HomeMy WebLinkAboutALL DOCS - 14-00199 - 918 South 2275 West - SFRot
CITY OF Gertificate of Occu pancy
REXBI'RG Gity of Rexburg
Department of Gommunity Development
35 N. lst E. / Rexburg, lD. 83440
Phone (208) 359-3020 / Fax (208) 359-3022
Americais Family Community
Building Permit No:
Applicable Addition of Gode:
Site Address:
Use and Occupancy:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
Gontractor:
Special Gonditions:
14-00199
rRc 2009
918 South 2275West
Single Family Residential
N/A
No
Kartchner Homes, Inc.
859 S Yellowstone Hvvy, Ste 201
Rexburg, lD 83440
Kartchner Homes. Inc.
Occupancy:Residential, one-and two-family = 1,490.00 sq.ft.
Utility, miscellaneous = 461.00 sq. ft.
This Certificate, issued persuant to the requirements of Section 109 of the lnternational Building
Code, ceftifies 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 was c/assffied.
Date C.O. lssued: 08 I lS I ZOIA
G.o. tssued oy, '
2
'= Building lnspector: nU.l- f,U
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.
Mechanical Inspector:
Plumbing Inspector:
Electrical Inspector:
Fire Alarm: nla
Fire Dept./Sprinkler: nla
P&ZPublicWorks: nla
nla
nla
- 5Fq8L
Building Sofety Depqrtmenl
www.rexburg.org
City of Rexburg
Phone; 208.372.2326
Fax: 208.359.3022
Office Hours: Monday-Friday 8:00am-4:00pm
Single Family Residential Pre-Construction Checklist
Thefollowing items should be conpleted beforeloa submitlour baildingpemit @pkcation.
Completion of aBuildingPetmitApplication: Youmayprint this appJication from ourwebsite
www.rexburg.org or pick up a copy at the City Hall Annex Building (address above).
Fot Resiclential Petttits.' (the foliorving is requred to be submitted before the Application can be appror.ed)
n 2 sets of site plans and 2 sets of building plans (must be drawn to scale)
-Plans must include foundation plan, floor joist layout, floor plan, roof layout, sectional views, front, back,
and side elevations, mechanical layout, stair details and any details required to illusftate special construction.
D Enetgy CompJiance Report: The State of Idaho has adopted the Intemational Energy Conservation Code
(IECC). A Compliance Review must be completed and submrtted (the rescheck software is available online
at www.enerwcodes. Eov).
n Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form
must be completed and signed, see Page 10.
tr Page 5 of the Application must be completed and signed b)' )'our Plumber.
tr Page 6 of the Application must be completed and signed by your Mechariical Contractor.
rl Page 8 of the Application must be completed and signed b)' )'our Electdcian.
n Home owners: please complete page 6 of the application if you will be doing your own electrical work.
n Truss detajls including engineered floor joists are required.
tr Property Line form needs to be signed by the builder or owner, see Page 4.
Subdiuisions If you plan to buiid in a subdivision please check the Rexburg Development Code for arry
tequirements such as, propefty setbacks, architecture board approval, etc. This information is available from the
Planning &ZoitngDepartrnent at the Annex Building located at 19 East Main.
IYew Residential lfomes,If your building petmit is for a new home, you will need the patcel numbet (a parnl
number is the coanll's proPerA identfrcation which recoguiqes a plol oJ-knQ and a new physical address vdll be issued. If you
do not know the parcel numbet and cannot fi.nd a record of it, please bring the name of the subdivision, phase, and
the lot and block numbets. The correct location is vital to assure correct addressing.
Remodels' If you are considering a remodel, a copy of the bid or estimate for the remodei must be submitted with
the Permit Application.
. 2 sets of Plans are required (may need IECC Review).
. Additions are the same requirements as new construcdon.
cITy o$
REXBI'RG
c\' ."'"*"-**-*
Aaerica"s Fa t*ily (* n trfl Lt nity35N l"E
Rexburg, lD 83440
Seismic Design Category - D
Ground Snow - 50 lbs. per sq. ft.
Ftost Depth -36"
Roof Snow Load - 35 lbs. per sq. ft.
Vind Load - 90 MPH
CITY OF
REXBURG
Amer i c a's Fat nily Co nmun itY
RESIDENTIAL BUILDING PERMIT APPLICATION
35 N 1"E, REXBURG,ID 83440
208-372-2326
PARCEL NUMBER: ( we will pfovide this for you)
suBDwr$oN, St,r"WtfHlf .tig {,d, uNrr# BL ocrc+ L ror# 1
(Ad&essing is based on the inforrnation - must be accurate)
Dwelling Units:Parcel Actes:
Please Complete the Entite Application!
If the question does not apply fi1l in NA for non applicable
PROPERTY ADDRESS:
PHoNE#:Home ( )- Wotk ( )-Ce11(/$
OWNERMATLTNGADDRESS,W.T s',lcllW,tnnz |Wv5*'tiW,fu*ZV"r-7 sTffiF.'lD np,RA4\
CONTACT PHONE #
APPLICANT (If othet than ownet)
(Applicant if othet than ownef, a statement authorizing applicant to act as agent for owrier must accompany this application)
APPLICANT INFORMATiON: ADDRESS CITY:
STATE: ZIP-ENL\IT, FAX
PHONE #: Home ( )Wotk ( )-- Cell ( )-
MAILTNG ADDRESS: -$5'1 t { f ( t,onlitnrr txrrl .\tr zcr I cITY Rrxlrt u-q STA]E \b zrpi34{c
PHONE#:Home (|-qSL6t:-Ll\V 'S7ork ( )-Ce11( )-
--'- ^ - #O1o /2'3i. !
E,v61. FAX IDAHO REGISTRATION # &EXP. DATE3(,E-:la-J9-lf!-.K
How many buildings are
Didyourecendypurchasethisproperry{9 Yes (If yes, listpreviousomer'sname)-
Isthis alotsplit? @ (?lease bring copy of new legal ofproperty)
PROPOSED USE:
(i.e., Single Family Residence,i pamily, Apartments, Remodel, Garage, Commercid, Addition, Etc.)
ApPLICANTS SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury | hereby certify that I have tead this
application and state that the infomation herein is correct and I swear tlat any information which may hereafter be given by me in hearings before the
PlanniogandZontngCom^issionortheCityCouncilfortheCityofRexburgshailbetruthfulandcorect. IagreetocomplywithallCityregulationsand
State laws relating to the subiect matter of this application and hereby authorized rqrresentatives of the City to enter upon the above-mentioned property
for inspections pu{poses. NOTE: The building official may revoke a permit on approval issued under the provisions of the 20 03 Interrrational Code in
cases of any false statement or rnisrepresmtation of fact in tle application or on ttre plans on whi& tLe pamit or approval was based. Permit void if not
swtedwithin 180 days. Psmitvoidifwork stops for 180 days.
-/' >s^- f t to / lq
D,{TE
TTARNING_ BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non-refundable and are paid in full at the time of application beginning kagaryJ2l6
City of Rexburgts Acceptance of the plan review fee does not constitute plan aPProval
rp*Building Permit Fees are due at time of application{* 't.*Building Permits are void if your check does not clear**
YES
Building Sofety Depqrlmenl
Phone: 208.372.2326
Fox: 208.359.3022
REXBIIRG
Affidavit of Legal Interest
State ofldaho
Countv of Madison
t,
Name Address
City State
Being fust duly swom upon oath, depose and say:
(If Applicant is also Ownet of Record, skip to B)
A. That I am the record owner of the property descdbed on the attached, and I gtant my
petmission to:
Name Ad&ess
to submit the accompanyng application pertaining to that property.
B. I agree to indemni$', defend and hold Rexburg City and its employees harmless frcm arry
claim or liabiJity resulting from any dispute as to the statements contained herein ot as to the
ownership of the property which is the subject of the application.
Dated this day of
Srgnature
Subscdbed and swotn to before me the day and yeat first above written.
Notary Public of Idaho
Residing at:
My commission expires:
20
Building Sofety Depqrtmenl
www.rexburg.org
City of Rexburg
Phone; 208.372.2326
Fox: 208.359.3022
Properly lines
CIl]Y Of
RAXBURG
C\dj -*-'
Anei ca's Fa mily Comm unitl35N I'tE
Rexburg,|D83440
Each site plan that is submitted to the City of Rexburg for the Building Permit process requites that Property [nes
are shown accurately. It is the Developer's responsibility to coffecdy identifr on the site plan the location of these
Lines in reference to the public right-of-way, other adjoining property lines, the stfeet, other structutes and a1I utility
lines. The Developer should find property pins that are sti1l available at the lot in question. If these pins do not
exist or have become urrrecognizable then a new survey should be perfotmed.
Accutate property line information is a must for a timely review, In addition to finding existing Property pins, Iegal
desctiptions should be checked. The best way to identify property Line location is udth aland sur!'ey. The City of
Rexbug has aeialphotos and aparcel line layer that can be checked, but they ate only a tool and are not
guaranteed for accuracy. If you want to request a copy of yout lot, see the front couriter at the Commurrity
D evelopment Department.
I have read and understand the above requiremeflts.
t-u-t117-- .>.>*.r-^\-
.--------a--7--
Signature
/'-l .JSo"- [t\r.^
Printed Name
Date
n Owner "t F Builder
Building Sofety Deportmeni
Clty of Rexbutg
35 N. lrt E., Rexburg, ld 83440
O\X.NER'S NAME
PROPERTYADDRESS Permit#
Vater Metet Quantity:* *****x**x,Fx*+'IVatet Metet SiZe:
R.equited!!!Plumbing
Plumbing Contractor's N"nr. ?qd Business 5"mg HO\egno+ P\\inr\orn\
Address 31bB e S,*oo,'-\srar. Po{.rd *l City-Am-nnsn-State-l-d-allrr--ZiP33'{ot,c
Cell Phone (zee) trts5 " \26\ eusiness Phone (
Fa-x ( ) Email \\o\es'noi$.rfn\lgQ -{or4m. eo".
(coMMERCIALlINDUsTRIAL)Totalcostofplumbing8ystem(ContractedAmount)$-
iInehtduthecottofnateiakinta/hdrdrdbsoJilepa@nQpl1ittgit,Thefeet/i*dntda.|hilhrpectiol5pelhal|opp!1'
aot slecfical!, pen|ioned eltetulten on thhfom).
! Up to $10O00 (total cost of system x 0.02) + 60 = $
n Between $10p01 - $100,000 ( Gotal cost of system - 10.000) x 0,01) + $260 = $
Er Over $100,001 ( (total cost of system - 100,00Q) x 0.005) + $1,160 = $
RESIDENTIAL
Ncx.: Single Fanity DweWng, including all butldings suith tuiting being cot sttuctcd on each ptopetlt, (*Based oa living' epace,
{ ,,sot to 2,500 sq ft - $195
o 3,501 to 4,500 sq ft - $325
u$38 Water Line #OS S.*", & Water- if inspected at the same time
fl $65 Server turnaround under house (change from septic to city)
MISCELI.ANEOUS
D Plan Checkl $65 perhout
D Technical Service: $65 per hout
o Gas Liner $65
u Watet }leater RePlacemeat: $65
D Requested Inspectionl $65
o Hydtonic Fleating: $65 + ($10 x # of manifolds/zones)
*Living Space - space within a drvelling unit intended for human habitation rvhich may reasonably be utilized fot sleeping, eating, cooking,
bathin!,7rra-stipg, te"re^tion, and sanitation purposes. An unfinished basement is consideted pat of the living space'
,' c- n* ( ,,1:".
cl fY Lrt'
REXBI.IRG-(\'
,lnr.'ff43 Piirril), (.irrhrrrily
see definition belotu)
c Up to 1,500 sq ft - $130
tr 2,507 to 3,500 sq ft - $260
tr Over 4,500 sq ft 9325 plus g65 for each addirional 1,000 sg ft. or portion thereof ($325 + ($65 x # of additional
1.fJ00 sq. ft. or porrion thereo0),
Nev: Multi-Farnily Drvelling (Cof,tactorc OaIJ)
n Duplex Apartmeot $260
tr Three or more muki-family units: $1 30 pet building plus $65 per unit: ($130 x # of buildings) + ($65 x # of units)
E Existing Residence, ard Detached Shop: $65 fee plus $10 per fi-xrure up to the maximum of dre cotresponding
sq. fr of the lrrilding ($65 + ($10 x # of fi-xtures))
tr Gray Watet Systems: $130
D Lawn Sprinldets/Backflow Device: $65
tr Modulat, Manufactured ot Mobile Flomes: $65 for servet a.ad '"vatet stub connections
o Multipurpose Fite Sptinlder and Domestic'Watet Supply System: $65 fee ot $4 per sprinkler head, rvhichevet
rs greater
Seret & Water
tr $38 Server Lrne
contlactot License number & Ex
Building Safety Deportment REXiILIITC
OU/NER'S r.\AN'Its
PROPb,RTY .\DDRESS Pcrmit#
O \XN L', R'S CONTACT P HO ^I TJ
O\X\ IJR,S Ei\IATL ADDRIISS
,onffecttlr'-s Neme
Reqaircd/!!
iVeclrrrnical
'\ddres
Ctll Phurrc 3; g - 3, '/ ;
Mechanical
Cin'
o^" 7"/ s- - V\'s 7 onar 11,r..i.'e' { f'/e,1i,,,-,y')iti. (*,*
(COMMERCIALIINDUSTRIAL) Total cost of mechanic'dl system (ContractedArnount) g.
tl;tcitxfs llr at! ol st*toztis iuiulled rrgtrdhs: ai iit ptit4' stpplytqg il.'['ix.1ies li*ul tader
i;t;uIIalirns nd :pa'11ica/it nttn|iantC eltryl:av ut ilti: -litrl).
. Up to $10,000 itotal cost trf sysrern x 0.t')2) + 6U = $
n Berween $10,001 - $100,000 ( (t<rral cosr of s)'stcrrr - 10.t)0{D x 0.01) - $26t} = c
l Over $100,001 ( (toral cosr of sl.stcnr - 100.000) x 0_005) + g1.160 = $
RESIDENTIAL
New: Siagle Family Dwetling, iactudiag all buildiags
see dcrtaitioa below)
r LJp to 1,500 sq ii - $13t)
L 2,5t)1 to 3,5U0 sri ti , S26i)
c ()r,er -1,500 sq ft $32: plus $65 ti;r cach
($325 -i
New: Multi -Faaily Dwelling (Con ta ctors OaIy)
I Duplcs.r\partment$260
ii 'fhrcc or ruore multi-famill'unirs: 9130 per builciingptus 965 per unit: ($l30 x # of buildings) + i$65 x # of unirsj
- Exisdng Residence, Modular, Manufactured or Mobile llomes and Detached Shop: ji65 fee plus g10 per*xH\rAC equipment being installecl up to the r-rtarinrunr of thc correspondinu sq- ft. of the buildinc
($65 + ($]{)x # of trxrurcs))
lv{ISCELLANEOUS
r Plan Check: $65 per hour
n Technical Service: $65 r:cr irour
l: Gas Line: .9(r-5
c Water Fleater Replacernent: 965
r Requested Inspection: $65
I Fireplace/Solid Fuel Buming Appliance: $(r5 pcr inspcction
with wiring being consaucrcd oa cachpmpettT. (*Bzsed on Euiag spzce,
,/
{ i,5r,l rrr :,.rt,tJ s.j ir - $195
n 3,5tJ1 to 4,501) sq ft - 9325
addirional 1,00{i sq ft. t:r portion thereof
($65 x # oi addiiional 1.000 sq. ft, er poqkruherea.l0).
