEVEI-OPMENT TYPE:
NEW DWELLINGUNITS
IMPERVIOUS AREA
DIRECT RUNOFF TO CITY STORM SYSTEM
A. REIMBURSEMENT COST
IMPERVIOUS S.F.x
5491.66
COST PER S.F.
s0.301
COST PER S.F.
$0.437
COST PER DFU
$ l 70.50
COST PER DFU
$83.99
NUMBER OF I.'NITS
I
N1JMBER OF UNITS
I
COST PER FEU
s 135.93
COST PER FEU
$ 1,620.85
COST PER FEU
$22.82
ADM. FEE RATE
5%
AREA DRAINING TO
DRYWELL
5491 .66
5491.66
COST PER TRIP
19.86
COST PER TRIP
$377.40
s0.00
$5,E2E.20
C}IARCE
s29l.4l
CHARGE
$826.49
CHARGE
$1 ,199.93
NEW TRIP FACTOR
1.00
NEW TRIP FACTOR
1.00
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
l9-001960-DwL
RAYMOND & LEORA BAILEY
206 S ASH ST
1803022400101
Residence
B. IMPROVEMENT COST
I- rMPERvrorrs sf.
I s491.66
x
ITEM I TOTAL. STORM DRAINAGE SIrc
2. SANITARY SEWER - CITY
A. REIMBURSEMENT COST:
NUMBEROFDFU's
0
x
B. 1MPROVEMENT COST:
NUMBEROFDFU's
0
ITf,M 2 TOTAL. CITY SANITARY SEWER SDC
A. REMBURSEMENT COST:
ADT TRIP RATE
9.57
x
x
x
x
B. IMPROVEMENT COST:
ADT TRIP RATE
9.57
xx
xx
ITEM 3 TOTAL. TRANSPORTATION SDC
A. REIMBURSEMENT COST:
NUMBER OF FEU's
0
B. IMPROVEMENT COST:
NUMBER OF FEU's
0
C. COMPL1ANCE COST:
x
x
x
(SEE REVERSE)
MWMC ADMIMSTRATIVE FEE
ITEM 4 TOTAL - MWMC SANITARY SEWER SDC
SUBTOTAL (ADD ITEMS 1,2,3, & 4)
5. ADMINISTRATIVE FEE:
SUBTOTAI
$5,828.20
TOTAL STORM ADMIMSTRATION FEE
TOTAL SEWER ADMINISTRATION FEE:
TOTAL TRANSPORTATION ADMINISTRATION FEE:
TOTAL MWMC ADMINISTRATION FEE . I,OCAL
026.42
0 LOT SZE 0
Mr'\)(
$E26.49
$0.00
$0.00
r.72
$0.00
$0.00
s0.00
s6,r r9.61
1091
t092
r093
1094
1054
l 055
1054
1056
1079
1077
1078
op
!
U
ql
Fa
E]
I@
E01.78
NUMBEROFFEU's
0
BY Steven Petersen DATE
TOTAL SDC CHARGES
DRAINAGE FIXTURE UNIT CALCULATION TABLE
NUMBER OF NEW FXTURES x UNIT EQUIVALENT : DRAINAGE FXTURE I.INITS
FOR CAI,CUT.ATE ONLY TIIE NET ADDITIONAL
NO. OF FIXTURES
LTNIT
FIXTIJRE TYPE NEW OLD ALENT
MISCELLANEOUS DFU ryPE NUMBER OF EDU'S
TOTAL DRAINAGE FIXTURE UNITS
rsa loa unit set at 167
MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE
20
DRAINAGE
FIXTURE
UNITS
0
2
1979
*EDU
$5.29
$5.1 I
$5.1 2
$4.98
$4.80
$4.63
$4.40
$4.07
$3.67
$3.22
$2.73
$2.25
$1.80
IS LAND ELGIBLE FOR ANNEXATION CREDIP
(Enter 1 for Yes, 2 for No)
IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT?
(Enter 1 for Yes, 2 for No)
BASE YEAR
CREDIT FOR LAND (IF APPLIEAEIE)
2
VALUE / lOOO
$0.00
CREDIT RATE
$s.29x
CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION)
VALUE i IOOO CREDIT RATE
$0.00 x $5.29
TOTAL MWMC CREDIT$1.59
$1.45
$1.2s
$1.09
$0.92
$0.72
$0.48
$0.28
$0.0e
$0.0s
BATHTUB 0 0 3 0
DRINKING FOUNTAIN 0 0 1 0
FLOOR DRAIN 0 0 3 0
INTERCEPTORS FOR GREASE / OIL i SOLIDS / ETC.0 0 3 0
INTERCEPTORS FOR SAND / AUTO WASH / ETC.0 0 6 0
LAUNDRY TUB 0 0 2 0
CLOTHESWASHER / MOP SINK 0 0 3 0
6 0CLOTHESWASHER - 3 OR MORE (EA)0 0
0 0 12 0MOBILE HOME PARK TRAP (I PER TRAILER)
0RECEPTOR FOR REFzuG / WATER STATION / ETC.0 0 1
0 0 3 0RECEPTOR FOR COM. SINK / DISHWASHER / ETC.
0SHOWER. SINGLE STALL 0 0 2
0 2 0SHOWER, GANG (NUMBER OF HEADS)0
0 0 3 0SINK: COMMERCIAL/RESIDENTIAL KITCHEN
2 000SINK: COMMERCIAL BAR
0 2 0SINK: WASH BASINiDOUBLE LAVATORY 0
000ISINK: SINGLE LAVATORY/RESIDENTIAL BAR
5 000URINAL, STALL i WALL
0 6 0TOILET, PUBLIC INSTALLATION 0
0003TOILET, PRIVATE INSTALLATION
YEAR
ANNEXED
CREDIT r,000
ASSESSED VALUE
BEFORE 1979
t979
1980
l98l
1982
1983
r 984
I 985
I 986
1987
I 988
1989
1990
1991
t992
1993
t994
1995
1996
1997
1998
1999
2000
2001
ADDRESS ,2OA .MA 4 Plon Review Checklist
ntP aTAxLoT,lg-oa- oZ- L4 - 6t6l
PERMIT *: 14- artl t\r rrll--
Enter data into project log
Check address on plans is correct
Check to see if LDAP has been issued. LDAP Permit #19-ar6cr?,Tl-rFt^)
Read allcommentsfrom other work groups to see ifanythint needs to be considered during structural review.
check setbacks on Site Plan
Check RLID to make sure taxlot matches what is shown on drawings, that topography lines are on the plans and that qlUlCLiEE-]llllXeS
Check to see if lot is sloped or flat - tf fiipe^h will back deck meet setbacks
tf a new home is b€int built at Mountaingate or River Heights, check the subdivision books to see if a Geo-Tech report is req.
cheak soils to determine whether or not a Geotechnical evaluation should be required
lf property is on septic, checkfor proper setbacks from buildingto tanlq distribution box, and leach field
Make sure that property is not in Flood Hazard A affected property accordin8 to MapsprinE (if it is we need 3 engineers surveys)}.ra r--r.53
Check that everything required to be en8ineered has engineerint and thatthe stamp is current
Check the ttuss package and make sure it matches the plans (qty of trusses, type, attachements) - Ifthe numbering doesn't
*match butthe uplift and reactions look correct it is oK. Falls underfield verify
*Make sure that if there is HVAC equipment in the attic, the trusses were desitned to support it
lf rafter framin& check spans
Checkto see ifanything over4000lbs is bearing down on strip footings. lf so this needs to be enlarged.
check Hotd Downs,ffili;ht i,o1il doii;s'f(i. tti inspdctoi ' nna.-rr,r.n s.aor:
check Foundation Ventint
Cheak for paopane tanks; look for setbacks, siesmic attachmentt and protection ofthe tank.
Make notes on plans with stepped foundations how far back they need to be from the ed8e of the cut and the uphill cut. Aa.i'--r{r6 3trcElrr\ ,!For{7
check header sizes Sata' S
Check footins sizes
Make sure that if rebaii. ,isei iriiiitiai.iiiinum cover depths.
Check energy code requirements
*Make sure that insulation called out meets the energy code and if not make note of the required R value.
*On additions/remodels where existing conditions come into play, see code section N1101.3 & table N1101.2
check tempered glazing (hazardous locations, windows in stairwell, within 24" ofdoor, etc)
Check bedrooms for egress (window sizes, make surc thatgarage doorto house doesn't go into bedrooms)
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Check to see if there is a living area above the garage, if so, make note of 5/8" type X gyp board fire separation requirement.
