HomeMy WebLinkAboutALL DOCS - 14-00122 - 630 Wheafland Dr - SFRF-
CITY OF Certificate of Occupancy
REXBURG City of Rexburg
Department of Commu nity Development
35 N.1st E. / Rexburg, tD.83440
Phone (208) 359-3020lFax (20S) 359-3022
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Buifding Permit No: 14-00122
Applicable Addition of Code: IRC 2009
Site Address: 630 Wheafland Drive
Use and Occupancy: 630 Wheafland Dr - SFR
Design Occupant Load: N/A
Sprinkler System Required: No
Name and Address of Owner:
Contractor:
Special Conditions:
Brett Jensen Construction, Inc.
Occupancy: Residential, one-and two-family = 2,g6j.00 sq. ft.
Utility, miscellaneous = 680.00 sq. ft.
Unfinished basement (all use group) = 1,290.00 sq. ft.
This Certificafe, issued persuant to the requirements of Section 10g of the lnternational Buitding
Code, certifies that, at the time of issuance, this building or that portion of the buitding that wasinspected on the date listed was found to be in compliance with the requirements of ihe code for thegroup and division of occupancy and the use for which the proposed occupancy was ctassified.
Date C.O. lssued: 08 I ZZ I zota
C.O.fssued nr, @ ,Building Inspector:
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,modifications or additions be made to the building or any portion thereof until the building Official has reviewed andapproved said future changes.
Mechanical Inspector: \Fire Alarm: nla
Plumbing Inspector: \Fire Dept./Sprinkler: nla I nla
P&ZPublic Works: nla I nlaElectrical Inspector:
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CITY OF Certificate of Occupancy
REXBURG
Arnerica\ Fanily Community
Gity of Rexburg
Department of Commu nity Development
35 N. lst E. / Rexburg, |D.83440
Phone (208) 359-3020 t Fax (208) 359-3022
Building Permit No:14-00122
Applicable Addition of Code: IRC 2009
Site Address:
Use and Occupancy:
Design Occupant Load:
Sprinkler System Required: No
Name and Address of Owner:
630 Wheatland Drive
630 Wheatland Dr - SFR
N/A
Contractor:
I
Brett Jensen Construction, Inc.
Special Conditions: Temporary Certificate of Occupancy. The concrete pad
on the east garage door needs to be poured and the
house numbers need to be installed on the front of the
house before a certificate of occupancy can be issued.
Occupancy: Residential, one-and two-family = 2,961.00 sq. ft.
Utility, miscellaneous = 680.00 sq.ft.
Unfinished basement (all use group) = 1,290.00 sq, ft.
This Ceftificate, issued persuant to the requirements of Section 109 of the lnternational Building
Code, certifies that, at the time of issuance, this building or that portion of the building that was
inspected on the date listed was found to be in compliance with the requirements of the code for the
group and division of occupancy and the use for which the proposed occupancy uvas c/assffied.
Date G.O. lssued: 08 I Zl I lota
c.o. fssued ,r, & -,,, Buitding Inspector: -Vof-'i|,,&r-
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the building Official has reviewed and
approved said future changes.
?TM}POffiAreY
Fire Alarm: nlaMechanicattnspector: I.f , f-
,\ rh/)Pfumbing lnspector: -:_-b* j4-Y-
Electrical Inspector:
-F'AL,{-Q,
FireDept./Sprinkler: nla
P&ZPublic Works: nla
nla
nla
cll.Y 0t:
ITEXRURG
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'1}rr'riiiil I :,uri i lt ( lo*t:tt| tt t,
RESIDENTIAL BUILDING
35 N 1" E, RE,XBURG,ID 83440
208-372-2326
PARCE,L NUMBE,R:
PERMIT APPLICATION
SUBDrVrSrsr.J. Harvest He i g hts
(Addressing is based on the informadon _ must bc accurate)
Dwelling Units:_ parcel Acres: .58
( We will provide this for you)
UNIT#_BLoCK#4 LoT#11
OVTJER NilL[E Brett Jensen Construction CONTACT PHONE # EOB) 313-6736
PROPERTY ADDRE,SS:ll Au-iL*-- a,1 {-Ib.."; 9
PHONE #: Home (208) 359-9593 y7o1p 1 (208) 313-6736
OWNER MAILING ADDRESS:631 Aurumn CT 611y. Rexburg STATE: tD 71p.83440EMArL bjglggryIrygl eglai t. co m* I./\f(
APPLICANT (If other than owner) B
(Applicantifotherthanowner,aStatementauthorizingapplicant.
APPLICANT INFORMATION: ADDRESS
Zrc-- EMAIL
PHONE #: Home
CONTRACTOR; Brett Jensen Constrrction tNc.
MAILING ADDRESS:631 Autumn CT STATE lD 7p\344opHONE #: Home (208) 359_9593 57orp 6.1 (208) 313-6796
E MA I L bje."o"rtrrg9gr3!"". F AX_IDAHO REGISTRATION # & EXP. DATE RCE-7784
How many buildings are located on this property? None
Did you reccntll' purchase this ptoperty? E No E ycs (If yes, list prcvious owncr,s
Is this a lot split? [l NO E YES (Plcasc bring copy ofnewlegal dcscription ofproperq)
PROPOSL,D USE:Familv Res
(i.e,'SinglcF-amilyResidence,MultiFamilv'Ap"'.."'.@
Iir. t
l:*j:*)T.t.?l|Ti}T;i"tjllTSll]9llt*" ALrrHoRrzAIoN: -under penarty orpctjury, I hereby certty that r have read thisiijl*xi?x9ff::'3:;*1,':::H:.i:j:'.T:":',',:'-'.T*:*"i.-"1;*'j',"#j;*''il;?fJl#;T:'-'T#TJT:;Tlift:;H* ".i,?1,-Tf.':"1,fffff:lT;::ffi1:f;?":::ff:1,::",9::T:!:';,#il;ff';'i:X':';.*. T.J}::,-j".Tiiff#fit',T::j;','.'lJ^".i::::$::;r$:.T.,*'*sT;"ff:?IH"*l#n::.:::l::*::."1.:r:::i:';:iliJ &,'""sL':,'""ff:l;:?:'::iTi:*il$:,;for insp-ections purposes. NOTIi: The buitding' offi cial m"y ;";;k; ; ;rJ;;ulurrg orrlclal may rcvoke a Permlt on approval issued undet the provisions of the 2003 International iode inntation of fact in the application or on fhe blenq nn *,hi.t rL. r^-*i+ ^- ^--.-^__-l.",". oin'u rarse sltcment "'y,,#;:;;:"ffi:i;"il:";,ffffiTifftrTi"Tj';:Tffift'l:,1?';:T;,:ini:Hj:jT:Hi:i*1i;,startedtntffi} d^yilperf(y6if work stops for 180 days.
March 20,2014
DATEu1\\DWARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!r rvif Jr I Dlur" *E::"^il::.:::ll"l,:^T*i liig * fulr at the time of applica,r"" u"gi"*,,g kauary 1, 2m53,,o":i"*:*:.:i':.1,":?::":'.:r'h: pll:-1::.*r." ao",'ioi;;ili.-;i;"".'ffiffi**Building Petmit Fees ar. d'I at time'orappli";;;;;- **Building permits
"". #;:;;;11 :#:iff"", not crearx*
CITY 0F
Properly lines
["ach site plan that is surbmittecl to the ciq' of Rexburg for thc Builcling permit proccss requires that properq. lines
atc shov'n accuratclv' It is thc Devcloper's rcsponsibilirv ro corrcctlv identif,v on the site plan thc location of these
lines in ref-ercnce to thc public right-of-rvar', othcr adioining propern lines, the strccr, other structures ancl ail utilit'
lincs' The De'el'per shoulcl find propern' pins that arc sdll a'arlable at the lot in question. If these pins do not
crist or have bccomc unrecognizable then a new surve), shoulcl bc performecl.
l\ccuratc propert)' line informarion is a must for a timelv rc'icrv. In aclclition to finding existing propcrty pins, lcgal
dcscriptions should bc checkcd. Thc bcst way to iclcntifv propcrry linc locati6n is with a land sun cy. The City of
Rexbr-rrg i.ras acrial photos and a parcel line layer that can bc chccked, but thcy arc 'nly a tool ancl arc nor
guarantceci for accurac\'-' If lrru want to rcquest a cop),of yoi-rr krt, see the front counter at the communin,
Dcveiopment Departmcnt.
I havc rcacl and understancl thc abovc rcquircmcnts.
March 20.2014
>-tgnature I L.
Brett Jensen
u Builder
Printed Name
1)ate
! C)rvner or
REXBURG(\.'
.1nr:rirxi iirmilt (lnrnrunrty
Build Sofety Deporlmenf
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
cll) of
www.rexburg.org
Remodeling Yout Building/Home (need total constructions estimate, excluding fire, electrical, plumbing,
and Mechanical valuations) $
REXBURG(\
,.1p;rriiuls li:nlll t rrlllrirrrlr.
Residential
SURFACE, SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor 1\1s2 2161 Unfinished Basement area 1290
Second fTootfloft arc Finished basement arc2 8oo
Third floor/loft arca GaraEe 21q2 680
Shed or Ba Carpot/Deck (30" above grade)A
CommerciaI
Construction Type:Occupancy Type:
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
New Construction sa. ft.
Commercial Remodel sq. ft.
Commercial Addition sq. ft.
Utiliry, Misc. Private Garage sq. ft.
Storage sq. ft.
Multi-Family/Siagle Studeat If ousing
sq. ft. per unit
Manager Unit sq. ft.
EXE,MPTIONS F'ROM STATE RtrGISTRATION
As ofJanuary 1',2006, the City of Rexburg can no longer sell permits without having a copy of your State
registration number or your exemption from the State registration. Please send a copy of your state registration or
fill out this form showing your exemption and send it with your license renewal or your next permit application.
(Ihis list is a summari zatton of Idaho Code Tide 54 Chapter 5205, for full definitions of these exemptions please
see the State's website at u,rr,rv,iitol.idahcl.so\' / con t, h tm)
.
!
-
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Currendy State licensed pursuant to Tide 54 Idaho Code, Chapters:
3 Architects.
1 0 E lectrical Contractors/Journeyman,
1 2 E ngineers/ Surveyors,
19 Public \)7orks Contractors (exempt from fee only registration required),
26 Plumbing/Plumbers,
45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or
50 Installation of heating, ventilation and ak conditioning systems
Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable
acdviry with no wagcs or salary
Employee of a US Government agency (State, City, County, or other municipaliry)
Public Utility doing construction, maintenance, or development to its own business
Involved with gas, oil or mineral operations
Supplier doing no installation or fabricating
Contacting a project or projects with a total cost less than $2000
C)peration of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code
Any rype of warer districr operations
\7ork in rural districts for fire prevention purposes
Owner who performs work on own property or contracts with a registered contractor to do work as long as
the property is not for resale within 12 months
Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that
pfopefry
Real estate licensee/property manager acting within Idaho Code
Engaging in the logging industry
Renter working on the property where they live with the property owners approval
Construction of a building used for industrial chemical processing per Idaho Code
Construction of a modular building (defined by Idaho Code) to be moved out of state
coffect to the best of my knowledge.
March 20. 2014
Brett Jensen Construction
Print Name
n
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I here
Signature Date
t0
Building Sofely Deportmenl
City of Rexburg
Permit#
cl'tf otl
REXBITRG
N,
lrtr ri.a:i Jilrilii! (.ijDmrDir-r
35 N. 1" E., Rexburg, Id83440
Phone - Q08)359-3020 / Hodine - Q08)372-2344 / Fax - (208)359-3022
OV,NER'S NAME Brett Jensen
PROPERTY ADDRE,SS
SUBDIVISION Harvest Heights
PHASE 2 LOT 11 BLOCK4
Requircdll!ELECTRIC,4L
Electrical Contractor's 5u-" Scott Larsen Busincss 5266 High MTN Electric
Address Cihr Rexburq State lD ZiD8344O
Cell Phone (208) 31 7-3856 Business Phone
Fax Email
(COMMERCIAL/INDUSTRIAL) Total cost of electrical system (contactedAmount) $-
(Inc/ad'elthecostofmaterialsinsta//cdregard/erofthepa@:app!ingit.Thefees/ittedanderthisinspection4pe:ha/lapp!toan1andallele
not specifcal! mentioned eltewhere on thisfarn).
! Up to 910,000 (total cost oltsvstcm x 0.02) + 60 = $
I Between $10,001 - $100,000 ( (total cost o[ system - 10.000) x 0.01) + 9260 = g
n Over $100,001 ( (total cost ofsystem - 100.000) x 0.005) + $1,160 = $
Small Works (Contractots ONLY): $10 fee for work not exceeding $200 in cost and not involving a change in
service connections. Does NOT require insoection.
RESIDENTIAL
Ncw: Single Faaily Dwelling, includiag aII buildings vzith witing being consructed on each ptopetty. (*Based on liuiag space,
see defraitioa below)
I Up to 1,500 sq ft - $130
z 2,501to 3,500 sq ft - 9260
I Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional
1.000 sq. ft. or pordon thcrcoO).
New: Muhi-Family Dvzelliag (Conaz ctots OaIy)
r Duplex Apartmcnt 9260
I Three ormore multi-famiJy units: $130 pcr buildingplus $65 per unit: ($130 x # of buildings) + ($65 x # o1:unirs)
I Existing Residence, Modular, Manufactured of Mobile flomes, and Detached Shop: 965 fee plus 910 pcr
branch circuit, up to thc maximum of the corresponding sq. ft. of the building ($65 + ($10 x # branch circuits))
! Central Heating/Cooling Systems: $65 \X4ren NOT part of new residential or HVAC permit with no additional
\ffiring
I Spas, Hot Tubs, and Swimming Pools: $65 fee for each trip to inspect
Puaps-Watet, Inigatio4 Sewage (each aotot)
I $65 up to 25HP r$95 - 26 to 200HP r$130 over 200 HP
MISCELLANEOUS
I Temporary Construction Seruices ONLY: 200 amp or less, one location (for a period not to exceed 1 year) $65
I Tempotary Amusement: $65 fee plus $10 per ride, concession or gcnerator
I Irrigation Machine: $65 for centcr pivot plus $10 per tovr'er of drive motor
r Technical Service: $65 per hour
I Plan Check $65 per hour
I Requested Inspection: $65
*Living Space - space within a dwelling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking,
sanitation purposes. An unfinished basement is considered part of the living space.
18609 01/31/2016 March2O,2014
rure oI Licenscd Contractor License number & exp. date Date
n 1,501 to 2,500 sq ft - $195
I 3,501 to 4,500 sq ft - $325
Building Sofety Deporfment
City of Rexburg
Permit#
LOT 11 BLOCKI_
(;tLY{)tl
REXBURG
{ls:
/\ i* riu.\ [:t!r,ih. {i\nfi u!1 i h35 N. 1$ E., Rexburg, ld 83440
OVNER'S NAME Brett Jensen
PROPERTY ADDRE,SS
SUBDIVISION Harvest Heights
PHASE, 2
Requircdlll Mechanical
Fax Emaii
(coMMERcIAL/INDUSTRIAL)Totalcostofp1umbingsystem(ConttactedAmount)$-
(ncladu the cott of mateiah instal/cd regardless af the pa@ supp/1ing it. Thefees litted under this inspectian type shall appl1 to an1 and a// muhanica/
installations not specficalfi truntioned elsewhere an thisforn).
! Up to $10,000 (total cost ofsvstem x 0.02) + 60 = $
I Between $10,001 - $100,000 ( (total cost of s],stem - 10-000) x 0.01) + $260 = $
r Over $100,001 ( (total cost of s]'stem - 100-000) x 0.005) + $1,160 = $
RESIDENTIAL
New: Siagle Faaily Dwelliag, iacludiag aII buildings with widag beiag constucred oa each ptopetty. (*Based oa liuing space,
see defrnitioa below)
I Up to 1,500 sq ft - $130
rs 2,501, to 3,500 sq ft - $260
u 1,501 to 2,500 sq ft - $195
I 3,501 ro 4,500 sq ft $325
I Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof
($325 + ($65 x # ol'additional 1.000 sq. ft. or portion rhereoO;.