I)ate
ng Sofety Deportmenl
City of Rexburg
Permit#
c11Y Or
REX3URG
Afr e i.a:s Fta, n il y { :o ft t1 t r u si ll
35 N. 1.t E., Rexburg, Id 83440
Phone - Qo8)359-3020 / Hotline - Q08)372-2344 /Fax - (208)359-3022
O\X4{ERS NAME
PROPERTY ADDRESS
SUBDIVISION
PHASE.LOT BLOCK-
Requircd!!!ELECTRICAL
Electrical Contractor's Name lr.\e"*ficr n Business Name Sionc\do4 €trr-!r.I'
Address ?o, tlor 25'z Clty-14+)-State--\-dgrs-Zip Raqq'r
Cell Phone ( z^st )'(4n-n15i Business Phone (zo8 )2Zr- t^Ao"t.
(CoMMERcIAL/INDUSTRIAL)Totalcostofelecuicalsystem(contfactedAmount)$-
(Inckfus the cost of materials installed ngardles of the patl rappUing it. The feet listed under this inrpution gpe thall @p! to an1 and all ehdical installationt
not rpecficalfi nentioned ehewhen on tbisJom).
n Up to $10,000 (total cost of svstem x 0.02) + 60 = $
n Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + $260 = $
r: Ovet 9100,001 ( (total cost of s)'stem - 100.000) x 0.005) + $1,160 = $
Small Votks (Contractors ONLY): $10 fee for wotk not exceeding $200 in cost and not involving a change in
service corrnections. Does NOT require inspection.
RESIDENTIAL
New: Single Family Dwellitzg, including aII buildings with widng being constucted ofl each prcperty. (*Based on liuing space,
see definitioa below)
tr Up to 1,500 sq ft - $130
n 2,501 to 3,500 sq ft - $260
ts"/ 1,501 to 2,500 sq ft - $195
r 3,501 to 4,500 sq ft - $325
n Ovet 4,500 sq ft 9325 plus $65 fot each additional 1,000 sq ft. ot portion thereof ($gZS + ($65 x # of additional
1.000 sq. ft. ot porrion theteo0).
New: Multi-Fanily Dwelling (Contactots OnIy)
n Duplex Apartment $260
tr Three or more multi-family units: $130 per building plus $65 per unit ($130 x # of buildings) + ($65 x # of units)
tr Existing Residence, Modular, Manufactured of Mobile Homes, and Detached Shop: $65 fee plus $10 pet
branch circuit, up to the maximum of the coresponding sq. ft. of the building ($65 + ($10 x # branch circuits))
D Cenual Heating/Cooling Systems: $65 When NOT pat of new resideatial or FWAC permit with no additional
\Titirg
tr Spas, Hot Tubs, and Swimming Pools: $65 fee for each tdp to inspect
Pumps-Watet, ftigation, Sewage (each motot)
! $65 up to 25HP n$95 - 26 to 200HP r$130 over 200 HP
MISCELI-ANEOUS
n Temporary Consftuction Services ONLY: 200 amp ot less, one location (for a pedod not to exceed 1 year) - $65
n Tempotary Amusement: $65 fee plus $10 per dde, concession or generator
! Ittigation Machine: $65 for center pivot plus $10 per tower of ddve motor
u Technical Service: $65 per hour
tr Plan Check $65 pet hour
n Requested Inspection: $65
*Living Space - space within a dwelling unit intended for human habitation which may reasonably be utilized fot sleeping, eating, cooking,
itation purposes. An unfinished basement is considered part of the living space
r_tE-/- ja/63
bathing,
nsed Contractot License numbet & exo. date Date
8
o
Building Sofety Deportmenl
35N i'tE
Rexburg, ID 8U40 wwwlexburg.org
City of Rexburg
Phoner 208.372.2326
Fax:208.359.3022
SUBCONTRACTOR LIST
Excavation & Ea
Concrete:
Masonry:.
Roofing:
f', f rt r- Ln lt .. r f\r","r".i"", (- Ll .[ $C{ll C \V L6 t[,,{- L{-,tr1 (S trl L O
Heati
Electical:
Special Construction
(Manufacturer or Supplier)
REXtsI-T'RG
c\i, -
An rc ri ca! Few ily Comm ut ity
OF
Floor
Covedn
Roof Trusses:
Floor/Ceiling Joists:
Siding/Exterior Trim:
Other:
E,XEMPTIONS FROM STATE RE,GISTRATION
As of January 7,2006, the City of Rexburg can no longer sell permits without having a copy of your State
registration number or youf exemption from the State registration. Please send a copy of your state registradon or
filI out this fotm showing yolu exernption and send it with your license tenewal or your next pemit application.
(This listis a summarizaion of Idaho Code Title 54 Chaptet 5205,for full definitions of these exemptions please
see the State's website at www.iboi.idaho. gov / cont.htrn)
tr
tr
tr
tr
n
tr
tr
D
tr
Currendy State licensed putsuant to Tide 54ldaho Code, Chapters:
f, Architects,
1 0 Elecuical Contractors /Joumeyman,
7 2 F;nglne ers / Surveyot s,
19 Public Works Contractots (exempt from fee only registration required),
26 Plumbing/Plumbers,
45 Public Works Construction Management Licensing Act (exempt from fee only registration requfued), or
50 Installation of heating, ventilation and air conditioning systems
Employee or volunteer of a licensed contractot ot patt of an educational curriculum ot nonptofit charitable
activity with no wages ot salary
Employee of a US Govemment agency (State, City, Counry or other municipaliry)
Public Utility doing construction, maintenance, or development to its own business
Involved rvith gas, oil or mineral operations
Suppliet doing no installation or fabricating
Contracting a project or projects with a total cost less than $2000
Operation of a fanrt or ranch or construction of agdcultue buiidings exelnpt ftom Idaho Building Code
Aoy typ. of watet disttict operations
Work in rutal distticts for fue ptevention pu{poses
Owner who performs work orr own properry or contracts with a tegisteted contractor to do work as long as
the property is not fot resale within 12 months
Owner or lessee of commercial ptoperty pedorming maintenance, tepair, alteration or construction on that
Pfoperty
n Real estate licensee/property manager acting v/ithin Idaho Code
tr Engaging in the l"ggrtg industty
n Renter working on the property where they live with the property owners approval
tr Construction of a building used for industdal chemical ptocessing pet Idaho Code
tr Construction of a modular building (defined by Idaho Code) to be moved out of state
I heteby certi$r that the above information is tnre and cortect to the best of my knowledge.
lSon Art.u
Pdnt Name
10
_v
itlTY ilF iiiiiiiji;s J
1,,v
,;u t'^,"a-_1 i
Date: 0511512014
Receipt #: 1915
l'Alii Fi : iiA'r{T|Hi'iii;l 5
nAiir ilIiiSri4
I Iiit; i-1: IT : ti
I i{1. ,
liF ./il:iIi [i'iiF:
Filil[IFT liil! 3:iini
F:fF ilr"r: L'ili'j
41 FUiLIiIi"iS ttRli:T lrtl'c
4: liATtF: fitTf,i;f & FitF:TS
43 $i' tLt[T' i'tfii'iiT '; :
44 iiftr titu. iltPA[T if'{'c
q5 lp i'itflH' i'tiiliii uiiltt:
4.i F*F;l'ii iir-t. .tliF*[T rrt
4j fit' silll liilt' i'LAi'ii:Hi[fi
4S lr i'LtiliF. i'it:i{IT Lii'{iri
4? riiliit-Iiri'ilijFi'tiiiT ii'l
5[ stl4ti: [*FiTAL ili]i{i'lil'i
it iTF:t[T iiEi;. iiiF*i]i i:'t--
l: [4AT[R iriFll*L i-lijiiiit[T
t3 gp g1iiL. FtF:iiIT$ riiiiri
L:iltili'i ili'iiliitiT
i'l:'Y14ii'iT
lHAi'iilt
'tF:i'ii1 fi14iili?''
R
-5iiil,lj'*
,i1? ""{i'il
1t5 . [i]
'j-14
" [i.]
1?:,'ilil
,qils , iJii
l ri': , ;:i
j.i;,:i,ilil
i;:'i,LU
i,{1-ci"0il
i,tjt4.'0ii
linill"-fill
i ,4'i; ,::j :r meter
-500.00
317.00
195.00
234.00
195.00
888.00
146.25
195.00
127.00
1,419.00
1,024.00
1,860.00
1,462.50
BPD
\A/MTPRT
ELP
FIFDV
MP
PKIFDV
BLPC
PLBPT
PIF
\ A/VCCON
SIF
WCCON
BP
?,:-i:l,l';j
?,sii.T5 ?e
il,tlj
F;;
918 South 2275 West -SFR
918 South 2275\Nesl
2822010
2534620
2832213
2035500
2832212
3835500
2832220
2832214
0735500
3534730
3335500
3434630
2832211
lermit #; '14-00199
Permit Type:: BLD-sFR
R-Po.YiLl Ailii i{Hril F' I'iii:i IrAi
R-SEWEt
R-STREETS
R.WATER
VB-BLDPERM
Water
Building Permit - VB Anycode material
Please contact the Building Department at
(2Og)372-2341 for further questions about this
receipt
24 Hour Notice for insPections
Gall insPection hotline at
CITY OF REXBURG
(208)372-2344
***credit card payments are accepted, but are subject lo a 3o/o convenience fee on payment amounts over $500"**
MAY I 5 ?'r',i.
Ot
CITT ilT
F*Iir l''l iiART[HNtli?
I:AIi r ll,jil8/i4
Tilit: t,q;i3: -fi
FiIi:tijftfi
I i'ii.
iiF iil5lfi,jrii'i'iF:
Rt[tiFT i]tl: 3'l4iii
RG
tnunity
EiF iiil::!'ii5i
i SUILIiIil[ F'[i']iiiT irtF|it irlij'illr
Date: 0510812014
Receipt #: 1870
IHrll; ni'ii]iJiiT
F.iiTi'iIHT
IHAHGi
FTHfiIT S1{[fi1??
Tii*Hii Tilu Aiiir HAUI * t'ii[i iiAi
51iil.',:i]
5ilil , il'J
*.iu Project:
Address:
918 South 2275 West -SFR
918 South 2275West
2822010
14-00199
BLD-SFR
Please contact the Building Department at
(208)372-234I for further questions about this
receipt
REXBURG
24Hour Notice for inspections
Gall inspection hotline at
(2081372-2344
***Credit card payments are accepted, but are subject to a 3o/o convenience fee on payment amounts over 9500***
RESIDENTIAL PI]AN C}IECKLIST
Q0A3 International Residential Code)
Date:Building Permit Number: /4 * C, CS I f ,'
,.
Project: < -l
Bi.^.,t-h.* *,Job Addr"tt, I i8 S Ja7{ L,}est
.A fi_tZoning: L Ul{ot" Number of Stories:Basement: Yes No/Fin. Unfin. Fixfures:
(Note un-finished basements as special condition on permit)
Floor Area (sDt i 4 '10 f^tn"a,- . r ' ; l/ |unJmished, 7b/ gnage MechanicalFee:
The following comments based on the 2003 edition of the lnternationat Residentiat Codeshould be resolvedbefore a building permit is issued. This correction list is not a building pemrit. The approval of plans andspecificatigls dqes not permit the violation ofany section ofthe tntematiinZl Residentiaj Codeor anyfbderal,state or local regulations.
PLAN CIIECK
A. Plans
_'r$ Scale -figtate
It
4^,nr^ ylz0Frood plain
,/
---:g'/
,/
/Floor/ Foundation PIan
Z "o^rshowing construction details
att'
t /Nl Building Elevations
1'lDesign Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. per sq ft.)
,/ ,/
-vfrurrCalculation Sheets & €loorJoistDetails
k"n^calDesign
t{"rnCalculations (R320 & Ch 1l)
B. zoning(circle one - new zoning designations adopted in 2005)
!_DBt 12,000 sf min. (width S0 ft. min)
@ 8,000 sfmin. (width 60 ft. mini; Duplex 10,000 sq. ft.min. \ryith c.u.p.RR2 27,78a sf min. (width 150 ft min) Duplex allowed with c.u.p.
Other Cverify zoning requirements)
C. )Jse
L/ Sngle Family __-Buolex (LDRI only - @
D.r$etBacks (taken from eaves)
!-Frontsetback Q2ft-from curb) Note: 60vomnoffrontyard green
vft"*set back (LDRI 25 fr.. &LDR2 20 ft.)
-v(ia"'set backs (6" for every ft. of building height with LDR - 7.5'min., & LDRI - 6,min.)
_ Uffiitang-Height (maximum 30 ft.)
E.rBootings
z Proper Size (as per Table 403-l,use 1500 psf unless soil type is known, Table 40l. .lfor soil bearing)
1o*(2#4 conrinuous)
,/
Jzf ootngDepth (36" below finished grade and. l2"below undisturbed soil; l g. to top of slab - interior)
F. Fgundation
t zFoundation walls drebar (city ordinance)
./^
-lttz'AnchorBolts with 2ux2ux3/16-squffe washers (incl. interior bearing walls) R403.1.6.1 ., :
.//Foundation Drainage (foundations on sift soil shall be designed per R405)
' - ,rl_4Dmtp proofing/lvaterproofing to finish grade. R406.1 (frd. extends 6,, min above grade R4o4.1.6).<.
r€erarYtspeceaccess of 18" x24" min. R408.3 (may differ ifmech appliance is in crawl space MI305.1.4)
=Cra$4Space Ventilation/Insulation:l sf vent per 150 sf.
within 3'of each comer finsulate wallq wenf rn inaizlo
tGr^^g slope away from house. R40f .3
G. $amey'seismic Hold Downs and Braced wall panels (R602.10)
/
lrors loists sized as per R502.3, wood l-joists sized per manufr.
lloxttunder Load Bearing partitions shall be doubled. R502.4
// Girders sized per Rs02.5 or per manufr. Tables for engineered pioducts
-:--cantilewn (comply with R502.3.3 or manufr instruction)
.) and
R408.2
r -/Tat'ltoor sheathing e/4" min forjoists24,, oc & 5/g,, forjoists 16', oc) R503.2.2r/'/ Wall (bearing and nonbeuti"g) stud sizes, height & spacing per Table 602.3(5)R602.3
'4llyners in Bearing wall shall be designed as per Tables 502.5(1&2) R602.7
. ./^'/ I(oor lrusses [desiened according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)./'
_ylPtaft.er and Truss tie-downs. (RS02.f 0.5)
A
/ Attic Access 22,, x 30" min. opening (RS07)
H. Pf.terior Covering
u/ Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 7a3.g.l
L Wt Covering and Ventilation
L/ Roof Ventilation as per Rg06
,/{-lsphart shingles (slop*2:l 2) w/ice protecrion. (other Vpe: - to comply w R9o5- F )
J. ,Pirewallsy' GaragelHouse drywall separation (protect ext. walls & beams supporting habitable space) R309.2
'z$oo'from Garage to House (1 3i8" solid wood or steel door, or 20 min. fire-rated door) R3o9.l
-jrr'roMy Dwelling Separation (1 hr fire separation) Supporting structure also rated. R3lz.l
-Twnntes & Townhouses Q, hr separati on & 4'overlurn protection orparapet) R317.2
_-onrlr*waills parallel to and within 3 ft of property line w/ NO openings. R302
_PenYtfafions in previous 3 items to comply with R317.3
K. f eneral Requirements
l/ House Numbers R32f
,
{llat openable 3sf window or Mech- ventilation in batbrooms, water closets, and similar rooms. R303.3
t/rnteior and exterior stair illurnination shall comply with R303.6.
