HomeMy WebLinkAboutALL DOCS - 14-00198 - 880 South 2275 West - SFRCITY OF Gertificate of Occupancy
Gity of Rexburg
Department of Community Development
35 N. lst E. / Rexburg, tD. g3440
Phone (208) 359-3020 t Fax(208) 359-3022
REXBIIRG
Ameri ca's Femily Community
Building Permit No:
Applicable Addition of Gode:
Site Address:
Use and Occupancy:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
14-00198
tRc 2009
880 South 22TSWest
Single Family Residential
N/A
No
Kartchner Homes, Inc.
859 S Yellowstone Hwy, Ste 201
Rexburg, lD 83440
Kartchner Homes, Inc.Gontractor:
Special Conditions:
Occupancy:Residential, one-and two-family = 1,b70.00 sq. ft.
Utility, miscellaneous = SOS.OO sq. ft.
This certificate, issued persuant to the requiremenfs of secfio n 10g of the lnternationat Buildingcode, certifies that, at the time of issuance, this building or that portion of the building that wasinspected on the date tisted was found to be in compliice with the requirements of the code for thegroup and division of occupancy and the use for which the proposed occupancy was classified.
Date G.O. tssued: 08 I tS I 2014
C.O. lssuedAy, @ Building Inspector:
qThere shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
lt"i*:::':1?fl::,1t:":^::lade to the buildins or any portion thereof untitthe buitdins officiat has reviewed andapproved said future changes.
Mechanical Inspector:
Plumbing Inspector:
Electrical Inspector:
Fire Alarm: nla
Fire Dept./Sprinkler: nla I nta
P&ZPubtic Works: nla | ila
OO
c I'I'f o !
REXBURG
{\*t ----*--
dmtr ita't {anily {-;c n wuu ig
35 N. 1$ E., Rexburg, IdB344O
OWNER'S NAME
PROPERTY ADDRESS
SUBDIVISION
PHASE,
Permit# jr{ -11}}6ls
Building Sofety Deporlmenl
City of Rexburg
LOT- BLOCK
Reqwired!!!
Mechanical Contractor's Name
Address
Mecbanical
Business Name
City State Zjp
Cell Phone
Fax
Business Phone
Email
Neat: Single Family Dwelling, including all bwildings zoitb wiring being constructed on eacb propmy. (,tBased on liring space,see definition belou)
Yrltt9x t ;.$t:9,^ n 1,501 to 2,500 sq ft - g1e5
(CoMMERCIAL/IND-USTRTAL) Total c91t of gfumbing system (contractedAmount) $----.-(Includet the co$ of nateiak insylle( re.sardless of the parfl sappling it. ibr Tet isniandrr thu intpectnn qpe sball applt to an1 and a// mecbanicalinstallationr not Eecifca@ mentioned ebewhere oi this'forn).
E Up to $10,000 - x 0.02) + 60 = $tr Between $10,001- $100,000 fi@ x 0.01) + g260 = gE over g100,001 il*.tut.or, orrFr.-_ to6,-ooo) x 0.005) + g1,160 = gRESIDENTIAL
f! 2,501 to 3,500 sq ft - 9260 ffi z',soi;; ;'il ,q'i, Wrrs
m Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof
Neu: Marti-Famiry Dweiling (contractors 3:;;.
($65 x # of addrtional 1'000 sq' ft' or portron theteof,t)'
g Duplex Aparment 9260
ffi Thtee ot more multi-family units: $130 per building plus $65 per unir ($130 x # of buildings) + ($65 x # of units)H Existing Residence, Modular, Manulactured or il{obile Flomes ;d D.t""l*d Shop: g65 fee plus g10 per**HVAC equipment being installed up to the maximum of the coresponding ,q. ft. of the lja6*'
MIScELLANEous
($65 + ($10 x # of fixtues)
m Phn Check 965 pet hour
ffi Technical Service: 965 per hour
n Gas Line: g65
n Water Heatet Replacement: $65
n Requested Inspection: g65
n Fireplace/Solid Fuel Bunring Appliance: g65 per inspection
*Living Space - space within a dwelling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking,bathing, washing,,ge4re^"7-,f!,tmon pulposes. An unfin.ished basemenr rs considered part of the hung space.*"Examples of I{VAF EfltllnenffuyAace replacemenr, solar, water hearer, etc.
ConEactor &{r?{License number & Exp. date
SF ftaaz
35N l''E
Rexburg,lD83440
Seismic Design Category - D
Gtound Snow - 50 lbs. per sq. ft.
Frost Depth - 36"
Tbefollovingitens should be completed b{oreyu nbnitlourbuildingpermit @plication.
Completion of a Building Petmit Application: Youmay print this application from our website
www.rexburg.org or pick up a copy at the City Hall Annex Building (address above).
Fot Residential Pernits.' (the follorving is requrred to be submitted before the ,{pplication can be appror.ed)
E 2 sets of site plans and 2 sets of building plans (must be drawn to scale)
-Plans must indude fourrdation plan, floor joist layout, floor plan, roof layout, sectional views, front, back,
and side elevations, mechanical layout, stair details and any details requfued to illustrate special construction.
tr Energy Compliance Repore The State of Idaho has adopted the Intemational Energy Conseryation Code
(IECC). A Compliance Review must be completed and submitted (the rescheck software is available online
at www. energ,vcode s. gov).
tr Page 2 of the Application must include the Idaho Contactor's Registation Number or the exernption form
must be completed and signed, see Page 10.
tr Page 5 of the Application rr'rst be completed and signed by your Plumber.
tr Page 6 of the Application must be completed and signed by your Mechanical Contractor.
u Page 8 of the Application must be completed and signed by your Electrician.
tr Home ownets: please complete page 6 of the application if you will be dbing yout own elecftical work.
E Truss details including engineered floor joists are required.
tr Property Line form needs to be signed by the buildet or owner, see Page 4.
Subdiuisioas If you plan to build in a subdivision please check the RexburgDevelopment Code for any
tequfuements such as, proPerty setbacks, architectute board approval, etc. This inforrnation is available irom the
Plarrning &ZonngDepartrnent at the Annex Building located at 19 East Main.
Illew Residential Homes: If your building perrnit is for a new home, you will need the parcel nu'nber (a parnl
nurnber is the coanll's proPertJ identfimtion which ruognirys a plot oJ'land) and a new physical address will be issued.
-
If you
do not know the patcel numbet and cannot find a record of it, please bring the name of the subdivision, phase, and
the iot and block numbets. The correct location is vital to assure correct addressing.
Remodels,If you are considering a remodel, a cop)r of the bid or estimate for the remodel must be submitted with
the Permit Application.
. 2 sets of Plans are required (may need IECC Review).
. Additions are the same requirements as new construction.
Building Sofety Depqrtmenf
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
Office Hours: Monday-Friday 8:00am-4:00pm
Single Family Residential Pre-Construction Checklist
CITY OF
REXBURG
c\, *-"* -**
Am e ri ca"s Fau i ly (* mrnu n i r,www.rexoUrg.org
Roof Snow Load - 35 lbs. per sq. ft.
Vind Load - 90 MPH
CITY OU O
REXBURG
Atttericai Family Co mrnunity
RESIDENTIAL BUILDING
35 N 1*E, REXBURG,ID 83440
208-372-2326
PARCEL NUMBER:
SUBDIVISION: q
(Addressing is based the infornatiori - must be accurate)
Dwelling Units:Patcel Acres:
PERMIT APPLICATION
( We will provide this for you)
d UNIT# BLOCK+ L rOT# IO
Please Complete the Entire Application!
If the question does not apply fiIIin NA for non appJicable
CONTACT PHONE #
PROPERTYADD
PHONE #: Horne ( )
OVrNTER MAILING ADDRESS:Wq s' Uakor4'tiqqt W.t srezc\ CITY: QeXbu,r-4 STATE; {D ZIp: 8344o
./'\,. t- - ? |swa:lr li S,<(9. /-ru f{ (it rw t'WrfU { , C t' t * pa*
APPLICANT (If other than owner
(Applicant if othet thao owner, a statement authorizng applicant to act as agent for owner must accompany this appJ-ication)
APPLICANT INFORMATION: ADDRESS CITY:
STAT"E; ZIP- EMAIT, FAX
PHONE #: Horne ()- $7otk ()- cell ( )
MATLTNG ADDRESS' frK,t .rW.(trusn "u (Ju"/,Sre?0!.rrl' € eYlo$q srArlJD-npg&s_
PHoNE#:Home (NSZ1:LII&_ work ( )-celt( )-
EMATT. pl:c rDAHo REGrsrRATroN # &EXp. oxr{8re_z;us_
How oany buildings are
Did you recently purchase this properry?@9_-Yes [f yes, list previous owrer's na*e)_
Is this a lot split? NO/ YES' k /-.@Iease bring copy
PROPOSEDUSE: \1 nr1 t
(i.e., Single Family Residence,ufti Familn ts, Renodel, Garage, Commercial, Addition, Etc.)
APPLICANT'SSIGNATURE,CERTIFICATIONANDAUTT{ORIZATION: UnderpenaltyofpeliuryIher.ebycertifythatlhavereadthis
application and state that the information here. is correct and I swear that any information which may hereafter be'given iy me in hearings before thePlanningandZoningCo-missionortheCityCouncilfortheCityofRexburgshallbetnrthfi:Iandcorrect. Iagreet.o-ply*itnalCitiregulationsand
!tat5laws relating to the subiect matter of this application and hereby authorized rqrreseotatives of the City to tt , opon the above-mentioned propertyfor inspections pu4)oses. NOTE: The building official may revoke a pemit on approval issued under the provisions of the 20 03 Internatiooal Code incases of any false statemert or misrepresentation of. fzcttn the application or on the plans on vrhich the permit or approval was based. permit void if notstarted within 180 days. Pemit void if work stops for 180 days.
+i- rl-Z_ >>s_sr^ _
SlgnatBre otOwfr/Appkcant D,{TE
NTARNING_ BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!PIan fees ate non-refundable and are paid in full at the time ofapplication begimning lanuary I 200i
ciqr of Rexburgts Acceptance of the plan review fee does not constitute plan approvalre*Building Permit Fees are due at time of application'lo* *Building Permits are void if your check does not clear** .)
Building Sofety Depqrtmenl
Phone; 208.372.2326Fax: 208.359.3022
Affidavit of Legal Interest
State ofldaho
County of Madison
I,
Name
City
Being ftst duly swom upon oath, depose and say:
Address
State
(If Applicant
A. That I am the
permission to:
Subscribed and sworn to before me
is also Owner of Record, skip to B)
record ownef of the property descdbed on the attached, and I grant my
Signature
the day andyeat first above written.
Name Address
to submit the accompanyng application pertaining to that property.
B. I agree to indemnifii, defend and hold Rexburg City and its employees harmless from any
ciaim or liability resulting ftom any dispute as to the statements contained herein or as to the
ownership of the property which is the subject of the application.
Dated this day of 20
Notary Public of ldaho
Residing at:
My commission expires:
Building Sofety Deporlmenl
www.rexburg.org
Cify of Rexburg
Phone: 208.372.2326
Fax: 208.359.3022
Properly lines
Each site plan that is submitted to the City of Rexbutg fot the Building Permit process requires that properry lines
are shown accurately. It is the Developer's responsibility to coffectly identify on the site plan the location of these
lines in tefetence to the public right-of-way, other adjoining property lines, the street, other strucrutes and all utiJity
fines. The Developet should find properry pins that are still available at the lot rn question. If these pins do not
exist or have become unrecognizable then a new survey should be performed.
Accurate property line infotmation is a must for a timely review. In addition to finding existing property pins, legal
descriptions should be checked. The best way to identify property line location is with a land surr ey. The City of
Rexbug has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not
guaranteed for accwacy. If you v/ant to tequest ^ copy of your lot, see the front counter at the Community
D evelopment D epartment.
I have read and understand the above requirements.