Check for mechanical equipment protection (bollards) in the garage
DETACHED garage is being built less than 3ft to existing structure it needs to have 1/2 gVp board on the interior walls
lf Garage is elevated, make sure columns supporting underfloor of garage are continous to footing (make note on plans)
Check fire/sound separation assembly on 2 family dwellings
Check for smoke alarms/Carbon Monoxide alarms (look on electrcial sheets if there aren't any shown on floor plan)
Check wall bracing Er.ra,tr-:,..a*. D..stat\)
Check minimum room size
Make sure that minimum bathroom fixture distances are met
Check to make sure stairs meet code
Check roofing material (composition shingles, Spanish tile, metal, etc.)
Check for attic access and underfloor access on plans
Check beam sizes
-
Ergxrt=rqlJaD Er.g1 ar.r " ''r't' '"'' r'r"i' d* - | i
Read over all the general notes to make certain that nothing was missed and there are no conflicts
lF new SFD or ADU, make sure that Willamalane form is attached.
Transfer all notes made by other work groups until there are two identical sets of plans (jobsite and city set)
lnclude standard attachments :
Exterior Wa ll Envelope Self-Certification Form
Moisture Content Acknowledgement Form
High-Efficiency Lighting Systems Oregon Residential Specialty Code (ORSC)
Noise Ordinance Notice
Smoke Alarm
Ventilation Requirements for Kitchens and Bathrooms
Green Approved Plans Covrt Sheet (Found under "Cover" in file cabinet)
Make sure that on all new square footage, that a Fire SDC is charged.
Add all inspections and fees into Accela (including Willamalane fee and addressing fee)
Stamp plans with the "Reviewed for Code Compliance" stamp, sign the approved by line and perforate
Approve Building Review line in Accela & call or email applicatioewith.fus due.bnd attach placard to jobsite set
Signed electrical application received
Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder
Put any inspection notes into Accela that need to be there before the plan is issued.
Check off Project Log and enter today's date.
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Plan check items/notes
CITY OF SPRINGFIELD, OREGON
l8PFI]t'GIFIELE
225 FIFTH STREET . SPRINGFIELD, OR 97477 o PH:(541)72G3753 e FAX: (541)72G36t9
ADDRESS REQUEST
Property Owner:
Mailing Address: BAUW* Crl^, ?Gt rA
City:State:
Person or Agenry requesting address if other than owner:
b^i\
zip:
or1/WE
Phone number where you can be
contacted between 1:00pm and 5:00pm:
Assessor Map #:g D3o) a+Tax Lot *' (\O I O I\
Properties are generally assigned addresses when application is made for a permit to
improve the property. Please explain specifically why you need an address assigned
prior to the property being improved:
\\M: \n^AA{^^ t o .\*-n+.. ,,os
Proposed Address:
Property Owners Signature:
Date Received
Date:
OFFICE UsE
Received By:
Date:
Fee:Receipt #:Amount Paid:
Reference Number:Tax Lot #:
Approved Denied
lf approved, new address is:loG b. As[,.1w++
Reviewed By:
(G)
Sharcd Drivc(I):/Building FormJAddress Request I 1{2.doc
ge-
Crl^ <f . [>lr \ 3
r+r
EM
SANITATION PERMIT LAND MANAGEMENT DIVISION
3050 N. Dclta Huy
Eugene,OR 97,O8
, r''1i { 'rlPJe* Installation 541-682-4065
hd hamrEtiorQco.brE.or-usul',llt
ISSUtrD
WORK SCOPE I)ETAILS
lnstallation Type:
SystEm Type:
ATT Type:
Facility Type:
Olhor Facility Type:
Number of Bedrooms:
Dssign Flow:
Min Septic Tank Size:
Min Dosing Tank Size:
Distribution:
New lnslaUalion
Altemalive Trealment Tech
Orenco Systems (Advanlex)
Single FEmiv Dwelling
Trench:
Minlmum Trcnch Dapth:
marimum Trench Depth:
Trench Spacing:
Total Drain lledia Depth
Media Type:4
22s (rf)
12 (in)
12 (in)
10 (fi)
12 (in)
N/A
Seepage Bod:
S3nd Fillen
Ground Water lnt Trench Depth:
Ground Wabr lnt iledia Depth:
Dry Soil lnstallation:
Bsgin Datr:
End Date:
N/A
N/A
36
36
CHECKEO
08126/2019
1 0/01/201 I509si1&09095
a50 (gpd)
1000 (gal)
s00 (gal)
Serial
System Description: M20RT W capping fill drain fleld. Curtain drain required.
Addi[onal Conditions: Capping lill draln fieE can only be installed beti€en June 1- Ocl 1. 16" pre-approwd soil cap required.
JOI! SITE An-D PRO.IECT CONTACT INFORII1AI lON
SITE ADDRESS: 206 S ASH ST, SPRINGFIELD, OR
TAX LOT PARCEL #: 18-03{2-24{0101
DIRECTIONS TO sm: OFF DORRIS RANCH Ro, ASH ST lS TO
THE E BELOWWILLAMETTE HEIGHTS
SEnil.lion Pemil lBt
OWNER:
BAILEY RAYMOND & LEORA
87686 CEDAR FIAT RD
SPRINGFIELO, OR 97478
APPLICANT:
CHRIS BRAUN
PO BOX 967
VENETA. OR 97487
(541) 935-5940
911712019 7:43;44AM Plgc I of2
I
SANITATION PER]IIIT
New Installation
I."AI{D MANAGEMENT DIVISION
3050 N. Delta Hlty
Eugar,ORy,IOS
s4t4E2-40,65
[nd.hrormatbn@co.lane,or.lE
Adnlnbffire Fee (1596 orlpplbaDle he3)
Tednology nrsgssnEnl (2* utlth f'l(xl ma( of$pllcaus b6)
Rartc Ptannlltr Surdrsrgs (13% ofapp[cablc bcs)
Tote! Fee
1m.00
1,310.00
1S6J0
2620
170.30
Surchrlge
-ATT
Scbedulc lupccti6as 6nlins 11 a,ary.hnccounty.orylLMDOnlbc
or by callhg.l{8&299-?A2l. Ilrve your IVR number erd lnspecdons
Itam numbcr(s) avrlhblc when schcduthg
Dr!lnfou
Flnal Rc;ord Form
7.150
lrrocclion llroe
71@ Saptc Trnk
727I, T.I($&rfEMF.s
R6ouirements
Requ[ed
Raqulcd
Requirrd
Raquh.rl
Requhed
ALL PROVISIOI'IS OF IAWE AND ORDIT{AI{CES GOVERNII{G THIS TY?E OF WORK WLL BE COirPUED WITH WHETHER SPE THED HEREN oR NoT.
GRANTING OF A PERUT DOES }{OT PRESUME TO Gfi,E AUHORITY TO VIOLATE OR CAITICEL TIIE PROVISIONS OF AJ{Y OTHER STATE oR LocA! LAw
REGT'I.ATIIiIG ON slTE WAATEWATER SY3TEf,S.
Thb peimlt b rlhctvo ror ono ytlr frtom thr d.t3 of L.u.ncc aer Otogon AdmlnbE tiw ruh 3{0.67{{tl6qq, f r c.rtliDrt! of 3.tiEfrclory compla$on
ht mt been bsucd wlttlo . y.!r ot b.unc.,lhk plntdtwlll explrG. An oxpltrd ..nibton prrmft mey onbr bo lelBtrbd within one year of explnoon
IOAR 34lt{71{1c0(0Xa)). Irfiis san]trton permlt b .xplr6d for molt than a new spplbatlon t iecs must ba submltbd ff a permibe wlsh6 to
pu]lue tto urork asroclabd with thb pemit ..
DEO Authorized Apnt
$nlE0on Plmlt lnrt
Dsta: U17f2010
U17no1s 7{s:tlltAM Prte 2 of2
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REVSTOI{S
HEIGHTS
Map and i'x oz oz zq
SITE PLAN SUBMITTAL FORM
#
ADDRESADDRESS:
B)
EqlEi 5
U*oXl -
3EffrAZ- oo,Er rt
-OY-- ra OQ Aoitr;il;[;r-+_s- -{il,^!d
=
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a
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@
-Fl*6
le-xr
o
frF
5
d
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I
I
:
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hsl\
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t
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I
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H
+-
5
E
H Ec
LOT #13, BLoCK 11, WLLAMET
Ag{ g'REE7
sPFo. 0R 9747/
zAO"aCr iTLA
**" A0C
Shcett
scac I'sJQ'-Q'TIdc
0rwff&b:
;r
t
I
I
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\
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I
I
FeE ly'dllolffig,hwr.qtbI
l|rdrwu.
hddllanil o b 1xzlntal b-t ot A.lwfd
Autttdr.lt l8tollo @tU.