,/"t/Batlvoom Fixture crearances comply with Figure R307.2'/- /',a//one room at least 120 sf.; - ulotn", habitabte rooms 70 sf. min w/ a min. dimension of i ft..R304*areas w/ sloped ceilings less than 5 fi in height &furred ceilings leis than 7ft Do NoT comply*50% or more of the required area must be it leasi 7ft high t" r7o-, *t sloped ceiling
__Sfuesraerance from windowwells under cantilevered floors. R310.2
,/-
v Glanng at Hazardous Locations R308
-ylEmagency Egress in all sleeping rooru and basements with habitable space R310
t/On: required Exit Door shall comply with R3ll.4-,/^
,/
{ t*aittgs at top and bottom of stairways R311.5.4, and each side of each exterior door. R3ll.43
/-^" n
t
. --. - t"YStanWy>l Run (7 3/4" max. rise & 10" min.lread, nosing req'd if <l l') ylst^rwidth (36" min),
i/Stakway Headroom (6' 8" min.) ,,'rJfandruls (34"to 38" above stair nosing)(R3ll.O
@ for circulm, spiral and winder stairways and bullfiead encloswes R3ll.5.g
@on(enclosedaccessiblespaceunderstairsshaIlbecoveredwithl/2'drywall)R311.2.2
&*-*omptyrng \Mith R3 t2
L,Amoke Alarms (pach bedroom and common area and one on each level) (R 313)
L. Enerry
t'^
L/Homes with glazing < l|Yo of gross area of ext. walls (Townhouses < 25%) to comply w/ Chapter 1 l.* Otherwise shall meet requiremen* of IECC for respective buitding type. Nllll.Z
!'Yapor retarder on wann in winter side of walls, ceiling and floors R3lg
./
-1,'*Water Heater heat traps IECC 504.7
ur Duct sealing and insulation N1103.3&4 or rECC s03.3.3.3, s03.33.4.3
t/Plans match quantities & values on a "passing" REscheck compliance report
M. Mechanical
,/r' Gx appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G24062
/
L/ Room access 24" miawidth/Attic access clear opening 20x30Alnder floor r.o.22x30.M13g5-/
!-Drver vent length 25' maxd 8' hansition (-5'per 90 deg tums) Mls0l.3
,/'
"'Ltuechase shown on plans @-vents notto be inside insulated walls without insulation shield)
/*d*'t
, ^^, REScheck Software Version 4.5.O
t \fI Compliance Certificate
rtl
-
Project Founders Square
Energy Code:
Location:
Construction Type:
Project Type;
Conditioned Floor Area:
Glazing Area
Climate Zone:
Permit Date:
Permit Number:
Construction Site:
Rexburg, lD
2009 tEcc
Rexburg, ldaho
Single-famlly
New Construction
2,440 Jtz
LOo/o
6 (86s3 HDD)
14-00199
918 South Z2TS West
Office Copy
Designer/Contractor:
SouthFork Design Group
Rexburg, lD
Owner/Agent:
JSM Construction
Compliance: 2.996 Better Than CodeLompilance: :z.9.% aetterThan Code Maximum UA: 2O9 your UA: 2O3
The % Better or worce Than code Index reflects how close to compliance the house is based on code trade.off rules.It DoEs Nor provide an estimate of energy use or cost relative to a minimum-code home.
front: Wood Frame, 16" o.c.
Window 1: Vinyl Frame:Double pane with Low-E
left: Wood Frame, 16" o.c.
Door 1: Solid
front: Wood Frame, 16" o.c.
right: Wood Frame, 16" o.c.
front: Wood Frame, 16" o.c.
Window 2: Vinyl Frame:Double Pane with Low-E
Window 2 copy 1: Vinyl Frame:Double pane with Low-E
left: Wood Frame, 16" o.c.
Window 2 copy 2: Vinyl Frame:Double pane with Low-E
Window 2 copy 3: Vinyl Frame:Double pane with Low-E
rear: Wood Frame, 16" o.c.
Window 2 copy 4: Vinyl Frame:Double pane with Low-E
Window 2 copy 5: Vinyl Frame:Double pane with Low-E
leftl Wood Frame, L6" o.c.
rear: Wood Frame, 16" o.c.
Door 2: Solid
208
15
42
20
48
42
104
23
23
224
6
6
L76
9
L4
40
L92
20
19.0
19.0
19.0
19.0
0.0
0.0
0.0
0.0
0.060
0.350
0.060
0.290
0.060
0.060
0.060
0.290
0.290
0.060
0.290
0.290
0.060
0.290
0.290
0.060
0.060
0.350
19.0
r.9.0
0.0
0.0
L2
5
L
6
3
3
3
7
7
L3
2
2
9
3
4
2
9
7
19.0
19.0 0.0
Project Title: Founders Square
Data filename: Untitled.rck
Report date: O4l22lL4
Page 1 of 2
Door 2 copy 1: Solid
right: Wood Frame, 16" o.c.
Window 2 copy 6: Vinyl Frame:Double pane with Low.E
Window 2 copy 7: Vinyl Frame:Double pane with Low-E
rear upper: Wood Frame, L6" o.c.
Window 2 copy 8: Vinyl Frame:Double pane with Low-E
right upper: Wood Frame, L6" o.c.
Window 2 copy 9: Vinyl Frame:Double pane with Low-E
left upper: Wood Frame, 16" o.c.
Window 2 copy 10: Vinyl Frame:Double pane with Low-E
Ceiling 1: Cathedral Ceiling
,u
20
220
L5
15
88
15
120
1s
120
15
1,960
0.0
0.350
0.060
0.290
0.290
0.060
0.290
0.060
0.290
0.060
0.290
0.026
7
11
4
4
4
4
6
4
6
4
51
19.0 0.0
19.0 0.0
19.0 0.0
Compliance Statemenr" Theproposed building design described here is consistent with the building plans, specifications, and othercalculations submitted with the permit applicalion. The proposed buildinq has been desioned to meFt the ?onq IFCC ranrriromenr< ircalculations submitted with.the permit application. fhe proposed building has been designed to meet the 2009 IECCREScheck Version 4.5.0 and to comply with the mandat6ry requiremgntslisted in the RE6check Inspection Checklist.
meet the 2009 IECC requirements in
f/zz/zf
Date
Project Title: Founders Square
Data filename: Untitled.rck
Report date: 04122114
Page2 of 2
24{0.0022.6D.dO
r
C
a
I
!a
r
-'-I
q
c53
C
C
I
}t
I
\7
cC
t
d
i
Y,',
#r'{li..: :+
r!L-.:!
3'rt
a
t1-mio 26.O:t-00
lK "trfi",*f*
Kartchner Homes
601 W. 1700 S. Bldg B
Logan Utah8432l
435.755.9530
Structural Calculations
Vergie Scroughams
Summerfi eld Subdivision
Block 2,Lot 9
Rexburg, ID 83440
Prepared For:
14-00199
918 South 2275 West
Office Copy
tN0t||{rrlll{0
York Engineering Inc.
t4r##,1
May 6,2014
Structural Calculations
Kartchner Homes
Vergie Scroughams
918 S. 2275 W. Rexburg
York Engineering Inc.
2329 W. Spring Hollow Rd.
Morgan, Utah 84050 (801) 876-3501
May 6,2014
For:
Plan #:
Location:
From:
Design Criteria 2012 IRC:
RoofLoad;
Roof Live Load (PSF)
Dead Load (PSF)
Floor Load;
Live Load (PSF)
Dead Load (PSF)
40
15
40
10
DSeismic Zone:
Wind Speed:I l5 mph ult. (90 mph basic) Exposure C or
130 mph ult. (100 mph basic) Exposure B
Material Properties & Assumptions
Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab)
Concrete Reinforcement: ASTM 4'615 Grade 60 & Grade 40
Site Conditions: Dry & Stable granular based, 1500 PSF Bearing Capacity, Granular Based
Backfill (KH:35 pcf),Slope not to exceed 20o/o, Setback from slopes is minimum of 25'
Dimensional Lumber: Hem or Dous Fir #2 & BTR
Steel: ASTM ,4.36
Use Simpson straps and tie downs, and meet nailing, reinforcement and other structural
requirements as noted on the drawing and within the pages of this document. These structural
calculations are based on conditions and assumptions listed above. If the conditions listed herein
are not met or are different it shall be brought to the attention of the engineer. Roof Truss and
beam system to be engineered by the supplier. This engineering assumes that the building site is
dry and stable, a high water table or adverse soils such as plastic clays, fills etc. could cause
future flooding, settlement, site instability, or other adverse conditions. Verification of and
liability for the soil bearing pressure, site stability, and all other site conditions, including site
engineering as required, is the responsibility of others. These calculations and engineering are for
the new building structure only and do not provide any engineering analysis of or
liability/warranty for the non-structural portions of the building, or the site itself. York
Engineering Inc. does not assume the role of "Registered Design Professional in Responsible
Charge" on this project. The purpose of these calculations and engineering is to help reduce
structural damage and loss of life due to seismic activity and/or high wind conditions. The
contractor shall verify all conditions, dimensions and structural details of the drawing.
All exterior walls shall be sheathed withTl16" APA rated structural wood panel. Block all
lN0ll\tf[h0
horizontal edges I Vz" nominal or wider. Sheathing shall extend continuous from floor to top
plate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less than yz,, from
edge of panel and driven flush but shall not fracture the surface of the sheathing. Extend
sheathing over gable end to wall joints & over rim joist between floors and nail to rim and wall
plates 6" O.C.
The following general requirements shall be followed during construction:
1. Contractor to verify all dimensions, spans, & conditions and notify engineer of any elrors,
omissions, or discrepancies prior to construction.
2. Use Simpson A35 ties each cantilevered joist to sill or top plate.
3. Use Simpson Hl, H2.5 or equiv. ties each end of each truss.
4. Use l12" x 10" J bolts 32" O.C. all foundation walls up to 8'. Use 5/8" bolts with all walls over
8'high. Use 3" x 3" x 1/4" washers
5. If discrepancies are found, the more stringent specification shall be followed.
6. All multiple beams and headers to be nailed using r6d two rows 12,, o.c.
7. Contractor shall assure that all materials are used per manufactures recommendations.
8. Site engineering and liability shall be provided by the owner/builder as required.
9. Connect beams & headers over 6 ft., to trimmers with appropriate connectbrs/hangers.
10. Contractor shall assure that footings are properly drained and that soil is dry andlhat footings
rest on undisturbed native soil and that building horizontal clearance from footings to adjacent
slopes be a minimum of 25 feet and that the intent of IRC section R403.1 .7.2 is met. If set back
requirements of R403.1 .7 .2 cannot be met then contact engineer for further design requirements.
10. The contractor shall conform to all building codes and practices as per the 2009 IRC.
I l. use balloon framing method when connecting floors in split level designs.
12. Nail all shear walls to floor joist using 2: l6d 16" O.C. Add additional floorjoist as reqd.
13. Provide joist and rafter hangers as per manufacturers' specifications.
14. Foundation steps shall not exceed 4 feet or Vz the horizontal distance between steps. Horz.
re-bar shall be 12" o.c. through step downs and extend 48" either side of step
l5.If garage return walls are less than 32" wide then extend headers across return walls with 2
king studs on either end extending from the top of the header to the bottom plate or install (2)
MST 36 straps each end of header extend across wing walls.