-r'n >>-\.q,-
b1gnatufe
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Printed Name
Date
tr Owner "t
'$
Builder
CITY OlJ
REXBURG
CtS, -."-
Ane ri ca's Fami\, Community
Building Sofety Deporlmeni
35 N. lil E., Rexburg, Id 83440 City of Rexburg
O\\AIER'S NAME
PROPERTYADDRESS Permit#
Vater Metet Quantity:***t(x***.*x-tx**Vatet Metet SiZe:
Requircd!!!Plumbing
Plumbing Cont'actor's N"*" ?oc\ gusiness N"rr,. H0\esrro*
(]t'
REXBI.'RG. .N,
!\nt ri.a, Fertily C.bnrnruti ty
Cell Phone (zca) tr35 - \ZSt nusiness phone (
Fax (
(COMMERCIAL/IND_USTRTAL) Total cost ofplumbing system (contracted Amount) $-.-(Inthder the rott of nateiah iutalled raihs oJ tbe panl ne!!,itg it. The feet litnd niu. tbh iupeclion f,penot sltecficnll1, menlioned elteulrere ou thhfonn).
tr Up to $10p00 (tofal cost of slrstem x 0.02) + 60 = g
tr Between $10,001 - $100,000 ( (total cost of sirstem - 10.000) x 0.01) + $260 = g
El Ovet 9100,001 ( (total cost of system _ 100,000) x O.ObS; + g1,160 = g
RESIDENTIAL
Nen': Single FanilyDwellingt inchtding aII buildings with *,iting being coitsttuctcd on each ptoperq,, (*Based on living epace,see definition below)
u Up to 1,500 sq ft - 9130 { I,S0I to 2,500 sq ft _ g195
o 2,501 to 3,500 sq ft - 9260 o 3,501 to 4,500 ,q ft _ $lZStr over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion there of ($325 + (g65 x # of additional1.000 sa. ft. orportion thereo0),
Itlerw Multi-Fanily Dvellizg (Coatractots OnI-y)
o Duplex Aparrment $260
o Three or more multi-familyrrnits: $130 per buildingplus $65 per unie ($130 x # of buildings) + ($65 x # of units)o Existing Residence, arrd Detached Shop: $65 fee plus $10 per fixture up to the *^"irril "f ;h. .;;p";Gsq. fr of the building ($65 + ($10 x # of fr.xru,r.es))
D Gray Watet Systems: S130
o Lawn Spdnlders/Backflow Device: $65
tr Modular, Manufactuted ot Mobile Flomes: $65 for server and lvater stub connectionso Multiputpose Fire Sprirrlder and Domestic Watet Supply System: $65 fee or $4 per sptinkler head, rvhicheveris greater
Sevet & Watet
u $38 Server Line u$38 Water Line ffiS S.ru"r & Water- if inspecred at fhe same timeD $65 Server twnaror:nd uoder house (change frotn septic to city)
MISCELI.ANEOUS
o Plan Check 965 per hour
a Technical Service: $65 per hour
o Gas Linel $65
o Water lleater Replacement: $65
c Requested Inspection: 965
D Hydrorric Heating: $65 + ($10 x # of manifolds/zones)
Address 31bB €; qo...nqa*. *ro* *t city-Amo-En-State-lcra,l'r__Zipi(3qo\,
*Living Space - space within a d'weliing unit intended for human habitation rvhich may.reasonably be utilized for sleeping, eating, cooking,bathing/sa-st'Yg, tecreation, and sanitatio:r purposes. An unfinished basement is considered pari of th. living space.
ConBactor Date
f{rixl3L;ttrl
PROPERTY ,\DDRESS Permit#O\\\- E R'S C O NTA CT P H OIt F( )\X\ l:,R'S E}{AIL :\DDRESS
Reguiredl!!
r\Icchar-rical )n lf:tcr(lr'*s
.7
Neme
;\ddres
Business Phone
/,Li4
Mecltantcal
Ilusiness Name
t't/c t t . d.>t+*
$al &u,,/,, r/*, h, ,
J- rt:--,ip-t r'#/ -{"
(.'MMERCrA'/INDUSTRLdL) Total cost il.T.*id:al system (conttacted Amou't)'::,.::*,::::::{::;';r;i;::;:,:#;::,:i,,,:,7;;,f1wb;uit rb,itsti*e,/,,,/ir/,ain,pe*ion4pe:/:,//appl1
n Up to $10,000 ^_ (,.rr"l .,.,rt ,rf l;r,,.,.rr., x 0.02) + 6g = ga Bei:ween s10,001 - $100,000 ( (totaic'sr ois]'sre'r - ,u.{x}(r) x 0.01) + $260 = 5
*r?O'i,T'#o,oor 1i,,,,*t.,,.ro'.l,"*_ rffi,o) x 0,005) + lir.160 = $
Nev: singlc Fanily Dwexing' ncrudiag at budiags with viriag bcing coastucted oa eachpmpetty. (*Based on liuiag rp".r, :,see dc&aitioa below)
i: Up ro I ,500 s<l it - g1 30 { I ,sol to 2,-101t ,sc1 ti _ $195.r2,5L)1|o3,5i](}sqft'S260:;:;;:,':-:,:'",,'.]'",_l1::
c over +,50ir sq it $:zs plus $65 rbr cach acldidonat 1,0ilu sc1 r,:.rr;::rli; Ji5txi E ft - $325 :
Nev: Mu.lti-FaailyDwetting (contuctors'X;;- ($65 " ). ,,I Dr-iplcx r\part'renr $260
rer h'il.ii,"- hr..- oz r , -. i,: i;fi;&?:'i#*"":ffi;Tili:1il,:::i'::l[,1,11,rudr i*op11r'111 ctluip'rent being insraited ,.f ,,, ,r-," marimunr ,,, *.," .,riRf:r.f"'J:;T:"-ff:rk,t pl"t sto p"-
:,:
MISCELI_{{EOUS ($(r-i + ($10 x # oi f.ixnircs)) r!.1 uLuas,'s
I
: Plan Check; 565 per hr,r-rr.tri Technical Service: $65 per hour
r Gas Line: $(r5 ,r Water Heater Replacernent: g65 .c Requested Inspection: $65
r Fireplace/Solid Fuel Burning Appliance: $(r5 pcr inspccrisl
i{lr:i,}'Til:.#",i,i#i:i:ru;:::: ii:';;ni::'f:l:,x.}:::,#1' reas,nab,v be uri,jzed ior siecping, caring, c,;,,king,^*Ilxan:ficsoiHVr\C|]:1l'."*'.i''*;"';;ffi;";,soiar,watc:hcatcr,ctc,tsiclcr:cclpattoftlrclivirrgsPicu.
g;3r
Building Sofety Deportment
, Rexburg, id 83J40 City of Rexburg
()\X/NER'S ir-AivIL.
Liccrrsc numbur-ct E
g Sofety Deportme
City of Rexburg
ctl'Y Oir
REXBURG
c\w _*-_
Anerica\ bhuib! (oft uilunitl
35 N. 1.tE., Rexburg, Id,83440
Phone - Q08)359 -3 020 / Hottine - e08)37 2-23 44 / F zx - (208)3 59 _3022
PROPERTY ADDRESS
SUBDIVISION Perrnit#
PHASE LOT-BLOCK-
O\XAIER'S NAME
Requircd!!!ELECTRICAL
Electrical Contractor's Name Nsarkhoo Business Name Stanctc.rd €tec*rrt
Address ?et. [Jox z5z ciry_ggtF_Stat __\dErs__zipi+uz
Cell Phone (zfrA)
"arb-1x53
Business phone (ze )
Fax ( ) n-"1 nftt"f , <e,"" Ogrrlm
(COMMERCIAL/INDUSTRIAL) Total cost of electdcal system (contactedAmount) $----(Inckdutheco$ofmaleriakrta/tedr.ezar!lnoftbepart1upp!ingit.ThereJ/i[tedundrtbilinrpution4petbal/app/1ttoan1anda//e/e
not tpecifca@ nentioned ekewlen on tb*form).
I Up to $10p00 - (total cost of system x 0.02) + 60 = $n Between $10,001 - $100,000 ( (total cost of slzstem - 10.b00) x 0.01) + g260 = $n over 9100,fi) ( (totalpost of si,stem _ 100.00b) x o.obs; i $t,teo = $Small\works (contractots oNL!: $10 fee r"r *"tt ""t oo.a;"g'$200 in'cost ,rrJrro, rnvolving a change inservice connections. Does NOT require inspection.
RESIDENTIAL
New: Single Family Dwelling, including aII buildings with wiring being constructed on each ptopetqt (*Based on liuirtg space,see defraition below)
{ t,sOt to 2,500 sq ft - g195
l 3,501 to 4,500 sq ft - 9325sq ft. or portion theteof ($3ZS + ($65 x # of additional
I Three or mote multi-family units: $1 30 pet building plus $65_per unir ($1 30 x # of buildings) + ($65 x # of units)D Existing Residence, Modular, Manulactured of i4obil. Ao-.r, ."a o.t."n d Shop: g65 fee plus $10 petbtanch citcuiq up to the maximum
"f P-._.__"-:t.rp_"nd.ing sq. ft. of the buildingl$as + ($to x # branch circuits))n central Heating/cooling systems: $65 when NoT;ari of new residentialirrryac perrnit w"ith no
"ffioo"lWirirg
n Spas, Hot Tub^s, and Swimming pools: $65 fee for each ,p to inspectPutnps-lVatet, fnigation, Sewage (each mo tor)
tr Up to 1,500 sq ft - 9130
tr 2,507 to 3,500 sq {t-9260
n Over 4,500 sq ft 9325 plus 965 for each additional 1,000
, 1.000 sq. ft. otportion thereoO).
New: Multi-Fanily Dwelling (Contactors OflQl)
I Duplex Apartment 9260
xliving space - space within a dwelling unit intended for human habitation which may.reasonably be utilized fot sleeping, eating, cooking,bathing, *""P:J$-?ry94tation putposes. An unfinished basementis considered patt of the r\,1ng space.
! $0S up to 25HP r$95 - 26 to 200HP l$130 over 200 HP
MISCELLANEOUS
tr Temporary constuction setvices oNLY: 200 amp ot less, one location (for a peaod not to exceed 1 year) - $65r Temporary Amusement: $65 fee plus $10 per dde, concession or generator
n rrigation Machine: $65 for center pivot plus $10 per tower of drive motor
n Technical Sewice: $65 per hour
I Plan Check 965 per horu
! Requested Inspection: $65
Contractor
dEz- ja763
License number & exp. date Date
Building Sofety Depqrtmenl
City of Rexburg
Phone: 208.372.2326
Fax: 208.359.3022
SUBCONTRACTOR LIST
OF
35N l"'E
Rexburg, lD 83/,40 www.rexourg.org
REXBI,r"RG
Ame ri ca! Fau ily Co m m un ig
Excavation &
Concrete:
Masonqt:
Roofing:Nl.-c
Special Construction
(Manufacturef or Supplier)
Roof Trusses:
Floot/CeilingJois
Siding/Exterior T
Other:
E,XEMPTIONS F'ROM STATE, RE,GISTRATION
As of Januat-y 7,2006, the City of Rexburg can no longer sell petmits without having a copy of your State
registration mrrnber or your exemption from the State registration. Please send a copy of your state registration or
fill out this fotm showing your exemption and send it with your license renewal or yorrr next peffnit application.
(This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please
see the State's website at www.ibol.idaho.sov/cont.htm)
Currently State licensed pursuant to Title 54Idaho Code, Chapters:
f Architects,
1 0 Electtical Contractors/Joumeynean,
1 2 Engineers/Surveyors,
19 Public Works Contractors (exernpt 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 air conditioning systems
Employee or volunteet of a licensed contractot ot pafi of an educational curriculum or nonprofit charitable
activity with no wages or salary
Employee of a uS Govemment agency (State, city, county, or other municipaliry)
Public Utility doing construction, mainterrance, or development to its own business
Involved rvith gas, oil or mineml operations
Suppliet doing no installation or fabr.ca'jng
Conttacting a project or projects with a total cost less rhan $2000
Operation of a farm or tanch or construction of agticultwe buildings exefnpt from Idaho Building Code
Ary typ. of water district operations
$7ork in rural districts for fre prevention pu{poses
Owner who performs work on owrr propefty ot conttacts with a registered contractor to do work as long as
the property is not for resale within 12 months
Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that
pfopefty
Real estate licensee,/property manager acting \il/ithin Idaho Code
Engaging in the l"ggug industry
Renter working on the property where they live with the property owners approval
Construction of a building used for indusuial chemical processing pet Idaho Code
Construction of a modular building (defined by Idaho Code) to be moved out of state
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I heteby certi$r that the above information is ttue and corect to the best of my knowledge.