S@.!p u,l tdd b b plmca fu.nlttwilfs Attttol2ad S@ia PMvillt dtl!.
Design Notes
T
I
I
I
I
L I
_l
I
Flhcr 7:dn* Itry lldiht:9NUx
AX2ORT Treatment System - PumP Discharqe
) filntDisclnryt
,+6:'
t'diCffit'
Spllc? Rd Control Pnnel Delail
Nd fo kh
102'
1000 gal. Primary Tank - Top View AX20 800 gal. Recirc. Tank - Top View
Omtu 21'O PYC
Are! lk.r(i rith
2d-O Gu*dd Ul
OpilNdl
Fr Cold
l'lhlcl
lJ'ath.r lppli.odas
Slolf ,o tltuiil nvatf&d tiil
PRTA nilll
5 Flnul Dlrclcry".+
7:'
46'41.t" !t.
Yuilt
.17"
-rrr
0.:,'(4P)Pup.tlxtda
1000 gal. Primary Tank - Side Vierv AX20 800 gal. Recirc. Tank - Side View
Om6 Di$hortc
l\n,p Stu6
Discharge Chamber - End View
Corynghl@ 2013
Oronco Syslan s., lnc
i
I
I
Drown By: SEIY srfltf Scole: l'.2-0'
I{X2()RT Mode 18
Projcct:
Shect: I 0F I
lh,'uwn ,rRo CHtfl,Es I L&s
OrebrFdlbdEiEEE!'h&dS,4k hrldhEFfrcHlsffitddry.r.cEceserr+ rrybl&3t4Mkdhnti!ddhryd!tlb
P ROOU|I C ONF IouEAn ON DRAI/ING s Orenco Systemso lncorporated
OwAirA thc Way lhc World bcs WrtEwrbtE Dro*n for:
Tlrc: NDW-ATX-RT-STD{3 Re;A4/}cte: L/??l?0lJ
V.d6
Pump Selection for a Non-Pressurized System - shgle Famlly ResldEnco ProJoct
THREE cREEKS coNsrRUcroN/BFAUN ExcAVATTNG / 5os-sPt9-o73sl MrcA McoMBER 1/6 //1
qteErAEnutAb
ff(GthhYdl
'&ddttulqq
ruM
10
25 ld
400
Crlcul!llonB
2.2 t'
t 5tuqt ddr9.
L13 Ueth Eml6
'&tuf F#bn be.
La t.l
0.0 tatl
0.0 (cd
0.0 ,Ft
o0q
IoF
ii
oT
.9
E
o
oF
Ptpo hlulrB
l!! glt
to0
ll!.9
100
IOGPM. IMP
n%W lO@U 2waOSHt
N€t Olrche.go (qpm)
10
L6gond
3yd.a,k:
o@r,&drr
orOm
@Orenco,ffi
)
Prn6tto6
Fdtddel Head Lo!.6
Mlnlmum Pumo Rooulrcmonb
't5
PumDDaln
fnstol
Telepho
License
Bonding
(Title os shown on DEQ licensc)
3r/
Standord System_
Site Locotion (Street aa
FOR OFFTCE UsE ONIY
MU5T BE IN INK
Twnshp-il ff
Alternotive
sectiorySZ ,2.9/ ToxLot /?/
DET ArL SySTEM SrrE PLAN (A5_BUTLT*)
(PEN ONUY)
(Signoture of Licensee)
ff Instqlled by Owner-
(Dotc)
system Capacity_:/52 _gol/day Signotur
Scole =
N
*ATTACH MATERIALS LTST
-Needs
Corrected
Corrected Dote_
Dot o
(Signsturc of Orvner)(Dotc)
Nome & Address of person(s) to receive form:
VICINIry AAAP
N
TN5TALLATION RECORD &, CERTTETCATE OF SATI5FACTORY COMPLETION whenisigned by the County's Environmental Heqlth Speciolisi
subsuifoce sewoge disposol system ot the obove locotion.
This certificoteis evidenceos per ORS 484.668 of sotisfocto ry completion of o
to: Lone county Lond Monogement Division, 3oio N. Delto Hvry Avenue; Eugene
To reguest inspection, return +his form ond the Moteriols List
H\LMD\SANITATION\FOR/JIS\As Bui tf Form.com
MATERIALS LIST
Required per OAR 340-07 I -0 I 70(3Xb)
LANE COUNTY ON.SITE SEWAGE DISPOSAL PROGRAM
Office: (541) 682-3754 Fax: (541) 682-3947
HI'
r -/-g- R- e3- s-AZ- n sJ-!t- rr-/4__
Owncr Installer
A PRIJ-COVER INSPECTION WILL 4IOIBE SCTIEDULED UN'NL TI{IS MATERIALS LIST & ACCOMPAIIYING
AS-BI.]ILT DRAWING ARE SUBMITTED TO THE LANE COI.JNTY ON-SITE SEWAGE DISPOSAL PROGRAM.
SEPTIC TAr\I(
NIfr.Type/I4ateriat Gallons' -
tr Water tightness tested after placement. Results rv/in allowed limits (Required)
E Riser (water tight) _ inches to ground surface (Required)
E Effluent filter - Mfr.
E Anti-buoyancy provided as per mfg. specs.
DISPOSAL SYSTEM {tl Std./Sapolite tr Cap fill* E PressurizedDist.. E Saud Filtert EiAlternative systems require additional infonnation/inspections
tr Curtin Drain - Depth of trench_ Depth of Outlet
E Effluent server pipe - Length_Diameter
tr Distribution material - Perforated pipe Dia._ ASTM_ln fi lkator/E eeZ zz d r ainl other
Materialtr DropiDistribution box installed - Mfr.
EDisposalTrench-Totalr"ngtt EhE Drain media - Total depth_ Depth below
PUiVIP INSTALLATION RECORD flF A}PLICABLE)
Mf..& Mod"l
Punrp Installer
E Pump & float switches installed -
D Audible-visual alarm installed &'
E Pressure pipe - Diameter ASTM
E Hydrosplitter
Comments
I undcrstand that I am responsible flor the satisfactory completion ofall required testing, conections, & Iinal covct oftho system
rvithin 30 days ofcompletion. I ccrliry that consfuction described above complies with thc requirements ofOregon Administrative
Rules Chapter 340 & the permit issued by the LANE COUNTY ON-SITE SEIVAGE DISPOSAL PROGRAM.
INSTALLER'S SIGNATI.'RE DATE
A'I'TACII TO AS-BUII,'I
tested - Location_
t I:\LMD\SANITATIONV.oms & HmdoursMaterials List.doc
-IA.f,rSS, cA._c,a,Fol\_ g5(o}
.ta
^J,J TSE
Engineering
Tri-State Engineering, lnc.
12810 NE 178th Street
Suite 218
Woodinville, WA 98072
425.481.6601
The tn-rss drawing(s) referenced below have been prepared by Tg Slry Engineering under my direct super'"ision
based on the parameters provided by The Trusi Company (Eugene)'
Pages or sheets covered by this seal: I12913710 thru112913717
My license renewal date for the state of Oregon is December 3l'2020'
Re: J10309594
Mica McOmber Construction Inc-
tN
11822PE
OSEGON
7r1 6182
August 2,2019
Terry Powell
The seal on these drawings indicate acceptance of professional engrSing responsibilily solely for the
ffuss c.mponents shownllhe .ui uUrtiry and use of this component lor any particular building is the
;#;tbil-, oill'e b"ilding designer' per '\NSIiTPI I
/'
1129137',l0
26-1-12
I
6x8 \\
10
ST10 sx4 ll
11
19 18 17 16 15 14
4x5 = 3x6 ll 3x6 ll 4x5 -
3x6 ll 3x6 ll sx8 \\
Eugene,12-a-12
6xB
s.oo iit' 3x6 ll
Scale = 1:82 6
ST3 6xB =
3xO ll
3x6 =
5
3x6 =6
6x8 lz
4
3x4 ll
oto
24
5x8 /z
4x5 =
4x5 =
22
6xB = 21 20
6x8 -
nvril
SPAC|NG- 2-0-o
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress lncr YES
Code lRC20l5/TPI2014
cst.