16. Use a minimum of 2-9 Yz" LYLs for all headers carrying girder loads.
17. Use I 1/8" wide timberstrand or equiv. for all rim joist
18. Provide solid blocking through structure down to footing for all load paths.
19. Builder shall follow all recommendations found in all applicable Geoiechnical reporrs.
20' Stacking of trvo sillplates is permitted with 5/8" J-bolts through both plates. Stacking more
than two plates is not permitted without special engineering
Plan: SF9B2
Date: 5 May 2014
Location: Block 2 Lot 10 Summerfied Subdivision
Footing Calculations
Concrete Specs
Density (pcf)
Strength (psi)
Clear Cover Thickness (in)
Foundation
Overall Height (ft)
Height (in)
WallThickness (ft)
Thickness (in)
Weight (kips/|ft)
Footing Specs
width (ft)
Width (in)
Height (ft)
Height (in)
Weight (kips/|ft)
Area per lft
Soil Specs
Density (pcf)
SoilPressure (psf)
Weight (kips/|ft)
Building Loads
Roof span
Roof (kips/|ft)
WallHeight (ft)
Wall Load (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Calculations
back front left
150 150
3000 3000
33
7.83 7.83
94 94
0.67 0.67
88
0.78 0.78
1.67 1.67
20 20
0.83 0.83
10 10
0.21 0.21
1.67 1.67
125
1 500
0.49
47
1.29
10
0.20
2
0.05
1.54
125
1500
0.49
47
1.29
10
0.20
2
0.05
1.54
2.53
1.52
2t)
10
zo
10
right interior
150 150 150
3000 3000 3000
333
7.83 7.83 0.08
94 94 'l
0.67 0.67 0.67
888
0.78 0.78 0.01
1.50 1.50 1.33
18 18 16
0.83 0.83 0.67
10108
0.19 0.19 0.13
1.50 1.50 1.33
125
1 500
0.41
440
0.11 0.11 0.00
14 14 12
0.28 0.28 0.18
14 14 32
0.35 0.35 0.80
0.74 0.74 0.98
125 125
1500 1500
0.41 0.00
1.12
0.84
TotalWeight on Soil (kips) 2.53
Soil Load (ksf) 1.52
1.71 1 .71
1.14 1.14
Required Footing Width (in)
Required Footing Depth (in)
'ts 16 16
10108
Plan: SF9B2
Date: 5 May 2014
Location: Block 2 Lot 10 Summerfied Sub
Sawn Lumber
Load Parameters
Floor Live Load(psf)
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(plf)
Wall Height (ft)
WallWeight (psf)
WallLoad(plf)
Roof LL (psf)
Total Roof Load(psf)
Roof Span(ft)
Total Roof Load(plf)
Beam Weight (plf)
Live Load (plf)
TotalLoad (plf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
CF=
Area =
Momemt of lnertia | =
Maximum Bend Stress =
Allowable bend Stress
Factor Of Safety =
Allowable Sheer Stress
Max Shear Cap (lbs) =
Factor Of Safety =
Bearing Required =
E (psi)
Deflection LL (in)
LLoad Def. Limit U
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
FB-1 RB-3 RB4
40 40 40
50 50 50
2600
65000
000
20 20 20
000
40 40 40
55 55 55
04637
o 1265 1018
4.4 5.6 4.4
520 920 740
654 1271 1022
111
542
1636 2541 1022
1636 2541 1022
2045 2541 511
1636 2541 1022
7.25 9.25 7.25
333
1.20 1.10 1.20
21.75 27.75 21.75
95 198 95
934 713 233
1020 935 1020
1.09 1.31 4.37
180 165 180
2610 3053 2610
1.60 1.20 2.55
1.35 2.09 0.84
1300000 1300000 1300000
0.06 0.02 0.00
360 360 360
0.17 0.13 0.07
2.82 6.47 30.99
0.07 0.03 0.00
240 240 240
0.25 0.2 0.1
3.36 7.03 33.67
2:2x8 2:2x10 2:2x8
Plan:
Date:
Location: Block 2 Lot 10 Summe
LVL Beam
Load Parameters
Floor LL (psf)
Total Floor Load(psf)
Floor Span (ft)
Total Floor Load (plf)
Wall Height (ft)
WallWeight (psf)
Wall Load (plf)
Roof LL (psf)
Total Roof Load (psf)
Roof Span (ft)
Roof Load (plf)
Beam Weight (plf)
Live Load (plf)
Total Load (plf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Max Shear Stress (psi)
Determine Size
Depth Estimate (in)
Width Estimate (in)
Cross Area (in^2)
Allowable Bending Stress =
Allowable Moment =
Momemt of Inertia | =
Factor Of Safety =
Allowable Sheer Stress (psi)=
Allowable Sheer Force (lb)=
Factor Of Safety =
Bearing Required =
E (psi)
Deflection LL (in)
Lload Def. Limit L/
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
RB-1 RB-2
40 40
50 50
00
00
20
20 20
400
40 40
55 55
22 46
605 1265
16 10
440 920
661 1275
11
166
5290 3824
5290 3824
21160 5736
5290 3824
94 115
16.00 9.50
3.5 3.5
56 33
2500 2684
31114 11775
1195 250
1.47 2.05
285 285
10640 6318
2.01 1.65
2.02 1.46
1900000 1900000
0.29 0.06
360 360
0.53 0.20
1.87 3.54
0.43 0.08
240 240
0.80 0.30
1.86 3.83
2:16" 2'.9 y2"
plan: SF9B2
Date: 5 May 2014
Location: Block 2 Lot iO Summerfied Subdivision
Seismic Calculations
Loading Summary
Floor Dead Load (psf) .l O Seismic Zone E
Floor Live Load(psf) 40
Walls (ExtXpsD 20 Roof Ll(psf) 40
Walls (lntxps0 10 Roof DL(psO 15
Roof Dead Load(psf) 15
Roof Slope
Exterior
Snow Load Reduction
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduction
Total Load
6 112
combination
Seismic paramaters
26.56 V=CS*W/1.4
40.00 Fa= 1
R= 6.5 tabte 16.t7.6
Ss= 0.9
sms= 0.90 eq. 16-16
40.00 Sds= 0.60 eq 16_j8
55.00 Cs= 0.111 pereq.16_49
Adj. Factor 't.4
Cs= 0.0790
Roof
Floor 2
Floor 1
Lengrh W(psD Lb/ft Width W(tb)
40 23 92o 50 aobdo
roofwall 8j00
Total Mass Tributary to Roof Levels = 54100
Shear (V)(lbs) Roof Levets = 4276Length W(psf) tb/ft Vvidth W(b)
40 10 4oo 50 0
wall height 0 gtOO
Total Mass Tributary to Floor 2= O
Shear (V)(tbs) Ftoor Levets = 0
Length W(psf) tbtfr Width W(tb)
40 10 4OO 50 owall height 9 99OO
Total Mass Tributary to Ftoor 1= 99OO
Shear (Vxtbs) Ftoor Levets = 783
U
0
42/6
640UU
4276
Floor 1 Lateral Force
Floor Z Laterat Fofce
Root Laterat Force
Totat seismic Mass =
Totat Lateral Force =
Seismic Force Distribution* Roof Sections t* H(x)
Roof . 1i.0l-toor 1 1.0
ttoot 2 O.o
TotalsV/sum(Wt'Ht) = U.U05Z/
_E asemenl Sneer Wail h(totat)
Total Load (kips) 4.3nght stde 2.1
left side 2.1
ront 2.1back 2.1
W(x) kip W(x)H(x)
54 8't2'
OU
U0
54 812
Totar shear (tbs, =
Length
% Force Total Sheer I
100.o00k 4.2761591
0.u0% 4.2/61591
u.UtJu/o 4.2/61591
1
42t6
Shear Wall Load (ptf)
Not Appltcabte
Not Appticabte
Not Appticabte
Not Appttcabte
Shear Wall Load (ptn
46
69
153
ab
Shear Wall Load (plf)
Not Apptrcabte
Not Applicabte
Not Appttcabte
Not Appltcabte
10
10
10
10
Length
46
31
14
25
Length
10
10
10
10
Ftoor 1 sneer watl
Total Load (kips)
flgnt stde
left stde
Tront
Dack
Ftoor z $neer watl
Total Load (kips)
ngnt side
left side
ront
back
Shear Wail Criticat Lengths
Front
Back
Right
Left
Front
Back
Right
Left
r-(torar)
4.3
2.1
2.1
2.1
2.1
r-(totar)
4.3
2.'l
t1
2.1
2.1
wail uL Ftoor uL
200 50
200 50
280 350
280 350
Rool IJL UL (ptt)
1292.5 1027
1292.5 '1027
110 493
r 10 493
468
-1360 -34.15 _5469
-2570 -4624 -6679
-1135 -2't20 -3.106
-730 -1716 -2701
cnttcat | (lt)
3'l
t
calculate uptitt , Force Req.d to prevent o t {tbs)Panel Length (ft) 2 3
694 -333
-5'15 -1542
-149 -642
256 -237
plan: SF9B2
Date: S May 20,t4
Location: Block 2 Lot l0 Summerfied Subdivision
Wind.Loading_Calculationa using Main WindforceResisting System (MWFRS)
Longitqdinal Diection
Wind Design Cdicients
P=wind load'exp coefrlw
P=Design Pressure
Horizontal VVind Load (from tabte j609.6.2.1(1)
Wall Load (ps0=
end zone (A)
Interiorzone (c)
Roof Load (ps0=
end zone (B)
interior zone (D)
Verti€t Wind Load (from tabte.t609.6.2.1(i)
Roof Load (ps0=
end zone windward (E)
end zone leeward (F)
interiorzone windward (G)
interior zone leeward (H)
Erposure
Roof SloF=
RoolAngle (dq)=
P=wind load*exp coeff*lw
horizontal wall interior
horizontal wall end zone
honzontal roof inlerior
horizonlal roof end zone
verla€l end zone windward
verti€l end zone leeward
vedi€l lnterior zone windward
verti€l interior zone leeward
.4*Hmean
.1"base
End Zone Width (ft)
lnterior Zone Width (ff)
Gable Rd L€d
Hip Roof Load
Wall Lcd
16.1
1'1.7
2.7
-9.E
-5.2
Area
End 500
lnterior A4
2nd sloryEnd Zone Width (ft)
2nd SlorylnteriorZone Width (ft)
Exposufe Coeffcient (from tabte 1609.6.2.1(4)
lFlmportan@ Factor (from lable 1604.S)
1.21
1.0
90 RoofHeight 1O.OO
C Wail Heighr 10
Truss Span 40
6 /12
26.56 Sine = 0.4472
lrinimum pressure
Adjusted
14.16 .t4.16
19.48 19.48
3.27 1o.oo
3.15 1O.OO
-8.71 0.oo
-'t 1.86 0.00
-6.29 0.00
-6.29 0.00
6
4
4
42
width
End 4
lnterior 42
42
Width Height
End 4 1.0
lnterior 42 i.OO
Height Wind Load
1.9 19.46
4.O4 14.16
Sum =
Wind Load
10.00
10.00
Total
Force (lbs)
149
3543
3692.83
Force (lbs)
5000
E40
5840
2nd Stor
Force (|ffi) Force (tM
156 155.85
595 594.59
750.442 750.44
Wind L@d't9.48
14.16
Sum =
Floor 2 Oiaphragn Sh€r
Tolal Shear(lbs)
Front Wall Length
Back Wall Length
Floor I Diaphragm Sh@r
Total Shear(lbs)
Front Wall Length
Back Wall Length
bsement Diaphragm Sh4f
Total Shear (lbs)
Front Wall Length
Back Wall Length
Critical Wall Length (ft)=
Front Wall Dead Load (pl0=
Front Wall Criti€l Length (ft)=
Back Wall Dead Load (piD=
Back Wall Criti€l Lenglh (fl)=
width
end zone windward 4
teeward 4
interiorzonewindward 42
teeward 42
13344
10'10
't027
1027
2
length Wind Lcd
18,00 FALSE
18,00 FALSE
1E.OO FALSE
IE.OO FALSE
Shear Wall Loads (plf)
Not Appli€ble
Not Applicable
Shear Wall Loads (pt0
450
252
Shear Wall Loads (ptf)
Not Applicable
Not Applicable
rolal 10729
Total (pl0 60
Fore (lbs)
0
0
0
0
'10
-2140
4
-424
5E40
10
10
12594
14
25
calculate Uplift, Force Req,d to prevent OT (tbs)
Panet Length (ft) 2 3
1731 1247
u4 60
E
-1172
-2360
-3107
-4295
Front
Back
ptan: SF9B2
Date: 5 May 20.14
Location: Btock 2 Lot 1O Summerfied Subdivision
Wind Loading Calcutations using Main Windforce-Resisting Sy"tem lfrtWinSyTnnsverse DiEction
Wind Desioh Ceffcienb
P=wind load*exp coefl"lw
P=Design Pressure
Horizonlal Wnd Load (from table 1609.6.2.1(j)
Wall Load (psD=
end zone (A)
interior zone (C)
Roof Load (ps0=
end zone (B)
interiorzone (D)
Verti€lWind Load (from table 1609.6.2.1(1)
Roof Load (psD=
end zone windward (E) -7.2
end zone leeward (F) -9.6
interior zone windMrd (G) -5.2
interiorzone leeward (H) -S.Z
Exposurc Coefficient (from tabte .t609.6.2..1(4)
tFtmportan@ Factor (from table 1604.5)
16.1
11.7
2.6
2.7
Erposur€
Roof SloF =
Roof Ansb (d{)=
P=wind load*exp coeffrlw
horizonlal wall interior
horizontal wall gnd zone
horizontal rcof interior
horizontal roof end zone
verti€l end zone windward
verli€l end zone leemrd
vedi€l inlerior zone windward
vertial interior zone leeward
End Zone Width (ft)
lnterior Zone VMdlh (fi)
Gable Rd LGd
Hip Roof L€d
Floor 2 Oiaphragm Shear
Total Shear(lbs)
Lefr Wall Length
Right Wall Length
Floor t Diaphragm Shear
Total Shear (lbs)
Lefi Wall Length
Right Wall Length
hsemeft Diaphragm Sh€ar
Total Shear (lbs)
Left Wail Length
Right Wall Length
Critical Wall Length (ft)=
Left Wall Dead Load (ptt=
Left Wall Critical Length (ft)=
Right Wall Dead Load (ptf)=
Righl Wall Criti€t Lengrh (ft)=
90 Roof Height 10
C Wail Heighr 10
Truss Span 40
6 t12
26.56 Sine = 0.4472
l/linimum pressure
Adjusted
14.16 14.16
19.48 19.48
3.27 1o.oo
3.15 10.oo
-4.71 0.OO
-11.86 O.OO-6.29 o.oo-6.29 o.oo
't.21
1.0
2nd storyEnd Zone Width (ft)
2nd Storylnterior Zone Width (f032
width
End 4
lnterior 32
493
3
493
2
-1044
Front
Back
Area
End 400
lnterior 64
width
end zone windmrd 4
leeward 4
interior zone windward 32
teeward 32
Height wind Load
1.9 19.4E
4.04 14.16
Sum =
10.00
10.00
Total
Height Wnd L@d
1.0 1 9.48
1.00 14.16
Sum =
length
43.00
43.00
43.00
43.00
FALSE
width
End 4
fnlerior 32
4640
10
10
Force (lbs)
149
2700
2U9.178
4000
640
4640
Force (lbsl'156
453
608.872
Force (lbs)
0
0
0
0
2nd Story
155.848
453.024
60E.872
10120
31
46
10729
10
10
Shear Walt Loads (ptf)
Nol Appli€bte
Not Appli€ble
ShearWall Loads (ptf)
163
110
Shear Wall Loads (plf)
Not Appli€ble
Not Appli€bte
Total 13544
Totat (plO 67
Calculate Uplift, Force Req,d to prevent OT (lbs)
Panet Length (n) 2 3
553 340
234 21 .1577
1E97
Load Short Form
Entire House
Kartchner Homes
Job: SF9B2
Date: illay 03,2014
By:
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
Inside db ('D
Design TD CD
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 pressure
Space thermostat
TOTALS
HEATING EQUIPMENT COOLING EQUIPMENT
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DlSTl...
