HomeMy WebLinkAboutALL DOCS - 12-00199 - 760 Griffin St - SFRBuilding Permit No:
Applicable Edition of Gode:
Site Address:
Use and OccuPancY:
Type of Gonstruction:
Design OccuPant Load:
Sprinkler SYstem Required:
Name and Address of Owner:
Contractor:
Special Conditions:
OccuPancY:
ctassified.
Date G.O. lssued:
C.O lssued bY:
Building Official
Plumbing
Electrical
12 00199
lnternational Building Code 2009
760 Griffin Street
Singte FamilY Residential
Type V, non-rated
N/A
No
Kartchner Homes
Unfinished Basement
Residential - 2 units or less' permanent in nature
rhis certiricare, jssue d pursuant:2t!.?^:::'i#T:;^7::::i;:,t}:^:"'r'i? l[:{Ji,X',#ih?ii:':::':*Xf,t:,;"::""ifr!'iiff:'"i:n':;?:ri:!::";!,,-il/;',*'::,",i::;::i:':;nni!2l"Y3ii-,?:ii-",;;?:'A?":tr^::;;:ii:"':'i;::;7i|:;Llinjz:limn::,'!,2:"0" ''
":;::Zizi!;,::'::'":i":"::;:i::;:;;
i;"u"""i"i inii tn' proposed occupancv was
/*
There sha, be no further change in lhg,"Ilrllng occupancy crassification of the building nor shall any structural changes'
modifications or additio'n, n" ri"o" to tne ouirJi,ig:;""ili"r,i"",nJ#iJniir'in" euiro'lng'bffi"i"r his reviewed and
approved said future changes'
Fire InsPec ro,t {' { L
bertificate of Occupancy
]xit4gtltG
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CitY of Rexburg
Department of Gom munitv.Deve:::t"n'
35 N. lst E. / Rexburg' tD' 83440
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RESIDENTIAL BUILDING PERMIT
35 N 1" E, RE)CBURG, ID 83440
208-372-2326
PARCEL NUMBER:
Please Completile Entke Application!
If tle question does not apply iill in NA for non applicable
APPLICATION
( We will provide this fot You)
SUBDTVISToN: H en d e-rs o n UNIT# BLICK# B LoT# 7
(Addressing is based on the information - must be accutate)
Dwelling Units:Patcel Actes:
CONTACT PHONE #
PROPERTY ADDRESS:
PHONE #: Home ( )
R MAILING ADDRE SS, :,t a<
I E $-rLf+clr.rP ;'hlr'rzt' L'trYa
APPLICANT (If othet than ownet)
l1ppti.*t if o11ei ttran owner, a statement authorizing applicant to act as agent fot owner must accompany this application')
APPLICANT INFORMATION: ADDRESS CITY:
STATE; ZIP-EMAIT FAX
PHONE #: Home ( )\7ork ( )Cell(
CONTRACTOR:
MAILING ADD "1 .-1 r'* l;":
... r: ]--
many buildings are ocated on this proPertY?.
Did you recently pwchase this property? No Yes (If yes, list previous owner's name)-
Is this a lot split? NO YES please bring copy of new legal description of property)
PROPOSED
Ft-fD-rrP{W: I
(ie., $y n.ria"E>Uulti Family, Apartments, Remodel, Garage, Commercial, Addition, Etc')
APPLICANT,S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under oenalw of periuq/ i rrereby certify that I have tead this
applicatioo and state that the information herein is corect and I swear that any information whichmal lili."ft.t b.-gi"en by_me in hearings befote the .
planning and ZonngCommission or the City Council for the City o6 pgal,rrg shall be truthful -4(orr..t. I "gr.. io comgly rlth all Crty regulations and
State b#s relating tJthe subject matter of this application and heieby authorized replesentativeslof the City to enter upon the- above-mentioned property
for inspections p*o1por... Nbfe' The building official may revoke a permit on approval issu,Pd ,rrrd., the'provisions of the 2003 Intemational Code in
cases of any false sltement or misrepresentatio-n of fact in th. ,ppli."tiott ot otr the plaos of, which th. p.t-it ot approval was based. Pemit void if not
stated within 1,P0 t void if work stops for 180 days.
I
_/ -/
DATE
ARNING - BUILDING PERMIT MUST BE P'6519P ON CONSTRUCTION SITE!
Plan fees are non-refundable and are paid in full at thg'ti*e of application beginning laslzryJ-2M
City of Rexburgts Acceptance of the plan revi,.* Le does not constitute plan apptoval
xxBuilding Permii Fees are du1 at time of application** *lfB.riklioS Petmits are void if your check does not clear**
Signatute of
l\u,,
CITY OF
35 N. lot E,, Rexbu<g, Id 83{40
F+*+***+**r***Vatet lVreter size:
Requircd!!!
5-
Building Sofety Deportmenl
clty ol Rexburg
o\)nNERS "et* l\ar*<lqhar t*W
PROPERWADDRESS '7t o 6riFf;* <1. fuybu? peunir#
Vater Meter Qtlautltyl
Plumbing
Cdl Phone@S
s,*(?bf))302
(C9MMBRCIAL/IND-UsTR'tAL)TotaIcoetofptumblngsystcm(Gon|rectedAmount)$-
(uirf llc corl ottnohinh intalhl ngaMha aJ1l1spr,ll ttblhhait.Tlc liet litd-ttniq.thf huttclion nrn thall oooh ro(ttittrkl llc cotl of tnohink inlallal ngoMha. at fo fntlX uQjlyhA i. 'Ikc lu lfkrt ttrular. this ittgaliort f fall op2! nnol rpcificdl$ tttenliottsd eketyhav oa lbittoua),
tr Up to $10p00 (rotsl cosr of sysrem x 0.02) + 60 = $o Bctween $10,001- $1001000 ( (total cost of systcm - 10.'000) x 0.01) * g2e o = g
o ovct $100,001 ( (rorel cosr of system - 100,00'0) x o.obs) * gl,1d0 = g
RESIDBNTIAL
Nav Slnglc tnnlly Dlval2r* lncludtng all bulldtnge n llh rulrtng bclng eonatuctcd on cnch propcrry. (*Beeed on llulag cpace,s c c dc fr.ol t I o.a b elofU)
n Up ro 1,500 eq fr - $130 D 1,501 ro 2,500 sq fr _ g1g5
tr ' 2'501 co3,500 sg ft-$;260 o 3,501 ro a,sOo sq Et-{r2str over d500 cq ft $325 plus $65 for eech nddidonsl 1pD0 sq ft. or portion rhcrcof (grzs + (g6i x # of eddirionel1.000 sg. ft o' portion rhcrcoO).
Nev lt{uhl-Penlly -DveUng (Contrectots Oaly)
o DuplcxApnnrncnt 9260
o Thrcc ot morc multi-family^uoits: $130-pcr building plus $65 pcr unir: ($130 x fof buitdiage) + (.ft65 s # of unirs)tr Exletlng Reeldence, and Derached Shop: g65 fccplus gl0 pcr frxtuie .rp to tl.,e,oir",il oFil. "oo.rp.naingeq. ft of the bwlding ($65 + ($10 x # of fixtuesD
0 Graywater Sye tems: $1ll0B Lawl SprlnHere/Beckflow Devlcel $65o Modrrlnr, Manufnctured or Motrlle }fomee: $65 for scrver and rvalcr shrb conncctionso Mrrltlpurpoae Fite Sprtnldct and Donreetlc'Vatet Supply System: $65 fcc or $4 pct sprinklcr hcad, rvhichancrir grcetcr
Sevet & lYatct
tr $36 Scrvcr Linc n$38 Watct Linc o965 Servcr & \iletct- if inspcctcd at thc samc timctr $65 Sover nunaround undcr housc (chrngc frorn scptic ro city)
MISCELI.ANEOUS
tr PIan Chccl<: 965 pcr hour
tr Technlcal Serylce: $65 per lrour
, o Gas Ltne; $65
o Vatcr Hecter Replacemclrtl 965
o Rcquce(cd Inepcctlonl 965
o Hydtorric Hearlngl $65 + ($10 x # of manifoldr/zo,res)
+Livins SDrcc - epacc within a d'rvclling unit intcndcd 6or human habitation rvhich rnay rcaronably bc utilizcd fot r;cping, cating, cooking,bathing, rvaohingr rGc{cationr sqd e a$iedon prrrposcE. .An uafinished basemcot is cor,ridcr.d p.ri of thc liying apacc.
REXBURG
tlnnintl Faul$t o,nmui ty
Contrqccor Liccnsenumbcr&
,l,tLf-tL-----B;-- -
Building Sofety Deporlment
City of Rexburg
CITY OT
BE4BJE9
Anterica\ Fhttrily Camnw it1:
35 N. 1't E., Rexburg, Id 83440
OWNERS NAME
Requircd!!!Mechanical
Mechanical Contractor's Name
Address
celJPhoneffi)
Fo(
(c OMMERCTAL/INDISrRrAL) Total :g :t gf pl"tbing system (con*acted Amount) $_(ncludes tbe cost of materiah iit!:atle4 ncdr/le$ oJilepartl sttppbing t. inrpu turFooar tbit ittspntion lpe thatl alplt toinstallatiou not speczftal! nentioned elseaben oi tt;i1ori1.
tr Up to $10,000 ^- @e[-cost of sFtela x 0.02) + 60 = $tr Between $10,001 - $100'000 1 (tot"r ."rt JErt.- - to.'itoo) x 0.01) + g260 = g
:,_.-3Jjll1oo,oot 1(tot"t.ort of ,Ft.-lloiFo'cr) x 0.005) * g1,160 = gRESIDENTIAL
hfew: single Farnily Dwelling, iacluding aII buildiags with viring being constuucted on each propetgr. (xBased on Euing.space,see definition below)
f 2,501 to3,500 sq ft - g260 D 1'501 to 2'500 sq ft - $195
{ n 6;;Jil'q ri $32s plus g65 ror each additional 1,000 sq nl.,';ll1J;l*:,t}t tt - $325
IVew: Multi-Fantily Dweniag (contractots 8#;
. ($65 x # of additional 1,b00 sq' ft or portion thereoo).
tr DuplexAparrment $260tr Three or more multi-family units: $130 per buildingplus $65 p_er unir ($130 x # of buildings) + ($os x # orun;tr)! Existing Residence, Modulat, Manulacturea oi ilaobite fro-..
";d D.t".h.d shop: g65 fee plus g10 per**HVAC equipment being installed up to the maximum of the corresponding sq. ft. of the building
MrSCELr-ANEOUS
($65 + ($10 x # of fixtwes))
tr Plan Check 965 perhour
tr Technical Service: $65 per hour
tr Gas Line:965
tr Water Ffeater Replacement: $65
tr Requested Inspection: g65
D Fireplace/Solid FueI Buming Appliance: g65 per inspection
*Living space - space within a dwelling unit intended for human habitation whigh may.teasonably be utilized for sleeping, eating, cooking,bathing, washing, rcctegttgaTand,t*it"=tion pruposes. An unfinished basementis considered patt of the ,,flng space.**Examples of ffVaC eligipg:3ggi$,"ce*ep1'acement, solar, water he ^tet, etc.,,?/
-4-ts-tr
i*-rb.t{. hf.t-t i *usinessName l),r ll+c*xt t\c'an^*.4
,,*,itiu,ft(lY4M brtl
License numbet'& Exp. date Date
Bu g Sofety Depqrlme
35 N. 1"t E'., Rexbug, Id g3440
Phone - Q08)3 59 -3020 / Hotline - eOB)37 2-23 44 / F a-;< _ (2Og)3 59 _3022
OWNER'S NAME
PROPERTYADDRESS
SUBDTWSION
Cify of Rexburg
CITY OF
B4XgBq
Amcrica! tlu n ily Co nm u nity
Pemit# la 6C/q1
PI{ASE_ror
Pe*mooro,4f Po,',tr"
Requited!!!ELECTRICAL
Electdcal Contractor,s Name Lt.- /-/Business Name
*i;'t i*r, *u**Addtess D .ir-l d{f k s**-_l-b,__ zip 5_44 t4 p_CellPhone (,.)$Phone ( )r^"Q1,5 frt;{;ti ,,A I +
ff:m:*?H!Hf,:m,!::l:::::.r:l':"i:"1.ve,e-1"ol,,,".,.uAmoun,)$-f::Y;;::,;';,rl;::;:i::;:'!:;::;:::o1ir',po,t1',nppfig; i;;;;;;;;;i,"';,;,;;:';;;";;::,tr;;;:l), * *r,,*, iuta,ationsnot rpufita@ nentioned ebephery on tbhforn).
tr Up to $10p00 @tal sost of system x 0.02) + 60 = $
: 3:.T'.:il911,.,001-9100,000 (i@o.o.t; * $260= str Over 9100,001rr r-lver vruu'uu ( (total cost ofsvstem - 100.00b) x o.obs) i gt,te o = Esmall vorks (conftactors oNL!: $1b'e r- 'roErotEG,'g $200 in cost and. notsetyice corrrrections. Does NOT requfue inspection.