TC
BC
v!ts
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Attic
in (loc)-0.07 23{.13 230.01 14
-o.07 21-23
Ydefl
>999
>999
nla
2685
Ud
360
240
nla
360Malrix-MSH
0.31
0.34
0.43
Plate (x,Y)--
LoADING (ps0TCLL 25-O
(Roof Snow=25.0)TCDL 8.0BCLL O.O
7.0
LUMBER-
TOP CHORD 2x4 DF No.2.Except-
T2,T4: 2x8 DF SS
2x10 DF SS
2x4 DF Stud -Except*
OTHERS
W5: 2x4 DF No.2
2x4 DF Stud
[11:0-2-0,G1-41, [1 [1 123:0-2-8 ,0-2-81,
PLATES
MT2O
GRIP
220t195
BRACING.
TOP CHORD
BOT CHORD
JOINTS
Structural wood sheathing direcily applied or 5-3-2 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 7-8.
Rigid ceiling directly applied or iO-0-O oc bracing.
1 Brace at Jt(s): 25, 26
Weight: 314 lb Ff =2oo/o
RENEWS: 12t31t2o
August 2,2019
BOT CHORD
\ /EBS
REACTIONS,
(b)
[/iTek cross bracing
be insta lled d urin truss erection in accordance with Stabilizer
All bearings 1 6-5-8 except 0t=length) 24=O_S-8, 2 1 =0-3_8.MaxHoz 2a=-237(lca)
Max Uplift All uplift 100 tb or less at jojnt(s) 24, 14, 17 ,16 except 19=_216(LC 4),
18=-223(LC 14), 15=-564(LC 16)
Max Grav All reactions 250 lb or less atjoint(s) 18, 17, j6, 15 except i9=587(LC
1 7 ), 2a= 1 37 1 (Lc 1), 1 a=1 621 (LC 1 6), 21 = 1 27 3(tc 1 4)
f9le^fi_: jb) - Y1*.g_.1?.rN:* Ten. - A[ forces 2so (tb) or tess excepr when shown.TOr' CHUBD 1-2=457 to, 2:J=-499ft5 ^324=-1a3st}a', i}=-1084n23, 5_6=-547 t1 1s, 6_7=_45ot137 ,7_a=-.19et^v:t.8-9=_s3a/137,9_14=_1089/149, 1O-11=_i304ti34,t1.i,)=_+ZSi61,'- -^-- 12-13=-_Qe^oQi
BO r CHoRD 1-24=OrU9, 23-24=-125ttQ8a, 2t-23=-62t1016, 21-22=-62t1016, 20-21=-62101619-20=-62t 1o1 6, 1'_.19=_3st97 2,^17 -1 B=_35t97 2,,16-17 =-3,ts7 2, I S_ta=_sstsi z,14-15=451972, 13-1 4:13t3ia ^
\A/EBS- 5-43=-8ii.t5s,2s-43=-80,154,25_26=-806/156, s_26=_867t194,3-24=_944t0,
11-14=-99^il60
NOTES^- '
1 ) rqhc: nscE z-t o; vutt=t zomptr (3-se4c,rd :L5t} vasd=gsmph; TcDL=4.8psf BCDL=4.2psf; h=25ft; cat. ili Exp B; Enctosed;
$ffiT!:t;;"*)
gable end zone; cirltileier left and right exposed ; end verticat r"tt "nilight "*po.ed; Lumber DoL=1.60 plate
2)?ris'iSesignedfor;r'ilL-lidd:.inthep?rdqnctrussonly. Forstudsexposedtowind(normal totheface),seestandardlndustry
^. _G*3r_.119"]rits as appticaite_,.or cbi-2u {L,ar+ieo Ouiroi'ng Oe"signer as per ANSt/Tpt .1.
3) ]C-L-L:-A-S:E 7-1O; Pt-ts_O Ff (ftar roof snow); Categot ii;"exp B; parrialy Exp.; Ct=1..1O4) Prouoe adequate o?ainafre-t5 prevent water pondingi ' '
5) All plates are 1.Sx4 MT2O unless otheMise indicatei.6) Gable studs spaced at 1-4-O oc.
7) This truss has been designed for a 1 o.o psf bottom chord live load nonconcurrent with any other live toads.8) * This truss has been designed for a.live |oad ot zo.ofsi on inu ootto, chord in all ar"as where a reaangle 3-6-0 tail by 2-o-o widewill fit between the bottom chord and any other memO"r.. - - -
9) Ceiling dead toad (5.0 psf) on memOerlj;. 4-5, 9_.10, S-43. 2543,25-26, 9_26; Wail dead toad (s.OpsD on member(s).4_23, i O_19c&hfigEaffbg,&lye load (40.0 psfl ano additional ootto,
"no-ro'i*o toad (10.0 pso apptied onty to room. 21_23, 19_21
OSEGON
7rl 6182
A
theTRUSSco,rruc.
7
1
43 25
truss
is
WARNING.
This is based
Job
J1030959A
lTruss
lo,o.
lTruss
Type
loeer-e I l* ,H McOmber Construction lnc.
Reference (optional)
112913710
2019TheCo., Eugene, OR 97402
ID:
NOTES-
1'l ) Provide mechanical connection (by others) of trss to bearing plate capable of withstanding 100 lb uplift at joinl(s') 24, 14,1 7, 1 6 except (ji=lb) 19=216, 18=223, 15=s64.
12) Graph ical purlin representation does not depici the size or the orientation of the purlin along the top and/or bottom chord.
1 3) Attic room checked for U360 deflection.
LOAO CASE(S) Standard
I wnnune - vuity d$lgn paamb' ad READ NOTE' oN THIS AND INCLUDED MTTEK REFERENCE PACE Mll-7473 BEF1RE UsE.
Design valid tor use only with MiTek connectoc. This design is based only upon parametere shown, and is foran individual building component.
Appli@bility ofdesign paramentere and props incorporation ot component is restDnsibility of building designer- not truss designer. B6cing shown
is for lateEl suppon of individual web memb€c only- Additional temporary bracing to insure sbbility during conskuction is lh6 responsibillity of the
erector. Additional pemanent bracing of the overall strudure is lhe responsibility of the building designer. For geheral guidance regarding
fabri@tion, quality control, storage, delivery, erection and bracing, consult ANSUTPI1 OuslityCribda, DS&89 and Bcsll Building ComporEnt
Sal€ty lnlomailon available from Truss Plate lnstitute, 583 D'Onofrio Drive, Madison, Wl 53719.
A
theTRUSSco.ntc
Job
J1030959A
lTruss
l-lrruss
Type
r'Jtic
loty lPly lMi€ Mcomber construction lnc.ttt
l'o | ' lroo *"r"rence (oot,nat)
tl2913711
I 240 s Jun I 201 MiTek lnc.
26-1-1212-8-12
Scale = 1:77.0
6
6xB 6xB
g.oo liz
3x6 -
6xB //
3x6 -
I
4
6x8 :\
I
4x5 /z 4x5 \\
10
LOADING (psf)
TCLL 25.O
(Roof Snow=25.0)TCDL 8.0BCLL O.O
LUMBER.
TOP CHORD
BOT CHORD
\A/EBS
1.5x4 ll 2
2x4 DF No.2'Except*
T2,T4:2xB DF SS
2x1O DF SS
2x4 DF Stud -Except.
V16: 2x4 DF No.2
1.5x4 ll
'11
12
d Io
18
5x8 lz
4x6 ll
17
4x8 I
16 15
8x10 MT18HS =
8x10MTl8HS =
4x6 ll
5x8 \\
14
4xe ll
PLATES
MT2O
MTl8HS
GRIP
220t195
220t195
RENEWS:12t31t2o
August 2,2019
BRACING-
TOP CHORD
BOT CHORD
\ /EBS
JOINTS
Weight: 283 b Ff =20%
Structural wood sheathing directly applied or 2-2-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 6-7.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Rowat midpt 3-18, 10-13
1 Brace at Jl(s): 19, 20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
lnstallation guide.
REACTIONS. (lb/size) 18=1704/0-s-8 (min.0-2-2),13=1704/0-5-8 (min.0-2-2)
Max Horz 18=237(LC 5)
Max Grav 18=1976(LC 2), 13=1976(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2981151 ,3-4=-248410,4-5:1 839/0, 5€=-371 t283,6-7=-971505, 7 8=-3641292,
8-9=-640/0, 9-10=-2483/0, 1G1 1:299/153BOT::{OPr 17-13.eBlq 16-17=011917,15-'16=0/'1917, 14-1s=011917,1}14=0/1687\/€Bs- - - - 3-17=-39t363:4-17=ot1oi4E-79--2198/0,'19-20:2190to,B-zo=-22o8r0,9,14=o/1053,
t o-14-/c,351, 3_18=-2613/0, I 8-13=-2512tO
NOTCS-
1) yUnq:A,SQE 7-10; Vult=120mph ($.second gusi Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf: h=2sft; Cat. ll; Exp B; Enclosed;
UIWFF?S (envelope) gablc end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plategr,?roL=1.60 ^ : ^
2) TCU.:,ASCE 7-10; Pl=25.O psf (flat roofsnow); Category ll; Exp B; Partially Exp.; Ct=1.10
3) :rovic: adequate eainaJet3 prevent?at!r ponding.