Cond GSX1401814*
Coil CA*F1824*6D"
AHR|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
5100 Btuh
17000 Btuh
859 cfm
0.112 cfm/Btuh
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
1 9806
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
0l
859 859
I
^g tF tVfight3Qff Right-suite@ u niversal 2013 13 o.oe Rsu20477
,€Cil ...Rtoo"uments\wrightsoftware\KartchnensF1oB2.rup Calc = MJB House Front faces: W
2O1+May-O3 11tO6:23
Page 1
Building Analysis
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03, 20{4
Cody Puzey, Kartchner Homes
3758 Yeilowstones Hwy, ldaho Falls, ld g3401
Phone: 208-529-2116'
Outdoor:
Drybulb ('F)
Dailyrange ("F)
\Abt butb ("D
\Mnd speed (mph)
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude:44"N
Indoor:
!d o.or tgm perature ("F)
Design TD CDRelative humidity (%)
Moisture Oifferericd 1!rltO)
lnfiltration:
Method
Construction quality
Ftreptaces
Heating.9
15.0
Cooling
92
34 (H )61
7.5
Heating
70
76
30
35.2
Simplified
Semi-tighl
0
Gooling
75
17
50-31.1
Component Btuh/ff Btuh % of load
Walls
Glazino
Doors -
Ceilings
Floors
Infiltration
Ducts
Piping
Humidification
Ventilation
Adjustments
Total
4.9
23.6
22.0
1.5
10.6
3.1
7U2
3086
926
2222
15425
5305
0
0
0
3252
0
37859
20.2
8.2
2.4
5.9
40.7
14.0
0
0
0
8.6
100.0
Componenl Btuhrff Btuh o/o of load
Walls
Glazino
Doors -
Ceilings
Floors
Infiltration
Ducts
Ventilation
Internal gains
Blower
Adjustments
Total
0.7
34.0
6.2
0.9
0
0.4
1 036
4459
262
1316
0
613
0
727
0
0
0
8412
12.3
53.0
3.1
15.6
0
7.3
0
8.6
0
0
100.0
Latent Cooling Load = 0 Btuh
Overall U-ralu-e = 0.083 Btuh/ff-.F
Data entries checked.
fin + wrlghtso*? Rishrsuire@ universat 2013 13.0.0e Rsu2o477M ..R\Documents\wrightsoftware\Kartchne^sFl0B2.rup carc = MJ8 House Front facs: w
2014-May-03 1 1:06:23
Page 1
Gomponent Constructions
Entire House
Kartchner Homes
Job: SF9B2
Date: May 03,20,14
By:
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude: 44'N
Outdoor:
Drybulb ('F)
Dailyrange ("F)
V1,bt bulb ("F)
Wind speed (mph)
Cooling
92
34 (H )
61
7.5
Indoor:
Ind oor temperature ('F)
Design TD CD
Relative humidity (7o)
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
9
15.0
Heating
70
76
30
35.2
Simplified
Semi-tight
0
Cooling
75
17
50
-31.1
Gonstruction descriptions
Walls
12F-Osw: Frm wall, vnl ext, 3/8,'wood shth, r-21 cav ins, 1/2', gypsum
board int fnsh, 2'x6" wood frm
Or Area
tr
419 0.065 21 .0
319 0.065 21 .0
460 0.065 21.O
349 0.065 21 .0
1547 0.065 21 .0
U-value Insul R
BtJh/tr-"F tr-'F/BtLfl
0.290 10.5
0.290 10.5
0.290 10.5
0.020 50.0
1 .180
2070 0.67 281
1576 0.67 2,t4
2272 0.67 308
1724 0.67 234
7642 0.67 1036
471 11.9'r 908 38.0
707 38.0
3086 34.0
Htg HTM
Bh"fi/n3
4.94
4.94
4.94
4.94
4.94
Loss Clg HTM Gain
Btuh BtuhfF Btuh
Partitions
(none)
Windows
61C:61C
Doors
11P0: Door, mtl pur core type
Ceilings
16B-50ad: Attic ceiting, asphatt shingles roof mat, r_00 ceil ins. '1t2,,
gypsum board int fnsh
Floors
22A.-cpm'. Bg floor, heavy dry or light damp soil, on grade depth, carpel
flr fnsh
n
s
all
n
w
all
n
all
20 0.3.10 0
81 0.310 0
30 0.310 0
131 0.310 0
21
21
42
1462
't72
23.6
23.6
23.6
23.6
22.0
22.0
22.0
1.52
89.7
6.23
6.23
6.23
238
3080
1141
4459
't31
't 31
262
463
463
926
2222
15425
0.90 1316
jH + l,vfEhtfolf Rishfsuire@ universat 2013 13.0.0s RSU2o477M ...R\Documents\wrightsoftware\Kartchne^SFloB2.rup carc=MJg HouseFrontfaces: w
20 1 4-May -03 1'l'.06 :37
Page 1
Project Summary
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03, 20'14
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld 93401
Phone: 208-529-2116'
Notes:
Weather: ldaho Falls, lD, US
Winter Design Conditions Summer Design Gonditions
Outside db
Inside db
Design TD
Structure
Ducts
Centralvent (46 cfm)
Humidification
Piping
Equipment load
Heating Summary
Outside db
Inside db
Design TD
Daily range
Relative humiditv
Moisture differerice
Structure
Ducts
Centralvent (46 cfm)
Blower
Use manufacturer's data
Rate/swing multiplier
Equipment sensible load
Structure
Ducts
Central vent (46 cfm)
Equipment latent load
Equipment total load
Req. total capacity at 0.70 SHR
-6 'F
70 'F
76 'F
92'F
75 "F
17 "F
H
50 o/o
-31 gr/lb
Sensible Gooling Equipment Load Sizing
Infiltration
34607 Btuh
0 Btuh
3252 Btuh
0 Btuh
0 Btuh
37859 Btuh
Simplified
Semi-tight
0
7685 Btuh
0 Btuh
727 Btuh
0 Btuh
n
0.97
8160 Btuh
Method
Construction quality
Frreptaces
Aea (ft'?)
Volume (ff)
Air changes/hour
Equiv. AVF (cfm)
Latent Gooling Equipment Load Sizing
Heating
1462
14620
0.31
76
Cooling
1462
14620
0.16
39
-693
0-823
0
8160
1.0
Btuh
Btuh
Btuh
Btuh
Btuh
ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Model cMH950453BX
AHR|ref 2002182
Gooling Equipment Summary
Make Goodman Mfg.
TrAdE GOODMAN, JNruITNOT, AMANA DISTI...Cond GSX140181A*
Coil CA*F1824*6D"
AHRf ref 4589218
Efficiencv
Sensible'cooling
Latent coolino
Total coolino-
Actual air fliw
Air flow factor
Static pressure
Load sensible heat ratio
Efficiency
Heating input
Heating output
Temperature rise
Actubl air flow
Air flow factor
Static pressure
Space thermostat
95 AFUE
46000 Btuh
34560 Btuh
44 "F
859 cfm
0.025 cfm/Btuh
0.70 in H2O
12.0 EER, 14 SEER
11900
5100
1 7000
859
o.,t12
0.70
1.00
Btuh
Btuh
Btuh
cfm
cfm/Btuh
in H2O
calculations approved by ACCA to meet all requirements of Manual J gth Ed.
fH + WflghtSOf? Risht-suite@ universat 2013 .t3.0.0e RSU2o477ffi .. Rtoo"rments\wightsottware\Kartchner\sF1082.rup carc = MJ8 House Front faces: w
2014-May-03'l'l :06:37
Page 1
AED Assessment
Entire House
Kartchner Homes
Job:
Date;
By:
SF982
May 03,2014
Cody Puzey, Kartchner Homes
3758 Yellowstones Hwy, ldaho Falls, ld g3401
Phone: 208-529-2116
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude:44'N
Outdoor:
Drybulb ('F)
Dailyrange ('F)
V1,bt bulb ('F)
Wind speed (mph)
Indoor:
lnd oor temperature ("F)
Design TD CD
Relative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Heating
70
76
30
35.2
Cooling
75
17
50
-31.1Heating
9
15.0
Cooling
92
34 (H )
61
7.5
l-burly Gazirg Led
l-brdB
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
, ADtid
lH + Wf|ghtSOft Rieht-suite@ universat 2013 13.0.0e RSU2o477
rrf,rLA ...R\Documents\wrightsoftware\Kartchner\sFroB2.rup carc= MJ8 House Frontfaces: w
201,f May-03 11:06:37
Page 1
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
Entire House'172.O ft
10.0 ft
1462.0 It2
Rooml
24.O ft
10.0 fr heavcool't4.o x 10.0 fi
140.0 ft,
Ty Construction
number
U-value I Ot
(Bt uh/ft2-'Fl
HTM
(Bt uh/ft,)
Area (ft,)
or perimeter (ft)
Load
(Btuh)
Area (ft,)
or perimeter (ft)
Load
(Btuh)
Heat Cool Gross N/P/S CoolHeal Gross N/P/S CoolHeat
o.oos I n
0.3101 no.zso I n
o.oes I e
0.310 | e
0.065 | s
0.06s1 w
0.3101 w
0.2901 w
o.ozo | -,r*l
IIIIIII
W | 12F-0sw
l-clorc'-Dl11P0
w I tzr-0.*L----clorc
W | 12F-0sw
W | 12F-0sw
l-----Gl61c'-Dt1tPo
c | 168-5oad
F l22p.com
4.94
23.56
22.04
4.94
23.56
4.94
4.94
23.56
22.04
1.52
89.68
I o.oz | 46(
| 11.s2.| 2C
I 6.23 | 21
I o.oz | 4oc
| 38.02 | 81
I o.oz | 460
| 0.67 | 400
| 38.02 | 30
| 6.23 | 2',1
I o.sol 1462
I o.ool 1462tltlIIIt1tltltltlll
419
0
2'l
319
460
349
0
2',|
1462
172
14C
2A
140
't40
2o7ol zatl
471|| 2381
4631 131 |rsssl .3l3l
22721 3osl't7241 2341
7o7l i1411
4631 131 I
22221 13161'*"1'l
tll ltltltllltltltltltltl
10c
124
140
24
ot
0
0
80
760
0
0
0
0
126
0
494
0
0
593
47'l
0
0
0
2't3
2152
6 c) AED exarsion
81
Envelope loss/gain 2930'l 707i 392 t'11
12 a) Infiltration
b) Room ventilation 530t(6't 3 740
0
85
0'13 Intemal gains: Occupants @ 230
Appliances/other 0
0
Subtotal (lines 6 to 13)34607 7685 4663 1200
't4
15
Less exernal load
Less transfer
Redistribution
Subtotal
Duct loads oo/o Oo/o
34607 7685
0 -00h Oo/a
0
0
0
4663
0
0
0
0't200
0
Total room load
Air required (cfin)34607
859
'3331 +ooa I1 161
1200
134
Right-J@ Worksheet
Entire House
Kartchner Homes
Job: SF9B2
Date: May 03,20,14
By:
'l
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Room2
.t2.0 fr'10.0 ft heavcool
12.0 x 10.0 ft
120.0 tt2
Room3
5.0 ft
10.0 fi heavcool
9.0 x 5.0 fr
45.0 ft,
ry Construction
numDer
U-value I Or
(Btuh/fta'FI HTM
(Btuh/ft')
Area (ft,) |or perimeter (ft) |
Load
(Btuh)
Arca (f t.)
or penmeter (ft)
Load
(8tuh)
Heat I Cool Gross N/p/s | ,"",1.-Gross N/P/S CoolHeat
W
Fcr_D
Wle
W
F---G,D
F
| 12F-0w
| 61C
| 11P0
| 12F-0sw
| 61C
I tzr-osw
| 12F-0sw
| 61c
llll%*.
I zz*com
mill i
0.310 I e
0.065 | s
0.0651 w
0.3101 w
0.2901 w':ml
IIIIIIII
4.94
23.56
22.O4
4.94
ZJ.5b
4.94
4.94
ZJ.CO
22.O4
1.52
89.68
o.oz I1 1.s21
6.23 |o.oz I38.021
0.67 |0.67 |38.021
6.23 |"'l
III
I
II
124
2A
0
0
0
0
120
120
slti,'31 1?11tltl
,r3l "!l"l 'rul
tltltltltltllltltltltltltl
ll
67
760
108
0
247 | 33
31 3
31 3
ol o
31 3
0l 0
681 40qcal o
9l c) AED excursion a€
Envelope loss/gain 2224 1024 764 7'l
12 a) Infiltratlon
b) Room ventilation 37((4:.(
't54
0
t8
0'13 lntemal gains: Occupants @ 2gO
Appliances/other
0 0
0
0
Subtotal (lines 6 to 1 3)2594 rooel 918 89
14'15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads -ooh 0%
2594
U
106a
-0%00a
0
0
0
9't8
0
0
0
0
89
0
Total room load
Air requked (cfm)2594
64
1063
119
918
23
89
10
-- ._--...R\Documents\wrightsoftware\Kartchner\sF10B2.rup
calc=MJg HouseFrontfaces: w page2
Right-J@ Worksheet
Entire House
Kartchner Homes
Job: SF9B2
Date: May 03,2014
By:
1
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Room4
34.0 fr
10.0 ft heaVcoor'1.0 x 232.0 tl
232.0 ft2
RoomS
0ft
10.0 ft heaucool
9.0 x 9.0 ft
81.0 f t2
Ty Construction
numoer
U-value
(Bt uhf t4'F
Or HTM
(Bt uh/ft':)
Area (ft")
or perimeter (ft)
Load
(Btuh)
Area (fl,)
or penmeter (fl)
Load
(Btuh)
Heat Cool Gross NiP/S Heat Cool Gross N/P/S Heat Cool
Wt^
r_t)
Wr_G
W
l-----G'-D
12F-0su,
61C
11P0
1 2F-osw
6tc
12F-osw
12F-0sw
61C
1'tP0
168-50ad
224-cam
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
e
s
Y
4.94
23.56
22.04
4.94
23.56
4.94
4.94
23.56
22.O4't.52
89.68
13(
21
232
o.oz I11.e21
6.23 |0.67 |sa.oz Io.oz I.331|
6.23 |sssl
III
IIII
21
z5
1 543
471
0
0
0'to37
0
0
353
3049
,ttl si31 3l
0l 0lol ol
1411 0l313l
2091 81 |'l"l
tltltltltl|llltltl|ltltl
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c) AED excursion -23
Envelope loss/gain 5454 oJt 't23 7'l
12 a) Intiltration
b) Room ventitation t049
c
12'l
0
0
0
0
0
13 lntemal gains: Occupants @ 2gO
Appliances/other 0
0
Subtotal (lines 6 to 't3)uuo.l 75(123 7
14
15
Less e)dernal load
Less lransfer
Redistribution
Subtotal
Duct loads -0o/o ook
0
0
0
OCUJ
0
/5!
-Oo/o o%
0
0
0
123
0
0
0
0
71
0
Total room load
Air required (cfm)65031 75el
161 | 8sl 123 71
8
^fr- T
uvr1glrt3oft Right-suite@ u niversat 2013 13.0.09 RSU2o477 2014-May-03 I l:06:37' - -- - ...tt\rjocuments\wrightsoftware\Kartchner\sF10B2.rup calc = MJ8 House Front faces: w page 3
Right-J@ Worksheet
Entire House
Kartchner Homes
Job: SF9B2
Date: May O3,20,14
By:
1
2
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Room6
97.0 ft
10.0 fr heaucool
1.0 x 844.0 fi
844.0 ft'
Ty Construction
numDer
U-value
(Btuh/ft'z-"F
Or HTM
(Btuh/ft')
Area (ft,)
or perimeter (ft)
Load
(Btuh)
Area I Load
or perimeter I
Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 lvy:IH
lvv
11 | L----G
IW
I l-----Gl.-
IF
12F-0sw
61C
1 1P0
12F-osw
61C
12F-osw
12F-osw
61C
1 tP0
1 6B-50ad
22p.com
0.065 | n
0.3101 n
0.290 | n
0.065 | e
0.3101 e
o.oes I s
0.065 | w
0.3101 w
o.zgol w??3Sl:
IIIIII
41
460'190
30
21
844
844
4.94
23.56
22.O4
4.94
23.56
4.94
4.94
23.56
22.04
1.52
89.68
o.oz I1't.921
6.23 |0.67 |38.02 |o.oz I0.67 |38.02 |
6.23 |"'l
III
I
II
8C
21
785
0
463
489
966
2272
687
707
463
1283
8699
.$l
1 3sl
0l
zil
eetl"l
IIII
I
106
0
131
66
1 559
308
oa
114'l
131
760
0
o c) AED excursion -138
Envelope loss/gain |6814 4't57
12 a) Infiltration
b) Room ventilation 2991(34a(
13 lntemal gains: Occupants @ 2gO
Appliances/other
Subtotal (lines 6 to 13)rssool 4503
't4
't5
Less exlernal load
Less transfer
Redisbibution
Subtotal
Duct loads -o%Oo/o
1980(
0
n
U
4503
0
Total room load
Air required (cfm)19806
492
4503
CUJ
Sheet 1
14x3.2!