RESIDENTIAL
and not involving a change in
A[ew: siagle FamilyDwelhng, iacluding all buildings with vznng being constructed on each ptopetqr. (*Based on liuing space,see defrnitioa below)
tr Up to 1,500 sq ft _ g130
tr 2,501 to3,500 sq ft - fi260
o 1':91 to 2,500 sq ft - $195
D over 4,50b ,q rj $szs plus g65 for each additional 1,000 sq nf "r';llrt"',i*:rl}i-1"tt-"*"x # of additionar- - _ 1.O00 sq. ft. or oortion thereoO).
AIew: MuItLFamiIy Dwelliag (Co ntrac tu; OnIy)tr Duplex Aparrnent 9260D Three ot more multi-family units: $130 per buildingplus $65.per unir ($130 x # of buildingE + ($65 x # of units)tr Existing Residence, Moiulat, Manufactutea oivronii. Ao-.", ,;; D;;h.d shop: g65 fee plus g10 perbranch circuig up to the maximum "f th. .::;.;;;;g,,n. ,.. "r*. bddhs@tr central Heating/cooling systems: g65 \xhei Noi'prr't of new tesidentiirEvac pennit vrith no addilnalWiti"g
D spas, Frot Troj, and swimming pools: $65 fee for each triF to inspectPunps-lVate4 hrigatioa, Sewage leach m oti4tr 965 up to 25Hp ng95 _ 26 io 200Hp ng130 over 200 Hp
MISCELI.ANEOUS
tr Tempotary consftuction setvices oNLY: 200 ampor less, one location (for a period not to exceed 1 year) - $65D Temporary Amusement $65 fee prus $10 per dde, lor..rrioo or generatortr rrdgation Machine: $65 for center pivot plus $10 per tower of drive motor! Technical Service: $65 per hour
tr Plan Check 965 perhour
tr Requested Inspection: $65
:L1v1og Spac-e.- space wir]ria a drverling unit inteoded fot human habitation wu"*i"!,.i'rrrr;"g,"..t.",1.", and sanitatioa pruDoses. An ,nfini"L.r .""-*--Tln-T:t1:i::""bty b.t:{3:d fot sleeping, eating, cookingbathins *"t:
f,.:*r72.i:::"0.*it"iio., p*f",.r. a" unfinished u"r.-.rr?lr".Tilri:ffiHTlTffilr',.|;:.;
-t5-i?
Contractot License number & exp.Date
Building Sofety Depqrlmenl
www.rexburg.org
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
SUBCONTRACTOR LIST
CITY OF
REXBURG
A:me rica\ Fam ily Co m munity
Excavation&Eathwork, fr;trl * (j 5 gg - t- A*l
s n c-re,J* a 5Rt-') 8At
iuasonrv: ScL.lplr^reci 5*utaE ?c{'537S
A^nds 4.o{ln..i gt,l" ''lrl D - 65n5Roofing:
Ccirdc. lIs Jr.tSu. la-T-rC .*sl.Ll 58c
owwatt: C ft 0rl -;c,l I A t'l '"1 J5 - )4 55
Paintins: D (- *---.. .t \ \1{ {) a-s ,sl t\ 5 'f, I ' (i (a L a,
Floor 5q p - {'} } }att{eSs
ntrmlitg' f-fcl< s hct f lr-,'"ri'' inq JTt - 3 c'tlri
s
Heating:
Electtical: 5+ct..dt'-6! {ic*friL 1'/f 8553
Special Construction
(Manufacturer o t Supplie r)
RoofTrusses: Frrrnl{lin frutsS e5)-t, 1A{'
Floor/Ceilingloirtt, Br)c tJe-sf 351"- 47cJA
Sidine/ExtenorTnrn; ftLL SecrSan{> lccl- 585Q
Other
9
Buililg Sofety Depqrtmenl
www.rexburg.org
Remodeling Yout Building/Ifome (need total consffuctions esdmate, exduding fte, electrical, plumbing,
and Mechanical valuations) $
OF
35N l"E
Rexburg, lD 83440
City of Rexburg
Phone; 208.372.2326
Fax: 208.359.3022
REX3URG
Awe ricais Family Camma ni47
Residential
SURFACE SQUARE FOOTAGE: (Shall indude the exterior wall measutements of the building)
FirstFloor fuea 1,5 31 VnfinishedBasement area lr5 lO
Second floot/loft arca Finished basement
Third floot/loft atea-Garagert., 5 0\p
Shed ot Bam Caryot/Deck (30" above grade)Atea-
?on,^s Roorn 31o
Commercial
Consffuction Tl'tce:Occupancy Tlpe:
SURFACE SQUARE FOOTAGE: (Shall include the exteriot wall measutements of the building)
New Construction sq. ft.
Commetcial Remodel sq. ft.
Commercial Addition sq. ft.
Utility, Misc. Pdvate Garage sq. ft
Stomge sq. ft.
Multi-Family/Single Student lfousing
so. ft. oer unit
Manager Unit sq. ft.
Gompl iance Certificate
Project Title: winston model
2009lEcc
Rexburg, ldaho
Sinqle Familvgla6. taces ieo oeg. from North
1298ftz
130h
8693
5
Owner/Agent:
REScheck Software Version 4-4,2-3
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree DaYs:
Climate Zone:
Construction Site:
12 00199
760 Griffin St - SFR
Office Copy
Designer/Contractor:
Compliance: 2,2o/o Betler T han Gode
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o.c.
Orientation: Back
Wall 2: Wood Frame, 16" o'c.
Orientation: Right Side
Wall 3: Wood Frame, 16" o.c.
Orientation: Front
Wall 4: Wood Frame, 16" o.c'
Orientation: Left Side
Basement Wall 1: Solid Concrete or Masonry
Orientation: Back
Wall height 8.0'
Depth below grade: 6.5'
Insulation dePth: 8.0'
Basement Wall 2: Solid Concrete or Masonry
Orientation: Right Side
Wall height 8.0'
Depth below grade: 6.5'
Insulation depth: 8.0'
Basement Wall 3: Solid Concrete or Masonry
Orientation: Front
Wall height 8.0'
Depth below grade: 6.5'
Insulation dePth: 8.0'
Basement Wall 4: Solid Concrete or Masonry
Orientation: Left Side
Wall heighfi 8.0'
Depth below grade: 6.5'
Insulation dePth: 8.0'
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Back
Window 2: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Right Side
Window 3: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Back
34
16
17
15
19
22
18
0.0
0.0
0.0
0.0
0.0
0.0
0.0
358
340
402
'13.0308
1318
324
308
450
21.O
21.O
21.0
21.0
13.0
13.0/ o.o
20
17
13.0324
48
16 0.350
10 0.350
Project Title: winston model
Data filename: Untitled.rck
Report date: 04120112
Page 1 of 6
Window 4: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Right Side
Window 5: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Front
Door 1: Solid
Orientation: Back
Door 2: Glass
SHGC: 0.35
Orientation: Front
Furnace 1: Forced Hot Air 92 AFUE
Air Conditioner 1 : Electric Central Air 13 SEER
lo 0.350
0.350
0.010
0.350
18
42
4Z
Compliance Sfalemenf The proposed building design described here is consistent with the building plans, specifications' and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2009 lEcC requirements in
REScheckVersion 4.4.2.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
Project Title: winston model
Data filename: Untitled.rck
Report date: 04120112
Page 2 ot 6
REScheck Software Version 4.4,2-3
lnspection Ghecklist
Geilings:
fl Ceiling 'l: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation
Comments:
Above-Grade Walls:
E Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
E Wall 2: Wood Frame, 16" o.c', R-21 '0 cavity insulation
Comments:
E Watt 3: Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
E Wall 4: Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
Basement Walls:
E Basement Wall 1 : Solid Concrete or Masonry, 8.0' ht / 6.5' bg / 8.0' insul, R-13.0 cavity insulation
Comments:
E Basement Wall 2: Solid Concrete or Masonry, 8.0' ht / 6.5' bg / 8.0' insul, R-13.0 cavity insulation
Comments:
E Basement Wall 3: Solid Concrete or Masonry, 8.0' ht / 6.5' bg / 8'0' insul, R-13'0 cavity insulation
Comments:
E Basement Wall 4: Solid Concrete or Masonry, 8.0' ht / 6.5' bg / S.0' insul, R'13.0 cavity insulation
Comments:
Windows:
E Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0'350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Comments:
E Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0'350
For windows without labeled U-factors' describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Comments:
E Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? -Yes - No
Comments:
tr Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? -Yes - No
Comments:
E Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0'350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Project Title: winston model
Data filename: Untitled.rck
Report date: O4|2OI12
Page 3 of 6
Comments:
Doors:
E Door 1: Solid, U-factor: 0.010
Comments:
E Door 2: Glass, U-factor: 0.350
Comments:
Heating and Cooling EquiPment:
E Furnace 1: Forced Hot Air: 92 AFUE or higher
Make and Model Number:
B Air Conditioner 1:
Make and Model
Electric Central Air: 13 SEER or higher
Air Leakagel
tr Joints (including rim joistjunctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
tr Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between
window/door jambs and framing.
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 Wood-burning fireplaces have gasketed doors and outdoor combustion air.
tr Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
tr Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2) the following items have been satisfied:
(a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d) Floors: Air barrier is installed at any exposed edge of insulation.
(e) plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or
sprayed/blown insulation extends behind piping and wiring.
(0 Corners, headers, narrow framing cavities, and rim joists are insulated.
(g) Showeritub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Materials ldentification and Installation:
tr Materials and equipment are installed in accordance with the manufacturer's installation instructions.
tr Materials and equipment are identified so that compliance can be determined.
tr Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
U Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
Duct Insulation:
tr All ducts not completely inside the building envelope are insulated to at least R-5.
Duct Construction and Testing:
tr Building framing cavities are not used as supply ducts.
tr All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 1 81A or
UL 1g1B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least I 112 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam'
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Report date:
Page 4Project Title: winston model
Data fllename: Untitled'rck
04120112
of6
. Continuously welded and locking-type longitudinaljoints and seams on ducts operating at less than 2 in. w.g. (S0o pa).
tr Duct tightness test has been performed and meets one of the following test criteria:
(1 ) Postconstruction leakage to outdoors test: Less than or equal to 1 03.8 cfm (8 cfm per 1 00 ft2 of conditioned floor area).
(2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 155.g cfm (12 cfm per 100 ft2 ofconditioned floor area).
(3) Rough-in total leakage test with air handler installed: Less than or equal to 77.9 cfm (6 cfm per 100 ft2 of conditioned floor area).
(4) Rough-in total leakage test without air handler installed: Less than or equal to 51.9 cfm (4 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
tr At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F forthe heating cycle and 78 degree F for the cooling cycle.
tr Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when thecompressor can meet the heating load.
Heating and Cooling 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 2009 IECC CommercialBuilding Mechanicar and/or service water Heating (sections s03 and 504).
Girculating 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 thesystem is not in use.
Heating and Gooling Piping Insulation:
tr HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
tr Heated swimming pools have an on/off heater switch.
tr Pool heaters operating on natural gas or LpG have an electronic pilot light.
tr Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and/or waste_heat_recovery systems.
tr Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees c) the cover has aminimum insulation value of R-12.
Exceptions:
covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source.
Other Requirements:
tr Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shuftingoff the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature isabove 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c,).