New: Muhi-Faaily Dwelliag (Coaaz cton Oaly)
I Duplex Apartment $260
I Three ormore multi-famiJy units: $130 pcrbuildingplus $65 per unir: ($130 x # of buildings) + ($65 x # of units)
I Existing Residence, Modulat, Manufactured or Mobile Homes and Detached Shop: $65 fee plus $10 pcr
xxHVAC equipment being installcd up to the maximum of the corre sponding sq. ft. of the building
($65 + ($ l0 x # of flxtures),)
MISCELIANEOUS
I Plan Check $65 perhour
I Technical Service: $65 per hour
r Gas Line: $65
l Water Heater Replacement: $65
r Requested Inspection: $65
I Fireplace/Solid Fuel Burning Appliance: $65 pcr inspection
*Living Spacc - spacc within a dwelling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking,
bathing, washing, recreation, and sanitation purposcs. An unfinishcd basement is considered part of the living space.
**Examples of HVAC Equipment-furnace rcplacement, solar, water heater, etc.
March 20,2014
DateLiiense number & Exp. date
7
Building Sofety Deportmenl {tt,t(lI:
REXBURG(\,
lrrl.i.!li .ltl! jj! ( i}/ndlrih
PROPE,RTY ADDRESS
Water Meter Quantity:
35 N. 1" E., Rexburg, ld 83440
- t/ttx11\\r-lttltt / H^ftrn^ -
OVNER,S NAME Brett Jensnen
City of Rexburg
Permit#
*t<********tr<*xxg(/21s1 Meter 3i2s2 314
Plumbing
Busincss Nu-" B H
city Relqllg_sr,t" lD zip8344o
Business Phone
( (totat cost of svste ) x 0.01) + $26Q = g
( (total cost of svsrem - 100.000) x 0.005t + $l-160 = $
o 1,501 to 2,500 sq ft - $195
I 3.501 to 4,500 sq ft - $325
s$65 Sewer & \il/ater- if inspected at the same time
Requircdlll
Plumbing Contractor's Name
Address
Brian Hill
Cell Phonc
(coMMERcIAL/INDUSTRIAL)Totalcostofplumbingsystem(ContractedAmount)$-
(Includu the cost af materia/s instal/cd regardless of the pa@ :upp/1ing it. TheJees lisnd under tbis in:pection lpe :hall applt to any and a// plambing installations
not specifcally mentioned elsetuhere an thisfam).
! Up to $10,000 (totai cost of systcm x 0.02) + 60 = $
Fax Email
! Up to 1,500 sq ft - $130
t 2,501to 3,500 sq ft - $260
! Between 910,001 - $100,000
r Over $100,001
RESIDENTIAL
New: Siagle Faaily Dwelliag, iacludiag aII buildings with witiag beiag coastucted oa each pmpetty. (Based oa liuiag space,
see defraitioa below)
I Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof (9325 + ($65 x # of additional
1.000 sq. fr. or oortion thcreofl).
New: Muhi-Faaily Dwclliag (Coaazcton Only)
I Duplcx Apartment $260
I Three or more multi-famiiy units: $130 per building plus $65 per unit: ($130 x # of buildings) + ($65 x # of units)
I Existing Residence, and Detached Shop: $65 fee plus $10 per fixture up to the maximum of the corresponding
sq. ft. of the building ($65 + ($10 x # of fixtures))
I Gray Water Systems: $130
I Lawn Sprinklers/Backllow Device: 965
I Modular, Manufactured or Mobile Flomes: $65 for scwer and vrater stub connections
I Multipurpose Fire Sprinkler and Domestic Water Supply System: $65 fee or $4 per sprinkler hcad, whichever
is greater
Sewet& Watet
I $38 Sewer Line l$38 lVater Line
! $65 Sewet turnaround under house (change from septic to ciry)
MISCELI.ANEOUS
I Plan Check g65 per hour
I Technical Service: $65 per hour
I Gas Line: $65
! Water Fleater Replacement: $65
r Requested Inspection: $65
I Hydronic Heating: $65 + ($10 x # of manifolds/zones)
*Living Space - space within a dwclling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking,
bathing, washing, recreation, and sanitation purposes. An unfinished basement is considered part of the living space.
PLB-C-12812 01131115 April 20,2O14
DateLicensed Contractor License numbet & Exp. datc
Building Sofety Deporfmenf
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
SUBCONTRACTOR LIST
Concrete: 7( 'l (:.'.t
clTY ol:
REXBURG(\,
rlrnrrici fiirrrlr C'r vttttuuti l\www.rexburg.org
Excavation & Earthwc-r .1",,s s
Masonry:-".{
Roofing:
Insularion: /*/rr.*-. -./
Drywa
Painting:
Floor
Coverings:3f/a,'2r.t<,a4z*
Plumbing:8r/, il.r
4
I
:t/t
8^,
,4);
Heatin
Electrical:
Roof Trusses:
Special Consttuction
(Manufacturer or Supplier)
5,* I Qr'""" ft" 1{
,1
Floor/Ccrlrn s -loists: {.*n K1: (
SidinE/Exterior Trim:
Other:
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riiii: i;:*l'liiii
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;iIiji .ii:r ;iii : :iii,;,;.,i*l
iiiii r:ijr :::ilrl Date: 0312712014
ReceiPt #: 1625
r-ii[:.:i : i:ii]ii rti'iiii.ii.j't'
i'i;:ii.;i:riT
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1i.:riiili itii iiii:i fiiiiri li iliiii lj*.,,
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: ..t'l;i:. ,;i:tion, lProject:
Address:
630 Wheatland Dr - SFR
630 Wheatland Drive
Please contact the Building Department at
(2OS)372-2341 for further questions about this
receipt
MAR t ? 2014
cffY 0r REXBURG
24 Hour Notice for insPections
Call insPection hotline at
(2081372-2344
***Credit card payments are accepted, but are subject lo a 3o/o convenience fee on payment amounts over $500**"
R-WATER
VB-BLDPERM
t
Date: 0313112014
Receipt #: 1632
4500 sq ft
)0 sq. ft.
to 4500 sq ft
meter
BPD
ELP
MP
PLBPT
\AA4TPRT
FIFDV
PKIFDV
BLPC
PIF
\ A /CCON
SIF
WCCON
BP
-1,000.00
390.00
325.00
325.00
317.00
184.64
800.00
z5C.ro
100.88
1,700.00
864.57
1,650.00
l,ssnlr/qC
ee
630 Wheatland Dr - SFR
630 Wheatland Drive
2822010
2832213
2832212
2832214
zir/;iaz:o
2035500
3835500
2832220
0735500
3534730
3335500
3434630
2832211
Permit # : ,14-001?j2
Permit T;pe: s1g-spp
Water
Building Permit - VB Anycode material
Please contact the Building Department at
(2OA)372-2341 for further questions about this
receiPt
MAR 3 12014
CIW OF REXBURG
24 Hour Notice for insPections
Call inspection hotline at
(2081372-2344
.**Credit card payments are accepted, but are subject to a 3% convenience fee on payment amounts over $500***
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Common Girder 2
rretrusr rsEr uanduuwor uu^r/zutru/
iob Reference (optional)
e ss slD:7v1
, 5-10-0 1 1-8-0' 5-'10-0 ' 5-10-0
Scale = 1:38.4
T^Y
F
, 3-1 1-13 7-8-3 1 1-8-0
3-11-13 ' 3-8-5 3-11-'13
Plat,e Offsers (X,Y): t6: 0-5-6, 0-o-ol, t7:o-3-1 0,0-0-81
Plates lncrease 1 .15
Lumber lncrease 1.15
Reo Stress lncr NO
Code lRC2009/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.08 6-7 >999 360
Vert(TL) -0.14 6-7 >999 240
Horz(TL) 0.03 5 n/a nla
Wnd(LL) 0.03 6-7 >999 240
LOADING (psf)
TCLL 35.0
TCDL 8,0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eor2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1,6E
WEBS 2x4 DF Stud/Std
SLIDER Left2x6 DF 1800F 1.6E 3-4-2, Right2xo DF 1800F 1.6E34-2
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT20 2201195
Weight: 138 lb FT = 0%
Structural wood sheathing directly applied or 4-2-11 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTfONS (lb/size) 1=4987/0-5-8 (min. O-2-11),5=5199t0-s-8 (min. 0-2-12)
Max Hoz 1 =64(LC 6)
Max Uplift1=-325(LC 7), s=-339(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP C H ORD 1 -2= -67 7 1 I 438, 2-3= -6646 | 462, 34= -6629 I 46 1, 4-5=-67 54 I 437
BOT CHORD 1-8---32415563,7-8=-32415563,7-9=-22513900, 6-9=-22513900, 6-'1 0=-32415551 ,
WEBS
NOTES
5-10=-32415551
3-6=-238 I 3837, 3-7 = -240 I 3864
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 0-9-0 oc.
Bottom chords connected as follows: 2xO - 2 rows staggefed at 0-5-0 oc.
Webs 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) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL-4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights);
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL= 1.60 plate grip DOL=1 .60
5) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 339 lb uplift at joint
5.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Hange(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1799 lb down and 1 18 lb up at
2-0-12, 1799lbdownandll8lbupat 4-0-12, 1799 lbdownand118lbupat 6-0-12,and1799 lbdownand118lbupat 8-0-12,and
1799 lb down and 1 '18 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(SlStandard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-86, 3-5=-86, 1-5=-16
Continued on page 2
ioizvi e.Sieiii'ng5Eqh4rawEz24bb-rHTxmFaL
LOAD CASE(S) Standard
Concentrated Loads (lb)-- --
v!rt, 6=-17es(Ei) 7='17ee(B) e=-17se(B) e=-17e9(B) 10=-17ee(B)
Er reffi nsoilSh-eAowErooksD6llD)WP
.lob Reference (optional)
JO0
B0 €2-14 * -r
Truss frustType
lommon Supported Gable
s
ury
1
ffi ,)Lli;'lliirlli.6LiHflu'nY'HoHtLu-.'o,.russ
j
1,
l:25.4
1"
IYI
DEFL in (loc) l/defl
Vert(LL) -0.07 I n/r
Vert(TL) -0.10 I n/r
Hoz(TL) -0.00 10 nta
Ud
120
120
nla
Plates Increase 1.15
Lumber Increase 1 .15
Rep Stress lncr YES
Code lRC200g/TP12007
LOADING (Psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT20 22011s5
Weight: 59 lb FT = 0%
Structural wood sheathing directly applied or 1 o-0-0 oc purlins' excepl
end verticals.2x4 DF
2x4 DF
2x4 DF
2x4 DF
1 800F 1 .6E ot 2x4 DF No.1 &Btr
1 80OF 1 .6E or 2x4 DF No.1 &Bk
Stud/Std
Stud/Std
REACTIONS All bearings 11-8-0'
(lb) - Max Hoz 16=-93(LC 7)
Vrii upfitt ntt uptitt too lborlessatjoint(s) 16' 10 14' 15' 12' 11
Max Grav Att reactions 250 lb or less at join(s) ii, ii' i' n except 16=332(LC 13)' 1o=332(LC 14)' 13=324(LC
1)
FoRCES (lb) ' Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown'
TOP CHORD 2-16=-2991128, e-10=-2991126
WEBS 5-13=-29310
NOTES
it*utiourun""o roof live loads have been considered for this desion'
2i wind: AS.E 7-05; 90mph; TcDL=4.2psf; BcDL=a.2psJ; hliiii'b=+sn; L=24ft; e-aue=2ft,,cat. ll; Exp B; enclosed; MWFRS (all heights)
.andc-ccorne(3) -2-0-14too-11-2,Exterio(2)o-11-2toi-itjo,cotriJts) 5-10-Oto8-10-0zone; cantileverleftandrightexposed;eno
vertrcar reft and right exposed;c-c for members ano torcesi'tvtfrrns ror'rdactions shown; Lumber DoL=1'60 plate grip DoL=1 60
3) Truss designed tor wino roais-iritn" pr"n" J tn" tty?. glty: ioi rir-r ",.po."d !q wind.(normal to the face), see standard Industry
Gabte End Detaits as appfi;;te, ;;dnsutt quatirieo buitding designer as per ANSI/TPI 1.
It Ati plates arc 2x4 Mf 20 unless othewise indicated
si Oabe requires continuous bottom chord bearing'
6i Truss to be futty sheathed tiJii *" ii* 6iiecirety braced against lateral movement (i'e' diagonal web)'
Zi Caote studs spaced at 2-0-o oc'
8) This truss has been oesignJif;r a 1o.o psf b-ottom chord live load nonconcunent with anv other live loads'
9) provide mechanicat connection (byothers) of tlu^s:^t? o""iiii ir"i"J"pjble of withstandino 1oo lb uplitt at ioint(s) 16' 10' 14' 15' 12'11'
1 o) Thrs truss is desisned in accordahce with the 2009 rnt"rrilifiIij'iJi[liilic",i"ilction's Rso2.1 i .1 and Rsoz t o 2 and rererenced
standard ANSUTPI 1.
LOAD CASE(S) Standard
Rigid ceiling directly applied or 6-0-0 oc braqng
Scale = 'l:25.8
1,l-l" l{
lftllJY1
DEFL in (loc) l/defl Ud
Vert(LL) -0.02 7 >999 360
vertirli -0.03 7 >999 240
Hod{TL) o.o2 6 n/a nla
wnoilLj o.oo 7 >999 240
SPACING 2-o-o
Plates Increase 1 15
Lumber Increase 1.15
Rep Stress Incr YES
Cobe lRC2Oog/TPt2007
LOADING (Ps0
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF
BOT CHORD 2x4 DF
WEBS 2x4 DF
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT20 2201195
Weight: 52 lb FT = 0%
Structural wood sheathing dlrectly applied or 6-0-0 oc purlins' excepl
end verticals.1 8O0F 1.6E ot 2x4 DF No 1 &Btr
1 SOOF 1 .6E or 2x4 DF No.1 &Btr
Stud/Std
REACTIONS (lb/size) 8=660/0-3-8 (min 0-1-8)' 6=660/0-3-8 (min 0-1-8)
Max Hoz 8=-84(LC 7)
Max UPlifts=-87(LC 9), 6=-87(LC 9)
FORCES (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown'
Top CHORD 2-9=-696/0, +iij=-OOila, g-to=-sgoltZ, i-tt=-SgotZq,11-12=-66218,4-12=-696t6'
2-8= -6221 1 32, 4-6= -6221 1 37
WEBS g-7=01285, 2-7=-161497 , 4-7=-261497
NOTES
l-]vmru*;:;;l"r*11:13H.:?"t ?,T3;.i.+lh:lli1??fllb_=*n, L-4.fr:e^ay_=4lt;.cat l; Exp B;encrosed; M\NFRS (a[ heishts)
andc_cExterio(2) -2-e-14too-11-2; Inrerio(1lo-rr-ztoi6-'oleri"iibrtzi+-g-oto7-9-ozone; cantileverlettandrightexposed;end
vertical lett and righr ""po."o]i-i roi remoeis'ano Iorcg? & lrltnnns for'r6actions shown; Lumber DOL=1 60 plate grip DoL=1 60
3) This truss has been o"",gn"l'iot;'ib.oijiiootto. "nord live load nonconcunent with anv other live loads'
4) Bearing at joint(s) 8, 6 considers parallel to grain vatue ,.ing-A'Ntrrrii i "ngrJto
grain formula Building designer should verify capacrty
,, BiSfiiilifl"t"lix"xlEar connection (by others) of tru_ss ro. bearins prate capabre of withstandins 1 oo lb uprifr at joint(s) s, 6
6) Thrs truss is desisned in a""oiijnire *ith ihe 2oo9 rnt"rn"iio"n5iii.]iEntl"r coo" sectioninsoz tt'1 and R8o2'10 2 and referenced
standard ANSI/TPI 1'
LOAD CASE(S) Standard
Rigid ceiling directly applied or 10-0-0 oc braqng
JO0
80&62-14 .u B1G
I russ r yPs
Scissor Structural 1 Job Reference (optional)
russ alls, lD 63401 Kun l l.qJu s /.4r u(
lD'7u1Ez 17y 1 EzS LGx2 P R95Eqh4r awEzZ4bV J
JYI
Scale = 1:25.8
T
Tl-
lq 14
tfl-l
DEFL in (loc) l/defl Ud
Vert(LL) -0.02 7 >999 360
Vert(TL) -0.03 7 >999 240
Hoz(TL) o.o2 6 n/a nla
Wnd(LL) 0.00 7 >999 240
SPACING 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress lncr YES
Code lRC200g/TP12007
LOADING(psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1 .6E ot 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6Eor2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Stc
PLATES GRIP
MT20 2201195
Weight: 54 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends required cross bracing
be installed during truss erection, in accordance with Stabilizer
lnstallation
REACTIONS (lb/size) 8=660/0-3-8 (min. 0-1-8), 6=660/0-3-8 (min. 0-1-8)
Max Hoz 8=-84(LC 7)
Max UPlift8=-87(LC 9), 6=-87(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown-
TOp CHORD 2-1 3=-696/0, 13-14=-662t4, 3-14=-590117 ,3-1 5=-590/24, 1 5-1 6=-66218, 4-1 6=-696/6,
2-8= -6221 1 32, 44= -622 1 37
WEBS 3-7=o1285,2-7=-161497,4-7=-261497
NOTES
1) Unbalanced roof live loads have been considered for this design.