164 cfrr
Room4l
Irtr>
k_
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 1
Ri ght-Suite@ Lhivercat 201 3
13.0.09 RSU20477
20 I 4 -May -03't 1 :07 :'t 4
...ghtsoftware\Kartchner\SFl 0B2.rup
Duct System Summary
Entire House
Kartchner Homes
Job:
Date:
By:
SF982
May 03,2O14
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 available 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 in/100ft
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
RoomS
Room6
Room6-A
Room6-B
Room6-C
Room6-D
c 1200
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
134
119
10
42
42
8
101
101
101
101
101
0.103
0.094
0.096
0.125
0.112
0.110
0.1 03
0.110
0.096
0.1 06
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
ShMI
ShMt
ShMt
ShMt
shMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMI
42.0
28.0
34.0
26.0
18.0
11.0
21.0
30.0
35.0
27.0
22.0
130.0
160.0
150.0
1 15.0
140.0
150.0
150.0
130.0
150.0
140.0
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
Jil + Wfight8Oft' Right-sufte@ universat 2013 13.o.oe Rsu2o477
'f,'! ..R\Documents\wrightsoftware\Kartchner\sFloB2.rup carc=MJ8 HouseFrontfaces: w
2014-May-03 '11:06:37
3.25x14
3.25x14
3.25x14
8x 14
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
t12
rtz4
Peak AVF
Peak AVF
345
164
346
93
0.094
0.1 04
519
247
9.4
7.0
8x 12
8x 12
ShtMetl
ShtMetl t12
fH + wrightsoft Rishrsuire@ u niversat 20 t3 13.0.0e RSU2o477
'.f,'!h' .R\Documents\wrightsoftware\Kartchne^SF r oB2.rup carc = MJ8 House Front faces: w
20'14-May-03 1 1:06:37
REScheck Software Version 4.4.3
Project Title: SF9B2
Energy Code: 2007 IECC
Location: ldaho Falls. ldaho
Construction Type: Sinqle Familv
Building Orientation: Bld[. faces ilO aeq. from NorthConditionedFloorArea: 1462f!€.
Glazing Area Percentage: 8%
Heating Degree Days: 7918
Climate Zone: 6
Construction Site: Owner/Agent:
Cody Puzey
Kartchner Homes
208-529-2116
Com pl iance Certificate
Designer/Contractor:
Kartchner Homes
Compliance: 0.8% Befter 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
460
21
20
25
26
20
0.0
0.0
81
460
21
30
247
400
't462
21.0
21.0
21.0
0.0
0.290
0.310
0.310
0.290
0.310
221
38
6.0
0.0
Compliance statement: The proposed building design described here is consistent with the building plans, specifications, and othercalculations submitted with the permit application. The proposed building has been designed to meet'the 2007 IECC requirements inREScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Project Notes:
Signature
Project Title: SF9B2
Data filename: C:\Program Files (x86)\Check\REScheck\SF982.rck Report date: 05103114
Page 1 of 5
Job Number: SF9B2
Project Title: SF9B2
Data filename: C:\Program Files (xg6)\Check\REScheck\SF982.rck Report date: 051031'14
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
u62te.
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:
fl Watt 3: Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
E 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 U-factors, describe features:
#Panes - Frame Type Thermal Break? - Yes - No
Comments:
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:
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:
Note: 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 bottom of the slab then horizontallv for a
total distance of 1.0 ft.
Project Title: SF9B2
Data filename: ClProgram Files (x86)\Check\REScheck\SF982.rck
Report date: 05103114
Page 3 of 5
Heating and Cooling Equipment:
E Air Conditioner 1: Electric Central Air: 14 SEER or hiqher
Make and Model Number:
E Furnace 1:
Make and
Forced Hot Air: 95 AFUE or higher
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 caulk
between the housing and the interior wall or ceiling covering.
tr Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation comoression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installeo
to 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 0.50 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
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 determineo
that moisture or its freezing will not damage the materials.
Exceptions:
Class lll (10 perm or less) vapor retarder is permitted for vented cladding over fiberboard, gypsum, or for sheathing over 2x4 framing
having insulation of R-7.5 or befter, or for sheathing over 2x6 framing having insulation of R-1 1.25 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 determineo.
tr 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 or
specifications.
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 are
insulated 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 and
mechanically fastened.
tr All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure
systems. Tapes and mastics are rated UL 181A or UL 1gl B.
tr Building framing cavities are not used as supply ducts.
tr Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
tr Additional requirements for tape sealing and metal duct crimping are included by an inspecti6n for compliance with the lnternational
Mechanical Code.
Temperature Controls:
tr Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Heating and Gooling Equipment Sizing:
tr Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
tr For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commerciar
Building Mechanical and/or Service Water Heating (Sections 503 and S04),
Circulating Service Hot Water Systems:
tr Circulating service hot water pipes are insulated to R-2.
tr Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Project Title: SF9B2
Data filename: C:\Program Files (x86)\Check\REScheck\SF982.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.
Gertificate:
tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; windowU-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibilityof the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: SF9B2
Data fi lename: C:\Program Files (x86)\Check\REScheck\SF982.rck Report date: 05103114
Page 5 of 5
d( 2007 IECC Energy
lltJ Efficiency Certificate
Floor / Foundation
Ductwork (unconditioned spaces):
50.00
21.00
6.00
Forced Hot Air Furnace
Water Heater:
0.31
0.29
0.31
NA
Window
Door
Date: -
14-050637
KARTCHNER HOMES
SF9B2 SCROUGHHAM
Scale = 1:83.0
Plates Increase 1.1S
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl Ltd
Vert(LL) -0.19 O-Q >999 360
Vert(TL) -0.27 O-Q >999 240
Hoz(TL) 0.03 J n/a nla
Wind(LL) 0.05 B-Q >999 240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2xO DF SS
WEBS 2x4 DF 1800F 1.6E .Except*
W4:2x4 DF Stud/Std
PLATES GRIP
MT20 220t't95
Weight: 333 lb FT = 20oh
BRACING
TOP CHORD Sheathed or S-5-S oc Durtins.
.BOT CHORD Rigid ceiling direcfly airplied or 6-0-0 oc bracrng.
WEBS 1 Row ar midpt E-O, F_O. c_N
2 Rows at 1/3 pts F-N
rvil | etr reuommenos rnal ulaoiltzers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REAcnoNs (lb/size) B=133jes;0 (min.0-1-8), N=3659/0-5-8 (min.0-3-14), J=807/0-3-8 (min. 0-1-8)Max Hoz B=179(LC 5)
Max UpliftB=-334(LC 5), N=-601(LC s), J=-251(LC 6)
Max GravB=1419(LC 9), N=3659(LC i), J=929iLC 1b)
I!!C_E?^ 1!) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess excepr when shown.TOP CHORD B-C=-2245t426, C-D=-1887t405,D-E=:1597t434,E-F=:-5g6t232, p_C=_tOltost, G-H=_551/265,HJ=-84 1 I 236. I J = -1 203 t2s,
Bor cHoRD B-Q=-43011865, Q-R=-122953, p-R=-1221953, p-s=-1221953, o-s=-1221953, o-T=_201/359,T-U=-2011359, N-U=-2011359, N-v=-362l210, M-y=-362!2'10,M-w=-362t210,L-w=-3621210,
J-L=-1 021943
WEBS c-Q=-628/328, E-e=-237t1o40,E-o=-11s7r4s2,F-o=-327t1383,F-N=-2390/463,
G-N=-1 169/454, G-L=-241 t10SO, t_L=_653/334
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. tt; Exp C; enctosed; MwFRS (tow-rise) gabte end zone; cantitever
_ left and right exposed ; Lumber DOL=1.33 plate grip bOL=t.Oe
3) All plates are 4x6 MT20 unless otherwise indicated.
4) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) ' This truss has been designed for a live load of 20.0psf on the bottom
"noro
in air
"ilal
'irnJ-i
"'
rl"i""ird 36-0 ra1 by 2-0-0 wide wi' firbetween the bottom chord and any other members, with BCDL = 7.0psf.6) Provide mechanical connection (by others) of truss to bearing plate iapable of withstanding 100 lb uplift at joint(s) except [t=tb) 8=334,N=601, J=251.
7) This truss.is qeeigned in accordance with the 2009 International Residential code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = l:80.9
4xO /-
6.00n,\D
T*
lRo
4x6 =
pR
6x8 =
28-114 46-6{3-7-3 10-10-6
LOADING (psf)
TCLL 3s.0
TCDL 7.O
BCLL 0.0 .
BCDL 7.O
SPACING z-u-u
Plates Increase 1 .15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
csl
TC 0.64
BC 0.48
wB 0.80
(Matrix)
DEFL in (loc) t/defl
Vert(LL) -0.32 O-Q >999
Vert(TL) -0.48 O-Q >999
Horz(TL) 0.13 K nta
Wind(LL) 0.10 O-Q >999
Lid
?AN
240
nla
240
PLATES GRIP
MT20 220t195
MT20H 165t146
Weight: 322 lb FT = 20oh
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x6 DF SS
2x6 DF SS
2x4 DF 1800F 1.6E.Exceot.
W4,W6,W5: 2x4 DF Stud/Std
BRACING
TOP CHORD Sheathed or 3-7-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling direcfly applied or 10-d-0 oc bracing, Except:
8-10-5 oc bracing: B-e.
WEBS 1 Row at midpt E-O, F-O, F-N, t-K, G_N, c_L
ek recommends that Stabilizersind required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTfONS (lb/size) K=2615/0-5-8 (min. 0-2-13),8=2672t0-S_B (min. 0_2_14)
Max Hoz B=254(LC 5)
Max UpliftK=-466(LC 6), B=-5s6(LC s)
Ig$^q-S_ll!) - yal. Cgmp:{Max. Ten. - Ail forces 250 (tb) or tess except when shown.ToP cHORD B-c=-4945/905, c-D=-4590/885, D-E=443or914, E-F=-3355/723, F-G=-3194/67s,
G-H=-3058/630, H-t=-3208/608
Bor cHoRD B-Q=-92914259, Q-R=-634/3403, p-R=-634/3403, p-s=-634/3403, o-s=€34/3403,o-T=_324t2494,'t_U=_324t2494, N_U=-324t2494, N_V=422t2955:M_y=422t2955,
M-W =42212955, t-W =-422t2955, K-L=419t 24O1
WEBS c-Q=-578/319, E-Q=-22st97s,E-o=-1139t447,F-o=-327t1318, F-N=-225l935, t-K=-3346/585,G-N=-630/335, G-L=-379/107, t-L=0/646
NOTES
1 ) Unbalanced roof live loads have been considered for this desion.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2pst,BcDL=4 2psf; h=25fr; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantitever
, left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) All plates are MT20 plates unless otheMise indic;ted.
4) This.truss has been designed fo-r a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) - This truss has been designed for a.live load of 2o.opsf on the bottom chord in all
"r"rs
ilh"re a reciangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding .l0o tb uptift at joint(s) except (jt=tb) K=466,B=556.
7) This huss is designed in accordance with the 2009 International Residential code sections Rs02.1.1.1 and Rg02.10.2 and referencedstandard ANSI/TPI '1.
LOAD CASE(S) Standard
lD:_poUHOvUuHPT
5x8 |
F
8x12Wr2OH=
Sele = 1:80.7
It"t;Tl.
t9 lt\l
i*l
6x'12 MT20H I
Plates Increase 1.15
Lumber Increase 1 .15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl
Vert(LL) -0.56 N >981
Vert(TL) -0.91 N-O >610
Hoz(TL) 0.62 J nta
Wind(LL) 0.32 N >999
Ud
360
240
nla
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 Stud/Std .Exceot*
W1,W2,W6,W12,W 10: 2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 2-9-7 oc purlins, except end verticals.BO.T CHORD Rigid ceiling direcfly applied or 6-5-b oc bracrng.
WEBS 1 Row at midpt c-M
PLATES GRIP
MT20 220t195
MT20H 165t146
Weight: 303 b Ff = 20o/o
Mi lek recommends that Stabilizers and required-ro-i bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouiREACTf ONS (tbl size) J=22s9f0--5;8 (min. 0-2-s), 8=237 4 tO-s-B (min. O_2_7)Max Hoz B=253(LC S)
Max UptiftJ=466(LC 6), B=-s56(LC 5)
I9lC_q9-_(l!) - !a1. CgmO./M9x. Ten. - Ail forces 2SO (tb) or tess except when shown.ToP cHoRD B-Q=-7717t179,6, c-D=-737st1736, D-E=-6474t1491, E-F=4977t1'00i, r-6=-3e1a/8tu,G-H=4462t882, H-t=-3898/785, t-J=_2223t 49s
Bor cHORD B-o=-1790/6897, N-o=-l523/6432, M-N=-1092/5314,L-M=-6s2t4006, K-L=-653/3504wEBs c-o=-2531192,D-o=-148ts42,D-N=-738l339, E-N=-315/1040, E-M=-1111t44g,F-M=-710t3404,c-M=-778t344, H-L=-52l513, H-K=_1005t262, t_K=_S73l3198
NOTES
1) Unbalanced roof live loads have been considered for this oeston.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4,2psf; h=25i; Cat. lt; Exp C; enctosed; MWFRS (low_rise) gable end zone; cantitever
- left and right exposed ; Lumber DOL=1.33 plate grip bOL=1.33
3) All plates are MT20 plates unless otherwise indic;ted.
4) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) " This truss has been designed for a.live load of 20.0psf on the bottom chord in all areas where
"
r".ti"gl" 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
6) Bearing at joint(s) J, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityof bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (it=tb) J=466,B=556.
8) This truss is designed in accordance with the 2oog International Residential code sections Rs02.1 1 .1 and Rg02.10.2 and referencedstandard ANSUTPI 1.
LOADCASE(S) Standard
14-050637
tt I yPe
Roof Special
qty
1
MK I UNNEK H(JMES - SFB2 SCROUGHAM 2
Job Referene {ootional}
s_Jul25 2013 MiTek Induslries, Inc. Mon May05 10:3MO 2014ErFO-sCBDATSiRSeVF.}tRrFls\/Rtuc^6 r^ r^ru,7^r ^^ru-
Scale = 1:81.3
Il.