Certificate:
tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; windowU-factors; type and efiiciency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibiliryof the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: winston model
Data filename: Untitled.rck Report date: 04120112
Page 5 of 6
Project Title: winston model
Data filename: Untitled.rck Report date: 04120112
Page 6 of 6
'ai 2009 IECC Energy
|lL| Efficiency Gertificate
Ceiling / Roof
Wall
Floor / Foundation
Ductwork (unconditioned spaces):
50.00
21.00
13.00
Electric Gentral Air Conditioner
Water Heater:
0.35
0.01
0.35
0.35
Wndow
Door
Forced Hot Air Fumace
Date: -Name: -
Gomments:
Dale 04123112 Page
ldaho Falls
371 5 Bombardier Ave.
ldaho Falls, lD 83402
office: (208) 523-6691
Fax (208) 522-6459
Shelley
580 N. State
Shelley, lD 83274
Office: (208) 357-3468
Fax (208) 357-7466
'.:l Llr]l Wt+fl
OIIOTE (NO TAX) FORM (NON-ITEMIZED)
tl3ll KARTCHNER HOMES
JOB #
BID# 12-040657
TALESREP MASON MORGAN
Job S1238
Name
Model:Lot# Subdiv:
BY DA'IE
BrD MGM 04123112
LAYOUT I I
ENG, BY I I
Rexburg
,lD
SPECIAL
INSTRUCTIONS:
JoBsrrEPHoNE# ( )709_6525
Roof lrusses
CANTILEVER BRACING
# ROWS
NOTES UNITPRICE TOTALPRICEPROFILELABELQTYT/C PITCH
B/C PITCH
SPAN OVERHANG
f/c LMIB/c LMI LEFT RIGHT LEFT RIGHT
A10 1 6.0.003.0.00 ,7-02-00
2X1 2X4 01-00-0l1 -00-0c 0
A11 6.0.003.0.00 t7-02-00
2X4 2X1 01-00-0 1-00-0(0
412 1 6.0.000.0.00 )7-02-00
2X4 2X1 01 -00-0 z
7hr 413 1 6.0.000.0.00 7-02-00
2X4 2X1 01-00-0 0
lWtr\AlGD z-z 6.0.000.0.00 l7-02-00
2X4 2X6 01-00-0 0
, -TZ>.2 6.0.000.0.00 ]7-02-00
2X1 2X1 01-00-0 1
AJ 1 6.0.003.0.00 l7-02-00
zx1 2X4
0
A4 1 6.0.003.0.00 ]7-02-00
2X4 2X1
1
A5 1 6.0.003.0.00 t7-02-00
2X1 2X1
0
AO 1 6.0.003.0.00 t7-02-00
2X1 2X1
z
A7 z 6.0.003.0.00 37-02-00
2X1 2X4
1
A8 6.0.003.0.00 ]7-02-00
2X1 2X4 05-02-001-00-0l't-00-0(I
A9 J 6.0.00
3.0.00 l7-02-00
2X1 2Xa 01-00-0
B1 J 6.0.00
0.0.00 22-03-08
2X1 2Xa 01-00-0)1-00-0c 0
BlGD 1-2 6.0.000.0.00 l2-03-08
2X1 2X6 01-00-0
01-00-0
0
l1-00-0(0B.IGE I
6.0.000.0.00 22-03-08
2X1 2X4
ClGD 1-2 6.0.000.0.00 t4-00-08
2X1 2X8 )1-00-0(0
ClGE 1 6.0.000.0.00 14-00-08
2X1 2X4 01-00-0)1-00-0c 0
4 J1 32 6.0.000.0.00 )8-00-00
2X1 2X1 01-00-0 0
z J1A 6.0.000.0.00 )5-1 1-1 1
2X1 2Xa 01-00-0 0
z J1B 4 6.0.000.0.00 los-t t -t t
| 2X4 2X 01-00-0
01-00-0
0
04Jlc46.0.000.0.00 )1-11-11
2X1 2X1
KlHJ 2 4.2.O0
0.0.00 t1-03-12
2X4 2X1 I or-os-o 0
MlGD 1-2 6.0.000.0.00 | 1-05-08
2X1 2X6 01-00-0)1-00-0(0
QUOTE (NO TAX) FORM (NoN-lrEMrzED
roslrl
rl
KARTCHNER HOMES BtD # 12_040657
JOB #
SALESREP MASON MORGAN
Job
Name
Model:
st238
Lot* Subdiv:
BID
LAYOUT
ENG. BY
BY DATE
MGM 04123112u
tt
DateMl23l12 Page 2
a
f
trlr,]l wt*:tl
ldaho Falls
3715 Bombardier Ave.
ldaho Falls, lD 83402
Ofiice: (208) 523-6691
Fax (208) 522-6459
Shelley
580 N. State
Shelley, lD 83274
Office: (208) 357-3468
Fax: (208) 357-7466
Rexburg
,lD
SPECIAL
INSTRUCTIONS:
oRDERDATE tt l|lll'''"" rr ffi;"?il" tl
Roof lrusses
JoBsrrEPHoNE# ( )709_6525Plant Location:
ldaho Falls
PROFILE LABEL QTY T/G PITCH
B/C PITCH SPAN CANTILEVER OVERHANG BRACING NOTES UNITPRIGE
TOTALPRICEl/c LMlts/c Lll/LEFT l.atGH I LEFT RIGFIl
MlGE 1 6.0.000.0.00 1-05-08
2X1 2X1 l1-10-0 l9-07-0 01-00-0 0
A PK 2 13..200.0.00 1-02-00
2X1 2X4
J
VlGE 1 6.0.000.0.00 5-1 1-00
2X4 2X1
0
Items
QTY ITEM TYPE DESGRIPTION NOTES UNITPRICE TOTALPRIGE
2 HANGERS.HGU526-2 SIMPSON Face Mount Hanger
z HANGERS -HJC26 USP Hio Jack Connectors/ Skewed
7 HANGERS -HU526 SIMPSON 2X6 SPF 21551 DF 26ss (115)
30 HANGERS -LUS24 SIMPSON Face Mount Hanger
Tax is not included in
bld price shown!!
Roof Data Out.Put.
,.
Linear ltems
Eaves Line
Gable Line
Ridge Line
Hip Line
Va11ey Line
WaIlplate
n-&F^s.Od. L L ETI
Areas
Roof Area
Counted Items
Batten Nails
156|6il6
to9t4n6
50r3il13
78'10ilI
57 | 3[12
248|t\O
2642r3il13
2730.31
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Structural Calculations
Kartchner Homes
Winston
LotTBlock8Henderson
York Engineering Inc.
2329 W. Spring Hollow Rd.
Morgan, Utah 84050 (801) 876-3501
Design Criteria 2009 IRC:
RoofLoad;
Live Load (PSF)
Dead Load (PSF)
Floor Load;
Live Load (PSF)
Dead Load (PSF)
Seismic Zone;E
Wind Speed: 90 mph (110 mph 3 second gust) Exposure: C or
100 mph (120 mph 3 second gust) Exposure: B
Material Properties & Assumptions
Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab)
Concrete Reinforcement: ASTM ,{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 20Yo, Setback from slopes is minimum of 25'
Dimensional Lumber: Hem or Doue Ffu #2 & BTR
Steel: ASTM ,4'36
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. 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/warcanty for the non-structural
portions of the building, or the site itself. York Engineering Inc. assumes the responsibility of the
Structural Engineer of Record on the project but does not assume the role of the "Registered
Design Professional in Responsible Charge" as defined in the IBC. The purpose of these
calculations and engineering is to help reduce structural damage and loss of life due to seismic
activity andlor high wind conditions. The contractor shall verifu all conditions, dimensions and
structural details of the drawing.
20 Apr 2012
For:
Plan #:
Location:
From:
40
l5
40
l0
TNONTruINO
The following general requirements shall be followed during construction:
1. Contractor to verify all dimensions, spans, & conditions and notiff engineer of any errors,
omissions, or discrepancies prior to construction.
2. Use Simpson A35 ties each cantilevered joist to sill or top plate.
3. Use Simpson Hl or equiv. ties each end of each truss.
5. Foundation reinforcement as per Utah State Amendment
6. Use 2: #4bars continuous for all footings
2:# 4 bars each side of openings & 2# 4 bars top & bottom extend 36" beyond opening
8. Use /z" xI0" J bolts 32" O.C. all foundation walls
9. If discrepancies are found, the more stringent speciflrcation shall be followed.
10. All multiple beams and headers to be nailed using l6d two rows 12" O.C.
1 1. Contractor shall assure that all materials are used per manufactures recommendations.
12. Site engineering and liability shall be provided by the owner/builder as required.
13. Connect beams & headers over 6 ft., to trimmers with appropriate connectorsftrangers.
14. Contractor shall assure that footings are properly drained and that soil is dry and that footings
rest on undisturbed native soil below local frost depth 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 .1.2 can not be met then contact engineer
for further design requirements.
15. The contractor shall conform with all building codes and practices as per the 2009 IRC.
16. Use balloon framing method when connecting floors in split level designs.
17. Nail all shear walls to floor joist using 2: 16d 16" O.C. Add additional floor joist as reqd.
18. Provide joist and rafter hangers as per manufacturers specifications.
19. Foundation steps shall not exceed 4 feet or Yzthe horizontal distance between steps. Horz.
re-bar shall be 12" O.C. through step downs and extend 48" either side of step
20.1f garuge 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.
2l . Use a minimum of 2-9 Yz" LYLs for all headers carrying girder loads.