Zi WinO, ASCE 7-05; gomph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=asfl; L=24ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights)' and C-C Exterio(i) -?-O-14 to O-1 1-2, Interio(1) O-1 i-2 to 4-9-0, Exterio(2) 4-9-0 to 7-9-0 zone; cantilever letl and right exposed ; end
vertical left and rilnt exposed;C-C for membeis'and forces & MWFRS for reactions shown; Lumber DOL=1.60 plale grip DOL=1 60
3) Trussdesignedf6rwindloadsintheplaneofthetrussonly. Forstudsexposedtowind(normaltotheface),seeStandardlndustry'
Gable End betails as applicable, or consult quali1ed building designer as per ANSI/TPI 1.
4) Gable studs spaced at 2-0-0 oc.
s! this truss has been designed for a '1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
oi Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify €pacity
of bearing sudace.
7) provide riechanical connection (by others) oftrussto bearing plate capable ofwithstanding 100 lb uplift atjonl(s) 9,-6.
o j Tnis truss is designed in accordin'ce with ihe 2Oo9 Internatiohal Residential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = 1:36.5
Trt^
lR 141l-
SPACING 2-O.O
Plates lncrease 1.15
Lumbef Increase 1.15
Rep Stress Incr YES
Code lRC200g/TP12007
DEFL in (loc) l/defl
Vert(LL) -0.02 6-7 >999
Vert(TL) -0.04 6-7 >999
Hoz(TL) 0.01 5 n/a
VMnd(LL) 0.00 6-7 >999
Ud
JOU
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O,O
BCDL 8,0
LUMBER
TOP CHORD 2x4 DF 1 800F 1 .6E or 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF 1800F 1.6E ot 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
PLATES GRIP
MT20 220t195
Weight: 64 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracino
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) 7=551/0-5-8 (min. 0-1-8), 5=77910-5-8 (min. 0-1-8)
Max HozT=-143(LC 7)
Max UpliftT=-35(LC 9), 5=-93(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-600/73, 8-9=-528175, 2-9=-428186, 2-10=-523168, 1O-11=-535154, 3-11=-687 142
WEBS
NOTES
1 -7 =-51 4t7 O, 3-5=-7 621 177
3-6=-341368, 1-6=-351440
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; gomphi TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Exterio(2) O-1-121o 3-1-12, Interio(1) 3-1-12 to 4-6-9, Exterio(2) 4-6-9 to 7-6-9 zone; cantilever lett and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reaclions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) 7, 5.
6) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
tu s /..lD:7y1
4x12=
4x4 =
Scale = 1:34.5
I.iRFtl
263*4 -:
DEFL in (loc) l/defl Ud
Vert(LL) -0.02 5-6 >999 360
vertaTLl -0.04 5-6 >999 24o
HoiffL) o.o2 5 n/a nla
windilL) -0.01 6-7 >999 24o
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress Incr YES
Code lRC2009/TP12007
LUMBER
i6i;-cr-rono 2x4 DF 18ooF 1-6E ot 2x4 DF No 1 &Bh
e6r cHoRo 2x4 DF 18oOF 1 6Eot 2x4 DF No'1&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
LoADtNG(Psf)
TCLL 35.0
TCDL 8,0
BCLL O.O
BCDL 8.0
FORCES 0b)
TOP CHORD
WEBS
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT2o 2201195
Weight: 86 lb FT = 0olo
Structural wood sheathing directly applied or 6-0-0 oc purlins' except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc braong'
REACTIONS (lbtsize) 7=57g10-5-8 (min O-1-8)' 5=756/0-3-8 (min 0-1-8)
Max HozT=-143(LC 7)
Max UpliftT=-36(LC 9)' 5=-92(LC 9)
- Max. Comp./Max. Ten. - All forces 250 (lb) or lellexcept^when shown'
1-23=-541t68,n-2a=-4s3t70i,-i-,a=-id'tilar,2-25=46et62',25-26=480t48'3'26=-631/36'
1 -8=-4921 67, 3-5=-7 331 17 4
3-6=40/31 5, 1-6=-371460
NOTES
l]N1ffit;."J;1",1;Xi:laH':?:t'?'t8i'i+?!!i1i??fllu-=ouo, r.21r i?y"-=11cat rr; Exp B;encrosed; vTrRs (arrheishts)
' and c-c Exterio(2) o-t-tz tii-ti,i#iioitr I s-1-1.2 too:"n,
-tlf^
J<rl
"o-g
to z-o-g-to*; caniilever left and right exposed ; end
vertical left and right exposed;c-c for members and torces a rr,tffics foi- ieactions shown; Lumber DOL=1 60 plate grip DOL=1'60
3) Trussdesignediorwinoroaosintheplaneofthetrusso"rv]ioi"i'Jt"xposeo1qwl1!-tnormaltotheface)'seestandardlndustry
Gabte End Details as uppri"Jir", oi r,insult qualfieo building designer as per ANsl/TPl 1.
af nff pf"t"t arc2x4Mf2o unless otheMise indicated'
3i ff,:,ff::t;":f::l 5:3,f.,'-:f[' a 10_0.psr botrom :Till"" road nonconcurrent with anv other rive roads.
7) Bearing at joint(s) 7, 5 consrders parailer to grain u"tu" ,ring"n;;Jrrii;il j-"g-r" iJ grain formula' Building designer should verifv capacity
,, Eiff::T"T[Tlar connection (by others) of rr-uss to bearing prate capabre of withstandinq 1oo rb uprift at Joint(s) 7, 5'
g) This truss is designed in """oii;n; *ith ihe 2oos rnt"rn"iio'n5iilfr;il;l il; Jctions-R502'11 t ano haoz to z and referenced
standard ANSlffPl 1
LOAD CASE(S) Standard
Job Reference (optional)
JO0
80462-1 4
I russ
c2
Truss TyPe
Scissor
qry
I
^o:,93il0:,;2,9X"it
IDlD:7y1 EzSLGxzPK9stsqn4rawtrz4iur!
4-6-9 1 1-5-8i-X:o t cio:is -
4x4 =
Scale = 1:36.5
Irlol
lI lo,,II
12 11
lif :a:a0-1 €1, t2!-2-9.s"au9Es9p!
LOADING (PsO
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress Incr YES
Code tRC2009/TP12007
csl
TC 0.57
ou v. li
wB 0.21
(Matrix)
DEFL in (loc) l/defl
Vert(LL) -0.02 5-6 >999
Vert(TL) -0.04 5-6 >999
Horz(TL) o.o2 4 nta
Wnd(LL) 0.01 5-6 >999
Ud
240
nla
240
PLATES GRIP
MT2o 2201195
MT20H 1651146
Weight: 61 lb FT = 0olo
LUMBER
i6ibHono 2x4 DF 1800F 1.6Eor2x4 DF No 1&Btr
e6r CHOno 2x4 DF 1800F l 6E ot 2x4 DF No'1&Btr
WEBS 2x4 DF Stud/Std *Except*
W5: 2x4 DF 18OoF 1'6E o( 2x4 DF No'1&Btr
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6'0-0 oc purlins' except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing'
REACTIONS (lb/size) 6=570/0-5-8 (min' O-1-8)' 4=570/0-5-8 (min 0-1-8)
Max Hoz6=-128(LC 7)
Max UPlift6=-36(LC 9), a=-33(LC 9)
FORCES (lb) - Max. Comp./Max Ten' - All forces 250 (lb) or-less except when shgyl.- . ^
Top cHoRD 1-7=-627trca,l)a=lsselloelz-e=-456l1i9,2-9=-556/i09, s'10=-572te4' 3-10=-71sl93'
1-6=-531/92' 34=-581 /1 1 9
WEBS 3-5=-39/298, 1-5=471467
NOTES
llWlfgt;g;1";Jflfl:lab"':?"lt?'T33fS'.1:}ii1??fl1';ouo' 1.211 l?Y"-=1ft:cat' rr; Exp B; encrosed; Y\{FRs (arrheishts)
and C-C Exterio(2) 0-1-12 to g-1-12,interio(1) 3-1-1-2 to++:d, ErrctiJttZia-O-g to Z-O-g tone; caniilever left and right exposed ; end
vertical left and right exposed;c-c for members.and forces & MWFRS fo; ;eactions shown; Lumber DOL=1'60 plate grip DOL=1'60
g) nit ptutes are MTio plates unless otherwise indicated'
4i This truss has been o""ignuiiJi"-iblo'pii oottot Cnord live load nonconcurrent with any other live loads'
si Bearing at joint(s) 6, 4 considers parailer to grain u"tue ,sininl.idrrii;i ii-"gr" iJ griinto'rmuta. Building designer should verifv capacity
., Biff::HJ[Tlar connection (by others) of rru^ss to. bearins prate capabre of withstandns 1 00 rb uprift at joinr(s) 6, 4.
7) This truss is designed in ""Jii)nt" *itn-in" zoog Internatio'n5r Resid;ntial code sections-Rso2.1 1 . t ano Raoz t o z and referenced
standard ANSI/TPI 1.
LOAD CASE(S)Standard
lrefr len5eilShedNEroofgEqfD)wP
Job Reference (optionaD ----
JOO
80362-14
Truss
D,I
Truss'Iype
COMMON
Ity
t 1
ID:
7.0032
Scale : 1:50.2
Te
]T
24-0-08-1-3El:3 7-9-1'l o-t-
Y): l5:u-J-u,
DEFL in (loc)
Vert(LL) -0.07 11-13
Vert(TL) -0.16 11-13
Horz(TL) 0.0s 10
Wnd(LL) 0.02 11-13
l/defl
>999
>999
nla
Ud
?AN
240
nla
240>999
PLATES GRIP
MT20 2201195
Weight: 132 lb FT = 0olo
LOADING (Psf)
TCLL 3s.0
TCDL 8.0
BCLL O.O
BCDL 8.0
SPAC|NG 2-O-O
Plates Increase 1.15
Lumber Increase 1 15
Rep Stress Incr YES
Code lRC2009/TP12007
cst
TC 0.72
BC 0.31
wB 0.37
(Matrix)
LUMBER
TOP CHORD 2x4 DF
BOT CHORD 2x4 DF
WEBS 2x4 DF
BRACING
TOP CHORD
BOT CHORD
WEBS
Structural wood sheathing directly applied o( 4'11-7 oc purlins' excepl
1 SOoF 1 .6E o( 2x4 DF No.1 &Btr'18oOF 1 .6E ot 2x4 DF No.1&Btr
Stud/Std
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing
t Row at midpt 4-14,6'10
REACTIONS (lb/size) 14=1400/0-5-8 (min 0-1-8)' 10=1400/0-5-8 (min 0-1-8)
Max Hoz 14=1 51 (LC 8)
Max Upliftl4='132(LC 9)' 10=-132(LC 9)
FORCES (lb) - Max. Comp./Max Ten' - All forces 250 (lb) or less except when lhotl: - . - -.
i6;;;ibilil i-tsJiirsz,1-is=-+ogror, e+=-314i74t4-16=-1440t177,5-16=-1313f!9'
5-17=-131 3/1s6,',a-fi =-laqontt, 6-7=414n4' 7 -18=409161' 8-18=443152'
2'14=-6141130 ' 8-1 0=-61 4/1 30
BOT CHORD 7 g- t t=-ss t t zt o, 1 2-1 3=0/e33, J 1 -1 2=P.!?::' 1 0-1 1 = -32t 1 27 0
WEBS 5_11=48/505, O-r'L-sooizr, s-13=-481505, 4-1s=-3661121' 4-14=-12341147 '
6-10=-12341147
NOTES
liwnr*::;Jl!%H?L:+3b1?:?;",,',;3Sl"j-'#11i1??fl1r1*, ,=-',;^e1v^e;nflcat l; Exp B;encrosed;MWFRS (au heishts)
andc-cExterio(2) -2-0-14too-11-2,tnterio(1)o-11-21oii-tidrit"li"rfzliz-o-oto15-0-0zone; cantileverleftandrightexposed;
end verrical reft and righr *il""i;b-c'toi meh6ers ano torJes a'nrwFns t jr reactions shown; Lumber DoL=1 60 plate grip DoL=1 60
3) This truss has been a"risnJa'iJ;;-1o1i p;i u"tt"t .nord live load nonconcurrent with any other live loads'
4) provide mechanrcar connection (by others) of truss to b;;;'fit-;;;t"bl" & titnitanoing 1oo lb uplift at joint(s) except (jt=lb) 14=132'
,,lflili3* is designed in accordance with the 2oo9 International Residential code sections R502'11 1 and R802'10 2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = 1:56.5
3x4 -
14 13 't2 11
3x4 =
20 19
DEFL in (loc) l/defl L/d
Vert(LL) -0.06 14-16 >999 360
Vert(TL) -0.13 14-16 >730 240
Hoz(TL) 0.01 10 nla nla
Wnd(LL) 0.00 20 >999 240
SPACING 2.0.0
Pfates Increase 1.15
Lumber lncrease 1.15
Reo Stress lncr YES
Code lRC2009/TPl2o07
LOADING (psf)
TCLL 3s.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1 .6E or 2x4 DF No."l&Btr
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
1 5-10-13
PLATES GRIP
MT20 2201195
Weight: 190 lb FT = 0olo
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-14, 5-16
ek recommends that stabilizers and required cross
be installed during truss erection, in accordance with Stabilizer
REACTIONS All bearings 8-3-8.
(lb) - Max Hoz20=151(LC 8)
MaxUplitt All upliftl00 lborlessatjoint(s) 16,17,14, 13except20=-11s(LC9), 10=-115(LC9)
MaxGrav All reactions250 lborlessatjoint(s) 18, 19,12, 11 except20=565(LCl), 10=565(LC1), 16=783(LCl),
1a=783(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=481 I 1 46. 8-10=481 1145
WEBS
NOTES
5-1 4= -307 | 1 9, 6-1 4=-455/1 33, 5-1 6=-30711 8, 4-1 6=-4551 1 34
1) Unbalanced roof live loads have been considered for thts design.
2) Wnd. ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24tli eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Exterio(2) -2-0-'l4to 0-11-2, Interior(1) 0-11-2 to 12-0-0, Exterio(2) 12-0-0to 15-0-0zone; cantileverleft and rightexposed;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Alf plates arc 2x4 MFzo unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17 , 14, 1 3 except
0t=lb) 20=1 15, 10=1 15.
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 ,1 and R802.1 0.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale:1/4"=1'
3x4 =
DEFL in (loc) l/defl Ud
Vert(LL) -0.07 7-9 >999 360
vertirl) -0.15 7-9 >e99 240
HoriffL) o.o5 6 n/a nla
wind(LL) o.o2 7-9 >999 24o
Plates Increase 1.15
Lumber lncrease 1 15
Reo Stress Incr YES
Code lRC2009/TP12007
LOADING(Psf)
TCLL 35.0
TCDL 8,0
BCLL O.O
BCDL 8.0
PLATES GRIP
MT20 2201195
Weight: 125 lb FT = 0%
Structural wood sheathing directly applied or 4-1 0-1 0 oc purlins'
except end verticals.
iijicl ceiting directly applied or 10-0-0 oc bracing
LUMBERi6FZriono 2x4 DF 1800F 1.6Eor2x4 DF No 1&Btr
;6; ciioRD ixa DF 1800F 1 .6E ot 2x4 DF No 1 &Btr
wles 2x4 DF stud/std.Except.