Ti.
t9 lt\l1*l
Plates Increase 1 .15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl Ltd
Vert(LL) -0.56 O >981 360
Vert(TL) -0.91 O-P >610 240
Hoz(TL) 0.62 J nta nta
Wind(LL) O.32 O >999 240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x6 DF SS
2x6 DF SS *Exceot'
F1,F7,F5:2x4 DF 1800F 1.6E
2x4 DF Stud/Std *Except*
W'f ,W2,W7,W15,W13:2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 2-g-7 oc purlins, except end verticals.
BOT CHORD Rigid ceiling direcflyapplied or 8-3-b oc bracing. Except:
6-5-0 oc bracing: B-p
6-1 1-0 oc bracing: O-p
WEBS 1 Row at midpt c-N
JOINTS 1 Brace at Jt(s): p, M, K
PLATES GRIP
MT20 220t195
MT20H 165/146
Weight: 387 lb FT = 20%
ek recommends that Stabilizers and reouired cross
be installed during truss erection, in accordance with Stabilizei
and R802.10.2 and referenced
REACTf ONS (tbl size) J=2259tQ5-8 (min. O-2-s), 9=237 A1O-S-B (min. 0_2_7)Max Horz B=253(LC 5)
Max UpliftJ=466(LC 6), B=-b56(LC 5)
!9|C^ES_-(P) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess excepr when shown.TOP CHORD B-C=-7717t179_6..C-D=-7!7511736,D-E={,474t149l, e-r=tszinoSi, F_G=_3914/876,G-H=4462t882, H-t=-3898/785, t-J=_2223t 495Bor cHoRD B-P=-1790i6897, o-p=-1523/6432, N-o=-1092/5314, M-N=-652/4006, L-M={40/3504,K-L=-653i3488
wEBS c-P=-253t'192,D-P=-148ts42, D-o=-738l335, E-o=-31s/1040, E-N=-1111/443, F-N=-71013404,G-N=-7781344, H-M=-S2l51 3, H-K=-1005/262, t_K=_573/31 98
NOTES
1 ) Unbalanced roof live loads have been considered for this desron.; design.
h=25ft: Cat ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf;w-rnd: AscE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft
left and right exposed ; Lumber DOL=1.33 plate grip bOL=1.33
3) All plates are MT20 plates unless otherwise inCicltbO.
4) Af l plates are 2x4 MI2O unless otheruise indicated.
5) This truss has been designed for a l0.o 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
"reas
*nere a rectangle 3-6-0 tall by 2-0-o wide will fitbetween 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 should veriry capacityof bearing surface.
t)
ll".lX"
mechanical connection (by others) of truss to bearing plate capable of withsranding 1 00 tb uptift at joint(s) except (jt=tb) J=466,B=556.
9) This huss is designed in accordance with the 2009 International Residential Code sections R502standard ANSI/TPI 1.
LOADCASE(S) Standard
S€le = 1:87.3
N
6x8 =
6x8 =6.00 FZ
7x10 :\
B
i
IVQ
7x1O =
SPAC|NG 2-0-0
Plates lncrease 1.'15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl L/d
Vert(LL) -0.18 M-N >999 360
Vert(TL) -0.26 M-N >999 240
Hoz(TL) 0.02 L n/a nta
Wind(LL) 0.05 B-N >999 240
Plate
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E.Exceot.
W5:2x4 DF Stud/Std
LOAD CASE(S) Standard
PI-ATES GRIP
MT20 220t195
Weight: 346 lb FF = 2oo/o
BRACING
TOP CHORD Sheathed or 5-7-15 oc ourlins.
BO_T CHORD Rigid ceiting directly apptieO or 6-0-0 oc bracing.
WEBS 1 Row at midpt E-1, D-M, c-L, F_L
Milek recommends that Stabilizers and required crosi bracinc
be installed during truss erection, in accordance with Stabilizei
REAcnoNs (lblsize) B=1222to-5-8 (min.0-1-8), L=3893/0-s-8 (min.0-4-2), t=668/0-3-8 (min. 0-1-8)Max Hoz B=-168(LC 6)
Max UpliftB=-314(LC 5), L=-628(Lc 5), t=-239(LC 6)
Max Grav B=1 341 (LC 9), L=3893(LC 1 ), t=S52iLC 1b)
I9IC-E9^_(l!) - !a1. Q9mp,/M9x. Ten. - Ail forces 250 (tb) or tess except when shown.TOP CHORD B-C=-2080/382, C-D=-',t723t392,D-E=4(ht172,E-F=O:rc2s, r-C=-Or,Srz, G-H=_678/365,Hl=-1039/304
BOT CHORD B-N=-380/1720, N-O=-qB/797, O-p=-88t7st, M_p=_88i797, M_e=_235/364, e_R=_235/364,L-R=-235l364, L-S=-578l241, S-r=-578t241, K_T =-578t241, tK=-243t798
WEBS C-N=€35/333, D-N=-241l1049, E-L=-1805/394, D-M=_1104t428, c-L=_i1,tr,1a31,
G-K=-245l1068, H-K={64/338, F-L=-g57l146, E_M=_294t1295
NOTES
1 ) Unbalanced roof live loads have been considered for this destgn.
2) Wind:ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4 2psf; h=25i; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gable end zone; cantitever
- !..ft und rightexposed ; LumberDOL=1.33 ptate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom Lhord live load nonconcurrent with any other live loads.5) - This truss has been designed for a.live load of 20.0psf on the bottom chord in all
"r"as
iuh"re a rectangle 3-6-0 tall by 2-0-0 wide will fitbelween the bottom chord and any other members, with BCDL = 7.0osf.
6) Provide mechanical connection (by others) oftruss to bearing plate iapable ofwithstanding 100 tb uplift atjoint(s) excepr (Jt=tb) B=31a,L=628, l=239.
7) This truss is designed in accordance with the 2009 International Residential Code sections Rs02.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
Smle = l:83.5
T
I
lq
T I,A
t9 lFI
6x12 MT20H | |
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl Ltd
Vert(LL) -0.55 O >999 360
Vert(TL) -0.89 O-P >625 240
Hoz(TL) 0.59 K nla nta
Wind(LL) 0.31 O-P >999 240
LoADlNc (psf)
IULL JC.U
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud/Std .Except.
W3,W1 3,W7,Wl't : 2x4 DF 1 800F 1.6E
PI.ATES GRIP
MT20 220t195
MT20H 165t146
Weight:lb FT =2O%
BRACING
TOP CHORD Sheathed or 2-9-T oc purlins, except end verticals.
BO.T CHORD Rigid ceiting direcfly applied or 6-5-i5 oc braong.
WEBS 1 Row at midpt G-M
MiTek recommends that Stabilizers and require.-rois bra-cing
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) B=2374I0-S-B (min. 0-2-71,K=22S9tO-s-8 (min. O_2_S)
Max Hoz B=243(LC 5)
Max UpliftB=-550(LC 5), K=a58(LC 6)
I9!C^E9-_(l!) - !a1. Cqmp,/Mgx. Ten. - Ail forces 2SO (tb) or tess except when shown.ToP cHoRD B-c=-7712t1762, c-D=-737st17o2, D-E=-6474t145a, E-F=-s001/1oagi, r-c=<2sqrc4s,G-H=4422t993, H-t=-4455/850, rJ=-39O0t77 2, J_K=-2223t 487Bor cHORD B-P=-1749/6897, o-P=-1480/6432, N-o=-1044/5313, M-N=-s55/3713, L-M=-642l3506wEBS D-P=-1501522, G-M=-360/760, F-N=-356/1850, G-N=-269/1354, o-o=-znolsgg, E-o=-320l1050,E-N=-101 7/415, H-M=-507/268, t-M=-431549, tL=-1007 t2S7.J-L=-s6S/3202
NOTES
1) Unbalanced roof live loads have been considered for this deslon.
2) Wjnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4-2psf; h=25i; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantitever
_ lgtt qnd right exposed ; Lumber DOL=1.33 ptate grip bOL=t.SS
!f eryvlCe adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This huss has been designed for a 10.0 psf bottom chord rive road nonconcurrent with any other rive roads.6) . This truss has been .designed for a.live load of 20.0psf on the bottom cnoro in ait ireai Jvnere a rectangte 3-6-0 ta1 byq2-0-0 wide wi1 fitbetween the bottom chord and any other members.
7) Bearing at joint(s) B, K considers parallel to grain value using ANsl/TPl 1 angle to grain formula. Building designer shoutd verifycapacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift ar joint(s) except [t=tb) 8=550,K=458.
9) This truss is designed in accordance with the 2009 International Residential code sections R502.11.1 and Rgo2.1o.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
S€le = 1:87.3
o
6ooLE
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl
Vert(LL) -0.19 M-N >999
Vert(TL) -0.27 M-N >999
Hoz(TL) 0.02 L nta
Wind(LL) 0.05 B-N >999
L/d
360
240
nla
240
LOADING (psO
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2xG DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E.Exceot-
W5: 2x4 DF Stud/Std
PI.ATES
MT2O
GRIP
220t195
Weight: 342 lb FI = 20o/o
BRACING
TOP CHORD Sheathed or 5-7-5 oc purlins.
.BOl_CHORD Rigid ceiling direcfly applied or 6-0-0 oc bracrng.
WEBS 1 Row at midpt E-L, F-L, D_M, c-L
Mr Iek recommends that Stabilizers and required crosi bracino
be installed during truss ereclion, in accordance with Stabilizei
REAcrloNs (lb/size) B=123210-5{ (min. o-1-8), L=38s9/o-5-8 (min. o4-2), t=689/0-3-8 (min. 0-1-8)Max Hoz B=1 55(LC 5)
Max UptiftB=-316(LC 5), L=-595(LC 5), t=-2a3(LC 6)
Max Grav B=1 361 (LC 9), L=3859(LC 1 ), t=Ss7(LC 1 O)
I9!C_E9_,(!) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess excepr when shown.TOP CHORD B-C=-2131/390, C-D=-17731399, D-E=4i9l16S, E-F=-i7hO22,F-G=-70t1205,G_H=-697/312,
H-l=-1 059/250
Bor cHoRD B-N=-375/1768, \-o=_-991s12, o-p=-99/812, M-p=-99/812, M-e=43t327,L-e=43t327,
L-R=-5411236, R-S=-S411236, K-S=-5411236, t_K=_1 94/818
wEBs c-N=€59/343, D-N=-25111078, E-M=-261t1208, E-L=-2000/390, F-t=-gBBt142, D-M=-999/391,G-L=-1 021 /395, G-K=-255l1 095, H-K=-684/348
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 (tow-rise) gabte end zone; cantitever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This_truss has been designed for a 10.0 psf bottom Lhord live load nonconcurrent with any other live loads.5) ' This truss has been.designed for a Jive 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 BCOL = 7.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate iapable of withstanding 1 00 tb uplift at joint(s) except [t=tb) B=316,L=595, l=243.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1-1 and RgO2.j0.2 and referencedstandard ANSUTPI 1.
LOAD CASE(S) Standard
Scale = '1:83.5
i
I
It9
l@T I.A
i9 l
tNl
l^1
SPACTNG 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl
Vert(LL) -0.56 O >993
Vert(TL) -0.90 O-P >617
Hoz(TL) 0.61 K nla
Wind(LL) 0.30 O-P >999
Ud
360
240
nla
240
LoADING (ps0
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Studistd'Exceptt
W1,W4,W1 3,WZ,W 1 1: 2x4 DF 1800F 1.6E
REACTf ONS (lbl size) K=2259/0--5-8 (min. 0-2-5), 8=237 4 t0-S_8 (min. 0-2-7)
Max Horz8=231(LC S)
Max UptiftK=-446(LC 6), B=-5a0[c S)
BRACING
TOP CHORD Sheathed or 2-9-6 oc purlins, except end verticals
BOT CHORD Rigid ceiting direcfly applied or 6-7-4 oc bracing.
PI.ATES GRIP
MT20 220t195
MT20H 165t'146
Weight: 307 b Fr = 20%
MiTek recommends that Stabilizers and required-ross bracing
be installed during truss erection, in accordance with Stabilizer
I!!C_ES lP) - tttax. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.ToP cHORD B-c=-7713t1712, c-D=-7314t't682, D-E=-647st1399, E-F=-b0s2/1001, F-G=4992/1009,
G-H= 434 1 t921, H-t=-4453/81 5, t-J=-3903/750, J -K=_2222 | 47 5Bor cHoRD B-P=-1 690/6893 , o-P=-1420t6440, N-o=-973l5294, M-N=-551/3871, L-M=-623/351 1wEBS D-P=-1511494, F-N=-328l1757, G-N=-316/1210, G-M=-2951451, D-o'=-75BtM7,E-o=-328l1069,
E-N=-829/359, H-M=-349t21 1, t-M=-761607, tL=_1 01 1 t2s3, J_L=_547 t32OB
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wjnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (tow_rise) gabte end zone; cantitever
- Igft "nd
right exposed ; LumberDOL=1.33 plate grip DOL=1.33
!) f19v1Oe 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.Opsf on the bottom chord in all
"reas
*here
"
|.*t"ngl" 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
7) Bearing at joint(s) K, B considers parallel to grain value using ANSIiTPI 1 angle to grain formula. Building designer should verifycapacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 tb uplift at joint(s) except [t=tb) K=446,B=540.
9) This huss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
Scale = 1:87.3
: 60oFz
7x10 =
E
7x10 =
G 4xO :\
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress lncr YES
Code lRC2009/TP12007
DEFL in (loc) tidefl L/d
Vert(LL) -0.17 N-O >999 360
Vert(TL) -0.25 N-O >999 24O
Hotz(TL) 0.02 M nia nla
Wind(LL) 0.05 B-O >999 240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E *Exceot.
\N5:2x4 DF Stud/Std
PI-ATES GRIP
MT20 220t195
Weight: 348 b Ff = 2oo/o
BRACING
TOP CHORD Sheathed or 5-6-14 oc ourlins.
.BO.T CHORD Rigid ceiting direcfly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt D-N, E-N, F-M. G_M. H_M
ek recommends that Stabilizers and requireO cross Uracing
be installed during truss erection, in accordance with Stabilizer
BOT CHORD
WEBS
NOTES
REAcrloNs (lb/size) B=125lto^-s;e (min.0-1{), M=3819/0-5-8 (min.04-1), J=703/o-3-8 (min. 0-1-8)Max HozB=143(LC 5)
Max UpliftB=-318(LC 5), M=-56s(LC s), J=-2aa(LC 6)Max GravB=137a(LC 9), M=3S19(LC 1), J=BS5iLC 1b)
I9lG^q9^_(l!) - !a1. C-gqrg,lMax. Ten. - Ail forces 250 (tb) or tess except when shown.ToP cHoRD B-c=-2156/395, c-D=-1798/404, D-E=486t177, E-F=-346l160, F-G=$it1112,G-H=-61/1083,H J=-689/275, tJ= -1 051 t246
8-0=-36711789, O-P=-1111845, P-e=-111i845, N-e=-1111845, N-R=-4191346, R_S=_419/346,M-S=-4191346, M-T=-500/233, T-U=-500/233, L-U=-500/233. J-L=-162t81 1
C-O=-6511342, D-O=-251l1064,_D-N=-1003/385, F-N=-246t1437,F_M=_1999/387, e_M=-727r82,H-M=-1016/387, H-L=-256/1087, t-L=-681/348
1) Unbalanced roof live loads have been considered for this desion.