4) Aliilatei are MT2dflaies unless othe-rwiseinticated.
5) :I:slDSs has been designed for a 1o4?{{ettem chord live load nonconcurrent with any other live loads.
6) - This triq,F has been designed for a liie^lqat of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the borlom chgrd and any other members.
7)C€il;rgdeadload(t.0 lisrtlimemberjr.a:5:a.9,5-19, 19-20,8-20; Wall deadload(5.0ps0onmember(s).4-17,9-14
8) Bc*fo6 ap16 live load (40.0 psO and addilonal&ottom chord dead load (10.0 pso applied only to room. 14.17
9) 3raphicltfpurlin repJcsintati3n does not depict the size or the orientation of the purlin along the top and/or botlom chord.
10) Attrc room checked for Ua60 deflection.
LOAD CASE(S) Standard
'19
1.5x4 ll
t+tl I I Ll
SPAC|NG- 2-O-O
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress lncr YES
Code lRC2015/TP12014
cst.
TC
BC
\/B
OEFL.
Vert(LL)
Vert(CT)
Hoz(CT)
Attic
in (loc)
4.44 14-17
4.68 14-170.03 13
431 14-17
Ydefl L/d
>856 360
>560 240
nla nla
625 360N4atrix-[/SH
0.82
o.75
0.94
1'16t82
I WnAnNA - v*ty deslgh paaffib9 ahd READ NOrES ON THIS AND INCLIJDED MITEK REFERENCE PAGE Mtl-7473 BEFORE uSE.
Design valid for use only with MiTek connedoB. This design is based only upon parameleG shown, and is foran individual building componenl.
Appli€bility of d€sign pammenlec and proper incorpoEtion oI component is responsibility of building designor - nol truss d6sign6r. Bracing shown
is for latecl suppod of individual web membeE only- Addilional temporary bracing to insure stebility during 6nst!ction is the responsibillity oI the
erector. Addilional permanent bracing of lhe overall structure is the responsibility of the building designer. For general guidance regarding
liabd€tion, quality control, sto€ge. delivery. erection and bracing, consult ANSUTPI1 OualityCdt rh, DSB-89 8nd BCSI1 Building Compomnt
Saftiy lnbmatlon available from Truss Plate Institute, 583 D'Onofrio Driv6, Madison. WI 53719.
A
theTRUSSco.tNc.
, 57-3 , 910{ i1-1G13, , 154-0 , 2G8-0 23-!A 21-1-Z , 30-1-13 , 34-0-0 ,36-G0 ,
s-7-3 ' a3-1 '2-Gsd*rs 2-7-4 ' s-4,0 ' 2-7.4 d9-152-0,9' 4-3-1 ' $7-3 '2-0-0'
7
1 'rfl//\l
Plv
2
[russ
l*n*
I I russ
I
IATTJC
I
Job Type
0309594 1
Eugene, oR 8.240 201
12-8-12 26-1-12
1.5x4 I
2-7-4 2-O-95,7-3
1.5x4 ll 2
18
SxB /z
4x5 ll
S@le = 1:77.0
s.oo F
6xB
'l
6xB
3x6 =
I56xB lz
4
6x8 \\
4x4 ll 4x4 ll
10
1.sx4 ll
11
'13
4x5 ll
5x8 \\
'12
o
4xB ll
't6 15
7x10 MT18HS =
7x10 MT18HS =
$1G4
Offsets
LoADING (pso
TCLL 25.0
(Roof Snow=25.0)
TCDL 8.0
BCLL, O.O
BCDL
PLATES
MT2O
MT18HS
GRIP
2201195
2201195
LUMBER-
TOP CHORD
BRACING-
TOP CHORD
BOT CHORD
JOINTS
2-0-0 oc purlins (5-10-6 max.)
(Switched from sheeted: Spacing > 2-0-0).
Rigid ceiling directly applied or 6-G0 oc bracing.
1 Brace at Jt(s): 6,7,19,20
Weight: 566 lb Ff = 2oo/o
OSEGON
7fl6tn
RENEWS: 12t31t2o
August 2,2019
BOT CHORD
\AlEBS
2x4 DF No.2 *Except'
T2,T4:2x8 DF SS
2x1 0 DF SS
2x4 DF Stud *Excepl'
\ 5: 2x4 DF No.2
REACTIONS. (lb/size) 18=2556/0-S8 (min.0-1-9), 13=2556/0-$8 (min.G1-9)
MaxHoz 18:356(LC6)
Max Grav'18=2964(Lc 2), 13=2964(Lc 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-341115O,2-3='4471227,3-4:372610, 4-5:275910,5-6:5571425,6-7--145n58'
7 -8=-5461 438, 8-9:27s9l0, 9- 1 0=-3725/0, 1O-1 1:4481229, 1 1-1 2:3421 1 54
BOT CHORD 1-18=-781293, 17-18=01271s, 1e_17=O1287s, 1*16=012875, 1+15=012875,13'14=ol253O'
12-13=411294
\ /EBS A17--591544,4-17=011581, +19:3298/0, 19-20:328410,8-20:3311/0, *14=011579'
1 o-1 4=-60/546, *18=-377010, 2-18:26811A9,1 1 -'1 3=269/1 08, 1 0-1 3=-3768/0
NOTES.
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-O oc, ?xO - 2 rows staggered at 0-9-0 oc.
Botlom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc.
\ /ebs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) seclion. Ply to
ply connectlons have been provided to distribute only loads noted as (D or (B), unless otheMise indicated.
3) Wnd: ASCE 7lO; Vult='l2omph ($second gust) Vasd=gsmphi TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. Il; Exp B: Enclosed;
MWFRS (envelope) gable end zone; cantilever lefl and right exposed ; end vertical lefl and right exposed; Lumber DOL=I.60 plate
grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll: Exp B; Partially Exp.; Ct= 1.'1 0
5) Proviqe adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless olheMise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads.
8) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 iall by 2-0-0 wide
will fit between the bottom chord and any other members.
9)Ceilingdeadload(5.0psoonmember(s).4-5,8-9,5-19,19-20,8-20; Walldeadload(5.0psf)onmembe(s).4-17,9-14
1o) Bottom chord live load (40.0 psO and additional bottom chord dead load (10.0 psf) applied only to rcom.14-17
1 1) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Attic room checked for U360 deflection.
LOAD CASE(S) Standard
SPAC|NG- 3-0-0
Plate Grip DOL 1 .15
Lumber DOL 1 .15
Rep Stress lncr NO
Code lRC2015/TP12014
csr.
TC
BC
\/B
DEFL.
Vert(LL)
Vert(CT)
Hoz(CT)
Attic
in (loc)
4.33 1+17
4.51 '14-17
0.02 13
4.23 14-',17
Ydefl
>999
>746
nla
834
Ud
360
240
nla
360Malrix-MSH
0.69
0.62
0.46
I Wennne -Vrity deslgn Fnneuaild READ NOIES ON rH/s AttD INCLUDED gtrEK REFERENCE PAGE Mtt-7473 BEFaRE UsE.
Design vatid for use only with MiTek connectoE. This design is based only upon paEmeteE shown, and ls foran individual building @mponent.
Appli6bitity ofdeslgn paramente6 and proper incorpoEtion ofcomponenl is responsibility of bullding deslgner- not hss designer. BEcing shown
is for lateral suppon of individual web membeE only. Additional tempo€ry bracing to insuro sbbility during construction is the respoNibillity of the
erectol AdditiohalpormanentbracingoftheoveEllstructureisthercsponsibilityofthebuildingdesigner.Forgeneralguidanceregarding
fabri@tion, quality control, storage, dalivery, erection and bracing, consult ANSffPll O€lityCtitqh, DSBag and BGSI1 Building Compomt
Sabty lnfomatJon available from Truss Plale lnstitute, 583 D'Ono{rio Drive, Madison, Wl 53719.
A
theTRIISlico.tuc.
14
4xB ll
lTruss
l^.ou
lTruss Type
l*"..
Job
J1030959A
Qty
1 1
1""
112913713
Truss Co.,8.240 sJun 82019MiTeklnduskies, lnc. ThuAug I 16:411122019 Page I
I D: hVy3sfxyi5bbGAnTTtYwxafzPYw-jdKckN QGm GbToyyvsqe I hZNk?B5Hj16RGzdsRNys9a5
12-8-12
6x8 =
24-1 -3
.' 3x6 ll
ST1 1 Scale = 1:86.0
s.oo FZ
3xo
6x82 5
sxo ll 7
fl,t
21
6x8 =
20
6xB =
6x8
6 3x6 =
9
6x8 \\
10
3x4 ll
27 26 25 24 23 22
SxB /z 3x6 ll 3x6 ll 4xS =4x5 = 3x6 ll
3x6 ll
3x4 ll
11
d,
d
a
12
19 1A 17 16 15 14
4x5 = 3x6 ll 3x6 ll 4x5 =
3x6 ll 3x6 Il sx8 \\
l.y
\
1F
Plate Otfsets (X,Y)- [3:0-2-0,0-1-4],
LOADING (psD
TCLL 25.O
(Roof Snow=z5.0)TCDL 8.0BCLL O.O -
BCDL 7.O
LUMBER.
TOP CHORD 2x4 DF No.2 "Except-
T2,T4:2xB DF SS
2x l0 DF SS
2x4 DF Stud *Except'
V16: 2x4 DF No.2
2x4 DF Stud
-41, [ 13:0-3-5,Edge), 11 4:0-2-8,U2-81, [ 9:G.2-8,0-2-8],
BRACING-
TOP CHORD
GRIP
2201195
Weight: 335 lb FT = 20%
Structural wood sheathing dkectly applied or G0-0 oc purlins, except
2-0-0 oc purlins (&G0 max.): 7-8.
Rigid ceiling directly applied or'10-0-0 oc bracing.
1 Brace at Jt(s): 28, 29
MiTek recommends that Stabilizers and required cross bracing
be installed during lruss erection, in accordance with Stabilizer
lnstallation quide.
PLATES
MT2O
BOT CHORD
\liEBS
BOT CHORD
JOINTS
OTHERS
REACTIONS. All bearings 32-0-0.
(lb)- Max Hoz 27=237(LC 5)
Max Upln All uplifl '100 lb or less at joint(s) 14, 25, 1 6 except 22:117(LC 8),
1 s:1 1 1 (LC 9), 27:104(LC 4), 23:908(LC 14), 26:302(LC 1), 18-so8(Lc 1a),
15:302(LC 1)
Max Grav All reactions 250 lb or less at joint(s) 25, 26, 16, 15 except 22=1299(LC- 16),-1s=12s2(Lc 17),27=1o4o(LC 1), 1a=1040(Lc 1), 14=1040(Lc 1),24=461(LC
- - -: -^ -- -i+-1,ltz=a6111"r0,
FoR;;;. - tto) - t,tax. Co;r,p;**. ,"n. . irit"rcet 250 (tb) or tess except when shown.
TOD CHoRD 2-3=-?5ala^:34:662/1 63, 4-5:686/1 65, 5-6=-5671112,6-7:5201127,7-8=-4391124,
8-9=-569/1 20, 9-1 0=-68fi it, 1 *1 1:662h 48, 1 1 -12=-259156
BOTCHaRIT 26-27=-1701529,25-26--170152* 24-25:17o1s29,2T24=-17A1529,22-23=-1701529,
21-22=-1ii1472,2G21:1181472,19-20--1181472,18-19=-751529,17-18=-751529,
rc-n =it 6t'zg, 1 s-16--7 sts2s, 1 4-1 s:7 st 52s
\A/E35' - - ^ *22=-3601 190, 1G19:353/141, +27=-565177, 1 1-14=-565/70
No+d. - :--
1) ;Vihu: ASCE 7-10; Vult=12Omph ($selcJiri -gtis! Vasd=9smph; TCDl=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; Enclosed;
MWFRS (envelope) gable end zone; cadibver left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
orio DOI=1.60
2) Truss designed for wind loads in the plane cJ the truss only. For studs exposed to wind (normal to the face), see Standard lndustry
-Ctbile'ErE Details as-applic+le, or consilit qOaiified building designer as per ANSI/TPl 1.
3) rCt.l-'-"ASCE7-10;Pt=25.0Esf(flatroofsnow); CategoryIl; ExpB; PartiallyExp.; C1=1.10
4) Provide adequate drCr=Oeto prevent water ponding.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 1-4-0 oc.
7) This lruss has been designed for a '10.0 psf bottom chord live load nonconcunent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
willfit between the bottom chord and any other members, wilh BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss lo bearing plale capable of withstanding 100 lb uplift at join(s) 14, 25, I6 except
c"'{il"=lB#ffi bl6el 2=1 1 1' 27=104' 23=eo8, 26=3Q2, 1 8=e08, 15=302 RENEWS:12131120
August 2,2019
SPACING- 2-0-0
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Siress lncr YES
Code lRC2015/TPl20'14 Matrix-MSH
cst.
TC
BC
l/!B
0.3'l
o.22
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc)
4.09 19-22
412 19-22
0.01 14
t/defl
>999
>999
nla
Ud
360
240
nla
1116w2
I WaAnNA - unity d€slgo paatub' aDd READ NOTES ON THIS AND INCLUDED MITX REFERENCE PAGE Mtl-74n BEFOFTE USE.
Design valid for use only with Milek connectoE. This design is based only upon paEmeteE shown, and is for an individual building component.
AppliGbility of design pa6menters and proper inoryoEtion ofcomponent is responsibility of building designer- not truss designer. BBcing shown
is for lateEl suppon of lndividual web membeE only. Addilional temporary braclng to ins!re sbbility during constructioh js the responsibillity of the
eredor. AdditionalpemanentbcdngoftheoveEllstruclureistheresponsibilityoflhebuildingdesigner.Forgeneralguldanceregarding
fdbriGtion, quality conrol, stoGge, delivery, erecuon and bEcing, consult ANSyTPII OElityCnhna, DSB-89 and BCSI1 Buildlng Cqmponenl
S*ty lnfomadoh available from Truss Plate lnstiute, 583 D'Onofrio Drive, Madson, wl 53719.
A
theTRUSSco.rxc.
4
NOTES.
10) Graphical purlin representation does not- 1 1) Aflic room checked for L/360 deflection.
LOAD CASE(S) Standard
depict the slze or lhe orientation of the purlin along the top and/or bonom chord.
t12913713
A
theTRUSSco.lttc.
WARNtttc - Vottty des&m rEanet,3 and READ NOTES ON THA AND INCLUDED utTK RtrERENcE PAGE Mll-il73 AEFGE USE.
bracing. consult
583 D'Onofrio Drive,fabdcatron, quality control, storage,
Saiety lnfomatlO available from
A
tsand
elector.Comporent
Madison,lnstitute,
and isuse onlywith MiTek connectoE. This is based upon paEmeteB
structure is lheofthe
erection and
I
designer.
t129137 14lnc.
SupPorted Gable
1030959A
co., Eugene,
Jun
ID:
10
11
20 19 18 17 16 15 14
Scale = 1:45.4
4x4
8
e.oo l1t 5
4
12
2
13
Tc5
.1 3x4 \
3x4 //
25 24 23
3x6 =
22 21
PLATES
MT2O
GRIP
2?Ol'195LOADING (Psr)
TCLL 25.O
(Roof Snow=25.0)
TCDL 8.0
BCLL O.O
7.0
LUMBER-
TOP CHORD 2X4 DF NO.2
BOT CHORD 2x4 DF No 2
OTHERS 2x4 DF Stud
Weight: '111 lb Ff = 20%
Structural wood sheathlng directly applied or 1O-O-O oc purlins'
Rigid ceiling direclly aPPlied or 6-0-0 oc bracing.
7'1 G'82
REACTIONS' All bearings 1&G0
(,r-
il:Xffili'fi-J;,l,lt".ilr",ressatjoinr(s) zo,21,zz,zs,is,17,16,14except23=-120(Lc5),
15:114(LC 4)
MaxGrav ru'""It-io-n'isoroorlessat joint(s) 19'20'21'22'23'25' 18"17' 16' 15' 14
FORCES, (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown'
NOTES-
1) Wnd: ASCE 7-10; Vult=1zomph (}second gust) Vasd=gsmph; TcDL=4.8psf; BCDL=4 zpsf; h=25tt: cat. ll; Exp B; Enclosed;
MWFRS (envetope) gebte e,d;;;;;;ii6;r tLfl and right exp"Ii-, ""irJrti."r
left and risht exposed: Lumber DOL=1 60 plate
,, ?.rl,j*i"t$ ,", -ra a"a:, in the pranacrr the-tr..." o-n.y For studs exposed towind (normal to the face)' see standard lndustry
Gable End Details as-a?pli--zhf", ol"-"[t-urt qu':ned building-designer as per ANSI/TP'l 'l
..t ffli-;-oii"el-io,'ptiio;.itn"i rootlno'ili; catesory ll; Exp B; Partiallv Exp; ct=1 10
li lu:i'"t". "r" 1 5x4 MT2o unless other^t: -'1'li:ated'
3l ff.,1f;i*":"l,ii!l::;.fi3Ji;, " 1o.o psf botiom ch*li:I""d nonconcurrent wirh anv orher rive roads.
7) * fh;s iruss has been o"1,gn"o1ol "
tir"'ioad ot 2o.opsf on tt'" u"tt", "n"iJ
in all areas where a reclangle 3-6-0 tall by 2-0-0 wide
,,;:j"H""""*lfj:U[:,Jliilir?,+1;tl[,*""ffi::',ns prate capabre orwithstandins 1oo rb uprin at joint(s) 20' 21' 22'25'18'
' 'ti.1a, M except caJb) 23='120.'15=114'
9) i;ris:qndard beaiing condition Revils '-eluil:d'
LO4P -C43E(S) Standrrd - - -
RENEWS: 't2t31t2o
August 2,2019
I WnnnNA -V",ttf d€stgn FErcteB and READ NOIES ON fHlS AND INCLUDED MTTEK REFERENCE PAGE Mll-7173 EEFORE USE.
Design valid lor use only with MiTek connectors. Thjs design is based only upon paramele6 shown, and is foran individual building comPonent
Applicabitity of design p;ramenters and proper incorporalion ofcomponent is responsibility of building designer - not truss designer. BEcing shown
is fbr hterai supporiof individual web members only. Additional temporary bracing to insure sbbility during construction is the responsibillity ot the
eredor. Additional permanent bracing of tho overall structure is the responsibility of the building designer. For general guidance regarding
Iabricaton, quality control, storage, dahvery, ereclion and bracing. consult ANSUTPII Oulity Cdbfia, DSB{9 8nd BCSII Building Componfft
S€ffy lnfomslbn available from Truss Plat6 lnsutute, 583 D Onofrio Ddve, Madison, Wl 537.l9.
A
theTRUSSco.rNc.
DEFL.
Vert(LL)
Vert(Cr)
Hoz(CT)
in (loc) Vdefl Ud
nla - n/a 999
nla - nla 999
-O.Oo 14 ^la nla
csl.
TC
BC
v1iB
0.09
0.09
0.17
sPAclNG- 2-o-o
Plate GriP DOL 1.15
Lumber DOL 1.15
Rep Stress lncr YES
code lRC20'15/TP12014
recommends and cross
be installed d uring truss erection in accordance with Stabilizer
7
6
s
3
BRACING-
TOP CHORD
BOT CHORD
Matrix-sH
Plv
1
Iruss Truss Type
Common
lQtY
t,
Job
J10309594
oR 97402
2x4 DF No.2
2x4 DF No.2
2x4 DF Stud
18-0-0
4-8-15 4-3-1
Scale = 1:46.24x4
1.5x4
3x4 lz
2
3x4 -
s.oo Ii,
3x4 ll
3
10
3x6 =
9
3xg =
1.5x4 ll
6
18-G0
3x4 ll
leo.{d
3x48 = 3x4 \
8,0{
LOADING (psf)
TCLL 25.O
(Roof Snow=25.0)TCDL 8.0
BCLL O.O
LUMBER.
TOP CHORD
BOT CHORD
\A,EBS
PLATES
t\itT20
GRIP
220t195
RENEYI/S: 12t31t20
August 2,2019
BRACING.
TOP CHORD
BOT CHORD
Weight: 92 b Ff = 20o/o
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (lb/size) 11=716/G5-8 (min. G.1-8), 8=716/0-5-8 (min. 0-1-8)
MaxHoz 11=141(LC5)
Max Uplift I 1:86(LC 8), 8=-86(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
BOT CHORD
V1/EBS
3-4=-566/1 23, 4-5:566 I I 23
1 G1'l =-1 07/5 18, 9-'10:107/518, 8-9:35/499
4-9=-52131 5, 3-1 1 :564/91, 5-8:564/90
NOTES-
1) Wnd: ASCE 7-10; Vult=120mph (3-second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. lli Exp B; Enclosed;
MVVFRS (envelope) gable end zone; cantilever left and right exposed ; end ve(ical lefl and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL: ASCE 7-10; Pt=25.o psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct= 1.1 0
3) This truss has been designed for a 10-0 psf bottom chord live load nonconcunent with any other live loads.
4) 'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any othe. members.
5) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 1, 8.
LOAo CASE(S) Standard
OEFL.
Vert(LL)
Vert(Cr)
Hoz(CT)
in
4.05
{.08
0.01
(loc)
9-1 1
9-1 1I
Ydefl
>999
>999
nla
L/d
JOU
240
nla
SPAC|NG- 2-0-0
Plate Grip DOL 1.15
Lumber DOL '1.15
Rep Stress lncr YES
Code lRC201s/TPI20'14
GSI.
TC
BC\a
Matrix-i,4SH
0.18
0.34
0.25
7t16t8?
1l wlnttntC - vatry doslgD padN* ild READ NoTEs oN lHls AND IN)LU1ED MITEK REFEREN,E PAGE Mlt-7473 BEFORE USE.
Design valid for use only with MiTek connectoc. This design is based only upon parameE6 shown, and is foran individual building component-
Applicability oI design paramenteE and proper incorpoEtion of componenl is responsibility of building designer - not truss desigher. BEdng shown
is for lateral suppod of individual web membeE only. Additional temporary bracing to insure sbbility during onstruction is the responsibillity of the
erector. Additionalpemanentbracingoftheoverallstructureistheresponsibilityofthobuildingdesigner.Forgenomlguidanceregarding
fabdcation, quatity ;ontrol, storage, d;livery, orodion and bracing, consult ANSyTPII Oullty C.ibri6, DS&89 End BCSI1 Euilding ComPoMt
Sdibty lrftmatDn available from Truss Plale Inslitule, 583 o'Onofrio Drivo, Madison, Wl 53719.
A
theTRUSSco. tttc.
4
7
lTruss
lPl
lT,'sE*
leissvoact
lQtv TPiv1,.1,
Job
J1 030959A
t12913716
Mi€ Mcomber conslruclion lnc.
Job Reference (ootional)
8.240 sJun 8 2019 MiTek lndustries, lnc.
lD: hvy3sfxytsbbGAnTTtYwxayzPYw-7C0lM PTS3Bzl tPh4XzC?,
Thu
5-4-O
4x4 Scale = 1:14.4
g.oo IJI
J
q
I
2 T.t:ldo t:dT
3x43x41.5x4
LOADING (pso
TCLL 25.O
(Roof Snow=25.0)
TCDL 8.0
BCLL O.O
BCDL 7.O
LUMBER-
TOP CHORD
BOT CHORD
\A,EBS
PLATES
lvlT20
GRIP
220t195
RENEWS: 12t31t2o
August 2,2019
2x4 DF No.2
2x4 DF No.2
2x4 DF Stud
BRACING-
TOP CHORD
BOT CHORD
Weight: 16lb Ff =2oo/o
Structural wood sheathing directly applied or 5-4-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
[IiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
lnstallation quide.
REACTIONS. (lb/size) 2=123t3-11-5 (min. 0-1-8), 4=123t3-11-s (min.0-1-8), 6=127t3-11-s (min. O-1-8)
Max Horz 2:38(LC 6)
Max Uplift 2:28(LC 8), 4=-33(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES.
'l) Wnd: ASCE 7-10; Vult=120mph (3-second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. Il; Exp Bi Enctosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and righl exposed; Lumber DOL='1.60 plate
grip DOL=1.60
2) TQLL:^ASCE 7-10;P:25 0 Fsf (flat roof snow); Category ll; Exp B; Partialty Exp.; Ct=1.10
3) :rhis tolss has been oesigned for grealer of min roof live load of 1 6.0 psf or 1 .00 times flat roof load of 25.0 psf on overhangs
ncn-ctr::nent with other live loads.
4) Gahre- recuires conli6'utu-s^bottom chrid. bearlni.
5) :his^t-lss has been dsii:r=d for a 1 0.0 psf bottom chord live load nonconcunent with any other live loads.
6) ' r hrs truss has been designed for a li?ilCadti2o.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-O-O wide
'fl {trr-t-/een the botlom chord and any othermembers.