WI Z^a DF 1 800F 1'6E or 2x4 DF No 1&Btr
REACTIONS (lb/size) 1o=1209/0-5-8 (min o-1-8)' 6=1209/0-5-8 (min 0-1-8)
Max Horz 1 0=1 30(LC 8)
Max Uplift10=-74(LC 9)' 6=-7a(LC 9)
FORCES (lb) ' Max. Comp./Max Ten' - All forces 250 (lb) or less except when shown
rop cHoRD 1-1t=-688n0t,)-ti=-siinta, z-lz=-i+bat:ag, 3-12=-1s62208' 3-13=-1362t207 '
l-13=.lqaan8b| q.i q=.ssl n la, s.1 4=-68€/1 03, 1 -10=-541 1 1 10, 5.6=.541 1 1 10
Bor c HoRD e-1 o=-1 o 1 /1 3r3 : 8-s= -24 t s6o, ! -8:: :2:!?60^' 9-7 = -e8 t 1 323
wEBS s-7=-51ts37 ,21:-;s5h2a:a:e=-51t537 , 2-s=-3s5t125,2-10=-1033/65' 4-6=-1033/65
NOTES
l'', W,ff#;"gJl!%|;1fii3Hr??:ir"J''';331"j4r1$i5?fllb=ouo, t]?!\:'Py14!)cat rr; Exp B; encrosed;Jr/rwFRs (arrheishts)
' and C-C Exterio(2) o-1-12 to 3-1-12, Interio(1) 3-1-12 to ;;:o:b, ilffi(i'i'i-i,:oi" r s-o-o ton"; '*titilever left and risht exposed ; end
vertical teft and |.,gnt ""por"i;6-c
tol merodri ano torcesi
-tr/|friis
totiZactions shown; Lumber DoL=1'60 plate grip DoL=1 60
3) This truss has been o"rignul'io;u'ib:il"ib"td cnora iive load nonconcurrent with anv other live loads'
4) provide mechanrcar .onn""iLriiui ;ini,i.i "t tr_r:: r". b"ril; ;;i.;;p"ntl ot *itn.t"ndino t oo lb uplift at ioint(s) 10' 6'
5l This truss is desrgned in accorOin'ce with ihe 2009 tnternatio-nat Resid'ential Code sections-Rs'2 11 1 and R802'10 2 and referenced
standard ANSlffPl 1'
LOAD CASE(S) Standard
BRACING
TOP CHORD
BOT CHORD
S€le: 'll4"=1'
"cII
DEFL in (loc) Udefl L/d
Vert(LL) -0.00 7-9 >999 360
vertiTl) -0.14 7-9 >999 240
Hori(TL) o.o4 6 n/a nla
Wnd(LL) 0.02 7-9 >999 240
SPACING 2-0-0
Plates Increase 1 .15
Lumber Increase 1.15
Reo Stress Incr YES
Code lRC2oOg/TP12007
LOADING(PSf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
PLATES GRIP
MT20 2201195
Weight: 124 lb FT = 0olo
Structural wood sheathing directly applied or 4-1 1'0 oc purlins' except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracng'
MiTgk recommendsthat StaDlllzers ano requlleu uru)s urclrrrY
Oe instatteO during truss erection, in accrrdance with Stabilizet
requrred cross
LUMBER
ioibr-rono 2x4 DF 1800F 1.6Eor2x4 DF No'1&Btr
eor CHOnO 2x4 DF 1800F 1.6Eot2x4 DF No 1&Bh
WEBS 2x4 DF Stud/Std -Except-
W1.W8: 2x4 DF 1800F 1'6Eot2x4 DF No'1&Btr
REACTIONS (lb/size) 10=1186/Mechanical, 6=1186/0'5-8 (min' 0-1-8)
Max Hoz 1 0=-1 33(LC 7)
BRACING
TOP CHORD
BOT CHORD
Max Upliftl0=-73(LC 9)' 6=-72(LC 9)
FORCES (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when sftoyn . -- -
;o;, cHbiD' 1-11=-511;'ts2,t-r r =-sarlgs, 2-12=-1388i191 ,3-12:1166/199' 3-13=-1334t208'
4-13='1461t189,a4a=-55U11g,5'14=-680/104'1-10--444198'5-6=-536/111
BOT CHORD 9-1 0=-90/1 21 4, 8-9=-21 ts23, 7 -8=-21 I 923'.6'7 = -951 129 1
wEBS 2-s=-s44r117 , 3-s=-qqtqtq,i-7=-57t546, 4-7=-398t126, 2-10=-1110171' 4-6=-1003/60
NOTES
il-unnur"n""o roof live loads have been considered for this desiqn'
2) VMnd: ASCE 7-05; gomph; TCDL=4.2psf; BCDL=4.2psf; n=i!i;'b=+sn; t .?4ft $u^e.=4:t:cat. ll; Exp B; enclosed; MWFRS (all heights)
and c-c Exterior(2) 0-1-12 to 3-1-12, lnterio(1) 3-1-12 to ri-o-'a, e"tJJrz) 1i-6-8 to 14-6-8 zone; cantilever left and right exposed ; end
vertical left and right exposed;c-c for members and torces a
-vrvilrns
for ieactions shown; Lumber DoL=1 60 plate grip DoL=1 60
3) This truss has been o".,gn"i'io;" ib.o p.iuottor chord live load nonconcunent with any other live loads'
4) Refer to girde(s) for truss to truss connecuons
5) provide mechanrcat connection (by others) of truss to bearing plqle capable of withstandlng 1 oo lb uplift at toint(s) 1 O 6
oi This truss is designed in accordanbe with the 2009 Internatio"nSl Residential code sectioniRsl2jl 1 and R802 10'2 and referenced
standard ANSI/TPI 1
LOAD CASE(S)Standard
Scale:1/4"=1'
"d"nI
Plate Offsets
Plates Increase 1.15
Lumber lncrease 1.15
ReD Stress lncr YES
Code lRC2009/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.06 9-10 >999 360
Vert(TL) -0.12 9-'10 >999 240
Hoz(TL) 0.02 6 n/a nla
Wnd(LL) 0.01 9 >999 240
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x4 DF
2x4 DF
2x4 DF
'1800F 1.6E ot2x4DF No.1&Btr
1800F 1.6E ot2x4DF No.1&Btr
Stud/Std
Max UpliftT=-71(LC 9), 10--50(LC 9),6=-2a(LC 9)
MaxGravT=1182(LC 1), 10=805(LC 1), 6=398(LC 14)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
1-11=467176, 2-11=-337 189, 2-12=-7641125, 3-12=-6411146, 4-14=-3761108,5-1 4=-506/95,
1-10=416194, 5-6=-437l1 05
9-10=47 17 18. 8-9=-141357. 7-8=-141357
2-9=-3921 124. 3-9=-461514. 3-7 =-692t44. 4-7 =4981 139. 244=-529127
PLATES GRIP
MT20 2201195
Weight: 124 lb FT = 0olo
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braong.
WEBS 1 Row at midot 3-7
cross
be installed during truss erection, in accordance with Stabilizer
Installation
REACTfONS (lblsize) 7=1182/0-5-8 (min. 0-1-8), 10=805/Mechanical, 6=385/Mechanical
Max Hoz 1 0=-1 33(LC 7)
FORCES (tb)
TOP CHORD
BOT CHORD
WEBS
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft, eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Exterior(2) 0-1-12 to 3-1-12, Interio(1) 3-1-12 to 1 1-6-8, Enerior(2) 1 1-6-8 to 14-6-8 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to glrde(s) for truss to truss connections.
5) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) 7, 10, 6.
6)Thistruss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPl 1.
LOAD CASE(S) Standard
4x4 /z
3x4 lz 4
8-10-8
'13
3x4
| 7-5-8
Scale = 1:56.7
i9
]Y
I 0-E t-o 8-1Y):O.O-1 -1 2.0-2-Ol. | 1 4:0-1 -1 2 O-2r
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
SPACING
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
csl
TC 0.86
BC 0.36
wB 0.44
(Matrix)
DEFL in (loc) l/defl Ud
Vert(LL) -0.09 11-13 >999 360
Vert(TL) -0.20 11-13 >999 240
HozfiL) 0.06 10 nla nla
Wind(LL) 0.03 11-13 >999 240
PLATES GRIP
MT20 220t195
Weight: 143 lb FT = 0%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eor2x4
BOT CHORD 2x4 DF 1800F 1.6Eot2x4
WEBS 2x4 DF Stud/Sto
DF
DF
No.1&Btr
No.1&Btr
BRACING
TOP CHORD Structural wood sheathing direcfly applied or 4-7-O oc purlins, except
end verticals
BOT CHORD Rigid ceiling direcily applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-14.6-10
264-0
that Stabilizers and required cross
be installed during truss erection, in accordance with Stabilizer
REACTIONS
FORCES 0b)TOP CHORD
BOT CHORD
WEBS
NOTES
(lb/size) 14=1 519/0-5-8 (min. 0-1-10), 1 0=1519/0-5-8 (min. O-1-10)
Max Hoz 14=-162(LC 7)
Max Upliftl4=-140(LC e), 10=-1ao(LC 9)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.2-1 5=-553t62, 3-1 5=-519n2, 34=-37 4186, 4-16=-161 1/1 96, S-16=-1 459t209,5-17 =-1 4591209, 6-17 =-161 t h96, 6-7=-37 4t86, 7 -18=-519n2, 8-1 8=-5S3/62,
2-14=-687 1140, 8-10=-687 1140
13-14=-47 | 1 429, 12-13=A/ 1 A39. 1 1 -1 2=011039. 1 0-1 1=42t 1429
5-11=-521572,6-11=-4171134,5-13=-521572,4-13=417ti34.4-i4=-'1318t1s2.
6-1 0=-1 31 8/1 52
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25tt; B=45ft; L=26ft; eave=4ft; Cat. il; Exp B; enctosed; MWFRS (ail heights)and C-C Exterio(2) -2-0-14to 0-11-2, Interior(1) 0-11-2 to 13-2-0, Exterio(2) 13-2-Oto 16-2-0 zonejcantileverteft and right;xpos;d;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate-grip Obl=t.oo3) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.4) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) except (jt=lb) 14=140,'10= 140.
5) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and Rao2.1o.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(SlStandard
Scale ='l:54.1
4x4 =
31 30 29 2A 27 26
3x4 =
DEFL in (loc) Udefl Ud
Vert(LL) -0.07 17 n/r 120
vertirl) -o.og 17 n/r 120
Ho;(TL) o.oo 18 n/a nla
Plates Increase 1 .15
Lumber Increase 1.15
Reo Stress Incr YES
Code lRC2009/TP12007
LOADING (Psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
PLATES GRIP
MT2o 2201195
Weight: 162 lb FT = 0%
2x4 DF
2x4 DF
2x4 DF
2x4 DF
18oOF '1 .6E ot 2x4 DF No 1&Btr
1 80OF 1 .6E ot 2x4 DF No.1 &Btr
Stud/Std
Stud/Std
BRACING
TOP CHORD
BOT CHORD
WEBS
Structural wood sheathing directly applied or 6-0-0 oc purlins' except
end verticals.
Riqid ceiling directly applied or 6-0-0 oc bracrng'
I Pn.rr al midnt 9-25
REACTIONS All bearings 26-4-0
(lb) - Max Hoz33=162(LC 8)
Max uplift nrr ,fiiHioi ro or less at loint(s) 33' 18' 26' 28' 29: s!:31t3?:2!:23' 22' 21' 20' 1e
MaxGravAllreactions25olborlessatjoint(s)262d-29'sd'st'sz'24'23'22'21'20'19except
33=408(LC 13), 18=a08(LC 1a)' 25=263(LC 1)
FORCES (lb) - Max Comp'/Max Ten - All forces 250 (lb) or less except when shown'
ioF cHoAo ?-s3=-s61t117, 16-18=-361/116
NOTES
1,, Nffgt;g;l"r"J;?1:+SE:fl'rf,$;'i:'r9'r$li1??fllr=oun, L?61: ?"r9t1l cat l; Exp B;,encrosed; M\ lF-Rs (arrheiehts)
and C-C corne(3) -z-o-tqiit-l-tz, Eiie,iortz) ,i.lzto-iil;-i,c-,L:ti"its)lir-oiolo-i-oton"; bantileverleftand rishtexposed;end
vertical left and right exposed;c-c for members and fotT-: & ltrwrns for'r6actions shown; Lumber DOL=1'60 plate grip DOL=1'60
3) Truss designed for wind to;;;in tne plane ot tne,truss only] ;;;il;";*p"*d.lo wind-(normal to the face)' see Standard Industry
cabte End Details as appti;j;,';;u;;utt quititi"o building designer as per ANSI/TPI 1 .
ql iil oirG. i* 2x4 Mr2o unless otherwise indicated'
si Cubru requires continuous bottom chord bearing'
oi Truss to be fully sheathed tion.' *" ti"i, or secirely braced against lateral movement (i e' diagonalweb)'
6i ff:?;::T""tr# ;l3,rt;:J,?r " 1o.o psf bouo,n crrord rive road nonconcurrent with anv other rive roads' - - . 1
e) provide mechanrcat connection (by othefs) of truss to b#;; ffii; ;il;i,ie J *iinstanoiig 100 lb uplift at joint(s) 33' 1 8' 26' 28' 29' 30'
,l oihiji,il;?r';33t?lil; l:;dance with the 2oos Internationar Residential code sections R502 1 1 1 and R8o2 1o 2 and rererenced
standard ANSYTPI 1.
LOAD CASE(SlStandard
B0s2-14
I russ
=2
I ru!. I yPs
lommon Gird6r 1 1
brc(Jensen/Snaoow6rooKJ/zu(tu)vvr
Job Reference (oDlional)
3 /,4 ZU]3 Hnnl: /.4JU S QCt 14 zulJ MileK tnoustfl€S, tnc. I nu Mar2U 09:03.',11 2Q14 Pa
, -2-0-0 , 6-g-12 , 13-2-0 , 1S-74 , 26-+0 28-4-0' 2-0-0 6-8-12 6-5-4 G5-4 ' 68-12 ' 2-0-0 '
4x4 ll Scale = 1:54.1
7.oow
SPACING 2-0-0
Plates Increase 1.'15
Lumber lncrease 1 .15
Rep Stress Incr NO
Code lRC2009/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.06 12-13 >999 360
Vert(TL) -0.1212-13 >999 240
HozOL) 0.04 10 nla nla
Wnd(LL) 0.02 2-15 >999 240
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eot2J.4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std
SLIDER Lett 2xO DF 1800F 1.6E 3-10-15, Right 2xo DF 1800F 1.6E 3-10-15
PLATES GRIP
MT20 220t195
Weight: 163 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 44-12 oc purlins
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss ereclion, in accordance with Stabilizer
REACTf ONS (lblsize) 2=187010-5-8 (min. 0-2-0), 1 0=1 554/0-5-8 (min. 0-1 -1 1 )
MaxHorz2=-142(LC 5)
Max Uplift2=-166(LC 7), 10=-140(LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-21011116, 34=-18501144, 4-5=-14541127, 5-6=-12031152, 6-7=-13251151 ,
7-8---14521127 . 8-9=-1 837/1 33. 9-1 0=-1 970/1 05
BOTCHORD 2-16=-2811661,15-16=-2811661,14-15=-2811661,13-14=-2811661,12-13=-1711532,
10-12=-1711532
WEBS 6-13=421734,8-13=-545/81,4-13=-703194,4-15=01271
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind; ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights);
cantalever left and right exposed ; end vertical left and right exposed; Lumber DOL= 1.60 plate grip DOL=1 .60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=166,
1 0= 140.
5) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) Hange(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 382 lb down and 32 lb up al 2-34
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) 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
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate lncrease=1.15
Uniform Loads (plf)
Vert: 1 -6=-86, 6-1 1 =-86. 2-10=-16
Concentrated Loads (lb)
Vert: 16=-382(8)
80362-1 4
Scale = 1:46.7
',F2x4 ll 11
2
4.oow
4X12 MT2OFF
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.18 9-10 >999 360
Vert(TL) -0.42 9-10 >602 240
Hoz(TL) 0.24 8 n/a nta
Wnd(LL) 0.04 9 >999 240
Offsets
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1 .6E or 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF 1800F 1 .6E ot 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
REACTfONS (lblsize) 10=127210-5-8 (min. O-1-8), 8=1272tA-5-8 (min. 0-1-8)
Max Hoz 1 0=142(LC 8)
BRACING
TOP CHORD Structural wood sheathing directly apptied or 4-1-8 oc purlins, exceptend verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-10. 5-8
Mr reK recommends that stabilizers and required cross bracin€
be installed during truss erection, in accordance with StabilizerInstallation oui
PLATES GRIP
MT20 220t195
MT20H 165/146
Weight: 109 lb FT = 0olo
Max Uplift10=-125(LC 9), 8=-125(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-49010, 3-11=484112, 3-12=-2044161, 4-12=-1936t74,4-1 3=-1 936/80, 5-13=-2044t67 ,5-14=48411 1 , 6-14=49AlA, 2-1 0=-603/96, 6,8=-603/96
BOTCHORD 9-10=-88/2008, 8-9=-69/200E
WEBS 4-9=0/1435,5-9=-366/170,3-9=-366/167,3-10=-2O03t215.5-B=-ZOOgt224
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. tt; Exp B; enclosed; MWFRS (ail heights)and c-c Exterio(2) -2-0-14to 0-11--2, Interio(1) 0-11-2 to 10-9-0, Exterior(2) 1o-9-o to 13-9-0 zone; cantilever left and right bxposid ;
'
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) All plates are MT20 plates unless otheMise indicated.