2) W-ind: ASCE 7-05; 90mph; TCDL=4.2psf; BcDL=4.2psf; h=25i; cat. ll; Exp c; enctosed; MWFR3 (tow-rise) gable end zone; canritever
Left and right exposed ; Lumber DOL=1 .33 ptate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf 6ottom ihord live load nonconcurrent with any other live loads.5) - This truss has been designed for a.live load of 2o.0psf on the bottom chord in all areas rhere a rectangle 3-60 tall by 2-0-0 wide wiil fitbetween the bottom chord and any other members, with BCDL = 7.0osf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except [t=tb) B=31 g,M=565, J=244.
7) 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.
LOAD CASE(S) Standard
6.00 F4
4xO /-
D
Ex12Mf20H-----
Scale = 1:83.5
T
l
l*
T l"il9
\l
l^l
6x12 MT20H I
Pfates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl Lld
Vert(LL) -0.62 M-N >891 360
Vert(TL) -1.00 M-N >553 240
Horz(TL) 0.69 J nta nla
Wind(LL) 0.32 M-N >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 Stud/Std *Exceot*
W2,W12,W10,W4,W6: 2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 2-94 oc purlins, except end verticals.BO.T CHORD Rigid ceiling direcfly airplied or 6-B_i4 oc bracrng.WEBS 1 Row at midpt F-L
PI.ATES GRIP
MT20 220t195
MT20H 165t't46
Weight: 299 lb F-t = 2ooh
MiTek recommends tnat StabilEers anO required cross
be installed during truss erection, in accordance with Stabilizei
REACTf ONS (lbl size) J=2259t0-5-8 (min. 0-2-S\, 8=237 4tO_S-8 (min. 0_2-7)
Max Hoz B=218(LC 5)
Max UptiftJ=-433(LC 6), B=-529(LC 5)
I9IC^q9^ll!) - !a1. Cqmp,/Mgx. Ten. - A| forces 250 (tb) or tess except when shown.ToP cHoRD B-c=-7717t16s3, c-D=-7379t16o3, D-E=-6499/13cs,e-r=-6tziti.iio, r-c=-ssttfico,G-H=4467 t7 7 5, H-t=-3908/733, rJ=-2220t 460Bor cHORD B-o=-1622t6897 , N-o=-1 350/6427, M-N=-869/5238, L-M=-835/5661, K-L=610/3520WEBS D-o=-165/498, E-M=-198t1743, F-M=-258l1535, F_L=-2s9s/a6s, t4a=_ififj21s,D-N=-7071345, E-N=_365/1131, G_L=_167t1260,H_L=_123t737,A_x=_,tozZtzsz
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 (low+ise) gable end zone: cantitever
- ljtft and right exposed ; Lumber DOL=1.33 ptate grip bOL=t.OS
3-l lLovide adequate drainage to prevent water ponCing.
4) All plates are MT20 plates unless otherwise indicat;d.
5) This truss has been designed fo_r 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
"noiJ
in air
"rlal
rirtrere a rectantu 36-0 ta1 by 2-0-0 wide wi' fitbetween 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 should verify capacityof bearing surface.
u,
El"u"rg:
mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 tb uptift at joint(s) except (it=tb) J=433,
9) This truss is designed in accordance with the 2009 International Residential code sections R502.1 .l .1 and Rg02.10.2 ahd referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
lD:_poUHOvUuHPT4tfS
6.00 F2
S€le = l:87.7
AJ nt AH AG AF
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL 0.0 -
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2009/TPt2007
csl
TC 0.03
BC 0.02
WB 0,13
(Matrix)
DEFL in (toc) t/defl Ud
Vert(LL) 0.00 AD ntr 120
Vert(TL) 0.00 AD ntr 120
Horz(TL) 0.01 AD nla nla
PI.ATES GRIP
MT20 220t195
Weight: 414 lb FT = 20o/o
LUMBER
TOP CHORD
BOT CHORD
OTHERS
2x6 DF SS
2xO DF SS
2x4 DF Stud/Std *Exceot"
ST9,ST8,ST7: 2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BO.T CHORD Rigid ceiting direcfly apptied or 10_0-0 oc bracrng.wErrs 1 Row at midpt p-AR, O_AS, N_AT, M:AU, K-AV, e-Ae.
R-AP, S-AO, U-AN
ek recommends that Stabilizerslnd required crossbe installed during truss erection, in ac"orOince *itnGt"Uif-i="i
REACTIONS Att bearings 50-8-0.
(lb) - Max HozB=-130(LC 6)
Max Uptift Ail uptift l00.tb or tessar joinr(s) B, AR, AS, AT, AU, AV, AW, AX, AZ, BA,BB, BC, BD, AQ, AP, AO, AM, AL, AJ, AI, AH, AG, AF, AbMax Grav All reactions 250 lb or less at ioin(s) AR, nS, nf, nU, AV, nW, AX, AZ, BA,BB, 8.9:fq,lI,49,AN,AM, AL, Aj, nr,'nu, nc'exiepid=)lgiic 1),.8D=.2e8(Lc a),AF=298(LC 1 0), AD=25e(Lc 1 )
FORCES (rb) - Max. Comp./Max. Ten. - Ail forces 250 (rb) or ress except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this destgn.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; cantitever
^. left and _right exposed ; Lumber DOL= 1 .33 plate grip bCil=t .a33) Truss designed for wind loads in the plane of thd tiuss only. For.studs exposed to wind (normal to the face), see standard Industry
.. Gable. End Detairs as appricabre, or consurt quarified buirding aesigner
"s ;"iAirilni;irl'4) Provide adequate drainage to prevent water ionding.5) All plates are 2x4 MT20 unless otheMise indicated.-
6) Gable requires continuous bottom chord bearino.
7) Gable studs spaced at 2-0-0 oc.
8) This. truss has been designed for a 1 0.0 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 bottom chord in all
"r"ui
iun"r" a rectangte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AR, AS, AT, AU,AV, AW, AX, Az, BA, BB, BC, BD, AQ, AP, AO, AM, AL, AJ, AI, AH, Ab, AF, AD.
_-_ -
1 1) This truss is designed in accordance with the 2009 lhternational Residential bode sections R502.1 1 .1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale = 1:81.0
6.00 F2 4x6 =
TU
AC
o
l*
1R
AX
4x6 =
AP
7x10 =
AJ AHAI
4x6 =
AQ
SPAC|NG 2-O-O
Pfates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl Ltd
Vert(LL) -0.00 A n/r 120
Vert(TL) 0.00 A n/r 120
Hoz(TL) 0.00 AD nta nta
LOADING (psO
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
PI.ATES GRIP
MT20 220t195
Weight:394 b Ff =20o/.
2x6 DF SS
2x6 DF SS
2x4 DF Stud/Std
2x4 DF Stud/Std *Exceot*
ST9,ST8,ST7,ST10,ST1 1: 2x4 DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.BO.T CHORD Rigid ceiting directly apptied or 10-d_0 oc bracrng.vvtrb5 1 f{ow at midpt o_AQ, N-AR, M-As, K-AT, p-Ap, Q-AO.
R-AN, S-AM. U-AL
MiTek recommends that Stabilizers anO requireA cross OEcingbe installed during truss erection, in accordance with Stabilizer
Max uprift Ail uprift 100 rb or ress-at joint(s) Ae, AR, As, AT, AU, AV, AX, Ay, Az, BA, BB, Ap, Ao, AN, AM, AK, AJ,AH, AG, AF, B exceptAE=-115(LC 6)
Max crav Ail reacrions ?Sq ! gr_.!e$ at join(siA-D-,Ae, AR, AS, AT, AU, AV, AX, Ay, nz, BA, Ap, AO, AN, AM, AL,AK, AJ, AH, AG, AF, AE, B except BB=291(LC 9)
I9lc^!9^-(l!) - VgI. q9Tp.1M9x. Ten. -ail forces 250 (tb) or ress except when shown.TOP CHORD J-K=48t263,\-t-=-39!252,L-M=-12t253, ',tt4-N=-StZSS,
ir-O=_Si2se-, o-p=_9/253, p_Q=_8/253,
Q-R=-81253, R-S={/2s3, S-T=_1 0/2S3, T _U=-34 t252. U _v = -47 t2is
NOTES
1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: AscE 7-05; 90mph; TCDL=4.2psf; BCDL=4.zpsf; h=2!E cat. lt; Exp c; enctosed; MWFRS (tow-rise) gable end zone; cantitever
-. left and right exposed ; Lumber DOL=1 .33 ptate grip bOL= t _SS
3) Truss designed for wind loads in the plane of the tiuss only. For.studs exposed to. wind (normal to the face), see standard Industry
.. Gable. End Detairs as appricabre, or consurt quarified buirding designer as ier erusnpr-tl
1l llgvide adequate drainage to prevent water ironding.5) Alf pfates are 2x4 Mf2O unless otherwise indicated.-
6) Gable requires continuous bottom chord bearino.
7) Gable studs spaced at 2-O-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.e)
;*,1::tj:^:nf;'j"j:j^",:s:""dj::i.15 l:ilgl?o opsr on the bottom chord in ar areas inere a recranste 3-6-0 tal by 2-0-0 wide wi1 ritbetween the bottom chord and any other members.
) Provide mechanical connection_(byothers) oftruss to bearing plate capable ofwithstandiAV, AX, AY, Az, BA, BB, Ap, AO, AN, AM, AK, AJ, AH, AG, AF, e
"*i;;iO1ib);i-J;s.
REACTIONS Att bearings 46-6-0.
(lb) - Max Horz B=206(LC 5)
10) Provide mechanical connectionrrevruc rrrectralircar connedlon (oy otners) ol truss to bearino plate capable of withstanding 100 lb uplift at joint(s) AO, AR, AS, AT, AU,AV, AX, AY, nz, BA, BB, AP, Ao, AN, AM, AK, AJ, AH, AG, AF. e
"*"Loiritiui
;ie=iri "
1 1) This truss is designed in accordance with the 2009 tnternaiionai n""io"liiJi cli"
-"""tion"
R502.1 1 .1 and RBo2.1o.2 and referencedstandard ANSUTPI 1.
LOAD CASE(S) Standard
q
q
Scale = 1:32.6
t9t9lo
SPAC|NG 2_0-0
Plates Increase 1.1S
Lumber Increase '1.15
Rep Stress Incr YES
Code lRC2009iTPl2007
DEFL in (toc) Udefl
Vert(LL) -0.11 E-F >999
Vert(TL) -0.25 E-F >8Bl
Hoz(TL) 0.04 E n/a
W;nd(LL) 0.04 A-F >999
Ltd
360
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD
BOT CHORD
WEBS
WEDGE
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT20 220t195
Weight: 77 lb FT = 20o/o
Sheathed or 5-9-4 oc purlins.
Rigid ceiling directly apptied or 1O-O-O oc bracino.
MiTek recommenos that Stau@
be installed during truss erection, in accordance with StabilizerLeft: 2x6 DF SS, Right: 2x6 DF SS
REACTIONS (lb/size) A=894/O!{ (min. 0-1-8), E=894/0_3_O (min. O_1_8)Max HozA=_64(LC 3)
Max UpliftA=-190(LC 5), E=-190(LC 6)
l9!C^q?^!!) - Y?( CompJM-ax. Ten. - Ail forces 250 (tb) or tess excepr when shown.TOP C HORD A-B=-1 463 I 326, B_C= -1 O92t 24 4, C -O= _1 riSZ tZql, D_E=-1 463/326BOT CHORD A-F=-28511224, E-F=-223t 1224
WEBS C-F=-82t527,D-F=419t206,8-F=-419t2O6
NOTES
1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph; TCDL=4.2psf; BcDl=4.zpsf; h=25fr; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; canritever- left and right exposed ; Lumber DOL=1.33 ptate grip bCil=t.OS
3) This truss has been designed for a 10.0 psi botto-m chord live load nonconcurrent with any other live loads.4) - This truss has been design€d for a.live load of 2o.0psf on the bottom chord in all
"reai
iun"r" a rectangte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
t,
E:"iJ3:
mechanical connection (by others) of truss to bearing plare capabte of withstanding 1 oo tb uptift ar joint(s) except (jt=tb) A=1 90,
6) 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
4x6 =Scale = 1:33.8
Plates Increase 1.15
Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2009/TPt2O07
DEFL in (toc) l/defl
Vert(LL) -0.11 B-H >999
Vert(TL) -O.24 B-H >901
Hoz(TL) 0.04 F nta
Wind(LL) 0.03 F-H >999
Ud
360
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
WEDGE
WEBS
NOTES
PI.ATES GRIP
MT20 220t195
Weight: 99 lb F-t = 20oh
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
2x4 DF Stud/Std
E-H=-403/1 97, C-H=403/1 97, D-H=-7 2tSO2
BRACING
TOP CHORD
BOT CHORD
Left: 2x6 DF SS, Right: 2x6 DF SS
REACTIONS (tb/size) B=994i!lS (min. 0_1_8), F=994/0-3_8 (min. 0_1-8)Max Horz B=72(LC 5)
Max UptiftB=-25.t (LC s), F=-251(Lc 6)
I9lC-q|^tP) - Max. Comp./Max. Ten. -Ail forces 250 (tb) or tess except when shownTOp C HO RD B-C= -1 4 50 | 31 2, C_D=-1 070/236, O-e)tlit o t zsa, E-F=_1 450/3 1 3BOT CHORD B-H=-263l1191, F-H=-191/1191
1 ) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TCDL=4.2pSI; BcDL=4.2pit; r'=zsi; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gable end zone; cantilever^. left and.right exposed ; Lumber DOL=1 .3t ptate gritb(jl=r .sS3) Truss designed forwind loads in the planeofthitiu"" onty. For.studs exposed to wind (normal to the face), see standard Industry.. Gable End Details as appricabre, or.c6nsurt quatirieo nuiioing designer as b"inr.rsrnpirl4) Alf plates arc '1.5x4 MT20 unless otherwise i;dicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been desioned for a 10'o psf bottom chord live load nonconcurrent with any other live loads.4;J,T:ilir'"H-n":ffit*T#t:,9?";"J"iio ;;;i;n tn" notto' "noiJ in "ir ",Lalwhere a recrangre 3-6-0 tan by 2-0-0 wide wir rit
t)
F:?:f
mechanical connection (by others) of truss to bearing plate capabte of withstanding 1 00 tb uptifr at joint(s) except [r=tb) 8=251,
t)
l::fl';tii3ffi'3ii:
'. accordance with the 2009 International Residenriat code sections R502.11.1 and R802..10.2 and referenced
LOAITCASE(S) Standard
Sheathed or 5-10-7 oc purlins
Rigid ceiling dilectly applied or 10-0-0 oc bracino.