22. Allow foundation 14 days to cure prior to backfill
23. Use 1 1/8" wide timberstrand or equiv. for all rim joist
24. Provide solid blocking through structure down to footing for all load paths.
25. Builder shall follow all recommendations found in all applicable Geotechnical reports.
26. Stacking of two sill plates is permitted with 5/8" J-bolts through both plates. Stacking more
than two plates is not permitted without special engineering
Plan: Winston
Date: {5 Feb 2010
Location: Base PIan
Footing Calculations back
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)
Soil Pressure (psf)
Weight (kips/|ft)
Building Loads
Roof span
Roof (kips/|ft)
Wall Height (ft)
Wall Load (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Calculations
TotalWeight on Soil (kips)
Soil Load (ksf)
Required Footing Width (in)
Required Footing Depth (in)
front left
150
3000
3
4.00
48
0.67
8
0.40
1.50
18
0.83
10
0.19
1.50
interior
150 150 150
3000 3000 3000
333
right
150
3000
3
4.00
48
0.67
8
0.40
1.50
18
0.83
10
0.19
1.50
125
1 500
0.21
35
0.96
12
0.24
17
0.43
1.63
2.22
1.48
35
0.96
12
0.24
15
0.38
1.58
4.00
48
0.67
I
0.40
1.50
18
0.83
10
0.19
1.50
125
1 500
0.21
20
0.55
14
0.28
2
0.05
0.88
1.47
0.98
125
1 500
0.21
16 lE 16
10 10 10
1E
10
4.00 0.08
48 I
0.67 0.67
88
0.40 0.01
1.50 1.33
18 16
0.83 0.83
10 10
0.19 0.17
1.50 1.33
125 125
1500 1500
0.21 0.00
100
0.28 0.00
14 12
0.28 0.18
232
0.05 0.80
0.61 0.98
1.19 1.16
0.80 0.87
2.17
1.44
1E
10
Plan: Winston
Date: 15 Feb 2010
Location: Base Plan
Footing Calculations back
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)
Soil Pressure (psf)
Weight (kips/|ft)
Building Loads
Roof span
Roof (kips/|ft)
Wall Height (ft)
WallLoad (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Calculations
TotalWeight on Soil (kips)
Soil Load (ksf)
Required Footing Width (in)
Required Footing Depth (in)
front
150
3000
3
7.83
94
0.67
I
0.78
1.67
20
0.83
10
0.21
1.67
125
1500
0.49
35
0.96
12
0.24
15
0.38
1.58
2.57
1.54
left right interior
150 150
3000 3000
33
7.83 0.08
94 1
0.67 0.67
88
0.78 0.01
1.50 1.33
18 16
0.83 0.83
10 10
0.19 0.17
1.50 1.33
125 125
1500 1500
0.41 0.00
100
0.28 0.00
14 12
0.28 0.18
232
0.05 0.80
0.61 0.98
1.58 1.16
1.05 0.87
150
3000
3
7.83
94
0.67
8
0.78
1.67
20
0.83
10
0.21
1.67
150
3000
3
7.83
94
0.67
8
0.78
1.50
t8
0.83
10
0.19
1.50
125
1500
0.41
20
0.55
14
0.28
2
0.05
0.88
1.85
1.23
1E
10
125
1 500
0.49
35
0.96
12
0.24
17
0.43
1.63
2.62
1.57
20
10
16 16
10 10
20
10
Plan: Winston
Date: 15 Feb 2010
Location: Base Plan
Sawn Lumber
Load Parameters
Floor Live Load(psf)
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(plf)
Wall Height (ft)
WallWeight (psfl
WallLoad(plf)
Roof LL (psf)
Total Roof Load(psf)
Roof Span(ft)
Total 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
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
CF=
Area =
Momemt of Inertia | =
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 L/
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit U
Allowable Deflection (in)
TL Deflection F/S
Selection
FB-1
40
50
29
725
0
20
0
40
55
0
0
4.4
580
729
1
3
1094
1094
821
1094
7.25
3
1.20
21.75
95
375
1020
2.72
180
2610
2.39
0.90
1300000
0.01
360
0.10
11.72
0.01
240
0.15
13.98
2:2x8
FB-2
40
50
22
550
0
20
0
40
55
0
0
4.4
440
554
1
4
1 109
1 109
1 109
1 109
7.25
3
1.20
21.75
95
506
1020
2.01
180
2610
2.35
0.91
1300000
0.02
360
0.13
6.52
0.03
240
0.2
7.76
2:2xB
FB-3
40
50
18
450
0
20
0
40
55
0
0
5.6
360
456
1
6
1367
1367
2050
1367
9.25
3
1.10
27.75
198
575
935
1.63
165
3053
2.23
1.12
1300000
0.04
360
0.20
4.90
0.05
240
0.3
5.81
2:2x10
RB-3
40
50
14
350
0
20
0
40
55
23
633
5.6
740
988
1
4
1976
1976
1976
1976
9.25
3
1.10
27.75
198
554
935
1.69
165
3053
1.54
1.63
1 300000
0.02
360
0.13
8.05
0.02
240
0.2
9.04
2:2x10
RB-4
40
50
0
0
0
20
0
40
55
20
550
4.4
400
554
1
5
1 386
1386
1732
1 386
7.25
3
1.20
21.75
95
791
1020
1.29
180
261 0
1.88
1.14
1300000
0.05
360
0.17
3.67
0.06
240
0.25
3.97
2:2xB
RB-5
40
50
0
0
0
20
0
40
55
35
963
5.6
700
968
1
5
2420
2420
3025
2420
9.25
3
1.10
27.75
198
849
935
1.10
165
3053
1.26
1.99
1300000
0.04
360
0.17
4.36
0.05
240
0.25
4.72
2:2x10
RB-6
40
50
0
0
3
20
60
40
55
10
275
4.4
200
339
1
5
848
848
1060
848
7.25
3
1.20
21.75
95
484
1020
2.11
180
2610
3.08
0.70
1300000
0.02
360
0.17
7.34
0.04
240
0.25
6.49
2:2x8
Plan:
Date:
Winston
15 Feb 2010
Location: Base Plan
LVL Beam
Load Parameters
Floor LL (psf)
Total Floor Load(psf)
Floor Span (ft)
Total Floor Load (plf)
Wdl 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
20
500
52
20 20
100 40
40 40
55 55
337
83 1018
12.1 12
100 740
245 1070
11
169
1956 4813
1956 4813
7826 10829
1956 4813
47 116
11.88 11.88
3.5 3.5
42 42
2604 2604
17862 17862
489 489
2.28 1.65
285 285
7900 7900
4.04 1.64
0.75 1.83
1900000 1900000
0.16 0.12
360 360
0.53 0.30
3.36 2.55
0.39 0.17
240 240
0.80 0.45
2.06 2.65
2:11718" 2: 11718"
FB-4
40
50
18
450
0
20
0
40
55
0
0
7
360
457
1
9
2058
2058
4631
2058
81
7.25
3.5
25
2784
7115
111
1.54
285
4821
2.34
0.78
1 900000
0.25
360
0.30
1.19
0.32
240
0.45
1.41
2:7114"
Plan: Winston
Date: '15 Feb 2010
Localion: Base Plan
TJI Joist
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Slmple Span Joist
Duration lncrease
Joist Span(ft)
Joist Spacing
Joist weight (plf)
Joist Loading (plf)
Max Reaction (lbs)
Max Moment (FtLb/lD
Max Shear Lb
Determine Joist Size
Depth
Max Moment 100% (fllbs):
F. S. for moment =
Max Shear 100% (lbs) =
F. S. for shear =
Bearing Required (in.)=
Live Load (U360) =
Total Load (U240) =
El x 10€ (lb-in^2)
Live Load Deflection (in)
Total Load Defleclion (in)
Live Load F of S
Total Load F of S
110't5
11.E8
10
40
50
1
15
19.2
2.5
83
619
2320
619
'11 7la"
3015
1.30
885
1.43
2.00
0.50
0.75
238
0.34
o.44
1.48
1.72
Selection 'l l 7/8" 1 10's @ 19.2" o.c
Plan: Winston
Date: 15 Feb 20'10
Location: Base Plan
BCIJOISTS
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration lncrease
Joist Span(ft)
Joist Spacing
Joist Weight (plO
Joist Loading (plf)
Max Reaction (lbs)
Max Moment (FtLb/|O
Max Shear Lb
Determine Joist Size
DePth =
Max Moment 100% (ftlbs) =
F. S. for moment =
Max Shear 1 00% (lbs) =
F. S. for shear =
Live Load (U360) =
Total Load (U240) =
El x 10^6 (lb-in^2)
Kx10^6(lbs)
Live Load Def,ection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
Selection
6000
l6
11.88
10
40
JU
1
16
19.2
z.c
83
oou
2640
oou
11 718"
3670
L39
1175
1,78
AE?
0.80
?n6
o
0.34
0M
1.56
t.8t
11 7n" 6000@19.2"
Plan: Winston
Date: 't5 Feb 2010
Location: Base Plan
Seismic Calculations
Loading Summary
Floor Dead Load (psf) 10
Floor Live Load(ps0 40Walls (ExtXpsD 20
Walls (lnixpso 10
Roof Dead Load(psD .ts
Roof Slope
Exterior
Snow Load Reduction
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduction
Total Load
Roof
Floor 2
Floor 1
Seismiczone E
RoofLl(pso 40
RoofOL(psD 15
6 t12
combination
Seismic Paramaters
V=CS-W/1.4
Fa= 1
R= 6.5 tabte 16,17.6ss= 1.772Sms= .1.77 eq. 16-16
Sds= 1.18 eq 16-18
Cs= 0.218 pereq.,td49
Adj. Factor 1.4
Cs= 0.1556
Length W(psD Lbn Width W(b)68 23 1564 4 68816roofwall 1OO8OTotal Mass Tributary to Roof Levels = 78896Shear M(bs) Roof Levets = 1227ALength W(psD tb/ft Wdth W(b)68 10 680 44 owall height 0 1OOSOTotal Mass Tributary to Floor 2= OShear M(lbs) Ftoor Levels = OLength W(psD tb/ft Width W(tb768 10 680 44 15130wall height g Q32OTotal Mass Tributary to Ftoor .t = 27450Shear M(lbs) Floor Levets = 4272
26.56
40.@
40.00
55.00
Floor 1 Laterat ForceFloor Z Lateral Force
Roof Lateral Force
Total sgiamic Mass =
Total Laterat Fonce =
0012276106346
1ZZ7A
seismlc Force Distribution*'Roofsections *. H(x)Roof 11.1Floor 1 1.0ttoot 2 0.0
TotalsV/sum(Wi*Hi) = 0.O,t069
_ttasement Sneer wail h0orat)Total Load (kips) jZ.3nght side 6.1teft side 6.1front 6.1back 6.1
W(x) kip W(x)H(x)79 113400
0t)
79 11.34Total Shear (tbs) =
Length
o/o Force Total Sheer I
lOO.OOo/o 12.27A146O.0OVI 12.276146O.QQVo 12.27A146,|
12274
Shear Wall Load (ptf)Not Apptt€bte
Not Applicable
Not Applicable
Not Applicabte
Shear Wall Load (ptf)
1al'17'l
292-341
Shear Wall Load (plnNot Applicabte
Not Applicable
Not Applicebte
Not Appticabte
cnrc€il r(ft)
68
Ftoor 1 Sneer watl
Total Load (kips)
nght side
len side
ront
bact(
Floor z sneer watlTotal Load (kips)
nght side
left side
tront
bad(
shear wail criticat LengthsFront
BackRightLeft
l-loor IJL Root DL
375 962.5
425 962.550 27550 550
r- (toral)
12.36.16.16.16.1
F(rotat)
tz-5
6.1
6.1
6.1
6.1
10
10
10
10
Length
34
36
21
18
Length
10
10
10
10
Calculate UTlifr, Force Req'd to prevent OT (tbs)Panel Length (ft) 2 g
Frcnr 316i 21'lOBack 3971 2BBl
DL (prr)
1 051't084
403586
WAII DL240
240280280
4106018031 638725
o-1042-364
E33-447
8-3143-2532
27-1619
Right
Left 2444 204.1
1897 1311
Plan: Wnston
Date: 15 F€b 2010
Lo€tion: Base Plan
wind Loadtng calculations using Main Wndforce-Resisting System (MWFRS)
Longitudinal Diectlon
Wnd Deslgn Codlcl.nts
Pryind load*exp coetrlw
P=Design Pressure
Horizontal Wind Load (from table 1609.6.2. 1('1)
Wall Load (psD:
end zone (A)
interior zone (C)
Roof Load (psf)=
end zone (B)
interior zone (D)
Verti€lWind Load (from table 1609.6.2.1(1)
Roof Load (psf)=
end zone windward (E) -7.2
end zone lee@rd (F) -9.E
inlerior zone wlndmrd (G) -5.2
interior zone leeward (H) -5.2
Exposure Coefficient (from table 1609.6.2.'1(4)
lFlmportance Factor (from tgblE 1604.5)
16.1't1.7
2.6
2.7
Wnd SPed -
Expsur€
R@l Slope '
R@t tugle (deg).
P=wind load'exo @efllw
horizontalwll interior 14.16
horizontal wll end zone 19.4E
horizontal roofinterior 3.27
horizontalroof€ndzone 3.15
verlical end zone windwrd -4.71
verlical end zone leewrd -11.86
vertical interior zone windward -6.29
vertical interior zone leewrd -6.29
.4'Hmean
.1'base
End Zone Width (ft)
Interior Zone Width (ff)
cable Rool Load
Hlp RdLoad
Wall Load
Veillcal Fo@
1.21'1.0
Roof Height 6.75
WEllHeight 10
Truss Span 35
6 t12
Sine = 0.4472
Minimum Prcssure
Adjusted
14.16
19.48
10.00
10.00
0.00
0.00
0.00
0.00
90
end zone windward
leeErd
interior zone windwrd
leemrd
2nd storyEnd Zone Width (ft)
2nd Storylnteriof Zone Width (ft)
H.lght Wlnd Ldd
2.1 19.48
3.32 14.16
Sum =
Wlnd Load
10.0010.00
I OEI
Helght Wnd L@d
1.0 19.48
1.00 '14.'16
Sum =
length wnd Led
3,1,80 FALSE
31.80 FALSE
31.80 FALSE
31.80 FALSE
ShearWall Loads (plo
Not Appli€blE
NolAppli€ble
ShearWall Loads (plO
ShearWall Laad3 (plf)
Not Applicable
Not Appli€ble
Total 16045
Total (plf) 72
46-547 -1526
-374 -139't
For@ (lb.)