7) TfoViue mechanical conrieglion (by others) of truss to bearing ptate capable of withstanding 1 OO lb uplift at joint(s) 2, 4.
8) See Standard lndustry Prggyback Truss Connection Detail for Conneclion lo base truss as applicable, or consult qualmed building-JUsl!ei.'
LOAD CASE(S) Staicard
^^aaaa
SPAC|NG- 2-0-0
Plate Grip DOL 1.15
Lumber DOL 1 .15
Rep Stress lncr YES
Code lRC2015/TPl20'14
cst.
TC
BC
\AE
Matrix-P
0.05
0.03
o.o2
DEFL.
Vert(LL)
Vert(CT)
Hoz(CT)
'in
-0.00
-0.00
0.00
(loc) Udefl Ud4 nt 1204 nlt 904 nla nla
7t16t82
I wlenNa - vw d@lga paffiffi dnd READ NofEs oN THts AND \N)LUDED MtfEK REFERENCE PAAE Mil-7173 BEFORE USE.
Design valid for use only with MiTek connectoc. This design is based only upon paramste6 shown, and is for an individual building component.
Applicability oI design paramente6 and proper incorporation ot component is responsibility of building designer- nottruss designer. Bracing shown
is for lateral suppon of individual web frembe6 only. Additionat temporary bracing to insure sbbility during construction is the responsibillity of the
erector. Additionalpermanentbracingoftheoverallstructureistheresponsibilityofthebuildingdesigner.Forgenoralgujdanceregarding
hbrication, quality control, storage, delivery, erection and bracing, consult ANSffHl O@lity Gihria, DSB-89 and BCSI1 Building CompoMt
Safefy lnfDmadff available from Truss Plato lnstitute. 583 D'Onolrio Drive, Madison, Wl 53719.
A
theTRUSSco. nvc.
3
4
5
1
lTruss
l*
I
Job
J't030959A
lotv
t,
lruss Iype
PIGGYBACK
Ply
2
8.240 s Jun 8The Truss co.,
4\4
5-4-0
5-4-0
5-40
T.lI
ld
Scale = 1 i14.4
3
s.oo li,
5J
!
2
.;1
o I;
3x43x41.sx4 li
SPAC|NG- 2-0-O
Plate Grip DOL 1 .15
Lumber DOL 1.15
Rep Stress lncr YES
Code lRC2015/TP12014 Matrix-P
DEFL.
Vert(LL)
Vert(CT)
Hoz(CT)
in
{.00
{.00
0.00
(loc) l/defl Ud4 nfi 1204 nlr 904 nla nla
LOADING (psf)TCLL 25.O
(Roof Snow=25.0)TCDL 8.0BCLL O.O
LUMBER-
TOP CHORD
BOT CHORD
\AEBS
2x4 DF No.2
2x4 DF No.2
2x4 DF Stud
BRACING.
TOP CHORD
BOT CHORD
Weight: 32 lb FT = 20%
Structural wood sheathing direclly applied or 5-4-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
PLATES
MT2O
GRIP
220t195
RENEWS: 12t31t20
August 2,2019
REACTIONS.(lb/size) 2=123M1-5 (min. G1-8), 4=1231U11-5 (min.0-1-8), 6=1271:+.11-S (min. Gl-8)
Max Hoz 2:38(LC 6)
Max Uplift 2:28(LC 8), 4=-33(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES.
1) 2-ply truss to be connected together with 'l0d (0.131'13') nails as follows:
Top chords connected as follows: 2x4 - 1 row at Gg-o oc.
Bottom chords connecled as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at G9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply conneclions have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wnd: ASCE 7-10; Vult=l20mph (3-second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; Enclosed;
MVVFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Pariially Exp.; Ct=1.10
5) This truss has been designed for greater of min roof live load of 1 6.0 psf or 1 .00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads-
6) Gable requires continuous bottom chord bearing.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a reciangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding '100 lb uplift atjoint(s) 2, 4.
1 0) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
?ilStn
I WaAnXe - Vuify d*lgn Fnreba and READ NOIES ON rHis AND INCL|DED MTTEK REFEREN?E PACE Mtt-7173 BEFoRE USE.
Deslgn valid lor use only with MiTek connectors. This design is based only upon parametere shown, and is foran individual building componenl.
Appli€bility of design paramenteE and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
isfor lateral suppon of individual web membe6 only. Addhional temporary bracing to insure stability during construction is lhe responsibillity of the
erector. Additional permanent bracing of lhe overall struclure is lhe responsibility of the buildrng designer. For goneral guidance_reqarding_ -. -
bbricarion. quatiry ;ontrol, stomoe, d;tivery, erection and bracing. consuh ANSUTPII O@lity Cfbria, OSB{9 6nd BCSII Bufldi.tg Compoml
Sgl€ty lnbmaion available fiom Truss Plate tnstitute, 583 D'onofrio Drive, Madison, wi 5371S.
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theTRUSSco.txc
tI2913717
csr.TC 0.03BC 0.01
\ /A 0.01
Symbols
PLATE LOCATION AND ORIENTATION
1 Center plate on joint unless x, y
o{fsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
g-1
For 4 x2 orientation, locate
plates 0- 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
* Plate location delails available in MiTek 20/20
software or upon r€quest.
PLATE SIZE
4x4 The first dimension is the plate
width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
I.ATERAL BRACING LOCATION
lndicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
lndicates location where bearings
(supports) occur. lcons vary but
reaction section indicates joint
number where bearings occur.
lndustry S'tandards:
ANSlffPll: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSIl: BuildingComponentSafetylnformation,
Guide to Good Practice for Handling,
lnstalling & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
| 6-a-8 | dlmonslons shown ln ft.ln.Blxt€enths
JOINTS ARE GENERAI-LY NUMBEREDIETTERED CLOCI(WSE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERgLETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-131 1, ESR-]352, ER-5243, 96048,
9730, 95-43, 96-31, 9667A
NER-487, NER.56.1
951 1 0, 84-32, 96-67, ER-3907, 94324
3
o
E.
I
O
(L
F
ot
IO
o-oF
J
4
f)58
r----l (Drawings not to scale)
2
TOP CHORDS
BOTTOM CHORDS
7
A General Safety Notes
theTRUSSco. INC.,
Failure to Follow Could Cause Propefty
Damage or Personal lnjury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCS|1.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative T, l, or Eliminator
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies ofthis truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly agajnst each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI l.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otheMise noted, moisture content of lumber
shall not exceed 1 9olo at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with flre retardant, preseruative treated, or green lumber
'10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
1 1. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
.13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at l0 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
1 5'. Connq"l,qns rtot snovir ate the responsibility of others.
16. Do no! cl]t or 6,tey' :u$s nlrmber or plate without prior
aOeroJal qr 2rlUn$',',"6r, '
17. lnstall and load vertically unless indicated otheMise.
'1 8. Use of green or trealal l rn\\e' may pose unacceptable
en. ironrl,ental, health.Jr perfor(,ance risks. Consult with
6r('rdct d,rfineer oeto{e u'sq I,'
I (l t .
19. Review Lll pJrtions ot\his de!;gn (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
2q Desigl asfumep l rqnufadr0ig in accordance with
, i NSln?r 1 Q|ality Cdter(r. i
@ 2006 MiTek@ All Rights Reserve'd, '
WEBS
itlt
a
((
(t
Ftsesc.r<tPTtvE Slopq 3ETBaclz_S
Ir
FACE OF
FOOTING
TOP OF
SLOPE
rJ Lt
L-.J
(
FACE OF
STFTUCTURE
TOE OF
SLOPE Hi3 BUT NEED NOT
EXCEED40FT MAX.
For S1: 1 foot = 304'8 mm'
Hi2 BUT NO'T EXCEED 15 FI. MAX'
' FIGURE 8403.1.7.1
FOUNDATIO-Ii CUENEUCE FROM SLOPES
TOP OF SLOPE
+
H
t
45'
Forsl: 1 degree = 0'01745 t11.,,,-r,*ua
ADJA.ENT
,7,1R403.).2(1ureFig
1TO1EXCEEDINGSLOPETOASCENDING
SEE IRC
FIGURE
R40s.1.7.1
ASSUMED
OF SLOPE
ELEVATION OF
TOP OF FOOTING
TOP OF SLOPE
EXCEEDING ONETO ONE
I
H
BUILDINGS ADJAGENT
Fiqure R403.1.7.2(2)
TO DE-SCENDING SLOPE
45' FROM HORIZONTAL
SEE FIGURE R403.1'7.1
For Sl: 'l degree'= 0.01745 rad.
r--