J4''/'{Sn 0,r\tx
Print Name
10
-
!-
Date: 0910812014
ReceiPt #: 2643
880 South 2275 West - SFR
880 South 2275 West
Permit #: 14-00198:
Permit Tlpe: slo-srn
Please contact the Building Department at
(208)972-2341 for further questions about this
receiPt
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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i';ii ilt-l: iil3E Date: 0511512014
Receipt #: 1914
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880 South 2275 West - SFR
Fee
ii"ii]iiii Tilu Aiiir HAr,ri fi iili:t iiAY
880 South 2275 West
Water
Building Permit - VB Anycode material BP
Please contact the Building Department at
(2OB)372-2341 for further questions about this
receipt
a[?g
MAYl5
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***
i;1iT flF
FT I ii'iF:TIHIJTFi.
lii ii*,"i4
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Date: 0510812014
Receipt #: 1871
[Hifli *HilLlllT
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[. ilii Accr I Project:
Address:
880 South 2275 \A/est - SFR
880 South 2275West
Permit #: 14-00198
Permit T)pe: sro-srR
Please contact the Building Department at
(208)37 2-2341 f or fu rth er q uestions a bout th is
receipt
AI
MAY 8 ?014
CTTY OF RE)(BURG
24 Hour Notice for inspections
Gall inspection hoiline at
(2081372-2344
***Credit card payments are accepted, but are subject to a 3o/o convenience fee on payment amounts over 9500***
RE SIDEITTIAL PLAI{ CIIECKLIST
Q0A3 International Residential Code)
3* lA^ l Building Permit Nurnber: / /
* iqf .
Project: S F /1 K,".'tjt^"y' Job Addr "rrt $ffi 5,, ! 'lf uJ*st
L ^n
Zoning: IX&I Number of Stories, I Basement: yes @ri". unfin. Fixrures:
(Note untrnished basements asipecial condition on permit) - . ---
Floor Area (sf): | 5 7C fvnshed,unfinished, fleb garage MechanicalFee:
The following comments based on the 2003 edition of the lnternational Residential Codeshould be resolved
before a building permit is issued. This correction list is not a building permit. The approval of plans and
specifications dQes not permit the violation ofany section ofthe lntemational Residentiat Code or anyfederal,
state or local resulations.
PLAN C}IECK
A. JPlans
,./ro Scale v(grlu"
/r\y' PlotPlan Y iflrl Plood plain
./
_{Floor / Foundation Plan
/'
tz/ Section showing construction details
/
,/
__y'All Bui lding Elevations
/ Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow.35 lb. Per sq ft.)
,/ ,/
,/T*""Calculation Sheets& /FloorJoistDetails
./
4tletna,tlcal Desisn-r/
/Energy Calculations (R320 & Ch 1l)
B. Zoning(circle one - new zoning designations adopted in 2005)
PBI 12,000 sf min. (width 80 ft- min)
QDB/ 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft.min. with C.U.p.
RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.p.,
fverify zoning requirements)
C. )Jse/ Single Family_Duplex (LDRI only - Conditional useperrnit?)
D. FtBacla (taken from eaves)y'Frontsetback (32ft.from curb) Note: 60%mnoffrontyard green
-y{*set back (LDRI 2s ft.. &LDR2 20 ft.)
v Sides set backs (6" for every ft. of builrling height with LDR - 7.5'min., & LDRI - 6'min.)
tgoildiog-Height (maximum 30 ft.)
E. Footings
t/Proper Size (as per Table 403.l,use 1500 psf unless soil type is known, Table 401.4.1for soil bearing)
l/ Rebar (2#4 continuous)
,/
- vTootng Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab - interior)
F. F/undation
_gzlFoundation walls d rebar (city ordinance)
,/;r",AnchorBolts with 2ux2ux3ll6-,square washers (incl. interior bearing walls) R403.1.6.1 , :
/r,/ Foundation Drainage (foundations on sift soil shall be designed per R405)-t/ ---"---
-{Damp proofing/lVaterproofing to finish grade. R406.1 (fnd. extends 6" min above grade R4O4.1.6)
-era* space access of 18" x24" min. R408.3 (may differ if mech appliarce ilrn crawl space M1305.1.4)
--Cra$[Spe€e Ventilation/Insulation:l sf vent per 150 sf. (,with moisture ba:rier I sf. per 1500 sq. ft.) andwithin 3'of each corner (.insulate walls vent to inside of home) R408.2 , i
4frr^g slope away from house. R401.3
G.Flzme
t/Seismic Hold Downs and Braced Wall panels (R602.10)
't 4iloors joists sized as perR502.3, wood l-joists sized per manufr.
-/ IoistsUnder Load Bearing Partitions shall be doubled. R502.4
ltcoao" sized per R502.5 or per manufr. Tables for engineered pioducts
@y with R502.3.3 or manufr instruction)
t/WaIl (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5)R602.3
VReadersin Bearing Wall shall be designed as per Tables 5A2.5(1&2) R602.7
{Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
l/ Rafter and Truss tie-downs- 8802.10.5)
,/
fAttic Access 22" x 30" min. opening (RS0T)
II. Exterior Covering
v/Masortry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
r' Floor sheathing (3/4" min forjoists24" oc &,518" forjoists 16" oc) R503.2.2
I. Roof Covering and Ventilation
u/RoofYentilation as per R806
_{Asphalt Shingles (slop>2:12)w/ ice protection. (Other Vpe: _to comply wlmaS.{
J. prewalls
v/ GxagelHouse drywall separation (protect ext. walls & beams supporting habitable space) R309.2
,/y'Doorfrom Garage to House (1 3/8" solid wood or steel door, or 20 min- fue-rated door) R3O9.1
..*W)DwelIingSeparation(1hrfireseparation)Supportingstructurealsorated.R317.1
*fwt*omes & Townhouses Q hr separati on & 4' overlurn protection or parapet) R317.2
-Oneernrd*s parallel to and within 3 ft of property line w/NO openings. R302
*penetra*ions.in previous 3 items to cornply with R317.3
K. f,enelal Requirements
/HouseNumbers R321
./
4UAf Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3
-----Jnte+ierard:exterior stair illumination shall comply with R303.6.
,/-V Bathroom Fixture clearances comply with Figure R307.2
./' ,r'/Oneroomatleast 120sf.; r/OtherhabitableroomsT0sf.minw/amin.dimension of7 ft.R304*areas w/ sloped ceilings less than 5 ft in height &furced ceiltngs less than 7ft DO NOT comply+50% or more of the required area must be at least 7ft high in rooms w/ sloped ceiling
_ --:Eges,s.eisa-ece from windowwells under cantilevered floors. R310'2
t/CWn, at Hazar dous Locations R3 08
,/r^"rf"ocy Egress in all sleeping rooms and basements with habitable space R310
,fOo"required Exit Door shall comply with R311'4
/ | r ---r^ -:l^ ^f ^^^L ^--+^-i^- A^^. Pal 1 d ?,/t^a*gs at top and bottom of stairways R311.5.4, and each side of each exterior door' R311'4'3
,/ I : -,-:-)llf zl 1tt\ y'"
r/ starRise / Run (7 3/4,, max.rise & 10" min. tread, nosing req'd if <11') !-st3itr width (36' min),
--
=*,-Stuir*uy ileadroom (6' 8' min.) *ilandrails (34"to 38" above stair nosing)(R311'O
_Seasi*conditions for circular, spiral and winder stairways and bullfread enclosures R311'5'8
@on(enclosedaccessibleSpaceunderstairssha1lbecoveredwith1/2'drywall)R31I..2.2
Z6**ails complying with R312
tAot"Alarrns (gaabbedroom and common area and one on each level) G 3r3)
L. Enerry
t/ --r- ----^- z ntrol\+^ ^^mnkr rrrl 11}ronf,
,./Homes with glazin g< t1Yoof gross area of ext. walls (Townhouses <25o/o) to comply w/ Chapter 1l '
,rrir" shall meet requirements of IECCfor respective building type.Nll0l'Z
nJuprrretarder on warm in winter side of walls, ceiling and floors R318
,/ *Water Heater heat traps IECC 504-l
Zt"rsealing and insulation N 1 1 03.3 & 4 or rE cc 5033.3.3, 503.3 3 -4.3
/ ptu*match quantities & values on a "passing" REScheck compliance report
M. Mechanical
/ .r , 'r 1 ^.^4^-^^l^^^+-L O*appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G24062
./
{.oo^access 24,, minwidth/Attic access clear opening 20x30AJnder floor t-o-22x30- M13O5
-/ --
\rr.Pnr _
_y(ptyoVent length 25' maxw/ 8' transition (-5' per 90 deg turns) M1501'3
Il,eehsse shown on plans (B-vents notto be inside insulated walls without insulation shield)
<FW
REScheck Software Version 4.4.3
2007 tEcc
ldaho Falls, ldaho
Single Family
Bldg. faces 270 deg. from North
1462ft2
8Yo
7918
6
Owner/Agent:
Cody Puzey
Kartchner Homes
208-529-2116
14-00198
880 South 2275West
Designer/Contractor:
Kartchner Homes
Com pl iance Gertificate
Project Title: SF10B2
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Construction Site:
Compliance: 0.9% Better Than Code
Wall 1:Wood Frame, 16" o.c.
Orientation: Right Side
Door 1: Solid
Orientation: Right Side
Window 1: Other:Double Pane with Low-E
SHGC: 0.31
Orientation: Right Side
Wall 2: Wood Frame, 16" o.c.
Orientation: Back
Window 1: Other:Double Pane with Low-E
SHGC: 0.31
Orientation: Back
Wall 3: Wood Frame, 16" o.c.
Orientation: Left Side
Wall 4: Wood Frame, 16" o.c.
Orientation: Front
Door 1: Solid
Orientation: Front
Window 1: Other:Double Pane with Low-E
SHGC: 0.31
Orientation: Front
Floor 1 : Slab-On-Grade:Unheated
Insulation depth: 1.0'
Ceiling 1: Flat Ceiling or Scissor Truss
Air Conditioner 1: Electric Central Air 14 SEER
Furnace 1: Forced Hot Air 95 AFUE
24
6
o
't8
25
26
20
6
0.0
460 21.0 0.0
400 21.0 0.0
21
30
460 21.0
21
400 21.0
81
0.290
0.310
0.310
0.290
0.310
246
1462
220
3850.0
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submifted with the permit application. The proposed building has been designed to meet the 2007 IECC requirements in
REScheckVersion 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Project Notes:
Signature
Project Title: SF10B2
Data filename: C:\Program Files (x86)\Check\REScheck\SF1082.rck Report date: 05103114
Page 1 of 5
Job Number: SF10B2
Project Title: SF10B2
Data filename: C:\Program Files (x86)\Check\REScheck\SF1082.rck
Report date: 05103114
Page 2 of 5
REScheck Software Version 4.4.3
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Ceilings:
E Ceiling 1: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation
Inspection Ghecklist
2007 rEcc
ldaho Falls, ldaho
Single Family
Bldg. faces 270 deg. from North
1462tt2
8Yo
7918
6
Comments:
Above-Grade Walls:
E Watt 1 : Wood Frame, 16" o.c., R-21 .0 cavity insulation
Comments:
E Watt 2: Wood Frame, 16" o.c., R-21 .0 cavity insulation
Comments:
E Watl 3: Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
D Watt 4: Wood Frame, 16" o.c., R-21 .0 cavity insulation
Comments:
Windows:
E Window 1:Other:Double Pane with Low-E, U-factor: 0.310
For windows without labeled UJactors, describe features:
#Panes - Frame Type Thermal Break? - Yes - No
E Window 1 : Other:Double Pane with Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
Comments:
Comments:
#Panes - Frame Type Thermal Break? - Yes - No
E Window 1 : Other:Double Pane with Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
#Panes - Frame Type Thermal Break?-Yes-No
Comments:
Nofe: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.
Doors:
E Door 1: Solid, U-factor: 0.290
Comments:
E Door 1: Solid, U-factor: 0.290
Comments:
Floors:
tr Floor 1: Slab-On-Grade:Unheated, 1.0' insulation depth, R-6.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 1.0 ft. OR down to at least the boftom of the slab then horizontally for a
total distance of 1.0 ft.
Project Title: SF'1082
Data fi lename: C:\Program Files (x86)\Check\REScheck\SF1 082'rck
Report date: 05103114
Page 3 of 5
Heating and Cooling Equipment:
E Air Conditioner 1: Electric Central Air: 14 SEER or hioher
Make and Model Number:
E Furnace 1: Forced Hot Air: 95 AFUE or hioher
Make and Model Number:
Air Leakage:
tr Joints, attic access openings, and all other such openings in the building envelope that are sources of air leakage are sealed.
tr Recessed lights in the building thermal envelope are 1) type lC rated and ASTM E283 labeled and 2) sealed with a gasket or caulkbetween the housing and the interior wall or ceiling covering.
tr Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression ordamage) to at least the level of insulation on the sunounding surfaces. Where loose fill insulation exists, a baffle or retainer is installedto maintain insulation application.
tr Wood-burning fireplaces have gasketed doors and outdoor combustion air.
Sunrooms:
tr Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.S0 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelopereouirements.
Vapor Retarder:
tr A minimum of Class ll (1.0 perm) vapor retarder is installed on the interior side of above-grade framed walls or it has been determinedthat moisture or its freezing will not damage the materials.
Exceptions:
Class lll (10 perm or less) vapor retarder is permifted for vented cladding over fiberboardl gypsum, or for sheathing over 2x4 framtnghaving insulation of R-7.5 or better, or for sheathing over 2x6 framing having insulation ot R-t t.ZS or better.
Materials ldentification and Installation:
tr Materials and equipment are installed in accordance with the manufacturer's installation instructions.
tr Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
tr Materials and equipment are identified so that compliance can be determined.
tl Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
tr Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency are clearly marked on the building plans orspecifications.
Duct Insulation:
tr Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope areinsulated to at least R-6.
Duct Construction:
tr Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed andmechanically fastened.
All joints' seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closuresystems. Tapes and mastics are rated UL 1 g1A or UL 1 g1 B.
Building framing cavities are not used as supply ducts.
Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the InternationalMechanical Code.
Temperature Controls:
tr Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating andiorcooling input to each zone or floor is provided.
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC CommercialBuilding Mechanical and/or Service Water Heating (Sections 503 and 504).
Girculating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when thesystem is not in use.
tr
tr
tr
tr
tr
tr
tr
tr
Project Title: SF10B2
Data filename: C:\Program Files (x86)\Check\REScheck\SF1082.rck Report date: 05103114
Page 4 of 5
Heating and Cooling Piping Insulation:
tr HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2.
Certificate;
tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window
U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: SF10B2
Data filename: C:\Program Files (x86)\Check\REScheck\SF1082.rck
Report date: 05103114
Page 5 of 5
/l( 2007 IECC Energy
IJJ Efficiency Certificate
Geiling / Roof
Wall
Floor / Foundation
Ductwork (unconditioned spaces):
50.00
2't.00
6.00
Forced Hot Air Furnace
Water Heater:
0.31 0.31
0.29 NA
Window
Door
Electric Central Air Conditioner
Date: -Name: -
Gomments:
Load Short Form
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03, 2014
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
Htg Clg
-6 92
70 75
76 17
-H
30 50
35 -31
lnfiltration
Outside db fD
Ins ide db (" F)
Design TD fD
Daily range
Inside humidity (%)
Moisture difference (gr/lb)
Method
Construction quality
Fireplaces
Simplified
Semi-tight
0
Make Goodman Mfg.
Trade GOODMAN
Model GMH950453BX
AHR|ref 2002182
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static oressure
Space thermostat
TOTALS
HEATING EQUIPMENT COOLING EQUIPMENT
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DlSTl..
Cond GSX140181A*
Coil CA*F1824*6D"
AHRI ref 4589218
Efficiency 12.0 EER, 14 SEER95 AFUE
46000
34560
44
859
0.025
0.70
Btuh
Btuh.F
cfm
cfm/Btuh
in H2O
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
11900 Btuh
5'100 Btuh
17000 Btuh
859 cfm
0.112 cfmiBtuh
0.70 in H2O
1.00
1462 37859 8160 859
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
859
ROOM NAME Area(tr)Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
Rooml
Room2
Room3
Room4
Room5
Room6
140
120
45
232
81
844
4663
2594
918
6503
123
19806
1200
1 063
89
759
71
4503
116
64
23
161
3
492
134
119
10
85
8
503
Entire House
Other equip loads
Equip. @ 0.97 RSM
Latent cooling
1462 34607
3252
7685
727
8160
0
859 859
I
A +lf WfightSO'ft Risht-suite@ universat 2013 13.o.oe RSU2o477
fiCh ...eRtOocuments\wrightsoftware\Kartchne^SFgB2.rup Calc = MJ8 House Fronl faces: W
2014May-03 11:01:43
page 1
Building Analysis
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03, 2014
For: Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude: 44"N
Outdoor:Drybulb ("F)
Dailyrange ("F)
Vl,bt bu lb (" DWind speed (mph)
Cooling
92
34 (H )617.5
Indoor:
Indoor temperature ("F)Design TD CDRelative humidity (%)Moistu re difference (gr/l b)
lnfiltration:Method
Construction quality
Fireplaces
Heating
70
76
30
35.2
Simplified
Semi-tight
0
Cooling
75
17
50-31.1Heating
9
15.0
Component Btuhrff Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltration
Ducts
Piping
Humidification
VentilationAdjustments
Total
4.9
23.6
22.0
1.5
10.6
3.1
7642
3086926
2222
15425
53050
0
0
32520
37859
20.2
8.2
2.4
5.9
40.714.0
0
0
08.6
100.0
,.r.tilt(!
Component Btuhrff Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
Infiltration
Ducts
Ventilation
Internal gains
Blower
Adjustments
Total
o.734.06.20.9
00.4
1 036
4459
2621316
0613
0727
0008412
12.3
53.0
3.1
15.6
07.3
08.6
0
0
100.0
Latent Cooling Load = 0 Btuh
Overall U-mlue = 0.083 Btuhiff-'F
Data entries checked.
jE, + wrlghtcot? Rishrsuire@ universat 2013 13.o.oe RSU2o477
,Gft...Eq19scuments\wrightsofrware\Kartchner\SF9B2.rup Calc=MJ8 HouseFrontfaces: W
20'l 4-May-O3'l 1 :0 1 :43
Page 1
Component Constructions
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03, 2014
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude: 44'N
Outdoor:
Drybulb ("F)
Dailyrange ('F)
tA,bt bulb ('F)
\Mnd speed (mph)
Heating
9
15.0
Cooling
92
34 (H )61
7.5
Indoor:
Ind oor temperature ('F)
Design TD fDRelative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
76
30
35.2
Simplified
Semi{ight
0
Cooling
75
17
50-31.1
Construction descri ptions
Walls't2F-0sw: Frm wall, vnl ext, 3/8" wood shth, t-21 cav ins, 112" gypsum
board int fnsh, 2"x6" wood frm
Partitions(none)
Windows
61C:61C
Doors
11P0: Door, mtl pur core type
Ceilings
168-50ad: Attic ceiling, asphalt shingles roof mat, r-S0 ceit ins, 1/2"
gypsum board int fnsh
Floors
224-cpmi Bg floor, heavy dry or light damp soil, on grade depth, carpet
flr fnsh
Or Area
IF
U-value lnsul R
Btuh/f,:-"F fl3-'F/Btrh
Htg HTM
Huh/n3
4.94
4.94
4.94
4.94
4.94
23.6
23.6
23.6
23.6
22.O
22.O
22.0
1.52
0.67 28'l
0.67 214
0.67 308
0.67 234
0.67 1036
Gain
Btuh
1 1.9 238
38.0 3080
38.0 1141
34.0 4459
Clg HTM
Btuhiff
Loss
Btuh
2070
1576
2272
1724
7642
n
e
s
all
n
all
n
all
419 0.065 21 .O
319 0.065 21 .0
460 0.065 2't.0
349 0.065 21 .0
1547 0.065 21 .0
20 0.310 0
81 0.310 0
30 0.310 0
131 0.310 0
0.290 10.5
0.290 10.5
0.290 10.5
471
1 908
707
3086
463
463
926
21
21
42
1462
172
0.020
'|.180
50.0
0
6.23
6.23
6.23
0.90
0
131
131
262
1 316
089.7 15425
I
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,€Ch ...Ep19ecuments\Mightsoftware\Kartchne^SFgB2.rup Calc = MJB House Front faces: W
2014-May-03'11:01:43
Page 1
Project Summary
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03,2014
For:
Notes:
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
Weather: ldaho Falls. lD. US
Winter Design Conditions Summer Design Conditions
Outside db
Inside db
Design TD
Structure
Ducts
Centralvent (46 cfm)
Humidiflcation
Piping
Equipment load
Method
Construction quality
Fireplaces
Area (ft1
Volume (ff)
Air changes/hour
Equiv. AVF (cfm)
Efficiency
Heating input
Heating outputTemperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Heating Summary
Outside db
Inside db
Design TD
Daily range
Relative humidity
Moisture difference
Structure
Ducts
Centralvent (46 cfm)Blower
Use manufacturer's dataRate/swing multiplierEquipment sensible load
Structure
Ducts
Central vent (46 cfm)
Equipment latent load
Equipment total load
Req. total capacity at 0.70 SHR
92 "F
75 "F
17 "F
H
50 o/o
-31 gr/lb
-6 'F
70 'F
76 "F
Sensible Gooling Equipment Load Sizing
Infiltration
34607 Btuh
0 Btuh
3252 Btuh
0 Btuh
0 Btuh
37859 Btuh
Simplified
Semi{ight
0
7685 Btuh
0 Btuh
727 Bluh
0 Btuh
n
0.97
8160 Btuh
-693
0-823
0
8160
1.0
Latent Gooling Equipment Load Sizing
Heating Cooling1462 1462
14620 14620
0.31 0.16
76 39
95 AFUE
46000 Btuh
34560 Btuh
44 "F
859 cfm
0.025 cfm/Btuh
0.70 in H2O
11900 Btuh
5100 Btuh17000 Btuh
859 cfm
0.112 cfm/Btuh
0.70 in H2O1.00
Btuh
Btuh
Btuh
Btuh
Btuh
ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Model GMH950453BX
AHRI ref 2OO2182
Gooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DlSTl..Cond GSX140181A*
Coil CA*F1824*6D"
AHRI ref 4589218
Efficiency 12.0 EER, 14 SEER
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A {{* wf|ghtsof? Rishrsuite@ universar 201313.0.0e RSU2o477
,{CCh ...6p1p6cuments\wrightsofrware\KartchneAsFgB2.rup Calc = MJ8 House Frontfaces: W
2014-May-03 1'1:01:43
Page 1
AED Assessment
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03,2O'14
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2'116
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude; 44'N
Outdoor:
Drybulb ("F)
Dailyrange ('F)
V1,bt bulb ("F)
Wind speed (mph)
Gooling
92
34 (H )61
7.5
Indoor:
Indoor temperature ('F)
Design TD CDRelative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Heating
70
76
30
35.2
Cooling
75
17
50-31.1Heating
:
15.0
FburlyGazirg Led
Fbrd Dry
/ ffiId
Maximum hourly glazing load exceeds average by 17.3%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
I
1$
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.€S ...gRtoocuments\wrightsofiware\Kartchner\SF9B2.rup Calc = MJ8 House Front faces: W
2014-May-O3 11:01:44
Page 1
Right-J@ Worksheet
Entire House
Kartchner Homes
Calcrrlalions anoroved bv ACCA lo meet all reouirements of Manual J 8th Ed.
Job: SF9B2
Date: May 03,2014
By:
1
45
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House't72.0 ft
10.0 ft
1462.0 ft2
Room l
24.0 tr
10.0 fi heavcool
14.0 x 10.0 ft
140.0 fr
Ty Construction
numDer
U-value
(Bt uh/ft'?- "F
Or HTM
(Bt uh/ft'?)
Area (f F)
or perimeter (ft)
Load
(Bluh)
Area (ft')
or perimeter (ft),llifl, I
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
l1
WF----GrD
WL--c
W
H
F
12F-osw
61C
1 1P0
1 2F-osw
61C
1 2F-0sw
12F-osw
61C
11P0'l6B-50ad
22NcDm
0.065 | n
0.3101 n
0.290 | n
o.oos I e0.310 | e
0.065 | s
0.0651 w
0.3101 w
0.2901 w0.020 |r.rao I
4.94
23.56
22.O4
4.94
23.56
4.94
4.94
23.56
22.O4
1.52
89.68
,:;il
0.67 |38.02 |.l.Eilo.ze I0.e0 |0.00 |
II
I
460l2012114001811
4601
4001,?l
14621'o'l
o'31
211
3191ol1?il
21114621trl
II
l
'liil
15761
19081liiil
463122221' 54251
I
zatl
2381
131 |2141
30801
3081
2341
1't4',|
131
13 16
0
100
0
0
140
20
0
0
0
140
144
100
0
0
1200
0
0
0
't40
24
494
0
0
593
471
0
0
0
0
2't3
2152
67
0
0
80
760
00
0
0
tzo
c) AED excursion 81
Envelope loss/gain 29301 7072 aqt?'t111
't2 a) InfiltEtion
b) Room ventilation
5305
0
otJ
0
740
0
85
0
13 lnternal gains: Occupants @ 230
Appliances/other
0
0
Subtotal (lines 6 to 13)34607 7685 4663 1200
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads 0%ool
34607 768f
-Oo/o 004
0
0
0
4663
0
0
1200
0
Total room load
Air required (cfm)
34607
859
7685
859
4663
116
't200
'134
.*. {+ wriglrtroft Rishlsuite@ univefsal 2013 13.0.09 RSU2o477tu* ...ER\Documents\wrightsoftware\Kartchne^SF9B2.rup Calc = MJ8 House Front faces: W
2014-May-03 11:0'l:44
Page 1
Right-J@ Worksheet
Entire House
Kartchner Homes
Job: SF9B2
Date: May 03, 2014
By:
1
4
Room name
Exposed wall
Room height
Room dimensions
Room area
Room2
12.0 tt
10.0 ft heaucool
12.0 x 10.0 ft
120.O f 12
Room3
5.0 ft
10.0 fi heavcool
9.0 x 5.0 ft
45.0 f t,
Ty Construction
number
U-value
(Btuh/ft'?-'F
Or HTM
(Bt uh/ft'?)
Area (f r)
or perimeter (ft)Load
(Btuh)
Area (ft')
or perimeter (ft)
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
11
vy
l---GL-D
vyr-G
T_"
F
12F-0s
61C
11P0
12F-Osw
61C
12F-osw
1 2F-0sw
61C
1 1P0
168-50ad
22A.cpm
0.065
0.310
0.290
0.065
0.310
0.065
0.065
0.310
0.290
0.020
1 .180
n
n
n
4.94
23.56
22.O4
4.94
23.56
4.94
4.94
23.56
22.04
1.52
89.68
0.67
1'1.92
6.23
u-ba
38.02
0.67
0.67
38.02
6.23
0.90
0.00
0
0
0't20
20
0
0
0
0
120
120
i
120
12
494
471
182
1076
0
0
0
760
0
0
0
0
108
50
0
0
0
0
0
0
0
45
45
503
0
0
0
0
0
045
t
247
0
0
0
0
0
0
0
o6
448
JJ
00
0
U
0
0
0
0
40
0
6 c) AED excursion 85
Envelope loss/gain 102C 764 71
12 a) Infiltration
b) Room ventilation
37C
c
43 't54
0
18
0
13 fntemal gains: Occupants @ 23O
Appliances/other
0
0
Subtotal (lines 6 to 13)2594 1063 918 89
't4
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads -oo1 Oo/l
0
0
0
2594
0
1 06:
-ool ool
0
0
0918
0
0
0
089
0
Total room load
Air required (cfm)
2594
64
1 06:
11(
918
23
89
10
Calculations aooroved bv ACCA to meet all reouirements of Manual J 8th Ed.
;* ,l* rvriglrt=oft Righr-suire@ universat 2013 13.0.09 Rsu20477,G ...gRtoocuments\wrightsoftware\KrrtchneAsFgB2.rup calc = MJg House Front facs: W
2014-May-03 1 l:01:44
Page 2
Right-J@ Worksheet
Entire House
Kartchner Homes
Job: SF9B2
Date: May 03,2014
By:
'l
2
4
Room name
Exposed wall
Room height
Room dimensions
Room area
Room4
34.0 fr
10.0 ft heaucool
1.0 x 232.0 ft
232.0 ft,
Room5
0ft
10.0 ft heavcool
9.0 x 9.0 ft
8't.0 f t,
Ty Construction
numbef
U-value(Bt uh/ft'?- "F
Or HTM
(Bt uh/ft')
Area (f r)
or perimeter (ft)
LOaO
(Btuh)Area (f t, )or perimeter (ft)
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
o
11
vr
l-GL--Jl
Wlc
I_*H
F
12F-0sw
61C
11P0
12F-0sw
6tc
1 2F-osw'l2F-osw
61C
11P0'l6B-50ad
22Ncgm
0.065
0.3'10
0.290
0.065
0.310
0.065
0.0650.310
0.290
0.020
1 .180
n
n
n
Y
4.94
23.56
22.O4
4.94
23.56
4.94
4.94
23.56
22.04
1.52
89.68
0.67
1't.92
6.23
0.6738.02
0.67
0.67
38.02
6.23
0.90
0.00
13C
2A
210
0
0232
232
110
210
0
0
34
543
471
0
0
0
0
1037
0
3049
74
23e
141
20s 81
81
81
0
0
0
00
0
0
0
0't23
0
0
0
0
0
0
0
0
0
73
0
6 c) AED excursion -231 -2
Envelope loss/gain 5454 6381 123 71
12 a) Infiltration
b) Room ventilation
I 04€
c
't2'l
0 0
0
0
13 lntemal gains: Occupants @ 230
Appliances/other
0
0
Subtotal (lines 6 to I 3)ososl zsgl 't23 71
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads -0o/o oo
i(
650:75!
-00k 0%
0
0
0
123
0
0
0
071
0
Total room load
Air required (cfm)65031
161 |
75el851 123 71
I
Calculations aoDroved bv ACCA to meet all reouirements of Manual J 8th Ed
fh. + Yvrlghtsoft Righrsuite@ universat 20.t3 i3.o.o9 RSU2o477* ...ER\Documents\wrightsoftware\KartchneAsFgB2.rup Calc=MJ8 HouseFrontfaces: W
2O'l 4-May -O3 1'l :O I :44
Page 3
Right-J@ Worksheet
Entire House
Kartchner Homes
Job: SF9B2
Date: May 03, 2014
By:
1
2
4
Room name
Exposed wall
Room height
Room dimensions
Room arca
Roomo
97.0 ft
10.0 ft heaucool
1.0 x 844.0 ft444.0 f t2
Ty Construction
numDer
U-value
(Bt uh/ft'z-'FOt HTM
(Bt uh/ft'z)
Area (f F)
or perimeter (f0
Load
(Btuh)
Area
or penmeter Load
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
1
WH
vyr-G
1_-H
r
| 12F-0sw
| 61C
111P0
| 12F-0sw
| 61c
| 12F-0sv
| 12F-0sw
| 61c
| 11P0
| 168-50ad
| 22A-com
0.065
0.310
0.290
0.065
0.310lo.oss Io.oos I0.310 |0.290 |??331
I
II
III
n
n
n
e
e
s
4.94
23.56
22.O4
4.94
23.56
4.94
4.94
23.56
22.O4
1,52
89.68
0.67
11.92
0.6738.02
0.67
0.67
38.02
6.230.90
0.00
18(
2'l
14C
41
460
19C
2'l
844
844
1
21
99
0
460
139
2'l
844
,dc
463
489
966
2272
687
707
463
1243
8699
10r
13'1
ot
| 3C!
30€
93
114',
131
,OL
6 c) AED excursion -rsel
Envelope loss/gain '16814 4157
12 a) Infiltration
b) Room ventilation 2992
0
345
0
13 Intemal gains: Occupants @ 230
Appliances/other
Subtotal (lines 6 to 13)1980€4503
14
t3
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads -Oo/o 0o/.
19806
((
4501
Total room load
Air required (cfm)rsaool
4921 450315031
* ..ER\Documents\wrightsoftware\Kartchner\sF9B2.rup calc = MJB House Front faes: w Page 4
Sheet I
14x3.2(
164 cfn
Room4
14x3.2!
Room5
101 cfm
Job #: SF9B2
Performed for:
Cody Puzey
3758 Yellowstones Hwy
ldaho Falls, ld 83401
Phone: 208-529-21 16
Scale: 1 :75
Page I
Ri ght-Suite@ Lhivelsal 201 3
13.0.09 RSU20477
2014-May-03 1't:02:j1
ig htsoft/vare\Kartch ner\SFg 82. ru o
Duct System Summary
Entire House
Kartchner Homes
Jobi
Date:
By:
SF982
May 03,2014
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld g3401
Phone: 208-529-2116
External static pressure
Pressure losses
Available static pressure
Supply / return avaihble pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.70 in H2O
0.37 in H2O
0.33 in H2O
0.177 10.153 in H2O
0.094 ini100ft
859 cfm
Cooling
0.70 in H2O
0.37 in H2O
0.33 in H2O
0.177 10.153 in H2O
0.094 in/100ft
859 cfm
Name
Design
(Btuh)
Htg
(cfm)
clg
(cfm)
Design
FR
Diam
(in)
HxW
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft)Trunk
Rooml
Room2
Room3
Room4
Room4-A
Room5
Room6
Room6-4
Room6-B
Room6-C
Room6-D
c 120O
c 1063
h 918
h 3251
h 3251
c71
c 901
c 901
c 901
c 901
c 901
116
64
23
81
81
3
98
98
98
98
98
1U
119
10
42
42
8
101
101
101
101
101
0.103
0.094
0.096
0.125
0.112
0.1 10
0.103
0.1 10
0.096
0.106
0129
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
shMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
42.0
28.0
34.0
26.0
18.0
11.0
21.0
30.0
35.0
27.O
22.0
130.0
160.0
150.0
1 15.0
140.O
150.0
150.0
130.0
150.0
140.O
115.0
st2
st2
st2A
st2A
st2
st2
st1
st1
stlA
st1
stlA
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
stlA
st1
st2
st2A
Peak AVF
Peak AVF
Peak AVF
Peak AVF
197
492
367
103
201
503
356
52
0.096
0.096
0.094
0.096
302
755
551
155
7.6
10.8
9.6
5.9
8x 12
8x 12
8x 12
8x 12
ShtMetl
ShtMetl
ShtMetl
ShtMetl
st1
st2
fH + wright=oft Rishr-suire@ universat 2013 13.o.oe Rsu2o477
/f,^;A ...ER\Documents\wrightsofrware\Kartchne^SFgB2.rup carc = MJB House Front faces: w
20 1 4-May -03 1'l :0 1'.44
\ame
Grill
Size (in)
Htg
(cfm)
clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1
rb2
rb3
rb4
0x0
0x0
0x0
0x0
116
64
1U
514
134
119
93
513
163.0
104.0
147.0
90.0
0.094
0.147
0.104
0.170
425
376
520
661
6.6
5.7
7.O
9.6
3.25x14
3.25x14
3.25x14
8x 14
1 0x9
1 0x9
10x9
SJSp
SJSp
SJSp
ShMt
r12
rt2
t12A
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
rl2
rt2A
Peak AVF
Peak AVF
345
164
346
93
0.094
0.104
519
247
9.4
7.0
8x 12
8x 12
ShtMetl
ShtMetl tt2
lH + WfighEOft Rishrsuire@ universat 2013 13.o.oe RSU2o477
,{rtJA...ER\Documents\wrightsoftware\Kartchne^SFgB2.rup Calc=MJ8 HouseFrontfaces: W
2O14-May-O3 '11:01:44
Page 2
14-050638
KARTCHNER HOMES
SF1OB2 SCROUGHHAM
Scale = 1:92.7
Plates Increase 1 .15
Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2009/TPt2007
DEFL in (toc) t/defl
Vert(LL) -0.18 N-O >999
Vert(TL) -0.28 N-O >999
Hoz(TL) 0.03 J ntaWind(LL) 0.04 B-O >999
Ltd
360
240
nta
240
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E -Exceot.
W5,W4:2x4 DF Stud/Std
PLATES
MT2O
GRIP
220t155
Weight: 372 b Ff = 20o/o
BRACING
TOP CHORD Sheathed or 54-12 oc purlins.BO.T CHORD Rigid ceiting direclty applied or 6_0-0 oc bracing.wtrE i 1 Row at midpt D_N, E_N, F_M, G_M, H_M
MiTek recommends thaivil | eK recommenos that stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
REAcrloNs (lb/size) B=1338/0-5-8 (min.0-1-9), M=3975/0-5-8 (min.044), J=798/0-3-B (min. 0-1-B)Max HozB=-151(LC 6)
Max UptiftB=-339(LC s), M=-596(LC 5), J=-267(LC 6)Max GravB=1462(Lc 9), M=3975(LC i), J=9s1ilc 1b)
IglC^q9^-(l!) - !a1. Qgmq,/Mgx. T_en. -Ail forces 250 (tb) or tess except when shown.TOp CHORD B-C=-2382t467, C-D=-1861/357, O-e=-bzolrer, e_r=_ioznti,i_c=_sg/1ro+, G-H=_78/1136,H-l=-7 64 t224, t-J =-1 308/325
Bor cHoRD B-o=452t2008, o-p=-192r1349, p-e=-19211349, N-e=-19211349, N-R=-482l369,R-s=-4821369, M-s=-4821369, M-T=-302i360, T-U=-3021360, t_-u=-sozlsoo, J-L=-176l.r059WEBS c-o=-567/2s3, D-O=68/698, D-N=-1181/381, E-N=-501/125, F_N=:ie}nf'q, F-M=_2084/398,G-M=-1 053/1 96, H-M=-i 184t382, H-L=_72|T 17, t_L=_61 3/302
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=25i; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gable end rone; cantitever-. !_eft a.nd right exposed ; Lumber DeL=l .33 ptate grip bOt_=t .SS3) Provide adequate drainage to prevent water ponjino.
4) This.truss has been designed for a 10.0 psf bottom ihord live load nonconcurrent with any other live loads.5) . This truss has been designed for a.live load of 20.opsf on the bottom chord in all "r""i iunur" a rectangte 3€-o tall by 2-0-0 wide will fitbetween the bottom chord and any other members, r,riittr gCOt = Z.Opsf.')
it=%t l?"Jr:nical
connection (bv others) of truss to bearing plate capabte of withstanding 100 tb uptift at joinr(s) excepr [t=tb) 8=339,
7) This truss is designed in accordance with the 2009 International Residenrial code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TP| 1.
LOAD CASE(S) Standard
Smle = 1:85.1
8x12 =
tFY
s tvl
7x10 =
SPAC|NG 2-0-o
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) l/defl L/d
Vert(LL) -0.32 N-O >999 360
Vert(TL) -0.49 N-O >999 240
Horz(TL) 0.13 K n/a nlaWind(LL) 0.10 N-O >999 240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E.Exceot.
W4,W6:2x4 DF Stud/Std, W7:2x4 DF 2400F 2.0E
BRACING
TOP CHORD Sheathed or 3-7-6 oc purlins,
BOT CHORD Rigid ceiling directly apptied oI
PI.ATES GRIP
MT20 220t195
MT20H 165t146
Weight: 350 lb FT = 20%
WEBS 8-94 oc bracing: B-O.
1 Row at midpt D-N,
except end verticals.'10-0-0 oc bracing, Except
F-N, F.M
Mr reK recommends that stabilizers and required cross bracina
be installed during truss erection, in accordince with Stabilizei
InstallationREACTIONS (lbl size) 8=2721 /0-5-8 (min. 0-2-1 4\, K=267 Bt0-5-8 (min. 0-2-1 4)Max Hoz B=2S6(LC 5)
Max UpliftB=-549(LC 5), K=a40(LC 6)
IOFCES (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or tess except when shown.TOP CHORD B-C=-5073/916, C-D=4584/811, D-E=-3355/624, E-F=-3106/637, F-G=-2875/565,G-H=-31 31/554, H-t=-2648t428, J-K=-349/9
BOT CHORD B-O=-9s3/4386, O-P=-70513800, P-Q=-70s/3800, N-e=-70513800, N-R=403/3073,R-S=-403/3073, M-S=-403/3073, M-T=-360/2534, T-U=-360/2534, L-U=-360/2534,K-L=-95/401
wEBs c-o=-499/281, D-o=40/650, D-N=-1i37t372, E-N=-101/876, F-N=-266/252, F-M=-80s/211.G-M=-99/799, H-M=-105/465, H-L=-986t241, tL=-240t2241. lK=-2437 t52B
NOTES
1 ) Unbalanced roof live loads have been considered for this design.2) Wnd: ASCE 7-05; 90mph; TCDL=4.2psf',^BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantiteverleft and right exposed ; Lumber DOL=1_33 ptate grip DOL=1 .333) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-o-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=549,K=440.
8) This truss is designed in accordance with the 20Og lnternational Residential Code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
S€le = l:85.1
FF
6x12 MT20H =
7x1O -
E
Plates Increase 1.15
Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2009iTPl2007
DEFL in (toc) t/defl
Vert(LL) -0.70 L-M >830
Vert(TL) -1.15 L-M >S01
Hoz(TL) 0.77 J ntaWind(LL) 0.37 L-M >999
L/d
JOU240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2xO DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud/Std *Exceot*
W4,W2,W5,W10,W8:2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 2-7-9 oc purlins, except end verticals.BO.T CHORD Rigid ceiling direcfly apptied or 64-b oc bracing.WEBS 1 Row at midpt D-L
2 Rows at 1/3 pts F_K. H-J
PLATES GRIP
MT20 220t195
MT20H 165t146
Weight: 313 b Ff = 20o/o
ek recommends that Stabilizers and required crossbe installed during truss erection, in accordance with Stabilizei
REACTIONS (lbl size) J=2357 tO^-l8 (min 0-2-6), 8=247 2tO_5_8 (min. 0_2_8)Max Horz B=2SS(LC 5)
Max UptiftJ=440(LC 6), B=-sa9(LC S)
I9lC^q?-_(P) - !a1. C,o1p.t!t91. Ten. - Ail forces 2s0 (tb) or tess except when shown.TOp CHORD B-C=-81 39/1 81 7 , C-D=-7382t1510, D-E=i5558/1 036, E-F=_61 60/1 1 ii, r_a=_stzarct,t,G-H=-39S2|T 1 1, H-t=-284 t95, t-J=_359/1 34BOT CHORD B-M=-1 807 t7 302, L-M=-1 398/661 0, K-L={31/s380, J_K=_525t2945WEBS c-M=-590/3s1, D-M=-23t502, D-L=-1567t574, E-L=-318t22'ti,i_t=_zgahtr, F_K=_277QI538,G-K=-14611065, H-K=-921846, H-J=_3758/682
NOTES
1 ) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05: 90mph; TCDL=4.2psI; BCDL=4,2psf; h=25i; Cat. il; Exp C; enctosed; MWFRS (tow_rise) gabte end zone; cantitever- left and right exposed ; Lumber DOL=1.33 plate grlp bOL=t.a:3) Provide adequate drainage to prevent water pondinq.
4) All plates are MT2O plates unless othenvise indicateld.5) This kuss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads.6) . This truss has been designed for a.live load of 20.0psf on the bottom
"noia i" "ir ur"rl i,rrere a rectantL 3-6-0 tail by 2-0-0 wide wilt firbetween the bottom chord and any other members.7) Bearing at joint(s) J, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shoutd verify capacityof bearing surface.
u)
E:"u19:
mechanical connection (by others) of truss to bearing plate capable of withsranding 1 00 tb uptift at joint(s) except fir=tb) J=440,
9) This truss is designed in accordance with the 2009 Internalional Residential code sections Rso2.1 1.,1 and Rg02.10.2 and referencedstandard ANSyTPI 1.
LOADCASE(S) Standard
Scale = 1:84.3
FF
7x10 =
E
6x8 \
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/deflVert(LL) -0.70 L-M >830
Vert(TL) -1.15 L-M >501
Hoz(TL) 0.77 J ntaWind(LL) 0.37 L-M >999
Ltd
360
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
PLATES GRIPMT20 220t195MT20H 165t146
Weight: 390 b Fr = 20%
2x6 DF SS
2x6 DF SS *ExceDt'
Fl,F6,F9:2x4 DF 1800F 1.6E
2x4 DF Stud/Std *Exceot*
W4,W2,W5,W10,W8:2x4 DF 1800F 1.6E
BRACING
TOP CHORD
BOT CHORD
WEBS
JOINTS
Sheathed or 2-7-9 oc purlins, except end verticals.Rigid ceiling directly applied or 7-2-13 oc bracing. Except:6-5-0 oc bracing: B-M
9-4-0 oc bracing: K-L
10-0-0 oc bracing: J-K
1 Row at midpt D-L
2 Rows at 1/3 pts F-K, H-J1 Brace at Jt(s): K
Mr tek recommends that Stabilizers and required-ross bEEingbe installed during truss erection, in accordance with Stabilizer
REACTf ONS (tbt size) J=2351 t0:tg (min. o-2-7 ), B=2472t0_5_8 (min. 0-2-B)Max Horz B=2S5(LC 5)
Max UptiftJ=-440(LC 6), 8=-549(LC 5)
I9lC^!9_ll!) - YaI. Comp /y9I. lel. - Ail forces 250 (tb) or ress except when shown.TOp CHORD B-C=-8139/1817,C-D=-7382t1510, D-E=i5558/1036, E_F=6160/1173, F-G=-s1261671,G-H=-3952/71.t, H-t=-284195, t_J=_3S9/1 34BOT C HORD B-M=-1 807 t7 302, L-M=-1 398/66 1 0, K-L=_83 1 /5380, J_K= _525 I 2948WEBS c-M=-590/391, D-M=-23t502,D-L=-1567t574,E-L=-318t2217:,i-r=_zsamr,F_K=_2770t538,
G-K=-1 46/1 065, H-K=-92l846, H_J=-3758/682
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=25i; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantitever-. Left a.nd right exposed ; Lumber DOL=1 .33 ptate grip bOL=t .Se
9l ?to"jO: adequ?le, drainage to prevenr ware, poniirig.4) All plates are MT20 plates unless otherwise indicate.-d.5) All pfates are 2x4 Mf20 unless othenvise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other tive loads.7) . This truss has been designed for a.live load of 20.0psf on the bottom chord in all "re"i *n"re a rectangte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.t)
3ff:'irt"ltlll:flJ,
B considers parallel to grain value using ANsl/TPl 1 angte to grain formuta. Buitding designer shoutd veriry capacity
t)
E:"u13:
mechanical connection (by others) of truss to bearing plate capable of wirhstanding 1 0o tb uptift at joint(s) exceft fit=tb) J=aao,
10) This truss is designed in accordance with the 2009 International Residential code secfions R502.11.1 and Rgo2.1o.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
Scale = 1:94..3
6.00 F2
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl L/dVert(LL) -0.18 N-O >999 360Vert(TL) -0.28 N-O >999 240Hoz(TL) 0.03 J nla nla
Wind(LL) 0.04 B-O >999 240
LOADING (ps0
TCLL 35.0
TCDL 7 -O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2xG DF SS
WEBS 2x4 DF 1800F 1.6E "ExceDt.
W5,W4:2x4 DF Stud/Std
PLATES GRIP
MT20 220rt95
Weight: 373 lb FT = 2O%
BRACING
TOP CHORD Sheathed or 54-7 oc purlins.
BO.T CHORD Rigid ceiling direcfly applied or 6-0-0 oc bracrng.WEBS 1 Row ar midpt E-N, F-M, c_M. D_N. H-M
MiTek recommenOs that StabitizeE and required crossbe installed during truss erection, in accordance with StabilizerInstallationREAcrloNs (lb/size) B=1339/0-5-8 (min. o-1-9), M=396s/0-5-B (min. 0-4-4), J=803/0-3-B (min. 0_1-8)Max Hoz B=1SS(LC S)
Max UpliftB=-342(LC 5), M=-601(LC 5), J=_269(LC 6)Max GravB=1466(LC 9), M=3968(LC 1), J=956(LC 1O)
l9lC_E9^ 1l!) - Max. Comp./Max. Ten. - Ail forces 250 (lb) or tess except when shown.TOP CHORD B-C=-2385t470, C-D=-1873/364, D-E=:5i7t172, E-F=-i15/135, r_e=-etn,tts,G_H=_79t1167,H-t=-779t224, rJ=-1 31 4 t326Bor cHORD 8-0=-458/2006, o-p=-209/1 379, p-e=-209/1 379, N-e=-209/1 379, N-R=4711323,R-s=4711373, M-s=471r373, M-T=-29sl392, T-U=-2951392, L-u=-29s/392, J-L=-17611063wEBS C-O=-546/283, D€={,2t684, E-N=-534/143, F-N=-308/1583, F-rr,r=-r-sgal3sa, G_M=_1086/216,D-N=-12261397, H-M=-1236i399, H_L=_66/703, t-L=-593t2s2
NOTES
1 ) Unbalanced roof live loads have been considered for this deston.2) wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4-2psf; h=25i; Cat. ll; Exp c; enctosed; MWFRS (low-rise) gabte end zone; cantiteverleft and right exposed ; Lumber DOL=1.33 plate grip bOL=1.333,) flovide adequate drainage to prevent water ponding.
4) Afl plates are 7x10 MT20 unless otherwise indicated-.5) This huss has been designed for a '10.0 psf bottom chord live load nonconcurrent wirh any other tive loads. I6). This truss has been designed fora live load of 20.0psf on the bottom "t'oro in air ur"aliuhere
" 1.ectintre 3-6-0 ta1 by2-0-0 wide wi, fitbetween the bottom chord and any other members, with BCDL = 7.0psf.7) Provide mechanical connection (by others) of truss to bearing plate iapable of withstanding 1 00 lb uplift at joint(s) except (it=lb) 8=342,M=601, J=269.
8) This truss is designed in accordance with the 2009 International Residential code sections R502.1 1 .1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
14-050638
),
| russ
\4A
I yPc
Hip
IC^ IVNIIE^ NVMED - SFlUEZ SURUUGHAM
Job Reference (optional)
6-1 lD:VRQpYvSzp4Ks13-11-7 1#9^",-'""i3? 30i 1S1"51ldsEE trTsaFF
S€le = 1:86.5
6.00 llT
9x12 MT18H-
E
7x10 /-
rJ I.1.
tte
l.? l-tNl
l-llt
4x8
I
7x'12 MT18H.-.t
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl
Vert(LL) -0.68 L-M >85S
Vert(TL) -1.12 L-M >516
Hoz(TL) 0.74 J nta
Wind(LL) 0.36 L-M >999
L/d
JOU
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud/Std *ExceDt*
W2,W4,W1o,WS ,WB: 2x4 DF 1800F 1 .6E
BRACING
TOP CHORD Sheathed or 2-7-7 oc purlins, except end verticats.BOT CHORD Rigid ceiling direcily apptied or 6<_2 oc bracrng.WEBS 1 Aow at midpt F-K. D-L2 Rows at 1/3 pts H_J
PLATES GR|P
MT20 220t195
MT20H 165t146
MT18H 220t195
Weight: 315 lb F-t = 20o/"
MiTek recommenos that Sta@
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) J=235.7f0;sj (min. 0-2-6),8=2472t0-5_B (min. 0_2-B)Max Hoz B=260(LC 5)Max UptiftJ=447(Lc 6), B=-ssa(Lc 5)
I9lC^q9_ -!P) - !1a1. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOp CHORD B-C=€12311815 , C-D=-74O0t1546, D-E=j5577l10 AO, e_r=_siqin-|ri, r-6=_3e3s7669,G-H=-3951 t7 27, H-t=-27 4 t91, t_J=_345t 128BOT CHORD B-M=-1 828t7286, L-M=-1 443/6649, K_L=_788/50s3, J-K= -541 t2958wEBS c-M=-555/370, D-M=-16t492,E-L=-274t1982,r-L=-soslroro, ik=-zssqtqaq,D_L=_,|600/595,G-K=-144l10S3, H-K=-73l819, H-J=_3783/705
NOTES
1) Unbalanced roof live loads have been considered for this design. I2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25i; Cat. il; Exp C; enctosed; MWFRS (low-rise) gabte end zone; cantitever, left a.nd right exposed ; Lumber DOL=1.33 ptate grip bdl=t.aS
9l lto"jO: adequ?le- drainage ro prevenr water ponAing.4) All plates are MT20 plates unless otherwise indicateld.5) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) - This truss has been designed for a -live load of 20.opsf on the bottom chord in all aru"i Jun"re a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
n
3ff:'irt#1"#:(:]J,
B considers parallel to grain value using ANSI/TPI 1 angle to grain formuta. Building designer shoutd veriry capacity
" E:"r";i:
mechanical connection (by others) of huss to bearing plate capable of withstanding 1oo tb uptift ar joint(s) except (1t=t\ J=a47 ,
9) This truss is designed in accordance with the 2009 International Residential code sections R502.1 1.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
TOADCASE(S) Standard
Scale = 1:94.5
IIIl-t;
t'I-lFF
6 oo ilz
7x10
AT AS AN ar AM
AOAQ AP
4x6 =
Pfates Increase 1.15
Lumber Increase 1.1S
Rep Stress lncr YES
Code lRC2009/TPt2007
DEFL in (toc) t/deft LtdVert(LL) 0.00 AF nh 120Vert(TL) 0.00 AF ntr 120
Hoz(TL) 0.01 AF nta nta
Plate
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
OTHERS 2x4 DF 1800F 1.6E *Except*
5T6,ST5,ST4,ST3,ST2,STl : 2x4 DF Stud/Srd
standard ANSI/TPI 1.
LOAD CASE(S) Standard
BRACING
TOP CHORD Sheathed or 6-0-0 oc ourlins.BO.T CHORD Rigid ceiting direcfly applied or 10_0_0 oc braqng.vvEbD 1 Row at midpt Q-AU, P.AV, o-AW, N-AX, L-AY, K-Az, R-AT, S-AS, T-AR, V-AQ. W-AP
PTATES GRIP
Mr20 220t195
Weight: 467 b Fr = 20%
recommends that Stabilizers and required crossbe installed during truss erection, in accordance with Stabiliztr
REACTIONS Alt bearings 54-8-0.
(lb) - Max HozB=144(LC 5)
Max Uptift Ail uptift .100-h or tes.s at joint(s) B, AU, AV, AW, AX, AZ, BB, BC, BD, BE,BF, BG, BH, AI AS, AR, AP, AN, AM, AL, AK, AJ, Ni NTi, NF
_ _'
Max Grav Ail reaclions 2S0 lb or less at join(s) AU, AV, nW, ni, ni, nZ, eA, eC, Ao,BE, BF, BG,Ar, AS, AR, Ae, Ap, Atriau,at Ax, nt, ai.i"*bi-6=zsstlc r),BH=2eB(LC 9), AH=29e(Lc 10), AF=259(LC 1)
I9IC^ES^!!) - Max. Comp./Max. Te_n. - Ail forces 250 (tb) or ress excepr when shown.TOP CHORD K-L=-64t274, L-M=-52r262, M-N=-26l263,',N-O=-23r26i, O,i-i5r263, p_Q=_23l263,Q-R=-231263, R-S=-231263, s_T=_23l263, r_U=-26t263, U_v=_iziai,'i-fr=-actzaq
NOTES
1) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TcDL=4.2psf; BCDL=4.zpsf; h=25i; cat. ll; Exp c; enclosed; MWFRS (low-rise) gable end zone; cantitever-. left and.right exposed ; Lumber DOL=1.33 ptate grip bCjL=t.Sa3) Truss designed for wind loads in the plane of th6 tiuss only. For.studs exposed to wind (normal to the face), see standard Industry.. Gable. End Detairs as appricabre, or c6nsurt quarified buirding designer as i,",' nNsrnFirl
1l fp"iO: adequatedrainage to prevent water ponding.5) Alf plates arc 2x4 Mf 20 unless otherwise indicated.-6) Gable requires continuous bottom chord bearino.7) Gable studs spaced at 2-0-0 oc.8) This.truss has been designed fo-r a 1o.o psf bottom chord live load nonconcurrent with any other live loads.9) - This truss has been designed for a .live load of 2o.opsf on the bot6;
"r,"iJ i" jir
"rl"l wnere a recrangte 3-6-0 tail by 2-0-o wide wiil fitbetween the bottom chord and any other members.10) Provide mechanical connection.(by.others) of truss to bearing ptate capabte of withstanding 100 lb uplift at joint(s) B, AU, AV, AW, AX,. . ry,BB,BC, BD, BE, BF, BG, BH, AT, AS;AR, Ap, AN, AM,-AL, nx, e.t, Ai nH, nil
-
]11 PglveJed plate or.shim required to provide full bearing surface wrth truss chord at ioint(s) B.rzJ I nls lruss ls oeslgned in accordance with the 2009 International Residential Code senrin..Residential Code sections RS02.11.1 and Rg02.10.2 and referenced
Scale = 1:84.4
FF
AR ^^AP AO AN AM AL AKAq AJ
4xO = 4x6 =
AX
^vv AVAU
4x6 =
AC 3x4
;ets (X,Y): [AX:0-2-0.0-]
LoADING (psf)
TCLL 35.0
TCDL 7.O
BCLL 0.0 .
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress lncr YES
Code lRC2009/TP12007
csl
TC 0.08
BC 0.01
wB 0.15(Matrix)
DEFL in (toc) t/defl L/dVert(LL) -0.00 A n/r 120Vert(TL) -0.00 A ntr 120Hoz(TL) 0.00 AE nta nta
PLATES GRIP
MT20 220t195
Weight:433'b Ff=20o/o
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
REACTIONS Att bearings 48-6-0.(lb) - Max Horz B=248(LC 5)
10) Provide mechanical connection
2x6 DF SS
2xO DF SS
2x4 DF Stud/Std
2x4 DF 1800F'1.6E'Exceot'
ST7,ST6,ST5,ST4,ST3,ST2,ST1,ST1 3,ST14,ST1 5,ST16
BRACING
TOP CHORD
BOT CHORD
WEBS
2x4 DF Stud/Std
Sheathed or 6-0-0 oc purlins, except end verticals.Rigid ceiling directty applied or 10-d-0 oc bracino.1 Row at midpt p-AS, o_AT, N_AU, L_AV, e-AR, R_Ap, S_AO
Max Uprift AI uprift 100 rb or ress at joint(s)AE, AS, AT, AU, AV, AW, Ay, AZ, BA, BB, Bc, BD, BE, AR, Ap, Ao, AN,AM, AL, AK, AI, AH, AG, AF. BMax Grav Arr reactions 250 rb or ress at ioint(s) AE, As, AT, AU, AV, AW, Ay, Az, BA, BB, Bc, BD, BE, AR, Ap, Ao,AN, AM, AL, AK, AI, AH, AG, AF, B'
IglG^q!^_(!) - Max. Comp./Mal Tgl..,-4lt forces 250 (tb) or tess except when shown.ToP CHORD K-L=-44t268.l-y=!1t276, M-N=-131262, N-O=:5/269,'O-i=-sliog,'p_o=_srzoe, Q_R=-5l269,R-S=-5/269, 5-T=-51269, T-U=_5/269, u_V=_i1t265, v_W=_4)t2ii,'w-i=iqtzSq
NOTES
1) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph; TcDL=4.2psf; BcDL=4.2psf; h=25i; cat. tt; Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL= 1 .33 ptate grip bCjL= t .SS3) Truss designed for wind loads in the plane of th6 tiuss onty. For.studs exposed !o. wind (normal to the face), see standard Industry,, 91?!g Elq D"tairs as €ppricabre, or consurr quarified buirding designer as irer nNsrnpir'.
1l ll9yoe aoequare drainage to prevent water ponding.5) Alf plates are 2x4 Mf20 unless otherwise indicated.-6) Gable requires continuous bottom chord bearino.7) Gable studs spaced at 2-0-O oc.
:l ]1,:,:ry::-lit^!::l-d:rlg,f! I"l a 10.0 psf bottom chord tive toad nonconcurrent with any orher tive toads.t) ;J,il:j,",ir""Tj*"f :f"?nl"^oj::i,'1"^".'ro"o "r zo.opii o; ii" ;tt."ffi;'i;ir'#;,#;'#i:""iffii; 3-6-0 tar by 2-0-0 wide wir rirbetween the bottom chord and any other members. r"v's q 'eersrrgrs r-u-u rdrr ey z-u-u wloe wlll lI
) lffi:fi l?:Tt";l:"#,T[:tplf$"ip {J:ii,lil,"iinf*"T,"Xo,f TTr withstandins 100 rb uprin ar joint(s) AE, As, Ar, AU, AV,IW, AY, AZ, BA, BB, Bc, BD, BE;AR, AP, Ao, AN.AM, nf,-Ax, n, nH, nc, ni, e.
]]f lgyeJeo plate or.shim required to provide full bearing surface with truss chord at ioin(s) B.12) This truss is designed in accordance with the 2009 titernationil n""ia"nriir c"oi;;;i;;r Rs02.11.1 and R802.10.2 and referencedstandard ANSIiTPI 1.
LOADCASE(S) Standard
, T-AN, U.AM, W-AL
q
i
Scale = 1:32.6
I9l9
Plates Increase 1..15
Lumber Increase 1.15
Rep Stress Incr yES
Code lRC200g/TPt2007
DEFL in (toc) t/defl L/dVert(LL) -0.11 E-F >999 360Vert(TL) -O.25 E-F >BB1 240Hoz(TL) 0.04 E nta ntaWind(LL) 0.04 A-F >999 L 240
LoADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD
BOT CHORD
WEBS
WEDGE
PI-ATES GRIP
MT20 220t,t95
Weight: 77 lb Ff = 20o/o
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
BRACING
TOP CHORD
BOT CHORD
Left: 2x6 DF SS, Right: 2x6 DF SS
REACTIONS (tb/size) 4=894/0-3-0 (min. 0_1-8), E=894/0_3-0 (min. O_1-g)Max HozA=-64(LC 3)
Max UptiftA=-190(LC 5), E=-190(LC 6)
f!IC^q!- 1!) - Max. Comp./Max.T9n. .-,{t! forces 2S0 (tb) or tess except when shown.TOp CHORD A-B=-1463/326, B-C=-1092t244, C-O:trjgzit%4 o-e='-raoglCzo - "
BOT CHORD A-F=-285t.1224, E-F=-223t 1224WEBS C-F=-82t527,D-F=419I2O6,B-F=-4191206
NOTES
1 ) Unbalanced roof live loads have been considered for this deslgn.2) wind: AscE 7-05; 90mph; TCDI=zf 2ps!i-BcDL=4.2pit; tr=zsi; cat. tt; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL=1.33 plate grip bOL=t.S:3) This truss has been desioned fo,r a 10.0 psi uottim'ctroro live load nonconcurrent with any other live loads.t) ;J#:i'"';:H,3ff:ff:t*Tfi:;:: ln*i',:6.i". t'" oottom "r'oiJ;" "ir ",""!'j,n"," a rectansre 3{-0 rar by 2-0-0 wide wir rit
u'
E:"iJ3:
mechanical connection (by others) of truss to bearing plare capabte of withsranding 1 00 tb uptift at joint(s) except (,t=tb) A=1 90,
t)
lr:i;at:H"ii,3ffi'3iT: '" accordance with the 2009 Intemational Residentiat code secrions R502.11.1 and R802.10.2 and referenced
LOAD CASE(S) Standard
Sheathed or 5-9-4 oc DurlinsRigid ceiling direcfly applied or 10-0-0 oc bracino.
Scale = 'l:33.8
3x10 ll3x10 |
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TPt2007
DEFL in (toc) t/defl
Vert(LL) -0.11 B-H >999
Vert(TL) -0.24 B-H >9Ol
Hoz(TL) 0.04 F ntaWind(LL) 0.03 F-H >999
Ltd
JOU
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x4 DF 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4 DF Stud/Srd
OTHERS 2x4 DF Stud/Sto
WEDGE
Left: 2x6 DF SS, Right: 2x6 DF SS
REACTIONS (lb/size) 8=994/0-3-8 (min. 0-1_8), F=994/0_3-8 (min. 0_1_8)Max Hoz B=72(LC 5)Max UptiftB=-2s1(LC 5), F=_251(LC 6)
l9lc^19- ll!) - Max. Comp./Max. Ten. -Ail forces 2SO (tb) or ress except when shownTOp CHORD B-C=-1 450t312, C_D=-l 070/236, O_e;t &otzsa, E-F=J450/31 C
- "
BOT CHORD B-H=-263t1i91, F-H=-191/1 1 91WEBS E-H=-403/192,C-H=403/197,D_H=-t2tS02
NOTES
BRACING
TOP CHORD
BOT CHORD
Sheathed or 5-10-7 oc purlins.
Rigid ceiling direcfly applied or
PI.ATES GRIP
MT20 220t195
Weight: 99 lb FT = 2oo/o
10-0-0 oc bracing.
1 ) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TcDL=4.2psf; BcDL=4.2psf; h=25fr' car. ll; Exp c; enclosed; MWFRS (tow-rise) gabte end zone; cantitever^. left and right exposed ; Lumber DOL=1.33 plate grip bCil=t.SO3) Truss designed for wind loads in the plane of th6 tiuss onty. For.studs exposed to wind (normal to the face), see standard Industry., cable End Detailsa-s.appricabre, or.cdnsurtquarified buirding designeras bernl.rsrnFirl4) Alf plates arc 1.5x4 MT20 unless othenvise indicated.5) Gable studs spaced at 2-O-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) ' This truss has been desioned for a live load of 20.0psf on the botto' ;;;;; in uir
"r""!rirn"te a rectangte 36-0 tal by 2-0-0 wide wi' fitbetween the bottom chordind any other memberst)
Fl?:i:
mechanical connection (bv others) of truss to bearing plate capabte of wirhsranding 1 00 tb uptift ar joint(s) except (jr=tb) 8=251 ,
')
LHJ:Hii,3ffi'3iti1
'" accordance with the 2009 International Residentiat code sections R502.11.1 and R802.10.2 and referenced
TOADCASE(S) Standard
JA9
14450638 PK1 Piggyback 14 1
|w IUNNEK HUMEI'. SFlOA2 SCROUGHAM
4! Seferencence leptionat )
J
r D :VRe pyvgzp4Kszpot oizdi'ruii?Fis'fi dr8iiDiiii.1i?i,ll?"Hl3Y?[%."1136;09 P11l
S€le = 'l:21.0
Tql91o -oP
5x6 'z
.{
"ilY
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr yES
Code lRC2009/TPt2007
DEFL in (toc) l/defl L/dVert(LL) 0.02 E n/r 120Vert(TL) 0.03 E n/r 120Horz(TL) 0.00 D n/a nla
LOADING (psf)
TCLL 35.0
TCDL 7,O
BCLL O.O
BCDL 7.O
PLATES GRIP
MT20 220t195
Weight: 37 lb FT = 2Oo/.
I De lnsrailed during truss erection, in accordance with Stabilizei IREAcT|oNs(|bisize)B=288/1o..|o-15(min'0-1.8),D=288/10-10-15(min.0-1.8),F=596/10.10-151'in
Max Hoz B=-45(LC 6)
Max UptiftB=-95-(LC_5), D=_103(LC 6), F=_101(LC s)Max GravB=299(LC 9), D=299(LC rO1, r=SSOiLC rl
.l9j1C^ES (lb) - l\1a]. Comp./Max. Ten. - Ail forces 250 (tb) or ress except when shown.WEBS C-F=453t12s
NOTES
1) Unbalanced roof live loads lqv_g beel considered for this desrgn.2) wind: ASCE 7-05; 90mph; TcDL=4.2psf; Bg91=4.lpit;1=zsi; cat. ll; Exp c; enclosed; MWFRS (low-rise) gabte end zone; canritever^. left and. right exposed ; Lumber DOL=I.3a ptate grip bdL=t.SS3) The Fabrication Tolerance at joint C = 0%4) Gable requires continuous bottom chord bearing.5) This truss has been desioned for a 10.0 psf bott-om chord live load nonconcurrent with any other live loads.t) ;"til:i'"";:H,,:",":ffit*Tfi:*::';:*i:'"ddp;io" tn" uotto' "n"iJ i'i"ir ",""1iun"." a rectansre 3{-0 tar by 2-0-0 wide wi, rit
t)
"i:"i3i.n1""nanical connection (by others) of truss to bearing plate capabte of withstanding 100 tb uptift at joint(s) B except [t=tb) D=1 03
" LHat:::t;i,3n'3i?: 't accordance with the 2009 International Residentiat code sections R502.1 1.1 and R802.10.2 and referenced
9) seestandard Industry Piggyback rruss connection Detail for connection to base truss as applicable, or consult qualified building
Scale = 1:21.7
T?
6x8 =
Plates Increase 1.15Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl UdVert(LL) 0.01 F ntr 120Vert(TL) 0.01 F nh 120Horz(TL) 0.00 E nla nla
LoADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
PI.ATES GRIP
MT20 220t195
Weight: 40 lb FT = 20%
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
BRACING
TOP CHORD
BOT CHORD
REAcnoNs (lb/size) 8=265/10-10-1s (min.0-1-8), E=265/10-10-15 (min.0-1-8), G=644na40_1sMax Hoz B=_34(LC 6)
Max UptiftB=-87(Lc 5), E=-93(Lc 6), c=_98(LC s)Max Grav8=281(LC 9), E=281(LC iO;, O=o+l1t_C t;
FO.RC^ES (lb) - Max. Comp.iMax. l"n, ,4!! forces 2b0 (lb) or ress except when shown.WEBS C-G=-362l109, D-G=-362/101
NOTES
1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph; TCDL=4'2psf; BcDL=4-2psf; h=25i; cat. ll; Exp c; enctosed; MWFRS (low-rise) gable end zone; cantitever^. lgft ".nO right exposed ; Lumber DOL=1.33 ptate grip bdl=r.Sa3) Provide adequate drainage to prevent water pondirig.4) Gable requires conlinuous bottom chord beaiino. -
5) This.truss has been designed for a '10.0 psf bott-om chord live load nonconcurrent with any other live loads.6) : T.fris truss has been designed for a ,live load of 20.0psf on tne uottom cnoiJ ir "ir "r""1 J""ere a recrangre 3-6-0 talt by 2-0-0 wide will fitbetween the bottom chord and any other members.7) Provide mechanical connection. (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) B, E, G.8) This huss is designed in accordin-ce with ihe 2009 Internatio;;l Residential cooe sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TP| 1.
9) SeeStandard Industry Piggyback Truss connection Detail for Connection to base truss as applicable, or consult qualified building
r-om iasetst srandard
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing,
Scale = I:21-7
IIIle
T9 ltslld ,09 I
5x8 -
i'ti..tttill'1 qI t+@n I ld'i11I
J
1.5x4 li
Pfates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr yES
Code lRC2009iTPt2007
DEFL in (toc) t/defl L/dVert(LL) -0.00 F ntr 120Vert(TL) -0.00 F ntr 120Hoz(TL) 0.00 H nla nla
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7,O
LUMBER
TOP CHORD 2x4 DF 1800F 1.6EBOTCHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF Stud/StdOTHERS 2x4 DF Stud/Std
REACTIONS Ail bearings 1O-10_15.(lb) - Max Hoz B=-21(LC 6)
PLATES GRIP
MT20 220t195
Weight: 45 lb FT = 20%
BRACING
TOP CHORD
BOT CHORD llrgqthed or 6-0-0 oc purtins.
Rigid ceiling direcfly applied or 6-0-0 oc bracino.
Max Uptift Ail y!]il,100 tb or.tess.at joinr(s) B, F, J, H except t=_106(LC 3)Max Grav Arr reactions 2s0 rb or resi ar joinl(sl e,'r eiclpi i=sgd(iEi;'J=zsz(Lc 1), H=282(LC 1\
.F.-OJ!C^ES (lb) - Max. Comp./Max. Ten. - Alt forces 250 (lb) or tess except when shown.WEBS D-t=-330/131
NOTES
1 ) Unbalanced roof live loads hav-e been considered for this design.
:]Hi"#ff^T#:;33Til;i??$1:Hl"r??j#r'g"311::l; "" rr; Exp c;encrosed; MWFR. (row-'se) gabre end zone;canrirever
:l lrgyroe adequate drainage to prevent water ponainq.4J Gabte requires continuous bottom chord bearing. -
5) This huss has been desioned for a 10.0 psf bottim chord live load nonconcurrent with any other live loads.t);J,Hj.."Tr:H.:ff:ffit}Tfiil* n:m*"ddiliii," tn" uottom cnoiJ in air ".""1,i,r'".." " ;i;il[ 3-6-0 rar by 2-0-0 wide wi, rir
t)
&'="il'i;[?:n"nical
connection (bvothers)of trusiro bearing plare capabte of withsranding 100 tb uptiftar joint(s) B, F, J, H except
t)
]ffat:Htiisffi'3ii: 't accordance with the 2009 Internationat Residentiat code secrions R502.11.1 and R802.10.2 and referenced
9) serestandard Industry Piggyback rruss connection Detail for connection to base truss as applicable, or consult qualified building
LOADCASE(S) Standard