181
2706
2886.89
Forc. (lbt)
3850
0
3850
2nd Stor
Forc6 (lbrft) Fo@ (|il
171 '171.43
498 498.33
669.759 669.76
Fore (lbs)
0
4.4
4.4
35.2
width
End 4.4
lnterior 35.2
Area
Eno J6t
lnterior 0
4.4
35.2
End
lnterior
wtdth
4.4
35.2
wtdth
4
55
Fl@r2 Dlaphragm Sh.er
Total Shear (lbs)
Front Wall Length
BackWall Length
Fl@r I Dlaphragm Shear
Total Shear (lbs)
Frcnt Wall Lenglh
Back Wall Length
b.ement DlaphEgm shear
Totial Sh€ar (lbs)
Frcnt Wall Length
BackWall Length
Crttical Wall Length (lt)=
Front Wall Dsad LoEd (Plo=
Front Wall criti€l Length (ft)=
BackWall Dead Load (plD=
Back Wall Critiel Length (ft)=
calculate Uplifi , Force Req'd to Prerent OT (lbs)
Panel Length (ft) 2 S
235
274
3850't0
10
9878
2'l
18
10548
10'10
'105'1
'1084
81012-2505 -34t4 .4463
-2403 -34't5 -4427432 -57
634 12EFrcnt
Back
Plan: Wnston
Dat€: .15 Feb 2010
Loction: Base Plan
Wnd Loading Calculations uaing Main Wndforce-R€sisting System (MWFRS)
TEnswFs DiBction
Wind Dsign Csftlcl.nb
P=wind loEd*exp coeflw
P=Design Pressure
Horizontal Wind Load (from table 1609.6.2.1('1)
Wall Load (psD=
end zone (A) 16.1
interiorzone (C) 11.7
Roaf Load (psD=
end zone (B) 2.6
interior zone (D) 2.7
Verti€lWind Load (frcm table 1609.6.2.1('1)
Roof Load (pso=
end zone windwrd (E) -7.2
end zone leeMrd (F) .9.8
intorior zone windmrd (G) -5.2
interior zone leererd (H) -5.2
Exposure Coeffrcient (trom table 1609.6.2.1 (4)
lFlmportance Factor (from table 1604.5)
WlndspGd- 90
Expo3ure C
Rd Slop. -
Roltusl. (d.s)- 26.56
P=wind load'€xp @efrlw
horizontalwll interior 14.16
horizontelrellend zone 19.48
horizontal rcof interior 3,27
horizontal rcof end zone 3.15
vertical end zone windurd -8.71
verlical end zone leemrd -1'1.86
vertical interior zone windward -6.29
vertical interior zone leererd -6.29
End Zone Width (fr)
Interior Zone Width (ft)
Gabl. Roof Load
Hlp Rd Lod
Wall Load
1.21
1.0
RoofHeight 8.75
Wall Height l0
Truss Span 35
6 t12
Sine = 0.4472
l\rinimum Pressure
Adjusted
14.16
19.48
10.00.t0.00
0.00
0.00
0.00
0.00
4.4
59.2
10.00 5950
10.00 0
Total 5950
4.4
59.2
wdth
End 4.4
lnterior 59.2
Area
End 595
Interior 0
wrdth
End 4.4
lnterior 59.2
5950
10
10
15036
36
34
1604510
10
586
403
2nd storyEnd Zone Widlh (ft)
2nd Storylnierior Zone Width (ft)
Helght Wndload Forc.(lbt)2.1 19.48 181
3.32 14.16 4551
Sum = 4731.487
Helght
1.0
1.00
lengh
42,80
42.8042.4O42.80
Wnd L@d Fo@ (lb)
19.48 ',t71'14.'16 838
Sum = 1009.527
Wnd Ldd Fo@ (lbs)
FALSE O
FALSE O
FALSE O
FALSE O
2nd Story
17't.4328
836.0944
1009.5272
end zone windward
leMrd
interior zone windMd
leemrd
width
Fl@r 2 olaphragm Sh€r
Total Shear (lbs)
Lefl Wall Length
Right Wall Length
Fl@? 1 DlaphGgm 3h6r
Total Shear (lbs)
Left Wall Length
Right Wall LEngth
ba3amont Dlaphragm Shdr
Total Sheer (lbs)
Lefr Wall Length
Right Wall LEngth
Critical Wall Length (fr)=
Lefi Wall Dead Load (plD=
Lefi Wall Criti€l Length (ft)=
Right Wall Dead Load (plD=
Right Wall Criti€l Length (ft)=
Calculate Uplift, Force Req'd to Pewnt OT (lbs)
Panel Length (ft) 2 3Front 720 454
Back 977 802
ShearWall Loads (plo
Not Appli€ble
Not Appli€ble
ShearWall Loads (pl0
209
22'l
ShearWall Loads (plt)
Not Appli€ble
NotAppli€ble
Total 10548
Total (plO 53
468188 -345 .678
628 274 -7'l
10 12-1410 -1943
-421 -770
Plan: Winston
Date: 15 Feb 2010
Location: Base Plan
Micro-Lam Beam
Uniform Loads
Uniform Floor Span (ft)
Total Uniform Floor Load (plD
Wall Height (ft)
Wall Weight (psD
Wall Load (ptD
Uniform Roof Span (ft)
Total Uniform Roof Load (plD
Point Loads
1 Distancefrom Left(ft)
1 Point Live Load (tb)
1 Point Dead Load (tb)
2 Distance from Left (ft)
2 Point Live Load (tb)
2 Point Dead Load (tb)
Partialy Uniform Loads
1 Uniform Span (ft)
1 Live Load (plD
1 Dead Load (plD
1 Distance of left side (ft)
1 Distance of right side (ft)
2 Uniform Span (ft)
2 Live Load (plO
2 Dead Load (plD
2 Distance of left side (ft)
2 Distance of right side (ft)
Tapered Load
Tapered load left (plf)
Tapered load right (ptf)
Left Distance (ft)
Right Distance (ft)
Beam Weight (ptf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Left Reaction (lb)
Right Reaction (lb)
Max Moment FtLb
Max Mom dist from Left
Max Shear Lb
Max Shear Stress (psi)
Determine Size
Depth Estimate (in)
Width Estimate (in)
Cross Area (in^2)
Max Moment 100% =
Momemt of Inertia | =
Factor Of Safety =
Max Shear 1 00% =
Factor Of Safety =
Bearing Required =
Load S
Beam S
S Factor of Safety
E (psi)
Deflection LL (in)
L/360
LL Deflection F ofS
Deflection TL (in)
Lt240
TL Deflection F ofs
Selection
RB-7 RB.8
0
0
0
20
0
2
2
0
0
6
2880
r080
0
0
0
1
6
30
600
225
6
9
2
0
0
2
2720
1020
0
0
0
1
6
0
0
8
{0
0
0
0
20
0
0
0
55 220
220 110
03
65
12.06 7.36
11
95
2529.3 2535.7
5334.3 1771.1
11982.4 4633.5
6.0 2.0
5334.3 2335.7
128.3 92.0
11.88
3.5
41.58
17837.82
489.03
1,49
192.43
1.48
2.77
6E en
82.33
1.49
1 900000
0.12
0.30
2,52
0.16
0.45
2.82
2i 11 718"
LVL
7.25
3.5
25.38
6643.32
111.15
1.43
138.07
2.06
1.21
21.39
ou.oo
1.43
1 900000
0.06
0.17
2.77
0.08
0.25
3.05
2:7 114"
LVL
Load Short Form
Entire House
KARTCHNER HOMES
lO 894442 Phone: 745-8468
Job:
Date:
By:
s1238
Apr 20,2012
ROBERT HALL
197 STOCKMANBLVO , RIGBY '
WINSTON MODEIKARTCHNER HOMES
HENDERSON SUBREXBURG
Outside db fF)
Inside db ("F)
Design TD fF)
Daily range
lnside humiditY (%)
Moisture difference (gr/lb)
Htg
-6
68
74
50
57
Method
Construction qualitY
Fireplaces
Simplified
Semiloose
0
HEATING EQUIPMENT
Make Int'l Comfort Products
Trade TemPstar
Model N9MP2075812**
GAMA ID 70305
EfficiencY
Heating inPut
Heating outPut
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Make
Trade
Cond
Coil
ARI ref no
EfficiencY
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
6350
COOLING EQUIPMENT
lntlComfort Products
HXA Series
HXA424AKA
EP*36J*"**+TDl
407957
90 AFUE
75000
68000
84
880
o.022
0.70
Btuh
BtuhOF
cfm
cfmlBtuh
in H2O
484
13 SEER
1 7080
7320
24400
880
0.063
0.70
1.00
Btuh
Btuh
Btuh
cfm
cfm/Btuh
in H2O
KIT DINING
Botd litatic vatues have heen manually oveilidden
Printout certified by ACCA to meet all requirements of ManualSth Ed'
ROOM NAME
BEDl
BASE BATH
BEV.
STORAGE
MECH
FURTURE FAMILY
BED3
MASTER BED
MATER BATH
BED4
MAIN BATH
LAUNDRY
ENTRY
Area
(fF)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
182
70
195
130
203
518
195
210
77
130
50
60
112
3526
1411
5436
0
0
9934
3256
3197
1021
1 858
74
1289
1935
816
176
1 551
0
0
1512
1275
1141
780
1 100
40
162
257
5183
79
32
122
0
0
223
73
72
23
42
2
29
43
142
51
11
98
0
0
95
80
72
49
69
3
10
16
326
df- als|.i*6t*cft' Right-Suite@ Universal 7 1'03 RSU 06972
;'6"J;#t1; iettings rnoeEnr HALL \Mv Documents \wishtsoft HVAc \WNSTON MODEL SI 238 ruP Calc =
2O'12-Apt-2o 161o7:14
Page 1
Entire House d
Other equip loads
Equip. @ 0.94 RSM
Latent cooling
2616 39288
2684
1 3993
508
13631
0
880 880
TOTALS 2616 41971 1 3631
Bold litalic valus have been manuatly ovenidden
Printout certified by ACCA to meet all requirements of Manual gth Ed.
880 880
4f- rnrrlEhkicfF" Right -Suite@ U nivers al 7.1.03 RSU 06972
c:\Documents and settings \RoBERT HALL \My Documents \vwightsoft HVAC \wNSToN MoDEL st 238.rup catc
2O12-Apt-20 16:07t14
Page 2
I
Building AnalYsis
Entire House
KARTGHNER HOMES
Job:
Date:
By:
s1238
Apt 20,2012
ROBERT HALL
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone:
Location:ldaho Falls,lD, US
Elevation 4741 ft
Latitude: 44"N
Outdoor:
Drv bulb ('F)
Ddily range ('F)
Wet bulb ('F)
Wind sPeed (mPh)
Heating
9
15.0
Cooling89
34 (H )60
7.5
lndoor:I ndoor temPerature ("F)
Desisn TD fF)Relafive humiditY(%)
Moisture difference (gr/lb)
lnfiltration:Method
Construction quality
Fireplaces
Heating
68
74
50
57.0
Simplified
Semi-loose
0
Cooling75
14
50-31.5
Component BtutvtF Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltration
Ducts
Piping
Humidification
VentilationAdjustments
Total
5.8
25.9
01.5
1.7
4.2
1 6389
552101951
2277
13149000
26840
41971
39.0
13.204.6
5.4
31.300
06.4
100.0
Component Btuffi Btuh % of load
Walls
GlazingDoors
CeilingsFloors
lnfiltration
Ducts
Ventilation
Internal gains
Blower
Adjustments
Total
0.9
18.9
0
0.8
0.0
0.4
2454
4031
0
1107
31
12690
508
51000
0
14501
16.9
27.8
0
7.6
0.2
8.80
3.535.20
100.0
Overall Uvalue= 0.062 Btuh/fF-"F
Data entries checked.