4) This kuss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.5) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
6) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplitt atjoint(s) except (jt=lb) 1O=125,8=125.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
7.oon,
4x4 /z
3
4.oov,
10
4x12MI2jFY-
Scale = 1:46.7
, IUF
4x12 MT20Fk-
1 0-9-0
5:0-0-8,0-2-01, [8:0-3-1 1 1 :0-1 -8,0-1-01, [1 5:0-1-8,
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC200g/TP12007
DEFL in (loc) l/defl
Vert(LL) -0.18 9-10 >999
Vert(TL) -0.42 9-10 >602
Horz(TL) 0.24 I n/a
Wind(LL) 0.04 9 >999
L/d
360
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 8,0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E ot 14 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1 800F 1 .6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
PLATES GRIP
MT20 220t195
MT20H 165/146
Weight: 128 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-O oc bracing.
WEBS 1 Row at midpt 3-10. 5-8
MiTek recommends that Stabilizers and required cross bracinqbe installed during truss erection, in accordince with Stabilizei
Installation
REACTIONS
FORCES (rb)
TOP CHORD
BOT CHORD
WEBS
NOTES
(lblsize) 10=127210-5-8 (min. 0-1-B), 8=127210-5-8 (min. 0-1-8)
Max Hoz 10=142(LC 8)
Max Uplift10=-125(LC 9), 8=-125(LC 9)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
2-33=-490/0, 3-33=4841 12, 3-34=-2044161, 4-34=-1936n 4, 4-35=-1 936/80,
5-36=-4841 1 1, 6-36=-490/0, 2-1 0=-603/96, 6-8=-603/96
9-1 0=-88/2008, 8-9=-69/2008
4-9=0/ 1435, 5-9=-366/1 70, 3-9=-366/1 67. 3-1 0=-2003121 5. 5-8=-20031224
5-35=-2044167
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05;90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft;L=24ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (atl heights)and C-C Exterio(2) -2-0-14to 0-11-2, Interio(1) 0-11-2 to 10-9-0, Exterior(2) 10-9-0 to 13-9-0 zone; cantileverlett and rightexposed;
end vertical left and right exposed;C-C for members and forces & MWFRS for reaciions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 .
4) All plates are MT20 plates unless otheMise indicated.
5) All plates ate 2x4 MfzO unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except (jt=lb) 1O=125,
1 0) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = 1:50.4
TI
lqt9-lNt9 IlqlIel
3x12 =
4x4 =
DEFL in (loc) l/defl Ud
Vert(LL) -0.08 9-10 >999 360
Vert(TL) -0.17 9-10 >585 240
Hoz(TL) 0.01 I n/a n/a
Wnd(LL) 0.00 14-15 >999 240
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress Incr YES
Code lRC2009/TP12007
o-1-12,0-1
1800F 1.6E or2x4DF No.1&Btr
1800F 1.6E ot 2x4 DF No.1&Btr *Except-
DF Stud/Std
Stud/Std
Stud/Std
1-21, [6:0-117.0-1-14
PLATES GRIP
MT20 2201195
Weight: 156 lb FT = 0%
Structural wood sheathing directly applied or 6-0-0 oc purlins, excepl
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
that Stabilizers and required cross bracrng
be installed during truss erection, in accordance with Stabilizer
LoADING (ps0
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
2x4 DF
2x4 DF
82.2x4
2x4 DF
2x4 DF
BRACING
TOP CHORD
BOT CHORD
REACTIONS All bearings 13-0-0 except (t=length) 9=0-5-8'
(lb) - Max Hoz 15=1a1(LC 8).
Max Uplift All uptitt too lb or less at joint(s) 15, 11, 1 4' 1 3 except 9=-1 1.1 (LC 9)
Max crav A1 reactions 250 tb or les! at joint(s) 1i except 15=567(LC 1 3), 1 1=826(LC 1), 1 =551 (LC 1)' 9=586(LC
14)
FoRcEs(|b)-Max.Comp./Max.Ten..Al|forces250(|b)or|essexceptwhenShown.
TOP CH ORD 6-36=-268/48, 7 -36= -27 5 I O, 2-1 5= -5 1 41 1 56' 7 -9= -388 I 82
BOT CHORD 1O-11=-817159,5-10=-309/101' 9-10=0/363
WEBS 3-14=-466/68,4-10=-315/9'6-10=-4281136,6-9=-3791132
NOTES
1 ) Unbalanced roof live loads have been considered for this design'
,i ffi;, lSaE t-os; gompn; rCOl=a.zpst; BCDL=4.2p5J; h=25fr; B=45ft; L=24tt, eave=4li; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and c-c Exterio(2) -2-0-14 to 0-11-2, Interio(1) o-11-2to 1o-9-0, Exterio(2) 1o-9-o to 13-9-o zone; cantilever lett and right exposed ;
end verticat teft and right exjor"o;ct ioi r"in6ers and forces & MWFRS f6T reactions shown; Lumber DOL=1 60 plate grip DOL=1 60
g) Trussdesignedforwindloadsintheplaneofthetrussonly. For.studsexposed.towmd(normal totheface)'seeStandardlndustry' Gable End betails as applicable, or consult qualified building designer as per ANsu I l'l 1.
4) All Dfates are 2x4 M-f2o unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6i ini" trr.. has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads'
7) Bearing at joint(s) g consioers parallel to'grain vatue using ANSlnRt t angle to grain form'ula. Building designer should verify capacity of
bearing surface.
8) provide mechanicat connection (by others) of truss to bearing plate capable of withstanding 1 0o lb uplift at joint(s) 15' 11 , 14' 1 3 except
0t=lb) e=111.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 1 and R802 10 2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Jqo
89362-1 4
I russ
F3
I russ I yPe
ROOF SPECIAL
Jly
1
3r6ttJensen/shadowtsrooKSi
Job Reference (optional)
ldaho 0 s 7.43 oct 14 2013 Pnnl: /.431J S QCt 14 ZUl 3 Ml I eK Inqusul€
y1 EzSLGx2PR95E qn4tawEzz4bb4?WLfKh-oDuh31 W.0-0 17-1-4 21-6-0
russ
&.6-0 10-9-0
4x4 =S€le ='l:46.7
TIl-
f
,lN
lqltcll-l
13
2x4 =4.ooFZ 2x4 ll
13.G0
4x4 --
DEFL in (loc) l/defl Ud
Vert(LL) -0.08 9-10 >999 360
Vert(TL) -0.18 9-10 >567 240
Hotz (TL) 0.04 11 nla nla
Wind(LL) 0.01 12 >999 240
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC200g/TP12007
LOADING(psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x4 DF
2x4 DF
82:2x4
2x4 DF
1 800F 1.6E ot 2x4 DF No.1 &Btr
1 800F 1 .6E ot 2x4 DF No.1 &Btr *Except*
DF Stud/Std
Stud/Std
PLATES GRIP
MT20 2201195
MT20H 1651146
Weight: 128 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied ot 4-104 oc bracing
Stabilizers and required cross
be installed during truss erection, in accordance with Stabilizer
REACTfONS (lblsize) 13=74710-5-8 (min. O-1-8), 11=1311/O-5-8 (min.0-1'8),9=48710-5-8 (min.0-1-8)
Max Hoz 13=-142(LC 7)
Max Uplift13=-117(LC 9), 11=-19(LC 9), 9=-113(LC 9)
Max Giav13=766(LC 13), 11=1311(LC 1)' 9=557(LC 14)
FORCES (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when ihoryl - -
roc cr-rono 2-14=-s1tit37 ,3-14=-772t61, 4-5=01524, 5-16=-12t537 ,6-16=-30/436, 7-17=-266t0,
2-13=-7781 1 55' 7 -9=4A5181
BOT CHORD 1o-1 1=-1262185, 5-1 0=-30411 00, 9-10=-1 47 1299
WEBS 3.12=ot2g6, 10.12=47 t668, 6-1o=-497t135,2.12=01473, 6-9=-3051247 ' 3-10=-7961102'
4-10=-617 116
NOTES
1 ) Unbalanced roof live loads have been considered for this design
Zi Wi"J' nSCf 7-05; g6mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=45ft; L=24fi, eave=4tl; Cat. ll; Exp B; enclosed; MWFRS (all heights)-'"noC-CExterio(i) -z-olalrco-11-2; Inierio(1)o-1i-2tolo-9-O,Exterio(2)10-9-oto13-9-ozone; cantileverleftandrightexposed;
end vertical left ahd right exposeO;C-C for members and forces & MWFRS foT reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
+i fni! trrt. has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
s j eearing ar joint(s) i 3, 1 1;9 considers paiallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
o) Fi|viJei mecnanicit connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) 1 1 except (jt=lb)
13=117,9=1'13.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSIiTPI 1.
LOAD CASE(S) Standard
Scale = 1:69.4
10x12 MT18HF17
10x12 MT18HS.-
DEFL in (loc) l/defl
Vert(LL) -0.50 14-'16 >825
Vert(TL) -0.90 14-16 >457
Hoz(TL) 0.79 11 nla
Wind(LL) 0.17 12-14 >999
Ud
JOU
nla
240
Plates Increase 1.15
Lumber Increase 1 .15
Rep Stress Incr YES
Code lRC2009/TP12007
LOADING(psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1E00F 1.6E or2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1 6Eot2x4 DF No'1&Btr
WEBS 2x4 DF Stud/Std *Except"
W6,W1 : 2x4 DF 1 8OOF 1 6E ot 2x4 DF No' 1&Bk
OTHERS 2x4 DF Stud/Std
WEBS
PLATES GRIP
MT20 2201195
MT18HS 2201195
Weight: '174 lb FT = 0%
Structural wood sheathing directly applied ot 24'12 oc purlins, exceptBRACING
TOP CHORD
end verticals
BOT CHORD Rigid ceiling directly applied or 1o-0-O oc bracing.
WEBS 2 Rows at 1/3 Pts 4-17,8-11
ek recommends cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTfONS (lblsize) 17=1s42l0-5-8 (min.O-1-15),11=1738/0-5-8 (min'0-1-12)
Max Hoz 17=1 98(LC 8)
Max Uplift17=-167(LC 9)' 11=-1os(LC 9)
FORCES (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shgyl:.- .-
roccnono 2-18=-645t60,9_18=-592t70,3-4=-500/81,4-5=-4307t344,5-19=-35331247,
6-19=-340e/261,6-20=-3409/269,7-20=-3532247,7-8=-4350/358'8-9=-7231110'
9-1 O=-869/98, 2-17 =-7 31 I 134, 1 O-1 1=-6451 1 07
BOT CHORD 16-17=-30Qt3773, 1 5-16=-203/3757 , 14-',15=-192t3786, 1 3-14=-1 85/3805, 12-13=-19713776'
11-12=-31213844
6-14=-15312954,7-14=-784t173,7-12=-71272, 5-14=-7671167 ,5-1 6=-1 5/265,
4-1 7 =-38921 31 4, 8-1 1 = -37 32 I 294
NOTES
1 ) Unbalanced roof live loads have been considered for this design'
ij Wff,;jat i-bs; sompn; rCOl=a.zpsr; BcDL=4,2psf; 6=25ft; B=45ft; L=3sft; eave=4fti cat ll; Exp B; enclos€d; YWFIS (all heishts)
andC-CExterior(2) -2-0-14t;1--4-g,interio(r)1-4-ti to17-3-O,Exterior(2)17-3-Oto20-8-6zone: cantileverlettandrightexposed;end
vertical teft and right exposeO;C-C for memb;rl and forces & MWFRS forieactions shown; Lumber DOL=1.60 plate grip DOL=1'60
3) All plates are MT20 plates unless otheMise indicated.
+j tnii truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
5) Bearing at joint(s) t z, r r "on"lo"o
plrat'i"t to grain value using ANSlffPl 1 angle to grain formula' Building designer should verify
capacity of bearing surface.
6) provide mechanicat connection (by others) oftruss to bearing plate capable ofwithstanding 1oo lb upliftatjoint(s) except (Jt=lb) 17=167
11=105.
7) Thistruss is designed rn accordancewith the 2009 International Residential Code sections R502 11.'l and R802 10'2 and referenced
standard ANSlffPl 1.
LOAD CASE(SlStandard
Scale = 1:72.84xO li
7.oon,
42 3x8\\
3x4 ll\lh 1lq109
TYNEi1O MTzOFF
4.00ua
DEFL in (loc)
Vert(LL) -0.08 11-12
Vert(TL) -0.18 11-12
Hotz (TL) 0.02 11
Wnd(LL) 0.01 15
f/defl LId
>999 360
>575 240
nla ila
>999 240
Plates Increase 1.15
Lumber lncrease 1 .1 5
Reo Stress Incr YES
Code lRC20O9/TP12007
LOADING (PsO
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8,0
PLATES GRIP
MT20 2201195
MT20H 165/146
Weight: 281 lb FT = 0olo
1o-0-0 oc bracing, Except:
6-15,6-14, 2-20
LUMBER
TOP CHORD 2x4 DF 1800F 1 .6E ot 2x4 DF No 1 &Btr
BOT CHORD 2x4 DF 18ooF 1.6Eor2x4 DF No.1&Btr"Except.
83: 2x4 DF Stud/Std
WEBS 2x4 DF Stud/Std *Except*
W1.2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING
iop cHono structural wood sheathing direcfly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or
6-0-0 oc bracing: 13-14
4-9'2 oc bracing: 12-13'
WEBS 1 Row at midpt 5-15,
ffirs and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS All bearings 13-5-8 except 0t=length) 11=0-5-8' 13=0-3-8'
(lb) - Max Hoz21=197(LC 8)
Max Uplift nll uptiit t oci lb or less at joint(s) 21 , 11 , 13 except 19=-465(LC 2) .
Max Grav Ail r6actions 250 tb or les! at ioint(s) 16, 17 except 21=726(LC 13),
2O=1297(LC 1),11=a02(LC 1)' 13=1372(LC 1)
FORCES (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when slowll -. - ^-
iop bHbRO 240=4stjt2s, 340=-2slt4s, 441=-644t147, 5-41=4251164,542=-335/169,
6-42=-506/'1 55, 8-9=-291 /1 8, 9-1 0=-349/9, 2-21 =-659 I 17 1' 1 0-1 1=-301 I 44 -
BoTcHoRD20-21=-1091456,14-15=0/335,12-13=.13421144,7.12=.4021120'11^.12=^.551498
WEBS4-20=-980/168,12-14=01411,6'12=-585/84,8-12=4691153'8-11=-288/98
NOTES
1 ) Unbalanced roof live loads have been considered for this design'
2) Wind: ASCE 7-05; gomph; fCOr-=+.zpsf; BCDL=4.2psf; n=zSi; B=asfi; L=35ft; egve:lfii Cat ll; Exp B; enclosed; MWFRS (all heights)
and c-c Exterio(2) -2-0-14614-8,inierio(1) t<-ti_to tz-s-o, Exterioilzi 17-3-o to 20-8-6 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-c for members and forces & MWFRS forieactions shown; Lumber DoL=1.60 plate grip DoL=1'60
3) Truss desiqned tor wind loads inthl plane of the truss only. For studs exposed.tq wind (normal to the face), see standard Industry-'
i;; ;ilfi"taiis aJ ippticaote, or c6nsutt quatifled buitding designer as per ANSI/TPI 1.
4) All olates are MT20 plates unless otherwise indicated
sl Rtt btates are u4 Mf 20 unless otherwise indicated'
6i Gabb studs spaced at 2-o'o oc.
7) This truss has been o"r,gn"Jtot "
1 0.0 psf bottom chord live load nonconcurrent with any other live loads'
;i ffi;!-j1 l.i.(sit t con-sioers parailel to grain value using ANStrrPt 1 angle to grain formula. Building designer should verifv capacity
of bearing surface
9) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 0o lb uplift at joint(s) 21 , 'l 1 ' 13 except
,, rfFrlil ;::3?Jdesisned in accordance with the 2009 International Residential code sections R502.1 1 .1 and R8o2 1o 2 and referenced
standard ANSI/TPI 1.
LOAD CASE(SlStandard
Scale ='l:68.1
10x12 MT18HS16
10x12 MTlSHSt
DEFL in (loc)
Vert(LL) -0.50 11-13
Vert(TL) -0.90 11-13
Hotz (TL) 0.79 10
Wind(LL) 0.17 11-13
l/defl Ud
>821 360
>456 240
nla nla
>999 240
Plates Increase 1.15
Lumber Increase 1 15
Reo Stress Incr YES
Code tRC2009/TP12007
1 7-3-0
LOADING (Psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
PLATES GRIP
MT20 2201195
MT18HS 220t195
Weight: 171 lb FT = 0%
LUMBER
i6i;Eriono 2x4 DF 1800F 1.6Eot2x4 DF No'1&Btr
eof CHOnO 2x4 DF 1800F 1.6E ot 2x4 DF No 1&Btr
WEBS 2x4 DF Stud/Std'Except.
WO,W1 ' Z"a DF 1 8OOF 1'6E ot 2x4 DF No 1&Btr
OTHERS 2x4 DF Stud/Std
Structural wood sheathing directly applied or 24-9 oc purlins' except
end verticals.
Rioid ceiling directly applied or 10-0-0 oc braqng'
r i^-c at i/3 nts 3-16. 7-10
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIONS (lblsize) 16=1745/0-5-8 (min 0-1-12)'10=1745/0'5-8 (min'0-1-12)
Max Hoz 1 6=-1 82(LC 7)
Max Uplifi16=-107(LC 9)' 10=-107(LC 9)
FORCES (lb) - Max. Comp./Max. Ten - All forces 250 (lb] or less except when shown
i6iji-HbRD'ti=-azorgs,;e:=:;2shdi,a-i=istgis6t:!-17=-s556t24s,5-17=-3433t264,5.18=-3a:f)t27 i,o.ic.'s5dolzso, 6-7=4370/360, 7.8=.7251 1 10, 8-9=-870/98'
1 -1 6=-646/1 05, 9-1 0=-646/1 07
BOT CHORD rs-ro=-sogtsdb6 ,'la4s=-cittsts6, 13-14=-196/3825' 12-13=-187t3825,11-12=-19et37e6'
10-1 1 =-31 3/3860
WEBS s-ts=-tsstzgii , a4s=-t9ct17-?,^a-1F-et271', 4-13=-784t169 ' 4-15=-12t271 '
g-1 6=-97 49 t 290, 7 -1 0= -37 49 I 296
NOTES
;'ly*t|ffit:g;1"&l;?x:ia;"r:"."lrrT33ri%l},.'rr?fllr=ouo,.r=.un :1y1=i1; c"t.r; Exp B; encrosed; J"uf.RS (arrheishts)
and C-C Exterior(2) 0-1-12 ro 3-7-2, Interio(1) S-Z-Z to rz-Sl,'L-xteri;tta ii-S-O to 20-8-6 zone; cahtilever left and right exposed ; end
vertical teft and right exposed;c-c for members and forces & Itlwrns fbi reactions shown; Lumber DoL=1'60 plate grip DOL=1'60
s) Al plates are MTio plaies unless otherwise indicated'
4) This truss has been o"",gn"iiJiu-i blo p-.i oottor Cnord live load nonconcurrent with anv other live loads'
5i Bearing at joint(s) 16, 1 O considers parallel to grain u"f r" ,"ing AilaiffFl i angle to grain formula' Building designer should verify
..' ;?3i,:y;:ffi3lil?isF.?";,* (by others) of truss to bearins prate capabre of withstandins 1 oo lb uprifi at joint(s) except (jt=lb) 16=1 07'
10=107. 6^^,i^-.i^r ^^na aa^ri^nc e.{o) 11 1 end R802.10.2 and referenc€d
7)ThistrussisdesignedInaccordancewiththe2o0gInternationa|Residentia|codeSectionsR5o2.11.1andR802'10'2an
standard ANSI/TPI 1.
LOAD CASE(S) Standard
2 Rows at 1/3 Pts
Scale = 1:68.1
I
lnl*-^ltYl131
10x12 MT18HF
0-2-0 8-9-4 17-3-0 , 25-8-12 , 3+G0
0-2-0 8-74 8-5-12 ', 8-5-12 ' 8-9-4
SPAC|NG 2-0-O
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC200g/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.50 11-13 >821 360
Vert(TL) -0.90 11-13 >456 240
Hoz(TL) 0.79 10 nla nla
Wnd(LL) 0.17 11-13 >999 240
LOAOING(psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
BoT CHORD 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std.Except*
W6,W1;2x4 DF 1800F 1.6Eor2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
REACTfONS (lb/size) 16=174510-3-8 (min.O-1-12),10=1745/0-5-8 (min.0-1-12)
Max Hoz 1 6=-1 82(LC 7)
Max Upliftl6=-107(LC 9), 10=-107(LC 9)
PLATES GRIP
MT20 220t195
MT18HS 2201195
Weight: 171 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 Rows at 1/3 pls 3-16, 7-10
cross
be installed during truss erection, in accordance with Stabilizer
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-870195, 2-3=-7251107 , 3-4=-43701351 , 4-17=-35561249, 5-17=-34331264,
5-18=-34331271,6-18=-3556/250,6-7=43701360,7-8=-7251110,8-9=-870l98,
1 -1 6=-646/1 05, 9-1 0=-646/1 07
BOTCHORD 15-16=-309/3860,14-15=-20713796,13-14=-196/3825,12-13-1A713825,11-12=-19913796,
1 0-1 1 =-31 3/3860
WE BS 5-13=-15512977 , 6-13=-7841172, 6-11=-91271 , 4-13=-7841169, 4-15=-12127 1 ,
3-1 6=-37 491290. 7 -1 0=-37 49 1296
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Windr ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=35tt; eave=4fi; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Exterio(2) 0-1-12 to 3-7-2, Interio(1) 3-7-2to 17-3-0, Exterio(2) 17-3-0 to 20-8€ zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Bearing at .ioint(s) 16, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplitt atjoint(s) except (Jt=lb) 16=107
1O=107.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.1 0.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S)Standard
S€le: 3/16"=1'
21
7.oow
4x8 /z 15
16 1417 Sx6 = 13
"u
ttt*I;;t' 3xB M18'HS--
Y?
sx6 ll
v{l?
4x12 MT2o|-F
Igl9
19
4x12 Mf 20t+.-
DEFL in (loc) l/defl Ud
Vert(LL) -0.47 15 >875 360
Vert(TL) -0.82 12-14 >501 240
Hoz(TL) 0.76 11 Na nla
VMnd(LL) 0.17 16 >999 240
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress lncr YES
Code lRC2o09/TPl2o07
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8,0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6Eor2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std.Except*
W1 . 2x4 DF 1 8O0F 1.6E ot 2x4 DF No.1 &Btr
PLATES GRIP
MT20 2201195
MT20H 1651146
M18SHS 2201195
Weight: 181 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 Rows at 1/3 pts 3-19, 8-1 1
ek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) 19=174510-3-8 (min. o-1-12), 11=1745l0-5-B (min. 0-1-12)
Max Horz 1 9=-1 69(LC 7)
Max Uplift19=-107(LC 9), 11=-107(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-810196. 2-3=-6501107 ,34=43641405, 4-20=-37581321, 5-20=-37451343'
5-6=-34171340. 6-21=-37451341,7-21=-37581319,7-8=43641405,8-9=-650/1 1 0'
9-10=-810/99, 1-19=-6071103, 10-1 1=-607/105
BOTCHORD 18-19=-34713771,17-18=-28113874,16-17=-2623896,15-16=-12313257,14-15=-11313257,
13-1 4=-24013896. 1 2-13=-2581 387 4, 1 1 -12=-3421377 1
WEBS 4-16=-638/158, 5-16=-40/600, 5-15=-491985,6-15=-741985,6-14=-401600,7-14=-6381161,
3-1 9-- -37 321 329, 8- 1 1 = -37 32t 329
NOTES
1) Unbalanced roof ltve loads have been considered for this design.
2i Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45tt; L=35ft; eave=4tt; Cat. ll; Exp Bi enclosed; MWFRS (all heights)
and C-C Exterio(2) 0-1-12to 3-7-2, Interio(1) 3-7-2 to 15-10-8, Exterior(2) 15-10-8 to 18-7-8, Interior(1) 23-6-1 to 3444 zone; cantilever
left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1 .60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x4 MT20 unless otherwise indicated.
O) tni! truss has been designed for a 1 O.O psf bottom chord live load nonconcurrent with any other live loads.
Zi Bearing at joint(s) 19, 1 1 bonsiders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) provide mechanicll connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except [t=lb) 1 9=1 07,
11=107.
9) This truss is designed in accordance with the 20Og International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = 1:59.6
5x6 =
zJo
5x6 =
5zz
,,F
lo
4x8'-
Plates Increase 1.15
Lumber lncrease 1.'15
Rep Stress Incr YES
Code lRC200g/TP12007
DEFL in (loc) /defl Ud
Vert(LL) -0.51 15 >809 360
Vert(TL) -0.85 15 >481 240
Hoz(TL) 0.80 11 nla nta
Wnd(LL) 0.19 15 >999 240
Offsets
LOADING(psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4DF 1800F 1.6Eor2x4 DF No.1&Btr
BOTCHORD 2x4 DF 1800F 1.6Eor2x4 DF No.1&Bh
WEBS 2x4 DF Stud/Std.Except*
W1:2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
20-7-8
PLATES GRIP
MT20 220t195
Weight: 175 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing direcily applied or 2-2-O oc purlins, exceptend verticals.
BOT CHORD Rigid ceiling directly apptied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-19. 8-11
Mr leK recommends that stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
REACTIONS (lblsize) 19=1745/0-3-8 (min. 0-1-12), 11=1745l0-S-B (min. O-1-12)
Max Hoz 1 9=-1 51 (LC 7)
Max Uplittl9=-107(LC 9), 11=-107(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 2S0 (lb) or less except when shown.TO P C H OR D 1 -2=-7 1 61 85, 2-20= -5941 87, 3-20=-566/96, 3-21 = 43 1 6 I 436, 4-21 = 4 1 1 3 t 497,
4-5=-4o36t415, 5-22--45911440, 22-23=4591t440, 6-23=-4591t440, 6-7=4036t407,
7 -24=41 13/431, 8-24=43161429, 8-25=-566/98, 9-25=-594/89, 9-1 O=-71 6/89,1 -19= -54219 1, 1 0'1 1 =-542193
BorcHoRD 18-19=-365/3624,17-18=-33213943,16-17=-214t3564,1s-i6=-2123sE0,14-1s=-199/3s8o,
1 3-1 4=-201 13564, 1 2-13=-30313943, I 1 -12= -35313624
WE BS 3-1 8=0/304, 4-17=-3881115, 5-17=-34t387 , b-1 5=-69/1 640, 6-1 5=-96/1 640, 6-1 3=-36/387,7-1 3=-388/1 1 9, 8-12=01304, 3-1 9=-3696/355, 8-1 1 =-3696/353
NOTES'1) Unbalanced roof live loads have been considered for this design.2) Windl ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft 8=45ft; L=35ft; eave=4ft; Cat. ll; Exp B; enctosed; MWFRS (ail heights)and C-C Exterio(2) 0-1-12to 3-7-2, Interio(1) 3-7-2 to 13-10-8, Exterio(2) 13-10-8 to 25-6-1, Interio(1) 25-6-1 to9444 zohe; cantiteverleft and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumDerDOL=I.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 1 0.0 psf bottom chord lrve load nonconcurrent with any other live loads.6) Bearing at joint(s) 1 9, 1 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 1oO lb uplift atjoint(s) except 0t=lb) 19=107,1 1=107 .
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSlffPl 1.
LOAD CASE(S) Standard
Scale = '1:59.4
10x10 =
7
T9Y
ft
Plates Increase 1.15
Lumber lncrease 1 .1 5
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) l/defl
Vert(LL) -0.13 12 >999
Vert(TL) -0.22 12-14 >999
Hoz(TL) 0.08 E nla
Wnd(LL) 0.05 12 >999
Ud
360
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or2x4 DF
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF
WEBS 2x4 DF Stud/Std *ExceDt*
W1: 2x4 DF 1800F 1.6E or 2x4
No.1&Btr
No.1&Btr
' DF No.1&Btr
PLATES GRIP
MT20 220t195
Weight: 199 lb FT = 0olo
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-B-3 oc purlins, excepl
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-O oc bracing.
Mr lek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
lnstallation
REACTfONS (lblsize) 16=1745/0-3-8 (min.0-1-14),8=174510-5-8 (min.0-1-14)
Max Hoe 1 6=-1 30(LC 7)
Max Uplift16=-107(LC 9), 8=-107(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-25371257 , 2-17=-23881270, 2-18=-22171275, 3-18=-20921297 ,3-1 9=-1 982/306,
19-20=-19821307, 4-20=-19821307, 4-21=-19811307, 21-22=-198213A7 , 5-22=-1982t306,
5-23=-20921297 , 6-23=-2217 1275, 6-24=-23881270,7-24=-25371257 , 1-16=-1680t202,
7-8=-16801202
BOTCHORD 15-16=-80/491,14-15=-19612077,13-14=-12611800,12-13=-12611A00,11-12=-120t1800,
1 0-1 1 =-1 201 1800. 9-1 0=-1 8312077. 8-9=-88/491
WEBS 2-14=-367188, 3-14=-81318, 3-12=-37 1520, 4-12=-467198, 5-12=-371520,5-1 0=-8/31 8,
6-1 0=-367/88, 1 -1 5=-1 1 8/1 599, 7-9=-1 1 6/1 599
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=35tt; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Exterio(2) 0-1-12 lo 3-7-2, Interio(1) 3-7-2 to 11-10-8, Exterio(2) 1 1-1 0-8 to 27-6-1, Interior(1 ) 27-6-1 to 3444 zone; cantilever
left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
5) Provide mechanical connectron (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except 0t=lb) 16-107 , .8=107.
6) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
-2-O-O, 6-2-5 12-',t-3 , 18-0-0 , 23-10-13 , 29-9-11 , 36-0-0
2-0-0' 6-2-5 ', 5-10-13 ', t10-13 ', 5-10-13 ' $.10-13 ' 6-2-5
Scale = 1:70-8
3x6 :\
q-21
5x6 ll 18
3xO M18SHS=
DEFL in (loc) l/defl Ud
Vert(LL) -0.15 14-16 >999 360
Vert(TL) -0.33 14-16 >999 240
HozCfL) 0.12 11 nla nla
Wind(LL) 0.05 14-16 >999 240
SPACING 2-O-O
Plates Increase 1.15
Lumber lncrease 1.15
Reo Stress lncr YES
Code lRC2009/TPl20o7
LOADING (ps0
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2x4DF 1800F 1.6Eot2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std.Except*
w1'. 2x4 DF 1 800F 1 .6E ot 2x4 DF No.1 &Btr
PLATES GRIP
MT20 220t195
M18SHS 2201195
Weight: 205 lb FT = 0olo
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-14,5-14,4-17,8-11
requrred cross bracing
be installed during truss erection, in accordance with Stabilizer
lnstallation oui
REAcTf ONS (lbl size) 17=201 8/0-5-8 (min. o-2-2), 1 1=1e1 510-5-8 (min. 0-1 -1 5)
MaxHorz1T=202(LC 8)
Max UplittlT=-172(LC 9), 11=-11o(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-579150, 3-1 8=-449160, 3-4=-427173, 4-5=-24391259, 5-19=-1838t243,
6-19=-16071261, 6-20=-1607 1266,7-20=-18371243,7-8=-24611273, 8-9=-589/1 14,
9-21 =-665/1 04, 10-21=-821 I 101, 2-17=6901 131, 1O-1'l=-61 41 1 1 1
BOT CHORD 16-17=-15512129, 1 5-1 6=-93/1 878, 1 4-1 5=-93/1 878 , 13-14=-9011887 , 12-13=-90t1887 ,
11-12=-16712165
WEBS
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25fi; B=45tt; L=36ft; eave=stt; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Exterio(2) -2-O-14to 1-6-5, Interior(1) 1-6-5 to 18-0-0, Exterio(2) 18-0-0 to 21-7-gzone: cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactrons shown; Lumber DOL=1.60 plate grip DOL= 1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) ottruss to bearing plate capable of withstanding 100 lb uplift at joint(s) exceilAt=b) 17=172,
I 1=1 10.
6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPl 1.
LOAD CASE(S) Standard
6-14=-14311213, 7 -14=-7251140, 7-12=-211403, 8-12=-29911 19, 5-14=-7 11 1138,
5 - 1 6= -1 1 I 37 6, 4-1 6= -27 O I 1 07, 4- 1 7 = -21 481 236, 8-1 1 =-1 930/ 1 46
S€l€ = 1170.8
25262736 35 34 33 32 31 30 29 28
5x6 = 5X6 =3839
DEFL in (loc) l/defl Ud
Vert(LL) -0.00 1 nh 120
Vert(TL) -0.03 1 nlt 120
Hotz(TL) 0.01 23 nla nla
Plates Increase 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
2x4 DF
2x4 DF
2x4 DF
2x4 DF
1 800F 1 .6E ot 2x4 DF No.1 &Btr
1 800F 1 .6E ot 2x4 DF No.1 &Btr
Stud/Std
Stud/Std
PLATES GRIP
MT20 2201195
Weight: 249 lb FT = 0olo
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS l Rowatmidpt 12-32, 11-33, 10-34, 13-31,14-30
ek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
lnstallation qui
REACTIONS All bearings 36-0-0.
(lb) - Max Hoz41=202(LC 8)
MaxUpliftAll upliitl0olborlessatjoint(s)41,23,33,34,35,36,37,38,39'40,31,30'29,28'27,26'25'
24
MaxGrav Allreactions250lborlessatjoint(s)23,32,33,34,35,36,37,38,39,40,31,30,29,28,27,26,
25, 24 except 41=388(LC 1 )
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-41=-341184
NOTES
1) Unbalanced roof live loads have been considered for this design.
zi WinO, nSCe 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=36ft; eave=2ft; Cat. ll; Exp B; enclosed; MWFRS (all heights)
and C-C Corne(3) -2-O-14 to 1 -6-5, Exterio(2) 1 -6-5 to 1 8-O-0, Corne(3) 1 8-0-0 to 21-7-3 zone, cantilever left and right exposed ; end
vertical left and right exposed;C-C for membirs and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'60
S) iruss designed t6r win'O toad! in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates arc 2x4 Mf 20 unless otherwise indicated
5) Gable requires continuous bottom chord bearing.
6j Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-0-0 oc.
Ai This truss has been designed for a 1O.O psf bottom chord live load nonconcurrent with any other live loads.
Si provide mechanical connlction (byotheis) of trussto bearing plate capable of withstanding 100 lb uplift at joint(s) 41,23,33,34' 35, 36'
37, 38, 39, 40, 31 , 30, 29, 28, 27 ,26,25, 24.
1O) This iruss is designed in accordance with the 20Og International Residential Code sections R502.'l 1 .1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(SlStandard
Scale = 1;72.1
7.ooFT
3x4 /z
5
3x6 :\
9
3x8 Ml8SHF 15
3x8 3x8 M18SHS=
1 36-0-01-12 8-1 0-4 8-10-4
LOADING(psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
SPACING
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress lncr YES
Code lRC2009/TP12007
csl
TC 0.96
BC 0.49
wB 0.65
(Matrix)
DEFL in (loc) t/defl Ud
Vert(LL) -0.15 13-15 >999 360Vert(TL) -0.32 13-15 >999 240Horz(TL) O.'12 12 nta nlaWind(LL) 0.05'13-15 >999 240
PLATES GRIP
MT20 220t195
M18SHS 220t195
Weight: 208 lb FT = 0olo
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x4 DF 1 800F 1 .68 ot 2x4 DF No.1 &Btr
2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr
2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing direcfly applied or 3-8-6 oc purlins, exceptend verticals.
.BO.T CHORD Rigid ceiting direcfly applied or 1O-O-O oc bracrng.WEBS 1 Rowatmidpt 7-1S,5-1S, 4-18.8-12
recommends that Stabilizers and required crossbe installed during truss erection, in accordance with StabilizerInstallationREACTIONS (lb/size) 18=2012t0-S-A (min. o-2-2),Max Horz 18=-207 (tC 7\
Max Uplift18=-170(LC 9), 12=-170(LC
lglC^FS^ ll!) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOP CHORD 2-19=-575t49, 3-19=446t59, g4=-424n2, 4-5=_2429ti54, 5-20=-1827t237,6-20=-1 596/260, 6-21 =-1 596/260, 7-21=-1827t237,7-8=-2429t254, 8_s=424t72,9-22=446t s9, 1 0-22=-57 St 49, 2-1 B= -6A7 t 1 32, 1 A_1 2=_687 I 1 32Bor cHoRD 17-18=-10312120, 16-17=-36/1869, 15-16=-36/1869, 14-15=-33/1869. 13-14=-33/1869.12-13=-10Ot2120
WEBS 6-1 5=-1 38/1 203, 7-15=-7 1 1t13A, 7-19=-1 1t377 , B-13=-27Ot1oB, S-15=-Z i 1 t138,5-17=-1 1 /377, 4-17=-22 Ot 108, 4-18=-21 42235, B_12=-2142t29s
NOTES'1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TC!L^=!.Z.ngr, BCDL=4.2psf; h=25ft; _B=45ft; L=36ft; eave=sft; Cat. tt; Exp B; enclosed; MWFRS (al heights)and c-c Exterio(2) -2-0-14 toi-6-s, Interior(1) 1-6-5 to 18-0-0, Exterio(2) 1B-b-o 1o2r-i-szone; cintiieveir"tt
"i.,J'iigni""posed;end, vertical left and right exposed;C-c for members and forces & MWFRS for ieactions shown; Lumbei ooL=i.oo praie giif ool=t.oo3) All plates are MT20 plates unless otheMise indicated.4) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except 0t=tb) 18=1 70,12=170.
6) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
1 2=201 21 0-5-8 (min. 0-2-2)
e)
so62-u\ .K1 'OMMON
ury t'ty bretrJensen/s naoowBrook3/20(lu)wp
Job Reference (optional)
zurJ Pnnt: /.43u s oct 14 2013 Mil
4x6 ll Scale = 1:55.4
1
17-2-8 25-11-8
rets (X,Y):0-1 -1 2,0-1 -81. [7:0-2-0. Edoel. t9
LOADING (psf)
TCLL 3s.0
TCDL 8.0
BCLL O.O
BCDL 8,0
SPACING
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC200g/TP12007
csl
TC 0.79
BC 0.35
wB 0.47
(Matrix)
DEFL in (loc) l/defl UdVert(LL) -0.08 12-13 >999 360
Vert(TL) -0.19 12-13 >999 240
Horz(TL) 0.05 I Na nla
Wind(LL) o.0210-12 >999 240
PLATES GRIP
MT20 220t195
Weight: 144 lb FT = 0%
LUMBER
TOP CHORD 2x4DF 1800F 1.6Eot2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Bh
WEBS 2x4 DF Stud/Std *Except.
W8: 2x4 DF 1800F 1.6Eor2x4 DF No.1&Btr
REACTIONS (lb/size) 1s=1508/0-5-8 (min. 0-1-10), 9=1301/O-5-B (min. O-1-8)Max Hoz 1 3=-1 68(LC 7)
Max Uplift13=-139(LC 9), 9=-80(LC 9)
BRACING
TOP CHORD Structural wood sheathing direcfly applied or 4-5-O oc purlins, except
end verticals,
.BOT CHORD Rigid ceiling directly applied or 1O-O-O oc bracing.WEBS 1 Row at midpt 4-13. 6-9
remmmends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
FORCES (lb) - Max. Comp./Max. Ten. - All forces 2bO (lb) or less except when shown.ToPcHoRD 4-15=-1335/189,5-15=-1105t2o2,5-16=-1474t242.6-16=-1649t216,6-7=-6g3t149.
7-17=-697 1133, 8-17=-848t132,2-1 3=-508/.1 59, 8-9=-650/1 34BOT CHORD 12-13=-7011105, 11-12=-10t960, 1 0-1 1 =-1 0/960, 9-1 O=-100/1 433WEBS 5-12=-291373,5-10=-841694,6-10=-4931153,4-13=-1979t10,1,6-9=-101238
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. il; Exp B; enctosed; MWFRS (ail heights)and C-C Exterio(2) -2-0-14 lo 0-1 1_-2, Interio(1) o-11-2 to 1 1-1 1-8, Exterior( 2) 11-11-B lo 14-11-8 zone; cantilever left anC rii;nt exfioseO
- end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 platre griiDOL=1.603) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with anv other live loads.4) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) 9 except (jt=lb)1 3=1 39.
5) This truss is designed in accordance with the 2009 International Residential code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(SlStandard
DATEO3I2O/14 PAGE 1\on-ltemized QUOTE Estim\on-ttemized QUOTE Estimate
o'N
s- Snoke River Truss
*rrN & Comoonents LLC
MssNW\ffighl*,*\-
REQ. QUOTE DATE ORDER #
ORDER DATE QUOTE #80362-14
DELIVERY DATE CUSTOMER ACCT #0000001 24
DATE OF INVOICE CUSTOMER PO #
ORDERED BY |NVO]CE #
TERMS
SUPERINTENDENT SALES REP Will Punkonev
JOBSITE PHONE #(208) 313-6736 SALES AREA Rexburg
oLD
To
s
H
Brett Jensen
Rexburg, lD
(208) 313-6736
JOB NAME: Shadow Brook
MODEL:TAG:
LOT # SUBDIV:
JOB CATEGORY: Residential
DELIVERY INSTRUCTIONS:
Lot 1l Harvest heights
Rexburg, lD
SPECiAL INSTRUCTIONS:
OVERHANG INFCHEEL HEIGHT 00-03-1 5 REQ. LAYOUTS REQ. ENGINEERING QUOTE t3t20t14
vA END CUT RETURN NONE NONE LAYOUT
SOUARE GABLE STUDS 24 tN. O(CUTTING
35.0,8.0,0.0,8.0ROOF 7RUSSES LoADTNG
INFORMATION ROOF TRUSS SPACING:24,0 lN. O.C. (TYP.)
A
A
PROFILE
rN'
dN
,A
A
A
7X.
ffi-
"4/v*
"'^t.s.-
dV..
-rlllht.-.
-KI.>-.
A
,ra&
DAIEO3I2O/14 PAGE 2[on-ltemized QUOTE Estimate
' ';r&
w* Snoke River Truss
*d* & Componenls LLC
"tNs&*\sw4+Rsw furqq5Fk-
REQ. QUOTE DATE ORDER #
ORDER DATE QUOTE #80362-14
DELIVERY DATE CUSTOMER ACCT #000000124
DATE OF INVOICE CUSTOMER PO #
ORDERED BY |NVOICE #
TERMS
SUPERINTENDENT SALES REP Will Punkonev
JOBSITE PHONE #(208) 313-6736 SALES AREA Rexburg
oLD
Brett Jensen
Rexburg, lD
(208) 313-6736
JOB NAME:Shadow Brook
MODEL:TAG:
LOT # SUBDIV:
JOB CATEGORY: Residential
DELIVERY INSTRUCTIONS:
Lot 11 Harvest heights
Rexburg, lD
SPECIAL INSTRUCTIONS;
BY
OVERHANG INF(HEEL HEIGHT 00-03-1 5 REQ. LAYOUTS REQ. ENGINEERING OUOTE t3t20t14
END CUT RETURN NONE NONE LAYOUT
SOUARE GABLE STUDS 24 tN. O(CUTTING
ROOF TRUSSES
PROFILE
A
A
A
&
\
,"rrtlllllll*
-dfit-
./ft-
LOADING
INFORMATION ROOF TRUSS SPACING:24.0 lN. O.C. (TYP.)
TEMS
QTY ITEM TYPE slzE LENGTH
FT-tN-16 PART NUMBER NOTES
Hanqer HUS26
ACCEPTED BY SELLER
BY: _--*-
TITLE:
DATE OF ACCEPTANCE:
ACCEPTED BY BUYER
PURCHASER:
ADDRESS:DELIVER\INCLUDED
SUB-TOTAL $7,000.8:
SALES TAX 6.000%$420.0{
PHONE: DATE:GRAND TOTAL $7,420.8t
Construction Site:
Lot# 11 Harvest Heights Sub.,
Rexburg, lD
Owner/Agent:
Brett Jensen Const.
14-00122
630 Wheatland Dr - SFR
Office Copy
Designer/Contractor:
Blair L. Fredrickson
Landforms Design
16 East 100 South
Bountiful, UT 84010
(801)298-2240
Plans@Landforms.com
- , REScheck Software Version 4.4.4
f \fI Gompliance Certificate
ltl-
Project Title: Shadow Brook Plan
Energy Code:
Location:
Construction Type:
Project Type:
Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Permit Date:
2009 tEcc
Rexburg, ldaho
Single Family
New Construction
Bldg. faces 0 deg. from North
4,356 ft2
26Yo
8693
6
03117t2014
Compliance: 4.9% Better Than Code Maximum UA: 556 Your UA: S29
The % Better or WoFe Than Code Index nflsts how closs to (mplien@ the house is bas€d on @de traded rut6It DOES NOT prcvide an ostimate of energy uss or @st relative to a minimum-@oe nome.
Ceiling 1: Raised or Energy Truss
Ceiling 2: Cathedral Ceiling (no attic)
Wall 1: Wood Frame, 16" o.c.
Orientation: Front
Window 1: Wood Frame:Double Pane with Low-E
SHGC: 0.30
Orientation: Front
Door 2: Solid
Orientation: Front
Wall 2: Wood Frame, 16" o.c.
Orientation: Back
Window 3: Vinyl Frame:Double pane with Low-ESHGC: 0.30
Orientation: Back
Door 3: Glass
SHGC: 0.30
Orientation: Back
Wall 3: Wood Frame, 16" o.c.
Orientation: Right side
2,140
100
38
't,267
384
22.0
49
1
15
0.320 32
42.0 0.0
38.0 0.021
410
10
45
1230.320
0.320
Project Title: Shadow Brook Plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6ljensenwalk06.rck Report date: 03119114
Page 1 of 8
Window 4: Vinyl Frame:Double Pane with Low-E
SHGC: 0.30
Orientation: Right side
Wall 4: Wood Frame, 16" o.c'
Orientation: Left side
Window 5: Vinyl Frame:Double Pane with Low-E
SHGC: 0.30
Orientation: Left side
Basement Wall 1: Solid Concrete or Masonry
Orientation: Back
Wall height: 9.0'
Depth below grade: 8.0'
lnsulation dePth: 9.0'
Window 2: Vinyl Frame:Double Pane with Low-E
SHGC:0.30
Orientation: Back
Floor 2: Slab-On-Grade:Heated
0.0512
27
1.288
22.0
15.0 670.0
0.320
0.320
46
50
66 10.0
Insulation dePth: 3.0'
comptiance statement: The proposed building design described here is consistent w;t//. q1g.,s-tl:T, spe^cifications' and other calculations
submifted with the permn apptication. The proposed ry,Ldil il ;;;. J""'g"rd to76{ti" mos tEbc requirements in REscheck version 4 4 4 and to
""rpi,,itn
the mandatory'requirements l6ted in the REscheck Inspection Checflst' I il
Blair L. Fredrickson
Name - Title
Project Notes:
ShadowBrook Plan w/ walkout basement ,1
Signature
Project Title: Shadow Brook Plan
Data filename: c:\Users\owner\Documents\REScheck\shadowbrook2l6l jensenwalk06'rck
Reportdate: 03/19/14
Page 2 of 8
-^, REScheck Software Version 4.4.4
t \tI Inspection Checklist
lll-
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, theuser cerlifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where complianceis itemized in a separate table, a reference to that table is provided.
2009 rEcc Pre-lnspection/Plan Review Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
103.2
lPRlll
v
Construction drawings and
documentation demonstrate energy
code compliance for the building
envelope.
EComplies
EDoes Not Comply
[Not Observable
INot Applicable
103.2,
403.7
lPR3ll
Y
Construction drawings and
documentation demonstrate energy,code compliance for lighting and
mechanical systems. Systems serving
multiple dwelling units must
demonstrate compliance with the
commercial code.
EComplies
EDoes Not Comply
ENot Observable
ENot Applicable
403.6
lPR2l'
9/
Heating and cooling equipment is
sized per ACCA Manual S based on
loads per ACCA Manual J or other
approved methods.
Heating:
Btu/hr_
Cooling:
Btu/hr
Heating:
Btu/hr
:EComplies
EDoes Not Comply
INot Observable
ENot Applicable
Cooting:
-
Btu/hr_
Additional Comments/Assumptions:
1 'ier 1)2 lMedium ier 3 lLow
Project Title: Shadow Brook Plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6l jensenwalkoo.rck
Report date: 03119114
Page 3 of 8
2009 rEcc Foundation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1
FO1ll
s
Slab edge insulation R-value.R-_
n Unheated
! Heated
R-_
! Unheated
! Heated
EComplies See the Envelope Assemblies table for
EDoes Not ComPlY values'
ENot Observable
ENot Applicable
303.2, Slab edge insulation installed per
402.2.8 .manufacturer's instructions.
lFo2ll
v
EComplies
EDoes Not Comply
ENot observable
!Not Applicable
402.1.'l
FO3ll
v
Slab edge insulation depth/length.ft ft ECompf ies See the Envelope Assemblies table for
EDoes Not ComPlY values'
ENot Observable
ENot Applicable
402.'t.1
FO4ll
t,,
Conditioned basement wall insulation
R-value. Where inteiior insulation is
used, verification may need to occur
during Insulation Inspection. Not
required in warm-humid locations in
Climate Zone 3.
R-R.EComplies See the Envelope Assemblies table for
rEDoes Not Comply values.
;INot Observable
'INot Applicable
303.2
lFosll
I
. Conditioned basement wall insulation
installed per manufacture/s
instructions.
EComplies
EDoes Not Compty
lNot Observable
ENot Applicable
t02.2.7
FO6ll
Vi
' Conditioned basement wall insulation
depth of burial or distance from top of'wall.
ft ft ECompf ies See the Envelooe Assemblies table for
EDoes Not ComPlY Ya'ues'
!Not Observable
ENot Applicable I
303.2.1 . A protective covering is installed to
:FO11l'? protect exposed exterior insulation
" . and extends a minimum of 6 in. belowg' grade.
LJComplies
EDoes Not Comply
ENot Observable
lNot Applicable
103.8 Snow- and ice-melting system'.FO1212 controlsinstalled.
I
lJComplies
EDoes Not Comply
lNot Observable
ENot Applicable
Additional Comments/Assumptions:
1 I 2 lMedium lmpact (Tier 2)3 llow lmpacl
Project Title: Shadow Brook Plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6l jensenwalk06.rck
Report date: 03/19/14
Page 4 of 8
See the EnveloDe Assemblies table for
.1.1. Door U-factor.EDoes Not ComPlY varues'
,ENot Observable
!Not Applicable
402.3.4
lFR1ll
v,
402.1.1 , Glazing U-factor (area-weighted See the EnveloDe Assemblies table fot
402.3.3,
402.5
lFR2ll.v'
303.1.3 U-factors of fenestration products are
R4ll determined in accordance with the
NFRC test Procedure or taken from
402.3.5 Sunroomsenclosingconditioned
lFRSll space have a maximum fenestration
U-factor of 0.50 in Climate Zones 4-8'v , New glazing separating the sunroom
from conditioned space must meet
402.3.5
lFR9ll
.v,
Sunrooms enclosing conditioned
space have a maximum skYlight U-
factor of 0.75 in Climate Zones 4-8'
402.4.4 :Fenestration that is not site built is
lFR2Oll ,listed and tabeled as meeting
AAMA/WDMA/CSA 1 01 /1.S.2/A440 or
v; rhas infiltration rates per NFRC 400
that do not exceed code limits.
EDoes Not ComPlY
!Not Observable
INot Applicable
.5 lC-rated recessed lighting fixtures
1612 sealed at housing/interior finish andilabeled to indicate 2.0 cfm leakage at
Supply ducts in attics are insulated to
R-8. All other ducts in unconditioned
spaces or outside the building
envelope are insulated to R-6.
.EDoes Not ComPlYi
ENot Observable
DNot Applicable
403.2.2 All joints and seams of air ducts, air
lFRl3ll . handlers, filter boxes, and building
cavities used as retum ducts arev' sealed.
EComplies l
EDoes Not ComPlY
ENot Observable
403.2.3 Building cavities are not used for
R1513 supplY ducts.
403.3 HVAC piping conveying fluids above
[FR17]2 105 oF or chilled fluids below 55 oF
are insulated to R-3.I
.4 Circulating service hot water pipes are '
Automatic or gravity dampers are
installed on all outdoor air intakes and
exhausts.
Additional Gomments/Assumptions :
Project Title: Shadow Brook Plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6l jensenwalk06'rck
Report date: 03119114
Page 5 of 8
2009 rEcc Insulation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
303.1
ilN131,
vr
All installed insulation is labeled or the
installed R-values provided.
lJComplies
EDoes Not Comply
ENot Observable
ENot Applicable
402j.1, Wall insulation R-value. lf this is a
402.2.4, mass wall with at least % of the wall
402.2.5 insulation on the wall exterior, the
[N3]1 exterior insulation requirement
U applies.
R-_
I Wooo
! Mass
! Steet
R-_
! Wood
! Mass
! steel
EComplies See the Envelope Assemblies table for
EDoes Not ComPlY values'
ENot observable
ENot Applicable
303.2
!N4lr
!f
Wall insulation is installed per
manufacturer's instructions.
lJComplies
nDoes Not Comply
[Not Observable :
f-lNot Aoolicable
402.2
ilN8l'
9"'
1'l rSunroom wall insulation has a
minimum R-value of R-13. New walls'separating the sunroom from'conditioned space must meet code
reouirements.
R-R-EComplies ,
EDoes Not Comply
ENot Observable
ENot Applicable
303.2
lN9ll
v
Sunroom wall insulation installed per
manufacturer's lnstructions.
LJComplies
EDoes Not Comply
ENot Observable
l-lNot Aooticable
402.2.11
IN10]1
9
Sunroom ceiling minimum insulation
R-value of R-1 9 in Climate Zones 1-4,
and R-24 in Climate Zones 5-8.
R.R.lJComplies
EDoes Not Comply
ENot Observable
[-'lNot Aooticable
303.2
flN1111
9,
Sunroom ceiling insulation is installed
per manufacturer's instructions.
EComplies
EDoes Not Comply
lNot Observable
l-'lNot ADD|icable
Additional Comments/Assumptions :
1 1 2 lMedium lmpact (Tier 2) | 3 lLow lmpact (Tier
Project Title: Shadow Brook Plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6l jensenwalk06.rck
Report date: 03119114
Page 6 of 8
.1.1, Ceiling insulation R-value. Where > R-ECompfies See the Envetope Assemblies table for402.2.1, 30 is required, R-30 can be used if
402.2.2 insulation is not compressed at eaves.
[Fl1]1 R-30 may be used for 500 ft2 or 20o/o
g', (whichever is less) where sufficient
space is not available.
Ceiling insulation installed per
manufacturer's instructions. Blown
insulation marked every 300 ft2.
EComplies
EDoes Not Compty
ENot Observable
ENot Applicabte
Aftic access hatch and door insulation
R-value of the adjacent assembly.
402.4.2, Building envelopetightnessverified
402.4.2.1 . by blower door test result of <7 ACH
ACH SO =_ :EComplies
EDoes Not Compty
ENot Observabte
ENor Appticabte
IFl17l1 at 50 Pa. This requirement may
S" instead be met via visual inspection,
in which case verification may need to
402.4.3
lFt8l2
'9/
Wood-burning fi replaces havegasketed doors and outdoor
combustion air.
403.2.2 Post construction duct tightness test
[Fl4]1 result of 8 cfm to outdoors , or 12 clm
rr across systems. Or, rough-in test'' result of 6 cfm across systems or 4
cfm without air handler. Rough-in testverification may need to occur during
403.1.1
lFrel,
9,
403.4
lFr1112
9,
Circulating service hot water systemshave automatic or accessible manual
controls.
03.9.1=11213
.9
Readily accessible switch on heaters
for swimming pools.EComplies
EDoes Not Compty
ENot Observable
403.9.2
lFr19l3
Timer switches on pool heaters andpumps are present.
403.9.3
lFr20l3
I
Heated swimming pools have a cover.
Covers on pools heated over g0 oF
are insulated to R-12.
.1 50o/o of lamps in permanent fixtures
Project Title: Shadow Brook plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6l jensenwalk06.rck
Report date: 03119114
Page 7 of 8
lFt42
!l'
3033
lFr18l3
U)
Manufacturer manuals for mechanical
and water heating equipment have
been provided.
Project Title: Shadow Brook Plan
Data filename: C:\Users\Owner\Documents\REScheck\shadowbrook2l6l jensenwalk06.rck Report date: 03119114
Page 8 of 8
al 2ooe lEcc Enersy
lltl Efficiency Certificate
Wall
Floor
Geiling / Roof
Ductwork (uncond itioned spaces) :
22.00
15.00
42.00
Forced Hot Air
Electric Central Air
0.32
0.32
Window
Door
90 AFUE
14 SEER
Water Heater:___
Name: _
Gomments:
RESIDENTTA! PLAN CHECKLIST
Q0A3 International Residential Code)
Building Permit Number: /// * /J Jt t t<:7
t'
Job Address:
/\nzoning: t'\ K 7-- Numberof stories: I pur"p?"1@ No/Fin. unfin. Fixrures: J4
(Note unfinished bashlents as special condition on permit)
FloorArea (st): Jltrl nrnshed, jJqC unfintshed, t,g7garage MechanicalFee:
The following comments based on the 2003 edition ofthe lntemationat Residential Codeshould be resolvedbefore a building permit is issued. This correction list is not a building permit. The approval of plans andspecifications dqes not permit the violation ofany section ofthe lntemational Residentiai-Codeor any federal,state or local regulations.
PLAN CIIECK
A. Plans
*'To Scale {egible
*,rfwtrw, v&rood plain
l-../Fioor / Foundation Plan
/ Section showing construction details
.'_ell Build ing Elevations
i,r Design Criteria (shall be identified on plans as Wind - 85 m-p.h., Snow - 35 lb. per sq ft.)
,/' -/'{russ Calculation Sheets & f Floor Joist Details
__9']t {echanical Desi gn
Lr'Energy Calculations @320 & Ch 11)
B. zoning(circle one - new zoning designations adopted in 2005)
LDR1 12,000 sfmin. (width 80ft- min)
-!9V 8,000 sfmin. (width 60 ft. min); Duplex 10,000 sq. ft.min. with c.u.p.
GVI 21,780 sf min. (width 150 ft min) Duplex allowed with c.u.p.
Other (Verify zontngrequirements)
C..Use
,/ Snele Family _Duplex (LDRI only - Conditional use perrnit?)
D. ryBacks (taken from eaves) /r'Tront set back (32 ft. from curb) / Note: 60%mnof front yard green
/ Rear set back (LDRI 25 ft. & LDR2 20 ft.)
,<^"rset backs (6" for every ft. of building height with LDR - 7.5'min., & LDR1 - 6'min.)
,/t/ guilang-Height (maximum 30 ft.)
E.y'ootings
tz Proper Size (as per Table 4A3J, use 1500 psf unless soil tlpe is known, Table 401.4.1 for soil bearing)
r/Rebar (2 -# 4 continuous)
A*n1Depth (36" below finished grade and l2"below undisturbed soil; 18" to top of slab - interior)
F. Foundation
yfowdation walls w/ rebar (city ordinance)
4ltZ"Anchor Bolts with 2"x2"x3/16- squnre washers (incl. interior bearing walls) R403.1.6.1
Aor*aation Drainage (foundations on sift soil shall be designed per R405)
/
-r/ O*rpproofingAVaterproofing to finish grade. R406.1 (fird. extends 6" min above grade R404.1.6)
.ssof18,,x24,,min.R408.3(maydifferifmechapplianceisincrawlspaceMl305.1.4)
@ilation/Insulation:l sf vent per 150 sf. (.with moisture ba:rier I sf. per 1500 sq. ft.) and
within 3'of each corner (insulate walls vent to inside of home) R408.2
y'lCnaAng slope away from house. R401.3
G. Frame
_,TSeismic Hold Downs and Braced Wall Panels (R602.10)
Zfloors joists sized as per R502.3, Wood I-joists sized per manufr.
,2fiistsUnder Load Bearing Partitions shall be doubled. R502.4
/ Girders sized per R502.5 or per manufr. Tables for engineered products
,rt Cantrlevers (comply with R502.3.3 or manu& instruction)
,/
-1$loor sheathing (3/4" ninforjoists 24" oc & 5/g- forjoists 16,'oc) R503.2.2
,a
-{WalI ftearing and nonbearing) stud sizes, height & spacingper Table 602.3(S)R602.3
,t'
u/Headers in Bearing Wall shall be designed as per Tables 502.5(l&2)R602.7
,t'Zloof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions),/
"/ Raft.er and Truss tie-downs. (RS02,10.5)
/
tl Attic Access 22" x3A', min. opening (Rg0T)
II. pxterior Covering
-.gJvlasorry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
f. ryf Covering and Ventilation
4oof Ventilation as per R806
-'rAsphalt Shingles (slop*2:12) w/ ice protection. (Other type: -=- to comply w/51gas. u/\
J. $rewalls
l2pxagelHouse drywall separation (protect ext. walls & beams supporting habitable space) R309.2
4oor from Garage to House (l 3/8" solid wood or steel door, or 20 min. flre-rated door) R309.1
--;!++oaawily Dwelling Separation (1 hr fue separation) Supporting structure also rated. R3l7.r
--:l+qaftAffiEtes & Townhouses (2 hr separati on & 4' overlum protection or parapet) pgjl1.2
-Oue&rwafk parallel to and within 3 ft ofproperty line dNO openings. R302
-Peuemdoryinprevious 3 items to comply with R317.3
K. $:neral Requirements
'--Flouse Numbers R32l
./
-41alf openable 3sf window or Mech- ventilation in bathrooms, water closets, and similar rooms. R303.3
r/rntenor and exterior stair illumination shall comply with R303.6.
'-/Butlooom Fixture clearances comply with Figure R307.2
, ,': .r'v one room at least 120 sf-; / othet habitablerooms 70 sf min w/ a min. dimension of 7 ft..R304*areas w/ sloped ceitings tess than 5 fi in height &funed cettings less than 7ft Do NoT comply*50% or more of the required area must be at least 7ft high in ioms w/ stopid ceiling
/Egress clearance from window wells trnder cantilevered floors. R310.2
,/^
- u(l* gatHazardous Locations R308
,/
-y6meryency Egress in all sleeping rooms and basements with habitable space R3l0
/
_Upne required Exit Door shall comply with R3ll.4
,rt/Lardrngs at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3
./ -/-l/StanrfuX lRun (7 314" max. rise & 10" minj tread, nosing req'd if <l l.) r/StdrWidth (36, min),uStanway Headroom (6' 8" min.) _lJlandrnls (34"to 38" above stair nosing)(R3ll.O
----:Sp€eiat+onditions for circular, spiral and winder stairways and bulkhead enclosures R311.5.8
,a
-!$tairrway Protection (enclosed accessible space under stairs shall be covered withll2" drywall) pi311.2.2
4'Guudrails complying with R312
t/ Smoke Alarms (.each bedroom and common area and one on each level) (R 313)
L. Energy
,,./Ilomes with glazing< l5Yo of gross area of ext. walls (Townhouses <25Yo) to comply w/ Chapter 11.*Otherwise shall meet requirements of IECCfor respective building type.N1l0l.2
'tftuporretarder on wann in winter side of walls, ceiling and floors R3l8
,"
_ vlWater Heater heat traps IECC 504.7-r/
uz'Duct sealing and insulation N1103.3&4 or IECC 503.3.3.3,503.3.3.4-3
'/ Plans match quantities & values on a "passing" REscheck compliance report
M. Mechanical
/ Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G24062-r/
-ftoo access 24'nrnwidth/Attic access clear opening 20x30Alnder floor r.o.22x30.M1305
u'Oty", Vent length 25' maxd 8' transition (-5'per 90 deg tums) Mf50l.3
4y"chase shown on plans (B-vents not to be inside insulated walls without insulation shield)
v R^do'n' o^ I'i([ . ,n'rr( cl*Jet", TLr*- €,)u,z-.yf*'t n.t re1*v[-