-np urrlpntst}flr- Right-Suite@ Universal7 1 03 RSU06972
c:\Documents and settings tnodent HALL \My Documents \wrightsoft HVAC \WNSTON M9DEL sl 238.rup calc
2012-Apt-2o 161o7:14
Page'l
Gomponent Gonstructions
Entire House
KARTGHNER HOMES
lD 834442 Phone: 745-8468
WINSTON MODELKARTCHNER HOMES
HENDERSON SUBREXBURG
Job:
Date:
By:
s1238
Apr 20,2012
ROBERT HALL
197 STOCKMAN BLVD , RIGBY ,
Location:
ldaho Falls,lD, US
Elevation 4741 tl
Latitude: 44"N
Outdoor:
Dry bulb('F)
Daily range ('F)
Wet bulb('F)
Wind sPeed (mPh)
Cooling
89
34 (H )60
7.5
Indoor temPerature ("F)
Design TD CF)Relative humiditY(%)
Moisture difference (gr/lb)
lnfiltration:
Method
Construction qualitY
Fireplaces
Heating'9
15.0
Heating
68
74
50
57.0
Simplified
Semi-loose
0
Gooling
75
14
50-31.5
Construction descriPtions
WallsiiGbi* : Frm wall , vnl ext, 3/8'wood shth , r-13 cav ins ' 1/2"
gypsum board int fnsh , 2"x4" wood frm
1 2 F-0sw : Frm wall , vnl ext , 3/8" wood shth , r-21 cav ins ' 112"
gypsum board int fnsh , 2"x6" wood frm
Partitions(none)
Windows
oi'C: VtuYL .35 U - VALUE; NFRC rated (sHGG0.35)
Doors11D0:11D0
Geilingstog-sOZo,Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2"
gypsum board int fnsh
1318 0.020 50.0 1.48 1951 0.84 1107
Or Area
ff
uvalue
Blutff-'F
lnsul R
ff-'FEtuh
13,0
13.0
13.0
13.0
13.0
21 .0
21 .O
21 .0
21 .O
21 .0
21 .0
21 .0
Htg HTM Loss Clg HTM Gain
etuilfe Btuh BtuMf Btuh
n
s
w
all
n
ne
e
w
nw
all
402 0.091
308 0.091
450 0.091
324 0.091
1484 0.091
308 0.065
16 0.065
308 0.065
358 0.065
324 0.065
16 0,065
1330 0.065
2707 1.23 494
2074 1.23 378
3030 1.23 553
2182 1.23 398
9993 1.23 1823
148'l o.47 146
76 0.47 8
1481 0.47 146
1722 0.47 170
1558 0.47 154
76 0.47 I
6396 0.47 631
6.73
6.73
6.73
6.73
6.73
4.81
4.81
4.81
4.81
4.81
4.81
4.81
42
42
84
n
n
ne
e
nw
all
n
s
all
48
64
10
16
16
50
10
213
0
0
0
n
0
0
0
0
0.350
0.350
0.350
0.350
0.350
0.350
0.350
0.350
25.9
25.9
25.9
25.9
25.9
25.9
25.9
25.9
't243 11 .5 554
1658 11 .5 739
248 26.2 251
414 37.7 602
414 37.7 602
1295 20.6 1032
248 26.2 251
5521 18.9 4031
00
00
00
0
0
U
0
0
0
00
00
00
d*- ra6lgfrt*of:- Right-Suite@ U niversal7 1 03 RSU 06972
C'iOo"rm"nis-"nO Settings \ROBERT HALL \My Documents \Wrightsoft HVAC
2O12-Apt-20 16:07:14
Page 1\WNSTONMODELSI 238.ruP Calc =
Floors
19A-0bscp : Part floor, carpet flrfnsh, frm flr, 12', thkns, 1/2" gypsum
board int fnsh
21A-28c: Bg floor , light dry soil, carpet flr fnsh
20
1298
0.295
0.022
0
0
8.20 164
1.63 2113
1.55 31
00
+{d* vrrnlgl,rtseflr* Right -Suite@ U nivers al 7. 1.03 RSU 06972
C:\Documents and Settings \ROBERT HALL \My Documents \Wrightsofr HVAC \WNSTON MODEL Sl 238.ruD Catc =
2O12-pF,t-20 16:O7:14
Page 2
197 STOCKMAN BLVD . RIGBY
Project Summary
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
Job:
Date:
By:
s1238
Apr 20,2012
ROBERT HALL
- t.r l,3r;r t I I I lor tl I Fll [.r I
For: WINSTON MODELKARTCHNER HOMESHENDERSON SUBREXBURG
Notes: HOME WILL FACE SOUTH
rrsr--r [! lt Il rl (.rl tiI:l I I.r i
Weathen ldaho Falls,lD. US
Winter Design Conditions Summer Design Gonditions
Outside db
Inside db
Design TD
Heating Summary Sensible Gooling Equipment Load Sizing
89 "F
75 'F
14 "F
H
50%-31 gr/b
-6 "F
68 "F
74 "F
Outside dbInside dbDesign TD
Daily range
Relative humiditv
Moisture differeice
StructureDucts
Centralvent(39 cfm)Humidification
Piping
Equipment load
39288 Btuh0 Btuh2684 Btuh
0 Btuh0 Btuh
41971 Btuh
Simplified
Semi-loose
Structure
Ducts
Centralvent(39 cfm)Blower
Use manufacture/s dataRatdswing multiplierEquipment sensible load
Structure
Ducts
Central vent(39 cfm)Equipment latent load
Equipment total load
Req. total capacity at0.70 SHR
Efficiency
Sensible cooling
Latent coolino
Total cooling'
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
Infiltration
13993 Btuh0 Btuh508 Btuh
0 Btuh
n
0.94
13631 Btuh
Method
Construction quality
Fireolaces
Area(fF)
Volume (ff)
Air changesfrour
Equiv. AVF(cfm)
Latent Gooling Equipment Load Sizing
0
Heatinq Coolinq2616 261d
23544 23544
0.49 0.25192 98
90 AFUE
75000 Btuh
68000 Btuh
84 'F
880 cfm0.022 cfmlBtuh0.70 in H2O
13 SEER
17080 Btuh7320 Btuh
24400 Btuh
880 cfm0.063 cfmlBtuh
0.70 in H2O1.00
444
0-706
0
136311.6
Btuh
Btuh
Btuh
Btuh
Btuh
ton
Heating Equipment Summary
Make Intl Comfort Products
Trade Tempstar
Model N9MP2075B12**
GAMA ID 70305
Efficiency
Heating input
Heating outputTemperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Gooling Equipment Summary
Make Intl Comfort Products
Trade HXA SeriesCond HXI424AKA
Coil EP*36J****+TD1
ARI ref no 407957
Bold litalic values have been manualty overridden
Printout certified by ACCA to meet all requirements of Manualgth Ed.
{d- *a*|.lglhtcd}fk Right -Suite@ U niversat 7.1.03 RSU 06972
c:\Documents and settings \RoBERT HALL \My Documents \wrightson HVAC \wNSToN MoDEL st 238.ruo calc =
2O12-Apt-20 16:O7:14
Page 1
Riqht-.J@ Worksheet
Eitire House
KARTCHNER HOMES
442 Phone:745-8468
Job:
Date:
By:
si238
Apr 20,2012
ROBERT HALL
97 }TOCKMAN BLVD , RIGBY , ID 834442 PhONC
Entire House
345.6 fl
9.0fi o
2616.0 ft2
BED 1
27.O fr
9.0 ft heat/cool
13.0 x 14.0 fl
182.0 fl'z
1
a
4
5
Room name
Exposed wall
Ceiling heighi
Room dimensions
Room area
Area (ft1
or perjmeier (ft)
Load
(Btuh)
Area (ft')
or perimeter (ft)
Load
(Btuh)Ty Construction
numDer
U-value
(Btuh /ffa'F)
Or HTM
(Btuh /ff 1
Heat Cool Gross Heat CoolN/P/S Gross N/P/S CoolHeal
l,;:li ri 'i,lql 'i,iil
3:3331 l l '3.331 '1 331
3ff31 ul ;:3ll '3ill
o.ostl e | 6.731 1231
3.3331 : l '? 3?l '6 ??l
o.gsol el zs.gol 37.651
33311:l llll t1ll
o.gsol sl zs.so; 20.651
o.oool sl o.oo; o.ool
i,ffill [l l,iil i'itil'*\'\-\'l
Illltlll
olw ll2cosw. I L--€161c
. lW | 12Fosw
.lF---clotclilr Dll1Do
I W I tzrosw
I r--+lotc
lW | 12c{sw
I r_c | 61c
lW I 'lzFosw
I L--clotc
lw I tzcosw'
I W I 12Fosw
I l----clotc
I L-o | 11D0
lw I t2cosw
I w I tzrosw
I W I 12Fosw
I L----cl61c
I c I toe-soao
I F I 19A-obscP
I r lztnzsc
185
0
0
0
155 |ol0l
0l
0
0o
0
0
0
0
0
.0
0o
c) AED excursion
ol
6
26'138 7624 2239 435
12 4 Infiltration
b) Room ventilation
13149
c
1269
n
1027(99
0
1500
3600
,l 250
0t?Iniemal gains Occupanls @ .?20^Appliances @ 1800
39288 13993 JZOO tu
Subtotal (lines 6 to'13)
ooa
39288
0 0
00
13993n Oo/l ooa
U
0
260
3526
0
0
0
a?
8'16
014
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Oo/.
39288
880
13993
880
352670
816
A1Total room load
Air required (cfm )
2O12-A9I-2O |6:07:'14
Page 1
.*" *t* rdFrlgr}1t*ef*' Right-Suite@ U-niversal7 1 03 RSU06972
*r{Su& c:\Documenrs and Seuings \R.BERT HALL \Mv oo"ut"nii-rfiinlton-nvec \WNsToN M9DEL Sl 238'rup calc
ht-J@ Worksheet
Entire House
KARTCHNER HOMES
Job: S1238
Date: Apr 20,2012
By: ROBERT HALL
197 STOCKMAN BLVD , RIGBY ,lD 834442 Phone: 745-8468
1
2
?
4
c
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
BASE BATH
7.0 ft
9.0 n heai/cool
10.0 x 7.0 ft
70.0 ftz
acu z
30.0 fi
9.0 ft heat/cool
13.0 x 15.0 t
195.0 ft'
Ty Construction
numDer
U-value
(Btuh/ft'?-'F)
Or HTM
(Btuh /ft 1
Area (ft1
or perimeter (n )
Load
(Btuh)
Area (ft')
or perimeter (ft )
Load
(Btuh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
o
11
W l12C{swL-clotc
W | 12FOsw
f----c I otcL-o I ttoo
W I tzroswr-c | 61C
W | 12COswt--:-c I or cW I 12FoswL----c I orcW | l2cosw
W | 12FOsw
[-clotcl_D | 11D0
w ltzcosw
w I tzrosw
W | 12FOswL--clotc
C | 168-504d
F l'lgA-obscp
r lztaaac
o.osr I n I0.3501 n I0.0651 n I3:3331 I Io.oosl ne I0.3501 ne I0.0e1 I e Io.35ol e I0.0651 e I0.3501 e I0.091 | s I0.0651 s Io.gsol s lo.oool so.ost I w
0.0651 w
0.0651 nw
0.3501 nw
0.020 |0.2e5 |o.o22l -
o,zr I25.s0 |4.81 |zs.so I0.001
4.81 |25.e0 |6.73 |25.90 I4.81 |zs.so I6.73 |4_81 |zs.so I0.00 |o.zs I4.8r I4.81 |zs.go It.+a I8.20 |r.oo IIIIIIIIIIIII
1,231
11.551
o.471
11.551
0.001
0.471
ze. t sl
1.231
37.65
o.47
37.65
1,23.o.47
20.65
0,00
1.23
0.47
o.47
26.15
0.84
166
0.00
tl
0l0l
0l0l'31
0l0l
0
0
0
0
0
0
0
0
0
70
olol
0lsl
0l0l631
0l0l
3lol
0l
0
0
0
0
0
00
70
oI3tol0l.,ll
ol3lol3l
0ltl
0lolrr+l
IIIIII
.l
ol0l0lsl
0l,il
ololtl
3lololol3l'l
IIIIII
0l
nlol
9lU
0l0
35
16
0
0
17
0
0
0't8
0
0
0
0
0
95
1
0l
0l0lrl
nl
nlr rdl
00
0
117
0
0
o
18
0
0
0
00
195
tl
0l0l
0l0l
801 |414 |0l
olzad l.0
0
0
121
0
0
0
0
0
317
n
o0
0
0
o
0'146
ouzq
0
144o
0
0
22o0
0
0
0o
6 c) AED excursion 45
Envelope loss /gain 538 74 2442 959
12 a) Infiltration
b) Room ventilation
zoo
n
2e
t
'1141
0
110
0
13 lntemalgains: OccuPants @ 25O
Appliances @ 1800
250
0
Subtotal (lines 6to 13)804 99 3584 1319
'14
'15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads 00k 00
607
1411
/c
176
Oo/l Oo/l
0
0
1 853
5436
0
0
0
23'l
1551
Total room load
Air required (ctrn )
'14'11
5Z
176
11
5436'122 1551
UO
Printout certified bv ACCA to meet all requirements of Manual 8th Ed.
2012-Apr-2O 16'.O7i14
Page 2.*.- "+{.r, wrrt ht*dtl- Right-Suite@ Universal7.1,03 RSU06972
,i{Cefi" g.tgq6g6entsandSettings \ROBERTHALL \MyDocuments WvrightsoftHvAC \WNSTONMODELSI 238.rup Calc =
Rioht-J@ Worksheet
eitire House
KARTGHNER HOMES
Job: S1238
Date: Apr 20,20'12
By: ROBERT HALL
197 STOCKMAN BLVD , RIGBY , lO 834442 Phone: 745-8468
#;q& C:\Documents and Settings \ROBERT HALL \My Docur"nt"-fWightton HVAC \WNSTON MODEL Sl 238 rup Calc = Page 3
1
2
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
STORAGE
14.0 ft
9.0 ft heat/cool'10.0 x 13.0 ft
130.0 ft2
MECH
23.0 ft
Lo ft heat/cool
1.0 x 203.0 ft
203.0 ft,
Ty Construction
number
U-value(Btuh /ft'zrF)
Or HTM
(Btuh /ft 1
Area (n1 | Load
or perimeter (ft) I (Btuh)
Area (ft 1 Ior perimeter (fr) I
Load
(Bluh)
Heat Cool Gross CoolN/P/S Heat Gross N/P/S CoolHeat
elw ltzcosw. I L--clolc
. lW ll2F0sw. I l--clotcrrlL---olrrooI w I tzrosw
I L--clotc
lW | 12cosw
lL--clotcl\f |l2FoswlLolorcI W | 12Cosw
lW | 12F.0sw
lF+lotc
ll_--olllDoI w I tzcosw
I w I l2Fosw
I W | 12Fosw
I t---c I otc
I C | 168-s0ad
I F | 19A-0bscp
lt Iztnzacllll|tltlltlIlltllttIl||l||lttt
o.ogti n i o.zsio.ssol n I zs.solo.oosl n | 4.811
o.osol n I zs.eol
0.0001 n | 0.001
o.oosl n" I +.atl0.3501 ne | 25.e01
0.091 | e | 6.731
o.asol e I zs.sol
0.0651 e | 4.81 |
0.3501 e | 25.eol
3:3311 : l ?l?l
3.3331 : | '3.331
o.ostl w I o.zsl
o.oosl w | 4.81 |o.oosl nw I +.al I
o.gsol nw I zs.sol
o.o2ol - I 1.481
0.2951 | 8.20100"1.1'..l
tltltlll|ltltltlllII
1.23
a4 FR
0.47
1 1.55
0.00
o.47
26.151.23
9.47
37.65
1.23o.47
20.65
0.00
1.23
0.47
o.47
26.180.84
1.5€
o.oc
I
:1 0
0
0
ol
3lolsl3l3l,,il
3l
441
0lol
0l0lol
ol
144
203
3l
0lsl3l
0lql
0l.31:31
0l
14413l
0l3l
203 |
.0
0
0
0
0
0
0
0
0
0
0
424
ol I (.31 ,",
ol (
ol (
3l r
3301 (
77
o c) AED excursion
-T -'12
Envelope loss /gain 1060 147 1724 242
12 d Infiltration
b) Room ventilation
533
0
5'l(875
0
84
0
4a fntemal gains : Occupants @ 25O
Appliances @ 1800
0
0
Subtotal (lines 6to 13)1 593 199 2599 s27
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Ouct loads oot ool
0
-1593
0
0-199
oo/<oort
0
0-2599
0
0
0
0-327
0
0
Tolal room load
Air required (cfm )
0
0
0
0
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
Printout certified bv ACCA to meet all requirements of Manual 8th Ed.
2O1 2 -P,pt -2O 1 6 :O7 :'l 4
Page 4
Job: S1238
Date: Apr 20,2012
By: ROBERTHALL
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
1
2
4q
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
FURTURE FAMILY
71.0 ft
9.0 ft heat/cool
37.0 x 14.0 fl
5'18.0 fi,
BED 3
30.0 fi
9.0 ft heat/cool
13.0 x 15.0 ft
195.0 ft'
Ty Construction
numDer
U-value(Btuh/ft'z-'F)Or HTM
(Btuh /ft':)
Area (fi 1or perimeier (fl )
Load
(Btuh)
Area (fr 1or perimeter (fi)
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
WrG
W.r-€
WlG
vy
L-_G
Wl-----Gt^
W
c
F
12COsw61C
12FOsw
61C
1 1D0
12F.{sw
61C
12C{sw
61C
12FOsw
61C
12C{sw
12F{sw
61C
11D0
12C{sw
12F{sw
12FOsw
61C
168-504d'lgA-obscp
21AQ8c
0.091 | n
0.3501 n
0.0651 n
o.sso I n0.0001 n
0.0651 ne
0.3501 ne0.09'r I e
o.ssol e
0.005 | e
0.3501 eo.oot I s
0.065 | s
0.3501 s
0.0001 s
o.oot I w
0.0651 w
0.0651 nw
0.3501 nw
o.o2o I0.295 |
o.o22l
6.73 |2s.e0 |4.81 |25.90 |0.00 |4.81125.e0 |6.73l
25.90
4.91
25.90
6_73
4.41
25.90
0.00
6.734.81
4.81
25.9q
1.48
8.20
1.63
'1.23
11.55
o.47
1 1.55
0.00
0.47
26.15
1.23
37.65
o.47
37.65
1.23
.:o.47
20.65
0,00
1.23
o.47
0.47
26.15
o.84
1.550.00
'311
0l
3l3l
0lsl,'il
"ll
0ls|
laI
IIl
301
180
126
518
2027 |82s I0l
0
0
0
00
0
0
.0
1212
.0
0
0
848
00
0
0
0
843
370 |369 |3l0l
0
0
0
00
0
221
0
0
0
155
0
0
0
00
0
tl
0l0lil
0trss I3l
117 |'31
ol181ol',131
0l'l
IIII
I
il
0l0l
0l0l
9lulrs9 |0l
0
s2
0
0
0
18
0
0
.195
0
0
n
o0
0
0
0
00
0
649
0
0
443
u7
0
0
6To
0
289
0
0
0
0
0
0
0
0
0
0
064
o
0
44
6ta
o
0
9
0
0
164
o c) AEO excursion -49 118
Envelope loss /gain 5760 1 066 2115 915
't2 4 Infiltration
b) Room veniilation
270'l
I
261(1141
0
110
'13 lntemalgains: OccuPanls @ 25O
Appliances @ 1800
1 250
0
Subtotal (lines 6to 13)8461 1327 3256 1275
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads 001 Oo/l
0
1473
9934
0
0
185
1512
0 o%oot
0
0
0
JZCO
0
0
00
1275
0
Total room load
Air required (cfm )
9934
223
1512 3256
73
127580
& $- wrrglrt*€tt*- Right-Suite@ Universal7.1.03 RSU06972
,{QCh C'\Documents and Settings \ROBERT HALL \My Documents \Wrightsoft HVAC \WNSTON MODEL Sl 238.rup Calc =
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
Job: S1238
Date: Apr 20,2012
By: ROBERT HALL
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
1
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BED
29.0 ff9.0 ft heat/cool
15.0 x 14.0 ft
210.0 ft,
MATER BATH
7.0 ft9.0 ft heat/cool
11.0 x 7.0 ft
77.0 fr2
Ty Construction
numDer
U-value
(Btuh /fi1'F)
Or HTM
(Btuh /fr 1
Area G,)or perimeter (ft)
Load
(Btuh)
Area (fl 1or perimeter (ft )
Load
(Btuh)
Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
Y-"
W
WlG
WlG
wr.G
w
l-G.l D
W
t-G
c
r
F
12c{sw
61C
12F{sw
61C
1't D0
12F{sw
61C'l2c{sw
61C
12FOsw
61C'l2C{sw
12F{sw
61C
11 D0
12c{sw
12FOsw12FOsw
61C
168-5oad
1 gA-obscp
21428c
0.350
0.065
0.350
0.000
0,065
0.350
0.091
0.350
.0.065
0.350
0.091
0.065
0.350
0.000
0.091
0.065
0.065
0.350
0.020
0.295
o.022
liiIIIIIIIIIIIIIIIII
n
n
n
n
n
ne
ne
e
e.s
s
s.
s
6.73
25.904.81
25.90
0.00
4.81
25.90
6.73
25.90
4.81
25.90
o- /J
4.41
25.90
0.oo
6.73
4.81
4.81
zc.w
1.48
8.20
1.63
1.23
11 .55
o.47
I 1.550.00'o.47
26.15
1.23
37.65o:47
37.65
1.23
0.47
20.65
0.00
1.23
o.47
o.47
26.15
0.84
1.55o.oo
135
za
210
o
110
0
0
0
0
0
0
126
0
0
0
0
0
0
0
0
0
2100
0
529
647
606
31'l
c2
289
o!
0
0
17A
0
AE
16
n
0
0
0
77
0
o
47
77
0
0
0
0
0
0
00
0
226
4140
0
0
0
0
0
0
0
114
0o
0
0
0
0
0
0
0
22
602
0
0
0
0
0
0
0
0
65
0
0
o c) AED excursion -42 bc
Envelope loss /gain 2093 6?F 754 7U
12 4 Infiltration
b) Room ventilation r 103c 106
L
zoo
0
26
0
13 fntemal gains : Occupants @ 250
Appliances @ 1800 U
500
I
0
0
Subtotal (lines 6to 13)11 0a 1141 1021 780
14
1E
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Oo/o Oo/a
3197 't141
00h ool.
1021
0
0
0
780
0
Total room load
Air required (cfm )"1"11141
72
1021
za
780
49
ew C:\Documents and Settings \ROBERT HALL \My Documents \Wrightsoft HVAC \WNSTON MODEL Sl 238.rup Catc = page s
Right-.I@ Worksheet
Entire House
KARTCHNER HOMES
Printout certified bv ACCA to meet all reouirements of Manual 8th Ed.
Job: 51238
Date: Apr 20,2012
By: ROBERTHALL
'197 STOCKMAN BLVD , RIGBY , lD a34442 Phone: 745-8468
1
2
a
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
BED 4
14.0 fl9.0 ft heat/cool
10.0 x 13.0 ft
130.0 ff2
MAIN BATH
0fr
9.0 ft heat/cool'10.0 x 5.0 ff
50.0 ft2
Ty Construction
number U-value(Btuh/ft'-'F)Or HTM(Btuh /ft')
Area (ft 1or perimeter (ft )
Load
(Btuh)
Area (ff 1or perimeier (ft)
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Wlc
W
Wrc
WlG
Wrc
Wl-----clD
W'-G
c
F
F
12COsw
61C
1 2F{sw
61C1 1D0
12FOsw
61C
12COsw
61C
12F{sw
61C
1ZCOsw
12FOsw
61C
11D0
12COsw
12FOsw
12FOsw
61C
168-50ad
19A0bscp
2'lA28c
0.09:l
0.350
0.065
0.350
0.000
0.065
0.350
0.09't
0.350
0.065
0.350
0.09'l
0.065
0.350
0.000
0.091
0.065
0.065
0.350
0.020
0.295
o.o22
nn
n
n
n
nene
s
is
s
nw
6.7325.90
4.81
25.90
0.00
1.8125.90
6.73
25.90
4.41
25.906.73
4.4'l
25.90
0.00
6.734.81
4.41
25.90
1.4A
8.20
1.63
1,231 1.5€
o.47't'1.54
0.0c
o.4'126.1a
1.23
37.6€
0.4?
37.65't.23
o.47
20.65
0.0c
1.230.41
0.47
26.15
0.84
1.55
. 0.0c
25
JO
130
oc
0
0
0
36
0
0
130
0
0
0
0
0
0
0
0
00
0
0
0
0
313u7
0
0
173
0
0'192
0
0
0
0
0
0
0
0
0
31
516
0
0
17
0
0
1090
o
0.0
0
0
0
0
0
0
00
U
0
0
0
0
0
0
0
0
500
0
50
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
0
0
o
0
0
74
0
0
0
0
0
0
0
0
0
0
0
0
0n
o
0
0
0
0
0
42
0
0
6 c) AED excursion 125
Envelope loss /gain 1326 70q 74 40
12 4 lnfiltration
b) Room ventilation 533
c
51
0
0
0
a?fntemal gains : Occupants @ 25O
Appliances @ 1800
1
0
250
0
0
0
Subtotal (ines 6 to '13)1 858 1 100 74 40
14'15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Oo/.0o/l
1858
0
0
0't 100
Oo/o oo
0
0
0
74
0
0
0
0
40
0
Total room load
Air required (cfm )
1858 |421
11ool6el 74
2
40
a
,&- 4*- rrrf*rgrrrt*crFe- Right-Suite@ U nivers al 7.1.03 RSU 06972#Gh C,\Documents and Settings \ROBERT HALL \My Oocuments \Vvhightsoft FIVAC \WNSTON MOOEL Sl 238.rup Calc =2O12-Apt-20 16:Q7:14
Page 6
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Prinioui certified bv ACCA to meet all reouirements of Manual 8th Ed.
Job: S1238
Date: Apr 20,2012
By: ROBERT HALL
197 STOCKMAN BLVD . RIGBY , lD 834442 Phone: 745-8468
1
2
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
LAUNDRY
16.0 fl
9.0 ft heat/cool
10.0 x 6.0 fl
60.0 ft2
ENTRY
23.0 ft
9.0 ft heat/cool
7.O x 16.0 ft
112.0 ft2
Ty Construction
number
U-value(Btuhn'zrF)Or HTM
(Btuh /ft 1
Area (fr1
or perimeler (ft)
Load
(Btuh)
Area (fr')
or perimeter (ft)Load I(Btuh) |
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
6
11
WL----c
vy
lJt;
Wlc
W'----G
vyt-----G
Wl-----clD
WL----€
c
F
12Cosw
61C
1 2F4sw
61C
11D0'l2F{sw
61C
12COsw
61C
12F{sw
61C
12COsw
12F{sw
61C'1 1D0
12C{sw
12F€sw
12FOsw
61C
168-50ad
1gA-obscp
21A-28c
0.09't
0.350
0.065
0.3500.000
0.065
0.350
0.09'l
0.3500.065
0.350
0.091
0.065
0.350
0.000
0.091
0.065
0.065
0.350
0.020
0.295
o.022
n
n
n
nn
ne
ne
e
s
nw
6.73
25.90
4.41
25.900.00
4.81
25.90
6.73
25.90
4.81
25.90
4.8'!
25.90
0.00
6.73
4.41
4.81
25.90
1.44
8.20
1.63
1.23
11.55
0.47
1 1.55
0.00
o.47
26.15
1.23
37.65
0.47
37.65
1.23
o.47
20.65
o.oo
1.23
o.47
o.47
26.15
0.84
15<
0.00
0
0
0
n
0
0
90
21
54
6C
0
0
0
0
0
00
0
0
0
0
0
69
0
2'l
0
54
0
0
ou
0
0
sl0l0l
0ltlsl
0l
0l
332 |3lol260 |0l'gl
olIIIIIIIIl
ol
0lolilol
0lol0l0l331
ol
0l
0l2610l
0l501qI
ilolol
0lol
tl
0l
aol,il,41
0l,,rol'l
IIIIIIII
0
0
0
00
0
0
0
0s
0
0
42
0
2'l
0
1M0
0
1',tz
0
0
0
0
0
0
0
0
0
0
0
0
0
0
202
0
0
0
aoa
0
0
166
0o
0
0
0
0
0
0
00
0
0
00
20
0
U
0
68
0
0s4
0
0
c) AED excursion -10
Envelope loss /gain 103 t060 173
't2 a) Infiltration
b) Room ventilation
60€(t
6/C
n
84
0
13 lntemal gains : O@pants @ 250
Appliances @ 1800
0
0
subtotal (lines 6to 13)1249 162 1935 257
14'15
Less eldemal load
Lesg transfer
RedistributionSubtotal
Duct loads 0o/l oo
0
0
1289
0
'162
ool 00/,
0
0
0
1935
0
0
0
0
257
0
Total room load
Air required (cfm )
1289 162
10
'1935
43
zcI
16
-+-_ 4{+ wrtGr}i?*eft
€G c:\Docrments and Settings
Right-Suite@ U niversal 7.1.03 RSU 06972
\ROBERT HALL \My Oocuments \Wrightsoft HVAC \WNSTON MODEL Sl 238.rup Calc =2O12-Apr-2O 16:O7il4
Page 7
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
Job: 51238
Date: Apr 20,2012
BY: ROBERTHALL
197 STOCKMAN BLVD , RIGBY , lO 834442 Phone: 745-8469
2
3
4
F
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
KIT DINING
54.6 ft
9.0 ft heat/cool
1.0 x 484.0 ft
484.0 ff'
Ty Construction
numDer
U-value
(Btuh /fl4'F)
Or HTM
(Btuh /fi 1
Area (ft 1or perimeter (ft)Load
(Btuh)
Area
or perimeter Load
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
o
11
Wlc
W
WL----G
WlG
W'--_G
W!GlD
W
WrG
c
F
ts
12o{sw
61C
12FOsw
61C
1 1D0
12F{sw
61C
12COsw
61C
l2FOsw
61C
12C{sw
12F{sw
61c
1'tD0
12COsw
12F{sw'l2F{sw
61C
168-50ad'lgA-obscp
21A28d.
o.oel I0.350 |0.065 |0.350 |0.000 I0.065 |0.350 |0.0e1 |0.350 |0.065 |0.3s0 |0.091 |0.065 |
0.350 |0.000 |0.091 |0.065 |0.06s I
0.350 |0.020 |0.2e5 |0.022l,
IIIIIIIIIIIIII
n
n
n
nn
ne
ne
e
s
s
s
s
o. rc
25.90
4.A1
25.90
0.00
4.81
25.90
25.90
4.81
25.90
o. rJ
4.8.1
25.90
0.00
o. /J
4.41
4.81
25.90
1.84.20
1.63
1.23
11.55
o.47
1 't.55
0.00
a.4726.1 51.23
.O.:47
37.65
1.23
0.47
20.65
0.00
1.23
o.47o.47
26.15
0.84'1.55
0.00
279
eo
42
zc
10
90
25
10
4U
20
198
042
16
90
72
16
0444
20
0
952
1010
L
7e24A
433
0
0
346
76
248
716't64
0
94
450
251
I43
34
8
251
407
Q1
0
6 c) AED excursion -192
Envelope loss /gain 4271 1 383
a) Infiltration
b) Room ventilation 2079
0
201
13 lntemal gains : Occupanb @ 250
Appliances @ 1800
U
3600
Subtotal (lines 6 to 13)6350 5183
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads ool Oo/l
0
n
6350
0
5183
Total room load
Air required (cfm )51 83
326
2012-Apt-2O 16:O7:14ffih C:\DocumentsandSettings \RoBERTHALL \MyDocuments \WrightsoflFtvAc \WNSToNMODELSI 238.rup catc
u''-^P'-/
pageS
Main flo
227dm , u^-'127 dm
MATER BATT
R+9 cfm
tffitzg.tt
Rlogcfm
R. 1og"fm
KIT DININC
Scale: I : 89
Page 1
Right-Suit@ Universal
7.1.03 RSU06972
2012-Aot-20 16:07:39
\Documents and Settings \ROBERT
KARTCHNER HOMES
197 STOCKMAN BLVD
RIGBY tD 834442
Phone:745-8468
Job #: 51238
Performed by ROBERT HALL for:
WINSTON MODEL
HENDERSON SUB
REXBURG
Basemer
Job #:S1238
Performed by ROBERT HALL for:
WINSTON MODEL
HENDERSON SUB
REXBURG
KARTCHNER HOMES
,I97 STOCKMAN BLVD
RIGBY tD834442
Phone:745-8468
Scale: 1 : 89
Page 2
Right -Su i te@ U ni versal
7.1.03 RS1.J06972
2012 -Aot-20 1 6:07:39
C:\Documents and Settings \ROBERT ..
I DuctSystemSummary
Entire House
KARTCHNER HOMES
197 STOCKMAN BLVD , RtGBy , tD A34442 phone: 745-8468
Job: 51238
Date: Apr 20,2012
BY: ROBERTHALL
WINSTON MODELKARTCHNER HOMES
HENDERSON SUBREXBURG
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length(l-E L)
Heating
0.70 in H2O
0.36 in H2O
0.34 in H2O
0.19 /0.15 in H2O
0.063 in/100ft
880 cfm
Cooling
0.70 in H2O
0.36 in H2O
0.34 in H2O
0.19 /0.15 in H2O
0.063 in/100ft
880 cfm
536 ft
Name
Design
(Btuh)
Htg
(cfm)
clg
(cfm)
Design
FR
Diam
(in)
HxW
(in)
Duct
Matl
Actual
Ln (0
Ftg.Eqv
Ln (ft)Trunk
BASE BATH
BED 3
BED 4
BEO,I
BED2-A
ENTRY
FURTURE FAMILY
FURTURE FAMILY .A
FURTURE FAMILY -B
KIT DINING
KIT DINING -A
KIT DINING -B
LAUNDRY
MAIN BATH
MASTER BED
MATER BATH
h 1411
c 1275
c 1100
h 3526
h 5436
h 1935
h 3311
h 3311
h 3311
c 1728
c 1728
c 1728
h 1289
c40
c 1141
c 780
32
73
42
79
122
43
74
74
74
47
47
47
29
2
72
23
11
80
69
51
98
16
32
32
32
109
109
109
10
3
72
49
0.070
0.065
0.094
0.064
0.063
0.087
0.094
0.101
0.097
0.103
0.092
0.099
0.112
0.095
o.071
0.067
5.0
6.0
5.0
6.0
6.0
5.0
5.0
5.0
5.0
6.0
6.0
6.0
5.0
5.0
6.0
5.0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
27.0
48.0
33.0
36.0
47.0
23.0
33.0
18.0
25.0
24.O
22.0
32.0
19.0
19.0
35.0
32.0
250.0
250.0
175.0
270.O
260.0
200.0
175.O
175.0
175.0
165.0
190.0
165.0
155.0
185.0
240.O
260.0
st2
st2A
st2
st2A
st2B
st2
st3B
st3
st2
st3
st2
st3A
st3
st2
st2
st2,A
Botd litalic values have been manually overridden
S vrrrlgrlt*rl&"
C:\Oocuments and Settings
Right-Suite@ U niversal 7.1.03 RSU 06972
\ROBERTHALL \MyDocuments \Wightsofi HVAC \WNSTONMODELST 238.ruD Catc =
2012-Apt-20 16i07:17
Page 1
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
st2B
st2A
st2
st3A
st3
st3B
st1
Peak AVF
Peak AVF
Peak AVF
Peak AVF
Peak AVF
Peak AVF
Peak AVF
122
297
608
122
272
74
880
98
278
589
140
291
32
880
0.063
0.063
0.063
0.094
0.094
0.094
0.063
274
534
684
316
654
167
792
6.9
9.6
12.5
6.7
8.8
5.3
14.4
8x8
8x10
8x16
8x8
8x8
8x8
8x20
ShtMetl
ShtMetl
ShtMetl
ShtMetl
ShtMetl
ShtMetl
ShtMetl
st24
st2
stl
st3
st1
st34
!ame
Grill
Size (in)
Htg
(cfm)
clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb6
rb7
rb8
rb5
rb3
rb1
rb2
0x0
0x0
0x0
0x0
0x0
0x0
0x0
113
96
92
124
148
153
153
141
129
127
227
63
83
109
150.0
223.0
229.0
125.0
88.0
153.0
152.0
0.097
0.065
0.063
0.116
0.165
0.095
0.096
446
409
403
360
469
485
485
6.7
7.0
7.0
7.7
6.1
6.9
6.9
u4.25
14fr.25
14fr.25
2-14tr.25
14fr.25
14fi.25
14fr.25
10€
10)€
10)€
2-10x18
10)€
10)€
10)€
SJSp
SJSp
SJSp
SJSp
SJSp
SJSp
SJSp
rt1
rtlA
rtlB
rt1
rt1
rt1
rt1
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
rtl
rtlB
rtlA
PeaK AVF
Peak AVF
Peak AVF
880
92
188
880
127
257
0.063
0.063
0.063
660
287
577
14.4
7.0
9.1
8x24
8x8
8x8
ShtMetl
ShtMetl
ShtMetl
rtlA
rt1
{* vqrt.lg}rkoft- Right -Suite@ U niversat 7.i.os RSU 06972
c:\Documenls and seftings \RoBERT HALL \My Documents \vvhightsoft HVAC \wNSToN MoDEL st 238.ruD catc =
2O12-Apt-2O 16:O7i17
Page 2
12 00199
760 Griffin St - SFR
05/01t2012
Routing:
Xx Quinton Owens (Please review by MondayrMay 7)
Please complete the following:
D"y1 NA
A ! Review Plans
,t r Enter Notes for the applicant under Submittals
F n Update status in the Approvals tab
E I Return building plan and this check list to Amanda Saurey
Notes: