HomeMy WebLinkAboutALL DOCS - 12-00163 - 2351 W 960 S - SFRII
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Gertificate of Occupancy
City of Rexburg
Department of Com munity Development
35 N. 1st E. / Rexburg, lD. g3440
Phone (?08) 359-3020 / Fax
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00163
International Building Code
2351 W 960 S
Single Family Residential
Type V, non-rated
N/A
No
2009
Contractor:
Special Conditions:
Kartchner Homes
Occupancy:Residential - 2 units or less, permanent in nature
This Certificate, issued pursuant to the requiremenfs of Section 10g of the lnternational BuildingCode, certifies that, at the time of issuance, this buitding or that portion of the buiping that wasinspected on the date listed was found to be in comptiahce with the requirements of the code forthe group and division of occupancy and the use for which the proposed occupancy wasclassified.
Date C.O. lssued:
'/7 ,/Z
C.O lssued by:
Building Official
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 Buildlng official has reviewed andapproved said future changes.
Plumbing
Electrical
Fire fnspector: /{/ k
P&Z Administrator -,A / ,4
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CITY O'I
REXBURG
c\, __-_*
Atneri ca's Fn nily Co mtrun ity
RESIDENTIAL BUILDING
35 N 1"E,, REXBURG.ID 83440
208-372-2326
PERMIT APPLICATION
PARCEL NUI,BER' ( We wili provide this for you)
SUBDIVISION:
(Addressing is based on the inforrnation _
"r*t U. "..*"t.)Dwelling Units-_ parcel Acres:
UNIT#-BLOCK# / LOT#__7-
CONTACT PHONE #
PHONE #: Home ( ).- \)rork 6 ) .J 0{l - (
APPLICANT (If other than
(Applicant if other than owner, a statement ^r,horirirrs
APPLICANT INFORMATIoN: ADDRESS
STATE; ZF- EMAIT. FAx
PHONE #: Horne (
lA"tth,a +n{L*r.*o I\ . rrn
cel( 1107-Uf. -
O REGISTRATION # & EXP. DATE
How many buildi'$t; lo."tffiEG
Is this a lot split? NO yES please bring copy of new legal description of properry)
PROPOSED USE:
(i.e., Single Family Residence, Multi Family, ap-
itJtjrt*H.::T*Yl*'r:*Hltj:Tfl? 1YT"*IZATIoN: -under penarty orperjury I hereby certiry that r have read this;i#"'rfrTi.'fr'.*',#L?fr:H:1,:?i:-'^ei1:T.n i*_+:4-v'ir."'--""."";ilk";i;';J;"*.,T:!:'J?ff:iT:#; #1,. *.3-3"1ffTi":#:'f:ffi:i:X,'*::*-***-:1r::ry#J#;Hxilh"'ff.-':'.H18::,T:T-?'ffiil"ffff.'f;?'""J,"u:;?[:il"*$:f*:Tl5hT"if:llffi-*:*'::*:*_*:lb*:;:rffi'';1#!ff."e;;"ffi:,:"-fl'Jf#*'#i:ffi:li:fi
cases of any falseiH'.rr.ffl;.r""9:*XT;.*:j:r_*i:lgl-:"r;;;;;il"#;i'f,:'.'jilffil'o::f;,':::#tT!6ffi;ffi::""fg::X*i,T:;fl::::f::::i:..r"T_"e"ppri."tioo o,o".i.';il;;;i.h;;.fi;;,il,:fiil;,Tj3:ffiffi:"il,Permitvoid ifwor:k stops for 1g0 days.
4,2-,
DATE
Plan
UALD
Yl*I"- IUILDING?ERMIT MUST BE POSTED ON CONSTRUCTION SITE!*;, :.^ ll::';i::*li. :1 l: p "ia i" r"iLi n",il ;i.ppn";ffi ;,ffi ;ilJ+t,rrlf;o.""j"*::o::::.*:r:::i,ltft:nl1n111ey-{eea"."-i"-,".J;i#;;'"ffi ##Building Permit Fees are dur at timJ.r.ppri".,i"io os"lai"c p..Ji. ;:.Trffiilli:H:i::., not crear**
t?
Builfg Sofety Deporlment O
www.rexDurg.org
OF
35N l"tE
Rexburg,|D83440
Ciiy of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
REXBURG
A n rc rtc ab & u nily Co mm u n ily
Remodeling Yout Building/Ifome (need total constructions estimate, excluding fre, electricat, plumbing,
and Mechanical valuations) $
Residential
SURFACE SQUARE FOOTAGE: (Shall include the extedor wall measurements of the building)
First Floor Area 8t+Unfinished Basement are
Shed or Bam Catport /D eck (30" above grade)Area_
Commetcial
Construction Type:.Occupanry Type:
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall rneasurernents of the building)
New Constnrction sq. ft.
Comrnercial Remodel sq. ft.
Commercial Addition sq. ft.
Utility, Misc. Pdvate Garage sq. ft.,
Storage sq. f
Multi-Farnily/Single Stu den t lfoasing
sq. ft. per unit
Manager Unit sq. ft.
h ,r,
Building Sofety Deporlmenf
clty ol Rexburg
Pertnit#
*++**+*+**x***Watet IVIetet SiZel
Plumbing
I
CITY OP
35 N. l" 8,, Rexbu<g,Id 83{40 REXBURG
i*",,"n;i4,*-*,,
.*NERSNAI,TB l<arltWr ttW
PROPERTYADDRESS
Watet Meter Quautlty:
Requircd!!!
Plumbing Contractor's Nnmc
b
Cdl Phone
o Ovct $100,001
RESIDENTTAL
Phonc
nx01t8)g.3s'/3oa
(C9MMBRCIAL/INDUSTR.IAL) Total cort ofplumblngeystem (Gonrrec{ed Amount) $-(altlello lort ottiolo,ink iniollnl n4axlhu of thfni! lejlyirit ?ltoltu litairnio-thit htgalion f falt tpfrotrol rptlical$ ue ilioned ckctyltav ol tbittona).
D Up to $10p00 (!eEl cost of system x 0.02) + 60 = $o Bctweeng10,001-$100,000 ((rotalcostofsystcm-10.b00)x0.01) * g2co= 3( (totnl cost of system- 100,00'0) x 0,0-05) + gl,1d0 -- $
Ncv'l Stnglc temlly ff1va12t* lncludlng all bulldtngt n lth ,rulrlng belng conetlvetcd on cacy prcpcny. (*Beeed on Ilvlag epace,e,ee dcffafuIo.a bcloly) r r-
tr up to 1,500 sq fi - $130 p r,50r co 2,500 sq ft - g195
tr 2,501 ro 3,500 sq ft -9260 o 3,501 ro +,Soo sq fc _ gt2|D over d500 sq ft $325 pfus $es for eech rddidond 1p00 sq fr. or pomion rtrcrcof (grzl + (g65 x # of eddidonel
_ - 1..000 sg. ft o' ponioo rhcrqo0).
Nev lt{tilrl-P*nlly Dwelllng (Coo tre"toii Ontyl
D DuplcxApnttrncntg2d0
o Thrcc ot rnotc rnulti-family unirsr $l30icr buitding plus $65 pcr unir: ($130 x tlof buitdiogc) + (S65 -x # of unitr)trEx|etlngRee|dence,andDe(qcheds!1n:$65fccplus$10pcrfxtuieupt@iog
eq. fr. of tLe building ($65 + (910 x # of txnucs)o GrayVater Sye teme; $1110D Lewn SprlnHers,/Backllow Devlce; $65tr Modrrler, Manulhctured or Moblle Homee: $65 for scrver and rvatcr shrb connccrionstr Mrrltlpurpose FLe Sprtnlder end Dorneetlc\Patet supply system: $65 fcc or $4 p* sprinklcr hcad, rvhichcvcris grcatcr
Sevet & lVater
tr $38 Scrvcr Linc a$38 \tr(/etct Linc o$65 Scrvcr & \flecct- if inspcctcd at thc snmc ttnco $65 Sorzer Runaround undcr housc (changc frorn scpric ro city)
MISCELI.ANEOUS
tr PInn Chccl<: 965 pcr hour
n Technlcal Servlce: $65 per hour
, o Ges Ltnel $65
tr Wa(cr Heater Replacemelrtr g65
0 Requcetcd Inepcctlonl 965
o Hydrodc Hearlngl $65 + ($10 x # of manifoldr/zonee)
l1*:gY.::*tP-T:-:','f_"1_1,:Tlqylintcodcd T.h"l+ hqbitationrvhi:hmay.rcaEonably bc rrtilizcd forstccping, cating, cooking,bathtnA rvaohing, rccreation, and sa"iriiion pu{poscB. "An uafinishcd baeemcnr is *Jfa.r.Jp* or ,frJF"Lg "pr...
Conqqctor Liccngenu$bcr&
_.-t---J-*-
Datc
Bu g Sofety Depqrlme
City of Rexburg
cITy or
35 N. 1.,E., Rexburg, id 83440
Phone - Q08)359-3020 /Hotlioe - e08)372_2344 /Fai.r_ e08)359_3022
OV4\IER'S NAME
PROPERTYADDRESS
SUBDTWSION
PI{ASE LOT:- BLOCK
Pernit# 12 OAft3
2351 West 960 SouthPermanent powe;
REXBIIRG
Atnericais lhnily Co nnunity
Requircd!!!ELECTRICAL
Electrical Contractor's Name
Ad
Pleone (
Em
Pumps-Vatet, fuigation, Sewage (each motit)tr 965 up to 25Hp nfi95 _26 to 200Hp rg130 over 200 Hp
MISCELI.ANEOUS
tr Tempotary consttuction sewices oNLY: 200 anpor less, one locatioa (for a period not to exceed 1 yeat) - $65tr Tempotary Amusement $65 fee plus $10 per ddg loo..r.ioo or gefleratortr rrrigation Machine: $65 for center pivot plus $10 per tower of drive motortr Technical Seryice: $65 perhour
tr Plan Check 965 per horu
tr Requested Inspection: $65
l"H;t*:aruxH;"11lT"9rH'"T.',::3":"t t::im"3l'l*::-T*-T111."':"ablr b;:{3:d for sreeping, eating, cooking,
Date
cetlPhone QllS,^*31;fi
(COMMERCTAL/rNDISTRrAL) Total cost of electdcal sylte- 1colo"",ed Amount)(Includet the ntt of nateials Tcana 7z.a!n1o1itepaf1ippbing;r. rtti*iiii i)aerthts;nqmatt !1pe shatl applt to anlt and a// eruticarnot tpecifcalfu nentioned ebeahen on thisJom).
D Up to $101000 ^ - (total cost of svstem x 0.02) + 60 = $r Between $10'001 - $100,000 ( (trta -J .El"t.* - ro.irool x 0.01) + g260 = gtr over $1oo,oo r r@ x o.oo5) + g1,160 = gsmall srotks (contractots oNL\l: $1b'E. ro" --E.oGffi!-'g200 in'cosi ,rrJrro, rnvolving a change insenrice corrnections. Does NOT tequfue inspection.
RESIDENTIAT
New: siagle FamilyDwelltng, iacluding aII buildings with vzidag being coastructed on each propetqr. (*Based oa liuiag space,see defraitioa below)
Up to 1,500 sq ft _ 9130
B 2,501 to3,500 sq ft - fi260
tr 1',501 to 2',500 sq ft - $195
D over 4,500 ,q ri$:zs plus $65 for each additional1,000 sq ti",1',:ff.l,"*:r*?f#i'i*" x # of additional_ _ _1.000 sq. ft orporrion rhereoO).
Afew: Multi-Fatnily Dwelliag (Coaftac; OnIv)tr Duplex Apartrnent $260tr Three ot more multi-family units: $130 per buildingplus $65_per unir ($130 x # of buildings) + ($65 x # of units)tr Existir:g Residence, Modulat, Manulacturea olnaouit. Ao*.r, "Ia o.t..t a shop: $65 fee plus $10 perbranch ctucuiq up to the maximum "f p..._3:.rp_.3!g;il ft. of A. bdeg@D centtal Heating/cooling systems: $65 when NoT;; of new resid.e.,ti"il, rrvac pennit with no additionalS7iri"g
*,_: *:::?*j}ll lna s-wiy,ming?oots: g65 fee for each tnF to inspecr
8
Building Sofety Depqrlmenl
City of Rexburg
Phone: 208.372.2326
Fax: 208.359.3022
SUBCONTRACTOR LIST
Excavation & Earthwork t
Cor...t.. O
*u*.e-d 5*one eal-53"18
R"ofugt
Itrd"don:
Dty*ilt
Petug'
Floor
Co.fugat
Pl*bhg' L
H."fugt
H..d.d' _3
Special Construction
(Manufacturer or Supplier)
Roof Trussert
Floor/Ceiling J"I"r"t
Siding/Exted""Tfut
REXBIJRG
A:neria's Family Comrn unity
OF
35N l.rERexburg,|D83440 www.rexburg.org
Building Sofety Depqrfmenf
3l}.'ji;*:l::fl;'j,'i-i ,^^^\^-^ crv or Rexburg
CITY OF
BEIB^,lKq
Ant eica\ lhnrily Camnunijt
PROPERTYADDRESS
SUBDIVISION
PHASE LOT
Pernit#
OWNERS NAME
Reguired!!!Mechanical
Mechanical Contrzctor's Name
Address
cellPhoneffi)
Fo(
tf#::f*l*f,Ylffi)I:::!::::"?,'pl".TlTssr*er(con,rac,edAmoun)(Includet.the cott of nateial: intralled ngoraro d;bri-;"
-"'" vr Pruul'rrrg sysrem (contracted amoyn9
inttaltations noi titlinrU)'rrrrned ekeahen o; ,rr;rr;rtq?fu'ng
it' Thefeu lit*d under tbis inspection gpe thall applt to an1 and a// mecbanhalircrallations n1t eecfieat! nentioned ek"ewhen ,i ,ijr'iril.tr Up to $10,000 (tptalsost of system x 0.02) + 60 = $
: 3:Y::l"tll'i001 - $100,000 affi o.o*t; * gz6o =tr Over 9100,001 ( (total cost of system _ 100,00b) x o.o6s; i $i,rao = gRESIDENTIAL
!;*;"1Xr!:f;:;j:iwellins', iacluding arr buirdings with wiring beins constructed on each ptopett,.(*Based on Euiag space,
o_ Up to 1,500 sq ft _ g130 u 1,501 to 2,500 sq ft _ g1952,501 to 3,500 sq ft _ g260 D 3,501 to 4,500 sq tt_g325D over 4,500 sq ft g325 plus g65 for each additional 1,000 sq t" "rni#.lr"rll::;New: Multi-Fanily Dwelhag (Coot ".tor" doyltr DuplexAparrment g260
**HVACequipmentbeinginstaired$n,"at^Hyr.ill;*iilffi'il:r::#;:rntf;
;
MISCELI.ANEOUS
D PIan Check 965 perhour
tr Technicalservice:$65perhour
tr Gas Line:965
tr Water Ffeater Replacement: $65
D Requested Inspection: $65
D Fireplace/Solid Fuel Burning Appliance: g65 per inspection
]ttr"g spage-- space witlin a drvelring unit inteaded for human habitarion w
9:9t;' iul'^g, n,\pgbrS and sanitatioa purposes. An unfinisheri ,"".*..3:n^T:l::i:ii"btv b." :*:d fot sleeping eating, cooking,bathing washing,. . o rvr uuulal laDllauon.whlc
?f ana sanltailon pwposes. An unfinished basement iis considered part ofthe living space.x*Examples of solat, watet heatef, etc.
of Liceased Contractor
rirl^,.+t\l( . l' , llvA I| | vv l/ I // J I
Llcense number & Exp. date Date
E,XE,MPTIq}S F'ROM STATE, REqSTRATION
As ofJanuary 7,2006, the City of Rexbutg cafl no longer sell petmits without having ^ copy of your Statetegisftation numbet or,your exemption ftom the State tegisttation. Please send " .opy of yo* state regislation orfill out this form showing yoru exemption and send it wiL your license renewal o, yo* next petrnit application.
(fhis list is a sumtnatization of Idaho Code rltle 5! Chapter 5205, fot fuli definitions of these exemptions pleasesee the State's website at www.ibol.idaho.gov/cont.htn)
tr curently state licensed pwsuant to Titre 54 Idaho code, chapters:
3 Atchitects,
1 0 Electtical Conftactors/Joumeyman,
1 2 Engineers/Surveyors,
19 Public W"t-. Conttactors (exempt ftorn fee only registtation tequited),
26 Plumbing/Plumbers,
45 Public Wotks Construction Management Licensing Act (exempt from fee only registration tequited), ot50 Installation of heating, ventilation and ut conditioning systemJ
tr Employee ot volunteet of a licensed conftactor or part oi an edu.ational cutriculum ot nonprofit chatitableactivity with no wages or salaty
D Employee of a US Govemrnent agency (State, City, County, or othet municipality)
tr Public Utility doing construction, maintenance, ordevelopment to its own businesstr Involved with gas, oil or rninetal opetations
n Suppliet doing no installation or fabricating
tr conttacting a project or projects witl a total cost less than $2000tr Opetation of a fatn ot tanch or construction of agticultute buildings exernpt from Idaho Building Codetr Any type of water disttict opetations
u $7ork in rural districts fot fre prevention purposes
tr Ownet who petforms wotk ofl owll propetty ot contracts vrith a registeted contractor to do wotk as long asthe propetty is not fot resale within 12 months
tr Owner ot lessee of commetcial propetty petfotming rnaintenance, repair, altemtion or construction on thatpfoperty
tr Real estate licensee/property mzflaget acting vrithin Idaho code
tr Engagingin the l"ggrgindustry
tr Rentet wotking-on th_e-ptopetty whete they live with the property owners approval
tr Construction of_a building used for industdal chemical pioc.sing pet Idaho Codetr Construction of a modulat building (defined by Idaho Code) to b-eLoved out of state
I heteby cetti$r that the above infonnation is true and cotlect to the best of rny knowledge.
Signatwe Date
Print Name
12 00163
2351w. 960 s. - sFR
04/09/2012
Routing:
Doner Quinton owens (Please review by Monday, April 16)
Please complete the following:
Dong NA
t n Review Plans
r Enter Notes for the applicant under submittals
I Update status in the Approvals tab
n Return building plan and this check list to Amanda Saurey
Notes:
f<6ilte* inru/4hzvt la/aes da
not Seem arreay' //,'// aTVrauZ
bos./ aA ?zEa- 7.cscrrfr're- ua,/uas
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REScheck Software Version 4.4.2.3
Project Title: sffb1
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Construction Site:
2351 w960 s
Gompl iance Gertificate
2009 tEcc
Rexburg, ldaho
Single Family ./Bldg. faces 0 deg. from North /
174ft2
8%
8693
6
Owner/Agent:
kartchner homes
12 00163
2351 West 960 South - SFR
Office Copy
Designer/Contractor:
Compliance: 1.6% Better Than Code
Ceiling 1: Flat Ceiling or Scissor Truss
Wall '1: Wood Frame, '16" o.c.
Orientation: Front
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Front
Door 1: Solid
Orientation: Front
Wall 2: Wood Frame, 16" o.c.
Orientation: Left Side
Window 2: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Left Side
Door 2: Solid
Orientation: Left Side
Wall 3: Wood Frame, 16" o.c.
Orientation: Back
Window 3: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Back
Door 3: Solid
Orientation: Back
Wall 4: Wood Frame, 16" o.c.
Orientation: Right Side
Window 4: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Right Side
Floor 1 : Slab-On-Grade:Unheated
Insulation depth:4.0'
Furnace 1: Forced Hot Air 92 AFUE
Air Conditioner 1: Electric Central Air 13 SEER
40.0
13.0
10.0
6.0
33
34
0.350 't'l
0.300 6
6.0 37
0.350 14
0.300 6
6.0 31
0.350 20
e'tDoT0.010 0
6.0 35
0.350 30
n30.0 { 111
b" wr'l/- ,2
Oa*rolt-t';wl "
7
21
766 '13.0
41
21
660 13.0
57
21
741 13.0
87
174
Compliance Sfatemenf.' 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 IECC requirements in
REScheckVersion 4.4.2.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title: sfTbl
Data filename: C:\Users\Owner\Documents\REScheck\REGHlGH.rck
Report date: 04104112
Page 1 of 5
Name - Title Signature Date
Project Title: sf/bl
Data filename: C:\Users\Owner\Documents\REScheck\REGHlGH.rck Report date: 04104112
Page 2 of 5
REScheck Software Versio n 4.4.2.3Inspection Checkfist
Geilings:
E Ceiting 1 : Flat Ceiling or Scissor Truss, R_40.0 cavity + R_10.0 continuous insulationComments:
Above.Grade Walls:
tr
E Wall 'l: Wood Frame, 16" o,_c., R-13.0 cavity + R_6.0 continuous insulation
:ilTil[]
':"t* tt""tuo rot tt'lt "ioi'"'nr""JJ "n' nas consistent R-varue ratins across fu1 area of the war.
Wall 2: Wood Frame, 16', o.c., R_13.0 cavity + R_6.0 continuous insulation
:ilT:ff
insulation specified for this "o"i'"'nt"u" *"rt has consistent R-varue rating across fu1 area of the war,.
E Watt 3: Wood Frame, 16" o._c., R-13.0 cavity + R_6.0 continuous insulation
:ilTHI:
insulation specifi"o rot ttrl" "ioi,"-gr"iJ *"il r,"s consisteni n-value rating across fu1 area of the war.
E Wall 4: Wood Frame, i6" o,g., R_13.0 cavity + R_6.0 continuous insulation
:illifl:
insulation specineo tor ttrisaooi"-goiJ r"il t "s "on.iri"ii n-varue ratins across fu, area of the war.
E Window 1: Vinyl Frame:Double pane with Low_E, U-factor: 0.350For windows without labeled U_factors, describe featur"s:
#Panes -- Frame Type Thermal Break? -- yes .- No
Windows:
Comments:
E Window 2: Vinyl Frame:Double pane with Low_E, U-factor: 0.350For windows without labeled U_factors, describe features:
#Panes -.- Frame Type Thermal Break? _ yes _ NoComments:
E Window 3: Vinyl Frame:Double pane with Low_E, U_factor: 0.350For windows without labeled U_factors, describe features:
#Panes - Frame Type Thermal Break? -- yes -_ NoComments:
I Window 4: Mnyl Frame:Double pane with Low_E, U_factor: 0.350For windows without labeled U_factors, describe features:
#Panes .- Frame Type Thermal Break? _ yes --. NoComments: _
E Door 1: Solid, U-factor: 0.300
Doors:
Comments:
I Door2: Solid, U-factor:0.300
Comments:
E Door3: Solid, U-factor: 0.010
Comments:
Floors:
E Froor 1: srab-on-Grade:unheated, 4.0'insuration depth, R-30.0 continuous insuration
Project Title: sf7b.l
Report date: O4lO4t12
Page 3 of S
Data filename: C:\Users\OwneADocuments\REScheck\REGHlGH.rck
Comments;
|o',*lL',:f:::i;:3?" down rrom the top orthe'|"o to *
Heating and Cooling Equipment:
E Furnace 1: Forced Hot Air; 92 AFUE or higher
Make and Model Number:
E Air Conditioner 1: Electric Central Air: 13 SEER or higherMake and Model Number: _
Air Leakage:
tr Joints (including rim joistjunctions)' attic access openings, penetrations, and ail other such openings in the buirding enverope that aresources of air leakage are sealed with caulk, gasketed, weatherstripped or othenvise seared with a-n air barrier material, suitabre firm orsolid material.
tr il:ffi::inTJ:ffi:ffi.common walls between dwelling units, on exteriorwails behind tubs/showers, and in openings between
tr Recessed lights in the building thermal envelope are 1) type lc rated and ASTM E2g3 labeled and 2) sealed with a gasket or caulkbetween the housing and the interior wall or ceiling covering.
tr wood-burning firepraces have gasketed doors and outdoor combustion air.
tr Automatic or gravity dampers are instated on at 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 brower door test resurt of ress than 7ACH at 50 pascars oR 2) the foilowing items have been satisfied:(a) Air ba'iers and thermal ba'ier: Installed on outside of air-permeabre insuration and breaks or joints in the air barrier are fiiled orrepaired.
(b) ceiling/attiq Air ba*ier in any dropped ceiling/soffit is substantiaily arigned with insuration and any gaps are seared.(c) Above-grade walls: Insulation is installed in substantial contact and continuous arignment with the buirding envelope air barrier,(d) Floors: Air barier is installed at any exposed edge of insulation.n':##T,?,:lxfl:li;jfiiil'""ft:f:?fij
|,"ff"#ffi"t."" pipes. Batt insuration is cut to nt around wiring and prumbins, or
(0 Corners, headers, narrow framing cavities, and rim joists are insulated.(g) shower/tub on eKerior 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 Materiars and equipment are identified so that compriance can be determinec.
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 equipment efficiency are clearly marked on the building plans or specifications.Duct Insulation:
tr All ducts not compretely inside the buirding enverope are insurated to at reast R_6.
Duct Construction and Testing:
Building framing cavities are not used as supply ducts.
All joints and seams of air ducts' air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by meansof tapes' mastics' liquid sealantq gasketing or other afproved_crosure systems. Tapes, mastics, and fasteners are rated uL jglA oruL 1818 and are labeled according to the duct construction. Metal duct connectionl with equipment and/or fittings are mechanicary
lxlj:lii;lHt rTilu?::l"T::r ducts have " "oit"", rap of at reast 1 lt2inches and are fastened with a minimum of three
Exceptions:
Joint and seams covered with spray polyurethane foam.
jxff::i3?ffiy"ffiffifJ""*::lconnection exists, mechanical fasteners can be equalty spaced on the exposed portion of the
continuously welded and locking-type longitudinaljoints and seams on ducts operating at less than 2 in. w.g. (500 pa).All ducts and air handlers are located within condition"d
"p""".Temperature Controls:
tr fi:?lxlil "ffi::il?itjilT$T:il:':::1[t"dlntrorthe
primary heating svstem and has set-points initiarized at 70 degree F ror
D
tr
tr
Project Title: sf/bl
Report date: O4lO4l12
Page 4 of 5
Data filename: C:\Users\Owner\Documents\REScheck\REGHlGH.rck
tl 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 503 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 Cooling piping tnsulation:
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 erectronic pirot right.
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 g0 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 shuttingoff 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,).
Gertificate:
D 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 Onty)
Project Title: sfTbl
Data fi lename: C:\Users\Owner\Documents\REScheck\REGH lGH.rck Report date: 04104112
Page 5 of 5
d 2009 fECC Energy
l-:LJ Efficiency Certif-icate
Floor / Foundation
Ductwork (unconditioned spaces):
Electric Central Air Conditioner
Water Heater:
50.00
19.00
30.00
0.35
0.30
0.35
NA
Window
Door
Date:Name: -
Comments
QUOTE (NO FORM (NON.ITEMIZED)
t
3l
KARTCHNER HOMES BtD # 12_030299
JOB *
saEsREP MASON MORGAN
Job
Name
Model:
Salem B
I dr { Srbdiv:
BY DATE
BID MGM 03106112
LAYoUT I I
ENG, BY I I
Date 03/06/1 2 Page
:l{t{tl Wtfr11
ldaho Falls
3715 BombardierAve.
ldaho Falls, lD 83402
Office: (208) 523-6691
Fax (208) 522-&159
Shelley
580 N. State
Shelley, lD 83274
Office: (208) 357-3468
Fax (208) 357-7466
Rexburg
,lD
JoBSmPHoNE# ( )709_6525
Roof lrusses
PROFILE LABEL OTY T/C PITCH
B/C PITCH SPAN CANTILEVER OVERHANG BRACING
# ROWS
NOTES UNITPRICE TOTALPRIGE/c LMlrtG Llr RIGHT LEFT RIGTI
rfiEN\AlGD t-z 6.0.000.0.00 l0-00-00
2X1 2X6 01-00-0 )1-00-0(0
-@ AlGDV 1-2 6.0.006.0.00 l0-00-00
2X1 2Xe 01-00-0 0
A2 1 6.0.000.0.00 l0-00-00
2X1 2X4 01-00-0 0
\A2V 1 6.0.006.0.00 l0-00-00
2X1 2X1 01-00-0 )1-00-00 0
A3 2 6.0.000.0.00 ]0-00-00
2X1 2X1 01-00-0l1-00-0c 1
"(N>t.A4 2 6.0.000.0.00 !0-00-00
2X4 2X1 01-00-0 0
A5 J 6.0.00
0.0.00 30-00-00
2X4 2X1 01-00-0 0
1 B1 2 6.0.000.0.00 22-02-08
2X1 2X1 01-00-0l1-00-0(0
4",BlGD 1-2 6.0.000.0.00 22-02-08
2X1 2XA 01-00-0 0
m}*.B25GE 4 6.0.000.0.00 22-02-08
2X1 2X4 01-00-0 )'r-00-0c 0
,4"ClGE 1 6.0.000.0.00 1 1-05-00
2X1 2X1 01-00-0)1-00-00 0
A HF-1 2 't3..20
0.0.00 t4-00-00
2Xa 2X1
0
A J1 16 6.0.000.0.00 )8-00-00
2X4 2X1 01-00-0 0
z J1A 4 6.0.000.0.00 ,5-11-11
2X1 2X1 01-00-0 0
4 JlAV 2 6.0.006.0.00 )5-11-11
2X1 2X1 01-00-0 0
z J1B 4 6.0.000.0.00 )3-11-11
2X1 2X1 0'l-00-0 0
&JlBV 2 6.0.006.0.00 )3-11-11
2X1 2X4 01-00-0 0
4 J1C 6.0.000.0.00 1-11-11
2X1 2X1 01-00-0 0
4 J1V 4 6.0.00
6.0.00 )8-00-002X1 2X1 01-00-0 0
4 JZ o 5.0.000.0.00 )2-09-00
2X1 2X4 01-00-0 0
6 J3 t)5.0.000.0.00 )2-08-04
2X1 2X1 01-00-0)1-06-12 0
A J4 o 4.0.000.0.00 )6-00-00
2X4 2X1 01-00-0 0
A J4SGE 1 4.0.000.0.00 )6-00-00
2X4 2X4 01-00-0 0
A JJ1 3 6.0.000.0.00 )2-00-00
2X1 2X1 01-00-0 0
Date 03/06/12
ldaho Falls
3715 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
OUOTE (NO TA)O FORM (NON-ITEMIZED:
il;l
KARTCHNER HOMES BID# 12-030299
JOB #
TALESREP MASON MORGAN
Job
Name
Model:
Salem B
Lot# Subdiv:
BY DA]E
BrD MGM 03106112
LAYOUT I I
ENG. BY I I
Rexburg
,lD
HI
P
T
SPECIAL
INSTRUCTIONS:
Plant Location:
ldaho Falls
JoBslrEPHoNE# ( )709-6525
Roof Trusses
PROFILE LABEL QTY T/C PITCH
B/C PITCH
SPAN CANTILEVER OVERHANG BRAGING
# ROWS
NOTES UNITPRIGE TOTALPRICE
7C LMIE/C Llli LEFT RIGHT LEFT RIGHT
KlHJ 2 4.2.000.0.00 1-03-00
2X1 2Xa 01-05-0 0
KlHJV 1 4.2.004.2.00 1-03-00
2X1 2X4 01-05-0 0
4 KK1 2 5.5.000.0.00 )2-01-06
2X1 2Xa 01-01-0 0
Items
QTY ITEM TYPE DESCRIPTION NOTES UNITPRICE TOTALPRICE
1 HANGERS -HGU526.2 SIMPSON Face Mount Hanger
J HANGERS.HJC26 USP Hio Jack Connectors/ Skewed
o HANGERS -HU526 SIMPSON 2X6 SPF 2155/ DF 2695 (115)
40 HANGERS.LUS24 SIMPSON Face Mount Hanger
Tax is not included in
bid orice shownll
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Structural Calculations
Kartchner Homes
Salem
Lot#7 Block 1, Summerfield
York Engi
5 Apr2012
For:
Plan #:
Location:
From:
2329 W.ollow Rd.
M 876-3501
15
(PSF)
(PSF)
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 .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 20Yo, Setback from slopes is minimum of 25'
Dimensional Lumber: Hem or Dous Fir #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/wananty 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 and/or high wind conditions. The contractor shall veriff all conditions, dimensions and
structural details of the drawing.
40
10
Desisn Criteria
Zone:E
Wffit'0"
n€%"?"x .e*40
The following general requirements shall be followed during construction:
1. Contractor to veriff all dimensions, spans, & conditions and notiff 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 or equiv. ties each end of each truss.
5. Foundation reinforcement as per Utah State Amendment
6. Use 2: #4 barc continuous for all footings
2: # 4bars each side of openings & 2 # 4 barstop & bottom extend 36" beyond opening
8. Use Yz" xl0" J bolts 32' O.C. all foundation walls
9.If discrepancies are found, the more stringent specification shall be followed.
10. All multiple beams and headers to be nailed using 16d two rows 12" O.C.
11. 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 connectors/hangers.
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 .7.2ismet. If set back requirements of R403.1.7.2 cannot 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: l6d 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.If 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.
21. Use a minimum of 2-9 /2" LWs for all headers carrying girder loads.
22..Nllow 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
Footing Calculations
Concrete Specs
Density (pcf)
Strength (psi)
Clear Cover Thickness (in)
Foundation
Overall Height (ft)
Height (in)
WallThickness (ft)
Thickness (in)
Weight (kips/lft)
Footing Specs
width (ft)
Width (in)
Height (ft)
Height (in)
Weight (kips/|ft)
Area per lft
Soil Specs
Density (pcf)
SoilPressure (psf)
Weight (kips/lft)
Building Loads
Roof span
Roof (kips/|ft)
WallHeight (ft)
WallLoad (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Calculations
Total Weight on Soil (kips)
SoilLoad (ksf)
Required Footing Width (in)
Required Footing Depth (in)
Plan: Salem
Date: 7 Aug 2009
Location: Base Plan
BASMENT
right interior
150 150 150
3000 3000 3000
333
back front
150
3000
3
7.83
94
0.67
8
0.78
2.00
24
0.83
10
0.25
2.00
7.83 0.08
94 1
0.67 0.67
88
0.78 0.01
1.50 1.33
18 16
0.83 0.67
108
0.19 0.13
1.50 1.33
125 125
1500 1500
0.41 0.00
80
0.26 0.00
14 12
0.28 0.18
232
0.05 0.80
0.59 0.98
1.56 1.12
1.04 0.84
left
125 125 125
1500 1500 1500
0.65 0.65 0.41
150
3000
3
7.83
94
0.67
8
0.78
2.00
24
0.83
10
0.25
2.00
7.83
94
0.67
8
0.78
1.50
18
0.83
10
0.19
1.50
8
0.26
18
0.36
2
0,05
0.67
1.64
1.09
31
1.01
18
0.36
30
0.75
2.12
3.15
1.58
24
10
31
1.01
18
0.36
26
0.65
2.02
3.05
1.53
24
10
lE 16 16
10108
Plan: Salem
Date: TAug 2009
Location: Base Plan
FB.2 FB-s FB-6 FB-8 FB-g FB-12 RB.2 RB-3Sawn Lumber
Load Parameters
Floor Live Load(psD
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(plf)
Wall Height (ft)
Wall Weight (psf)
Wall Load(plf)
Roof LL (psf)
Total Roof Load(psfl
Roof Span(fi)
Total Roof Load(pto
Beam Weight (plD
Live Load (plD
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)
Wdth Estimate (in)
CF=
Area =
Momemt of Inertia I =
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
40 40 40 40 4050 s0 50 50 50131623022
325 400 50 750 55008800
20 20 20 20 20160 160 160 0 050 50 50 50 5065 65 65 65 653631800
1170 1008 260 0 o5.6 5.6 5.6 5.6 4.41160 1095 240 600 4401661 1573 476 756 554
40 40 40
50 50 502900
72500
032
20 20 20
06040
50 50 50
65 65 65
0331
0 98 1008
4.4 5.6 5.6580 75 775
729 163 1053
RB-4 RB-s
40 40
50 5000
00
20
20 20
400
50 50
65 65
31 7
1008 228
5.6 4.4
775 175
1053 232
111111
324533
2491 't573 951 1889 832 .t 0942491 1573 951 1S89 832 1og4'f868 787 951 2361 624 8212491 1573 951 1889 832 1094
1111
4455
326 2106 2633 580
326 2106 2633 580
326 2106 3291 725326 2106 2633 580
9.25 9.25 9.25 9.25 7.25 7.25 9.25 9.25 9.25 7.253333333333
1.10 1.10 1.10 1.10 1.20 1.20 1.10 1.10 1.10 1.2027.75 27.75 27.75 27.75 2't.75 21.75 27.75 27.75 27.75 21.75198 198 198 198 95 95 198 19s 198 95524 221 267 662 285 375 91 591 s23 331935 935 e35 935 1o2o 1o2o 935 935 935 10201.78 4.24 3.50 1.4't 3.58 2.72 10.22 i.is 1.01 3.08165 165 165 165 1SO 180 165 165 165 1803053 3053 3053 3053 2610 2610 3053 edss 3053 26101.23 1.94 3.21 1.52 3.14 2.s9 9.36 -i.is
1.16 4.502.05 1.29 0.78 1.55 0.68 0.90 0.27 1.73 2.17 0.481300000 1300000 1300000 1300000 1300000 1300000 1300000 13o0o0o 1300000 13000000.01 0.00 0.01 0.03 0.01 0.01 0.00 o.oz 0.04 0.02360 360 360 360 360 360 360 Coo 360 3600.10 0.07 0.13 0.17 0.10 0.10 0.13 o.is 0.17 0.1712.17 43.50 24.81 5.08 15.44 11.72 zg.eg i.da 3.93 8.390.01 0.00 0.0.t o.o4 0.ol o.o1 0.oo o.o2 0.06 o.o3240 240 240 240 240 240 240 iio 240 2400.15 0.1 0.2 0.25 0.15 0.15 0.2 7i.z 0.25 o.2s12.75 45.42 18.78 6.05 18.39 13.98 54.78 8.48 4.g4 9.50
2:2x10 2:2x10 2:2x10 2:zx10 2:2xB 2:2xB 2:2x10 2:2x10 2:2x'r0 2:2xB
Plan: Salem
Date: 7 Aug 2009
Location: Base plan
LVL Beam
Load Parameters
Floor LL (psf)
Total Floor Load(psf)Floor Span (ft)
Total Floor Load (ptf)
WallHeight (ft)
WallWeiqht (osfl
Wail Load (pfi)
Roof LL (psf)
Total Roof Load (osfl
Roof Span (ft)
Roof Load (ptf)
Beam Weight (ptf)
Live Load (ptD
TotalLoad (ptf)
Reactions & MomentDuration lncrease
Beam Span(ft)
Reaction 1 (tb)
Reaction 2 (lb)
Max Moment FtLbMax 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 Safetv =
Allowable Sheer-Stress (psi)=
Allowable-Sheer Force (lb)=Factor Of Safety =
Bearing Required =
E (psi)
Deflection LL (in)
Lload Def. Limit UAllowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
TLoad Def. Limit UAllowable Deflection (in)
TL Deflection F/S
Selection
FB.1 FB-3
40 4050 5018 13
450 325
08
20 20
0 160
50 5065 65
036
0 117027j 10360 1160
477 1665
11
21 5
5010 4162
5010 4162
26303 52025010 416254 125
11
621
4731 8285
4731 8285
7097 434964731 8285142 66
FB-4
40
50
16
400
8
20
160
50
65
31
1008
10
1095
1577
FB.7 FB-11 RB-1 RB-6 RB-7
40 40 40 4050 50 50 5016000
400000
8330
20 20 20 20160 60 60 -0
50 50 50 5065 65 65 6531637-i
1008 195 1203 22818 12 12 101095 150 925 1751585 267 1275 n1
1111
10.5 16 g 14g?23 2136 5736 1660
_8923 2136 5736 16602194e 8546 12905 58108323 2136 5736 1660135 51 138 50
40
50
19
463
I
20
160
50
65
4
130
37
470
789
18.00 9.50 9.50 18.00 { 1.88 L.88 { 1.88 9.505.2 3.5 3.5 7.0 5.2 3.i 3.5 3.594 33 33 126 62 42 42 332461 2684 2684 246i ?604 2604 2604 268457576 11775 1177Q 77506 26gqq fidaz tlaaz 1fi752527 250 250 34ot '
7ti ';89
48s 2502.1e 2.26 1.66 1.78 1:?! 2:09 1.38 2.03285 285 285 285 285 idl '285
28517784 6318 6p1q 2ss4o 117g7 Teoo 7e0o 63183.s5 1.52 1.34 i.eg 1.41 3.70 1.38 3.811.28 1.se - _:t.qo 1.58 ?\g o.ai )ta 0.631e00000 1e00000 1e00000 19ood00 1900ooo lgooido 1900100 19oo0o00.33 0.03 0.07 0.32 0.22 0.24 0.15 0,32480 360 360 480 360 360 360 3600.53 0.'t7 o.2o 0.53 g gq 0.53 0.30 0,471.60 4.85 2.98 i.6a 1.61 2.24 2.04 1.470.43 0.05 o.1o 0.53 0_.31 0.42 o.2o 0.43360 24o 240 360 ?1g 240 24o 2400.70 0.25 0.30 o.to 0.53 0.80 0.45 0.701.61 5.07 3.10 1.91 1.67 1.89 2.22 1.62
3: 18" 2:9 /2" 2: g Tz,, 4: 1g,, 3: 11 Ttg" 2: i1 71g,, 2: 11 71g,, 2: g Tz,,
Plan: Salem
Date: 7 Aug 2009
Location: Base plan
GLU-LAM Beam 24F-V4
Load Parameters
Live Floor Load (psf)
Total Floor Load(psf)
Floor Span(ft)
TotalFloor 1 Load(plfl
WallHeight (ft)
WallWeight (psf)
WallLoad(ptf)
Roof Live Load (psf)
Total Roof Load (psD
Roof Span (ft)
Total Roof Load (ptf)
Beam Weight (ptf)
Live Load (plf)
Total Load
Reactions & Moment
Duration Increase
Beam Span(ft)
Unbraced Length (ft)
Reaction 1 (lb)
Reaction 2 (tb)
Max Moment FtLb
Max Shear Lb
Max Shear Stress (psi)
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
Cv=
Allowable Bending Stress
Area =
Momemt of Inertia | =
Beam Value for S (in^3)
Allowable Moment (1b"ft;=Moment Factor Of'Saf6ty =
Allowable Sheer Stress =
Allowable Sheer Force =
Shear Factor Of Safety =
Bearing Required =
LL Deflection in. =
Lload Def. Limit U
Allowable Deftection (in)
LL Deflection F/S
TL Deflection in. =
Tload Def. Limit L/
Allowa.ble Deftection (in)
TL Deflection F/S
Selection
FB-7
40
50
18.5
463
8
20
160
50
65
4
130
24.3
470
777
FB-1
40
50
18
450
0
15
0
50
65
0
0
22.4
360
472
1
21
1
4960
4960
26042
4960
54
18
s.f 3
0.96
2304
92.34
2493
277
53197
2.04
240
14774
2.98
1.55
0.35
480
0.53
1.50
0.46
360
0.70
1.52
1
21
1
8156
8156
42820
8156
82
19.5
5.13
0.95
2286
100.04
3170
325
61935
1.45
240
16006
1.96
2.54
0.36
480
0.53
1.46
0.60
360
0.70
1.18
5 1/8" x {8" 5 1lB" x lg.Tz,,
plan: Salem
Date: 7 Aug 2009
Location: Base plan
TJI Joist
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration Increase
Joist Span(fi)
Joist Spacing
Joisl Weight (ptD
Joist Loading (ptD
Max Reaction (lbs)
Max Moment (FtLb40
Max Shear Lb
Determlne Joist Size
Depth
M.x Moment 10006 (fr-tbs):
F. S. for moment =
Max Shear 100% (tbs) =
F. S. tor shear =
Bearing Required (in.)=
Live Load (U360) =
Total Load (Ll24O) =
El x 10^6 (lb-in^2)
Live Load Oeflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
110
16.5
11.88
10
40
cu
16.5
19.2
2.5
83
681
280A
aer
1'l 7t8"
3015
1.07
885
1.30
2.OO
0.55
0.83
238
0.49
0.63
1.13
1.31
Selection 11 718" 11o's @ 19,2,' o.c
Plan: Salem
Date: 7 Aug 2009
Location: Base Plan
BCr JOTSTS
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duralion Increase
Joist Span(ft)
Joist Spacing
Joist Weight (plf)
Joist Loading (plD
Max Reaction (lbs)
Max Moment (FtLb/10
Max Shear Lb
Determine Joist Size
Depth =
Max Moment 100% (ftJbs) =
F. S. for moment =
Max Shear 100% (lbs) =
F. S. for shear =
Live Load (U360) =
Total Load (U240) =
El x 10^6 (lb-in^2)
Kx 10^6 (lbs)
Live Load Deflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
Selection
6000
16.5
1 1.88
1
16.5
19.2
2.5
83
681
2808
68.1
't1 7t8"
3670
1,31
1175
1,73
0.55
0.83
an6
n?e
0.50
1,43
1,66
11 7/8" 6000 @19,2"
10
40
AA
Plan: Salem
Date: 7 Aug 2009
Location: Base plan
Seismic Galculations
Loading Summary
Floor Dead Load (psD 10
Floor Live Load(psD 40Walls (ExtXpsD 20
Walls (hl)(psD 10
RoofDead Load(psD .ts
Roof Slope
Exterior
Snow Load Reduction
Slope
Snow
Pitch over 20
Rs
Reduclion
L.L.- Reduction
Total Load
Seismic Zone E
RoofLL(psD 50
RoofDL(psD 15
6 t12
combination
Seismic Paramate|1s
26.50 V=CS"W1.4
50.00 Fa= 1
R- 6.5 tabte 16j7.6
ss= 1.772
Sms= 1.77 eq.16-1650.00 sds= 1.18 ed 16-1865.00 Cs= 0.215 pereq.16-49
Adj. Factor 1.4
Cs= 0.iS56
Roof
Floor 2
Floor I
Length W(psD Lbift Wdth W(tb)50 25 1250 39 g24OO
roofwall 6480Total Mass Tributary to Roof Levels = 38BBOShear M(lbs) Roof Levels = 6051Length W(psD tb/fl Wdrh W(b)36 10 360 36 28590wall height 9 13600Total MassTributaryto Floor2= 4Z1gOShear M(tbs) Floor Levels = 6566Length W(psD tb/ft Wdth W0b)50 10 500 39 7560wall height 8 ggOO
Total Mass Tributary to Ftoor 1= 16460Shear M(lbs) Ftoor Levels = 2562
Floor 1 Lateral ForceFloor Z Lateral ForceRoof Lateral ForceTotal selsmic Mass =
Total Lateral Force =
Seismlc Force Distribution*' Roof Sections *
Roofl-loor 1r|oor 2
v/sum(vM-Ht) =
E asement Sneer watlTolal Load (kips)ngnt srde
left side
frontbad(
Floor 1 Sneer watt
Total Load (kips)
ngnt side
len side
ront
back
Floor z iineer watl
Total Load (kips)nghl sideleft sidelrontbad(
065tt66051
't2616
il.(x) W(x) klp W(x)H(x)22.4 39 88'5-1.0009.0 42 422
Totals 81 13060.00900 Total Shear (tbs) =
F(totat)
12.6
6.3
F(rorat)
tz.o
6.3
Vo Force Total Sheer I67.71% a.5420638O.00e/o 12.616473
32.zgYo 12.616473
11ztt16
Shear Wall Load (plf)
Not Applicabte
Not Appticabte
Not Appli€bte
Not Appticabte
Shear Wall Load (plO
21|J
225371
2A7
Shear Wall Load (Dtfl
142
142
305
16tt
rJL (prt) cnticat | (tr)
1344 s
1410 4393 10446 9
Length
10
10
10
10
Length
30
2E17
22
Length
30
30
14
23
F(totat)
6.C4.3
4.3
4.3
4.3
:hear wall criflcat Lengths wail uL t-toor DLFronr 360 650
Eack 960 7soRight ZAO 50Left 360 50
calculate u-pltft, Force Req'd to prevent oT (tbs)Panef Length (ft) Z g
Front 3992 264ABack 2941 931Right 2999 2606Lefi 3163 2717
68-1383 4070-3300 -6121
1427 6411378 486
ROOT DL
1007.5't007.5
260260
4
1305-480
22132270
plan: Salem
Date: 7 Aug 2009
Lo€tion: Base plan
Wind-Loading Calculations using Main Windforce_Resisting System (MWFRS)Longitudinal DlEction
Wind Deslgn C@fliclents
P=wind load'exD @efflw
P=Design Pressure
Horizontal Wind Load (frcm table .1609.6.2.i(1)
Wall Load (psD=
end zone (A)
interiorzon€ (C)
Roof Load (psD=
end zone (B)
intgrior zone (D)
Verti€lWind Load (from tabte 1609.6.2.1(t)
Roof Load (psD=
end zone windward (E)
end zone leeward (F)
interior zone windwrd (G)
interior zone leemrd (H)
Exposuc Coefficient (frcm labte 1609.6,2.1 (4) 1.2glFlmportan@ Faclor (from tebte j604.5) 1.0
Wlnd speed =
Etpos{te
R@f Slope =
RodAngle (deg).
P=wind load'exp coefllw
horizontal mll interiot
horizontial rell end zone
horizontal roof interior
horizontal rcofend zone
verti€l end zone windward
verti€l end zone leemd
verti€l interior zone windward
verli€l interior zone leeward
.4'Hmean
-1'base
End Zone Wdth (ft)
lnteriorZone Wdth (fl)
Gabl€ R@f Load
Floor2 Oiaphragm Sheal
Total Shear (lbs)
Frcnt Wall Length
Back Wall Length
16.1
11.7
2.7
-a.z
31.2
Wldth HetghtEnd 3.9 ,1.9
fnterior 31.2 2,Bj
90 RoofHeight 7.SOC Wail Height 19
Truss Span 30
6 11226.56 Sins = 0.4472
Minimqm pressure
Adjust€d
15.09 15.09
20.77 20.77
3,48 10.003.35 10.00-9.29 0.00-12.64 0.00-6.71 0.00-6.71 0.00
9.'t
3.9
2nd storyEnd Zone Width (ft)2nd Storylnterior Zone Width (ft)
Wnd Load20.77
15.09
Sum =
Wlnd L@d
10.00
10.00
I oEl
Wlnd Load
20.77
15.09
Sum =
Wnd Load
FALSE
FALSE
FALSE
FALSE
For@ (lbsl
152
2206
2357.A1
Forc€ (lbs)
2925
2nd Stor
Fore(lbrft) Forco(tbl'162 162471 425.62632.S 587.62
Fore (lb)
0
d
3.9
28.2
Hip Root Load End
Interior
Wall Lqd
Eno
Interior
end zone windmrd
Feward
interiorzone windward
teeward
AreA
292.5
0
Width Helght
3.9 1.0
31,2 .1.00
Width length
4 23.05
4 23.0531 23.05
31 23.05
Fl@r I DiaphEgn Shear
Total Shear (lbs) 13684Frcnt Wall Length 17
Back Wall Length 22
basemert Diaphragm Shear
Totaf Shear(lbs) 1431|2Front Wall Length ,tO
Backwall Length 10
Critical Wall Length (ft)=
Frcnt Wall Oead Load (plD= 1344
Frcnt Wall Criti€l Length (ft)= 3
BaekWall Dead Load (plD= 141|0Back Wall Criti€l Length (ft)= 2
Calculate Uplift, Force Req,d to prevent OT (tbs)
Panel Lengrh (ft) 2 g
8214't4
't't73 552558 -97
ShearWall Loads (pf)
293'179
ShsarWall Loads (ptf)
402
31'l
ShearWall Loads (pt0
NotApplicable
Noi Appli€ble
Total 1813'lTotal (plD 'lO2
46810 12-69 -131 1 -2552 _3794 _5036-751 -2059 -3368 _4676 _5984
Frcnt
Baqk
plan: Salem
Date: Z Aug 2009
Loction: Bas6 plan
y*1f:t!::*",larions usins Main wndforce_Resisrine system (MWFRS)
Wnd D.sign CoeftclentsP:wind load*exp coefrlw
P=Design PressureHorizontat Wind Load (from tabte j609.6.2.1(1)
Wall Load (psf)=
endzone (A) 1|6.1interiorzone (C) 1|1.7RoofLoad (psDc
end zone (B) 2.6interior zone (D)
Vertiej Wind Load (frcm tabte 1609.6.2.1(1)Roof Load (psf)=
end zone windward (E) _7.2end zone leeward (F) -9.8inlerior zone windffird (c) -5.2
lnrenor zone leeward (H) .5.2
Exposure Coefficient (frcm tabte 1609.6,2.1(4)rFtmportan@ Faclor (fom table .l604.S)
WDd Speed -
ExlbEqre
Roof Slope =
Roof Angte (deg):
P=wind load*exp @efllw
horizontal mll interior
horizontal Mtt end zone
horizonLal rcof inlerior
horizontal roof end zone
verti€l end zone windward
vertiel end zgne lewardverti€l interior zone windwardverti€l interior zone leeward
End Zone Wdth (fr)
Interior Zone V\rdth (f,)
cable R6f Load
Hlp R@t Load
Wall L@d
Vertical Fo@
1.29
1.0
:0 RoofHeisht 7.sw Wa[ Height t9
Truss Span 30
6 t12
26.56 Sine = 0.4472
Minimum pcssure
Adjusted15.09 15.0920.77 20.773.48 lo.oo3.35 1o.oo-9.29 o.0o-,12.64 o.o0-6.7.t o.oo-6.71 0.oo
.19 znd sroryEnd Zone \Mdrh (fi)42.2 2nd sroitnterjor zon" W,liii Ol 28.2
eno zone windmtd
leewardinlerior zone windwa.d
Eeward
j!:r, windLo.d F@0bs)
2.61 15.09 2gB4Sum = 3135.672
10.00 3750'10.00 0Total 37SO
Wlnd Lad For@ (b3)20.77 16215.09 637Sum= 79a.9228
Wnd L@d For@ ftb)FALSE O
FALSE OFALSE OFALSE O
wrdth
42.2
Area
wtdrh3.9
42.2
wtdth4
4
42
Eno
Intedor
End
lnterior
End
Interior
Helght1.0
1.00
length
43.05
43.0543.0543.05
2nd Story
'16'1.9982
425.8226587.6208
Floor2 Dlaphragh Shea.
Tolal Shear(lbs)
Left Wall Lsnoth
Right WaI Le;srh
Fl6r l Diaphragm Sh€r
Tolal Shear(tbs)
Lefr Wall Lenoth
Right Watt Le;sth
Es€m€nt Dlaphr.gm Sh4rTotal Shear (tbs)
Lefi Wall LenothRight Wall Leisth
903930
ShearWall Loads (pto
't 5l
ShearWall Loads (pl0
309
289
ShearWalt Loads (pt0
Not Appliebte
NotAppli€btE
Tolal l$jzTotal (plD 73
1733228
18131
10
10
Critical Wall Length (ft)=
LeflWall Dead Load (ptD= 446Left Wall Crittcat Leno'ih i'fr)- ;Rightwail Dead Loa; (piDi iggRisht Wail crili€t Lendih (n)= a-
CalculatB Uptift , Force Reqd to pErent OT (lbs)panet Length (n) 2 g
;.,-"ljl 1484 129AuacK 1614 1254
4'111'l
1094 9., Lu i: ::^^775 455 136 _i;;
Plan: Salem
Date : 27 April 2Oo9
Location: Base plan
Micro-Lam Beam
Uniform Loads
Uniform Ftoor Span (ft)
Total Uniform Ftoor Load (ptf)Wall Height (ft)
Wall Weight (psD
Wall Load (ptf)
Uniform Roof Span (ft)
Total Uniform Roof Load (ptD
Point Loads
1 Distance from 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 (ptD
1 Dead Load (pt0
1 Distance of left side (ft)'1 Distance of right side (ft)
2 Uniform Span (ft)
2 Live Load (ptD
2 Dead Load (ptD
2 Distance of teft side (ft)2 Distance of right side (ft)
Tapered Load
Tapered load teft (ptt
Tapered load right (ptD
Left Distance (ft)
Right Distance (ft)
Beam Weight (ptf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Left Reaction (tb)
Right Reaction (tb)
Max Moment FtLb
Max Mom dist from Left
Max Shear Lb
Max Shear Stress (psi)
Determine Size
Depth Estimate (in)
Wdth Estimate (in)
Cross Area (in^2)
Max Moment 1O0olo =
Momemt of Inertia | =
Factor Of Safety =
Max Shear 1000/0 =
Factor Of Safety =
Bearing Required =
Load S
Beam S
S Factor of Safety
E (psi)
Deflection LL (in)
u360
LL Deflection F of SDeflection TL (in)
u240
TL Deflection F of S
Selection
FB.1O
2
AN
I
20
160
0
0
13.5
4008
1002
5
8250
2475
8
160
OU
5
l8
22
6An
4A(
0
5
0
0
6
8
36.54
1
{8
15328.4
11279.3
64598.9
15328.4
121.7
18.00
7
126.0O
81 900.00
3402.00
1.27
182.48
{.56
.t. v6
298.15
378.00
1.27
1 900000
0.40
0.60
1.50
0.59
0.90
1.52
4:18"
LVL
Glue Lamb Beam
FB.1O
2
50
8
20
160
0
0
13.5
4008
1002
5
8250
2475
I
160
5
t8
22
AAN
{AE
0
5
0
0
6
8
24.29
1
t8
15218.2
1 1 169.0
64201.1
6n
15218.2
152.1
19.5
5.13
100.04
65022.75
3169.86
t.0t
228.19
1.16
5.39
321.O1
325.11
1.01
0.00
0.45
0.60
L33
0.67
0.90
1.35
Load Short Form
Entire House
KARTCHNER HOMES
SF7Bl
APRtL,03,2012
ROBERT HALL
Job:
Date:
By:
197 STOCKMAN BLVD , RtcBy , tD gg444l phone: 745-8468
Outside db CF)Inside db ('F)
Design TD fF)Daily range
Inside humiditv (%)
Moisture Oifference(gr/b)
Htg ctg-6 8968 75
74 14-H
50 50
57 -31
InfiltrationMethod
Construction quality
|-treptaces
Simplified
Semi-loose
0
HEATING EQUIPMENT
Y"k" lnt'lComfort products
Trade Tempstar
Model NgMp2080F16.*
GAMA ID 70306
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
13 SEER
19740 Btuh
8460 Btuh
28200 Btuh
1080 dm
0.066 cfm/Btuh
0.70 inH2O
1.00
90 AFUE
80000
72000
72
1 080
0.022
0.70
Btuh
Btuh
OF
cfm
cfm/Btuh
in H2O
Make
Trade
Cond
Coil
ARI ref no
Efficiency
Sensible cooling
Latent coolino
Totalcooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
COOLING EQUIPMENT
Intl Comfort products
13 SEER N SERIES P2ACN2A330A(G)KC.
ED*2X36P*++TD1
3163737
BED2
LAUNDR
FLEX RC
CRAWL I
BED3
BEDT
MASTER
MASTER
MASTER
KITCHEN
LIVING R
Bold litalic values have been manuall!, overictdenPrintout certified bv ACCA to meet all requirements of Manualsth Ed.
ROOM NAME Area
ff9
Htg load
(Btuh)Clg load
(Btuh)Htg AVF
(cfm)Clg AVF
(cfm)
55
4
3
72
0
170
0
63
55
121
6
7
356
STORAGE
3ASE BATH
3ED2
.AUNDRY:LEX ROOM
)RAWL SPACE
]ED3
}EDT
4ASTER BED
4ASTER WC
IASTER BATH
:ITCHENDINING
IVING ROOM
182 | +stss1 I loee55 | zes168 I qzt
e1 | o563 I ttzzt37o I o151 I zzss161 | rsrs204 | szas55 | sog84 | +tz507 | soe+358 ' 6318
843
61
43
1093
0
2578
0
960
838
1836
89
105
5411
102
24
17
108
0
385
0
61
34
73
11
11
112
J.-r;r- rvrigtrtsoff Right -Suite@ U niversat 2.1.03 RSU 06972u:\uocuments and settings \R'BERT HALL \My Documents \wrightsoft HVA. \*^LETGH M'DEL sr 2224.ru' carc
2012-Apr-O4 07 :97:94
page 1
Entire House dOther equip loads
Equip. @ 0.94 RSM
Latent cooling
3040 48548
3742
16415
708
16096
0
1 080 1080
TOTALS I 3O4O 52290
Bold /italic values have heen manually oveilidden
16096 1080 1080
Printout certified by ACCA to meet arr requirements of Manuargth Ed.
4* no-iErht5|a}ff Right -Suite@ U niversal 7. 1.03 RSt J 06972 2012-Apt-04 07 :97:94
Page 2
c:\Documents and settings \RoBERT HALL \My Documents \wrightsofr HVAC \RALETGH MoDEL Sr 2224.ru0 Calc
197 STOCKMAN BLVD , RIGBY.
Building Analysis
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
Job:
Date:
By:
SF7B1
APRtL,03,2012
ROBERT HALL
SF7B1, KARTCHNER HOMESID
ldaho Falls, lD, US
Efevation 4741 ftLatitude: 44'NOutdoor:
Dry bulb('F)
Daily range ('F)
Wet bulb('F)Wind speed (mph)
Cooling
89
34 (H )607.5
Indoor:Indoor temperature ('F)Design TDi"F)Relative humiditv(%)
Moistu re differeic'e ((1r/b)
Infiltration:
Method
Construction qualitv
Fireplaces
Heatinq
68'
74
50
57.0
Simplified
Semi-loose
0
Cooling
14
50-31.5Heating-9
15.0
Component Btuffi Btuh % ofload
Walls
GlazinoDoors -
CeilinosFloors-
lnfiltration
Ducts
Piping
Humidification
VentilationAdjustments
Total
5.0
25.9
01.6
8.4
4.3
14361
5569
0
2475't2734
13410
0
003742
0
52291
27.5
10,6
04.7
24.4
25.6
0
0
0
7.2
100.0
Component BtufrlfF Btuh % of load
Walls
GlazinoDoors -
CeilingsFloors
Infiltration
Ducts
Ventilation
Internal gains
Blower
Adjustments
Total
0.6
31.3
00.90
0.4
1824
6729
0
1404
0
1357
07085100
0-0
17123
10.7
39.3
08.207.9
0
4.1
29.8
0
100.0
Overall Uvalue= 0.077 BtuhlfF-"F
Data entries checked.
-+{*' rarrrgrrt'*rrrt"
C:\Documents and Settings
Rlght -Suite@ U niversal 7.1.03 RSU 06972
\ROBERT HALL \My Documents \\/rightsoff HVAC \RALE|GH MODEL Sl 2224.ruo Catc
2012-Apr-O4 Q7 :37:34
Page 1
Job: SF7B1
Date: APR|L,03,2012
By: ROBERT HALL
Component Constructions
Entire House
KARTCHNER HOMES
197 STOCKMAN BLVD , RtcBy ,tD 834442 phone: Z45_8468
Location:
ldaho Falls,lD, US
Elevation 4241 ftLatitude: 44 "N
Outdoor:
Dry bulb("F)
Daily range ("F)
Wet bulb('F)
Wind speed (mph)
Cooling
89
34 (H )60
7.5
lndoor temperature (.F)
Design TD CF)Relative humiditv(%)
Moisture differeric'e(! r/b)
Infiltration:
Method
Construction quality
Ftreptaces
Heating
:
15.0
Heating
68
74
50
57.0
Simplified
SemiJoose
0
Cooling
75
14
50-31.5
Indoor:
Construction descriptions
Walls
1 2 E-0sw : Frm wall, vnl ext, 3/g', wood shth, r_1 9 cav ins. 1/2,,gypsum board int fnsh , 2"x6" wood frm
Or Area
ff
U-value lnsul R
Btutvfl-"F ferFBtuh
Loss Clg HTM
Btuh BtuMp
5.03 3457 0.64
5.03 3855 0.64
5.03 3321 0.64
5.03 3729 0.64
5.03 14361 0.64
Htg HTM
Btuiy'ff Gain
Btuh
n
s
all
n
s
all
n21
e21
s21
all 63
687 0.068 19.0
766 0.068 19.0
660 0.068 19.0
741 0.068 19.0
2854 0.068 19.0
439
490
422
474
1824
Partitions
(none)
Windows
61 C: VINYL .35 U - VALUE; NFRC rated(SHGG0.3S)
Doors
11D0:11D0
30 0.350
41 0.350
57 0.350
87 0.350
215 0.350
1520
0
0
0
0
0
0
0
0
0
44.0
U
0
0
0
1.63
73.2
25.9 777 11 .5 346
25.9 1062 37.7 154425.9 1476 20.6 1177
25.9 2253 377 3276
25.9 5569 29.5 6343
0
0
0
0
00
00
00
00
0
0
0
0
Ceilings
168-44ad: Attic ceiling , asphalt shingles roof mat , r_44 cetl ins. 1t2,,gypsum board int fnsh
Floors
224-cpl: Bg floor, light dry soil, carpet flr fnsh
2475
12734
0.92 1404
Floors
# rarrfght*fi}jft* Right -Suite@ U niversat 7.1.03 RSU 06972 2O12-Apr-O4 07:37:gs
page 1
c:\Documents and settings \RoBERT HALL \My Documents \wrightsoft HVAC \RALEIGH MoDEL St 2224.ruo Catc
lro.;ec!SummaryEntire House
KARTCHNER HOMES
SF7B1
APRtL,03,2012
ROBERT HALL
Job:
Date:
By:
197 STOCKMAN BLVD, R|GBy, tD gs4442 phone: 745_8468
SF7B1, KARTCHNER HOMES
HOME FACES NORTHNotes:
Winter Design Conditions Summer Design Gonditions
Heating Summary
Btuh
Btuh
Btuh
Btuh
Btuh
Btuh
Infiltration
Method
9,T:lllgtlon quarity r:#l,Jl!!rlreptaces 0
Sensible Cooling Equipment Load Sizing
Outside db
Inside db
Design TD
Structure
Ducts
Centralvent(b5 cfm)Humidificatioh
Piping
Equipment load
EfficiencvHeating inputHeating outputtemperature rise
Actual air flowAir flow factorStatic pressure
Space'thermostat
:i outside db
:l Inside db-F Design TDuaily range
Retdtive FumiditvMoisture differerice
48548
0
3742
0
0
52290
89 'F
75 "F
14 "F
H
50%-31 grllb
-6
6874
-566 Btuh
0 Btuh-984 Btuh0 Btuh
Structure
Ducts
Centralvent(55 cfm)Blower
Use manufactureis dataRatdswing multipliertsquipment sensible load
StructureDucts
Central vent(55 cfm)Equipment ldtent load
Equipment total loadReq. total capacity at0.70 SHR
Latent Gooling Equipment Load Sizing
16415 Btuh
0 Btuh708 Btuh0 Btuh
n
0.9416096 Btuh
16096 Btuh
1.9 ton
AreaffiVolume(ff)
Air chanile's/lrourEquiv. AVF(cfm)
Heating Equipment Summary
Y"k" lnt'lComfort products
Trade Tempstar
llodel N9Mizo80F16.*GAMA ID 70306
Heatino
3040-27360
0.43196
Coolinq3040-
27360
0.23
105
90 AFUE80000 Btuh72000 Btuh72 "F
1080 cfm
0.022 cfm/Btuh0.70 in H2O
Gooling Equipment Summary
Vake Infl Comfort products
fradg 13 SEER ru senre6hz nc9ol]d N?A330A(c)Kc; --
99t! ED*2X36P*++Tp1ARI ref no 3163732EfficiencvSiiirtidiE coorins ,s7i3 tT[
Latent coolino -
ili;i,;;iffi" 8460 BtuhA;il;i;i,ri8* '?ltl ";#^Air flow factor 0.066 cfm/BtuhStatic pres.sgrq 0.70 in H2OLoad sensible heat ratio 1.00
Bold /italic values have been manuaily overrictclenPrintout certified bV ACCA to meet all requirements of Manualgth Ed.
Weather ldaho Falls,lD, US
4J- wrrfgfrtsaft" Right -Suite@ U niversat 2.1.03 *r,c:\Documents and settings \RoBERT HALL \My Docum"nt" twn:gnt.oft HVAC \RALETGH MoDEL sr 2224.rup carc
2O12-Apr-04 Q7 :37:35
page 1
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SFTBI
Date: APRlL,03,2O12
By: ROBERTHALL
197 STOCKMANBLVD, RtcBy ,tD 994442 phone:245_8468
1
2
4
Room name
Exposed wall
Ceiling height
Room dimenslons
Room area
Entire House
348.0 fr9.0fl d
n23040.0
BED 1
27.0 fr9.0 ft heat/cool
14.O x .19.0 fi182.0 ft2TyConstruction
numDer U-value
(Btuh/ft,rF)Or HTM
(Btuh /ft,)Area (n1or perimeter (ft)Load
(Btuh)Load(Btuh)
Area (fr 1or perimeter (fr)
Heat Cool NiPiSGross Heat Cool CoolHeatN/P/SGross
0.068
0.350
0.000
0.068
0.350
0.000
0.068
0.350
0.000
0.068 l0.350 |0.0221
0.989 |
W | l2Eosw
F--4161cr_1Dl11D0
W | 12Eosw
I---€l61CL_olrroo
W | 12E{swF-Gl61CL-oltroo
W l't2E€swL-c I etcC | 168'44adF l22A+olIIIIIIII
11
5.03
25.90
0.00
5.03
25.90
0.00
6nt
25.90
0.00
25.90 |1.63 |73.19 |
n
nn
s
s
s
Y
0.
1',t.
0.
0.
0.
0.
20.
0.1
0.1
37.1
0.1
0.1
687
c
21
766
21
660
0
21
741
01520
174
fl#lrol 211r4l 738 |fl ,i,A
ll
/tll
34
381
101
14',
221
24i'127t
i7
t7
0
\2
0,.1
o
0
t9
41
l97l
tl s)l 0il '3
ll ,3
I ssoit 3,l o
I'ttlttll
o c) AED excursion eez I l2Envelope loss /gain 35139 9958 3533 488124 Intiltration
b) Roomventilation 1UlC(1357
0 1040
0
105
1e fntemalgains: Occupants @ 2SO
Appliances @ 18OO b 15001 13600 | 0 250
0
843
Subtotal (lines 6to 13)48548 to+rs I 4573
I Less exernat toad
I Less transfer
I Redistdbution
14 | Subtotal
15 | Duciloads
I Total room load
I Air required (cfm )
o%oo
0
0
04854A
0 00k
164'15
l0
lo| *'3o9/4 o
0
0
0843
0
485481080 ro+rs I1080 I
4573
102 843
cc
*ifr- :h- *t.r*rt***rus c:\Documentsandsettings \RoBERTHALL \MyDocuments \wightsoftHvAc \RALEIGHMODELSI 2224.rup Calc 2012-Apt'o407:97.35
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SFZBI
Date: APRtL,OA,20i2
By: ROBERTHALL
197 STOCKMAN BLVD , RtcBy , tD gg4442 phone: 745_846g
1
2
a
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
STORAGE
7.0 fi9.0 fi heat/cool7.o x 13.0 fl9't.0 ft,
BASE BATH
5.0 fl9.0 ft heat/cool
11.0 x 5.0 fl55.0 n2vuonstruction
number U-value(Btuh/fl,-'F)Or HTM I(Btuh/ft1 |------.---.]-------J
Area (fl 1or perimeter (n)Load
(Btuh)Area (fl 1or perimeter (fr )
Load
(Btuh)
Heat I Cool Gross I Heat Cool Gross N/P/S Heat: lt--*ilt"*. I L-olrtoo
. lW I rzeo"w111 Fcl61cl.-Dl11D0
I vil | i2Eosw
I l-----cl61clHl11D0
I W | 12Eosw
ll--G|61CI c | 168-44adl' l'**'tltltltllltltlll
o.ooei n i so.3sol n | 250.0001 n I o,o.oosl e I s.0.3501 e | 2s.o.oool e I o.0.0681 s | 5.0.3501 s | 25.o.oool s I s.0.0681 w I s.0.3501 w | 25.3:3331 :
| ,lr
Illllll
Cool031s0l001
331ssle0l
l0l
II
I
I
flf
//
0.6411 1.5510.001
o.o+l37.65 |
o.ool0.64120.651
0.001'1
IIIIII_t_
;{ fl{E
[///
0
0
0
)o
0
0
00
03t
c) AED excuFion
Envelooe loss /d,
Occupants @Appliances @
-5
12
13
4 lnfiltration
b) Room ventilation
Intemal gains :
Subtotal (ttnes 6 to 19)
250
1800
829 34)592 24
270
0
27
0 t93
0
0
0
1099 61
14
'E
Less exemal load
Less transfer
Redistibution
Subtotal
Duct loads
/uc 43
Oo/o 00k
n
n
1099
0
61
Oo/o ook
0
0
0
744
0
0
0
0
43
0Total room loadAir required (cfm )1099
24
61 785
11 43
E-*rei|g}rtff*'t.-Right-Suite@UniVersa|7.1.o3RsUo6972ruq c:\Documents and settings \RoBtRT raLl irr,|v oo"rr"nts \wrigntson Hvac \MLE|GH MODEL St 2224.rup calc ,o,r-oor-r/r'6;
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SF?ts1
Date: APRlL,O3,20{2
By: ROBERTHALL
197 STOCKMANBLVD, RtGBy ,tD 834442 phone: Z45_8468
1
3
4
Room name
Exposed wallCeiling height
Room dimensions
Room area
BED 2
26.0 ft9.0 fl heat/coot14.0 x 12.O ft168.0 fi,
LAUNDRY
7.0 n9.0 fl heat/cool
7.O x 13.0 ff91.0 fl,TY I constructionI number U-value
(Btuh/fra'F)Or I HrM(Btuh /ft,)
"*T;l
Area
or perin
Gross
ift1reter (ft)
t^,
(Bl'rh)
I coot
Area G1or penmeler (ft)Load
(Btuh)f-------t-------N/p/s I H""t
11
I W I 12Eosw
l--Gl61cr_D | 11D0
W | 12E{sw
FGl61cl-Dl1100
Vf | l2Eosw
F-G | 61CL-olrroo
W l't2Eosw| +l aatc "l ioi-c+"0
F l22A.pl
Gross N/P/S Heat Cool0.068 l0.3s010.000 |0.068 |0.350 |0.000 |0.068 |0.350 |0.000 |0.068 |
0.350 |0.o2210.r8,
IIIIIIIIIIII
n I s.osl cn | 25.901 11n | 0.001 0: | ,3331 ,?e I o.ool os I s.031 Os I zs.sol 20s I o.ool o,'l fl r
lllllltll/ll
fl4fl
///lll
///
ttl 40ol o
ili
;liltlllll
6 c) AED excursion
Envelooe loss /n:-za
4 Infiltration
b) Room venfilation
3414 717 829 34
1002
n 101c 270 27
0{2 Intemalgains :
Subtotal (lines 6 to 13)
Occupants @Appliances @ 1800 1
4416
250
U 0
0
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads
'1068 1099 61
Oo/o 0o/o
c
455
4871
0
zi
I 093
00/6 Oo/o
0
0-t099
0
0
0
0-61
0
0Total room loadAir required (cfm )4871
108 *1"1 0
0 0
0
,#^*:?i';.rEi}it**f3.Right-Suite@UniVersa|7.1.o3RsUo6972eF c:\Documents and settings \RoBERT ner-r- ruy oo"ur"nls \wrightsoft HVAC \MtElGH MOOEL Sl 2224.rup calc 2012-Apr-0407:37'35
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SF7B1
Date: APRlL,O3,2O12
By: ROBERTHALL
197 STOCKMAN BLVD , RtcBy , tD sg4442 phone: 74s-8468
1
2
5
4
5
Room name
Exposed wallCeiling height
Room dimensions
Room area
Ty I construction
I number
FLEX ROOM
46.0 fr9.0 fr heat/cool
1.0 x 563.0 ft563.0 ff,
CRA\A/L SPACE
56.0 fr9.0 fl heat/cool
1.0 x 370.0 ff370.0 ft2
U-value(Btuh/fl,-'F)Or HTM(Btuh /ft')Area (ft1or perimeter (ff)Load
(Btuh)Area (ft1
or pedmeter (fl)Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Coollztr{sw
61C
11D0
1zE€sw
61C
11D0
12EOsw
61C
11D0
12E€sw
168-44ad
224+pl
fliliitrl ;3;:l651 szl olszl ol olool s6s I oul
////l/
L//
;lHllEtlhltlllll
t/|lrl
IIl
144n
0
U
0
180
0
0370
,,fl ,,fl
,0,3f ,Jl*31 "%l*'l'l
lt
//
reoi goo i j1sol ol o'41 4l ';,,il,.il,,i
,31 **ol sl
llllll
///
///6 c) AED excursion
Envelope loss /gain 427 -54
6118 187612
13
a) Inflltration
b) Room venlilation
268
1773
0
t79
0 2158
0
21A
0fnlemalgains: Occupants @ 2SOADDlianes 16) lqn^0
0Subtotal (lines 6 to .13)
7890 2056
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads
Total room loadAirrequired (cfm )
8792 486
Oo/o Oo/a
9437
17327
I
U
522
257A
0 Oo/.Oo/o
0
0-8792
0
0
0
0-486
0
0
17327
Jdc
2578
170 0
0 0
0
J#-"fF"wf|g}rt#€ft"Right-suite@UniveIsa|7.1'o3RsUo69724'.+ c:\Documents and settings \RoBERT HnLr- irtrv Jo.i."nts \\^,/iightsoft HVAC \RALE|GH MoDEL sr 2224.tup carc ,o'rr-oor-*offi
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SFZBI
Daie: ApRlL,03,2O12
By: ROBERTHALL
197 STOCKMAN BLVD , RtGBy , lD gs4442 phone: 745-8468
,#**!\r#|sl!t*gtft.-Right-suite@UniVersa|7.1.o3RsUo6972ffi c:\Documents and settings \RoB-ERr iall rrt,tv i""""ients \\Mightsoft HVAC \RALET6H M oDELsr 2224.rup carc zorz-npr-o+ ozszd
1
4
Room name
Exposed wallCeiling height
Room dimensions
Room area
I BED3
I zo.o n9.0 ft heat/cool
1.0 x 151.0 ff151.0 fl2-
BED 4
1.1.0 ft9.0 ft heat/cool1.0 x 161.0 fr161.0 ft2TY I construction
I number U-value(Btuh/fi,rF)Or HTM(Btuhnl Area (fr 1 |or perimeter (n) |
Load
(Btuh)Area (fl 1or perimeler (fl Load
(Btuh)Heat I Coot oross f rurers I "*-T_.-_l cross I ulprs Heal Cool0.068 |0.350 |0.000 |0.068 |0.350 |0.000 |0.068 |0.350 |o.ooo I0.068 |o.3so I0.o221"*'l
IIIIII
I'F-cl;iE*-l|-Dl11D0I W I rzeosw
F-€161Ct-olroo
W | 12Eosw
F--€161cHl11D0
W | 12E{swr--clorc
C | 168-44ad
F lz2A{;pl
0
0
0
0
r30
00
0
49 10l
c) AED exc
EnveloDe la
12
11
-
1
0
Oo/o
13
a) lnfiltrat
b) Room
Intemal gair
1757 609 1 094 545
r'entilalion-s: Occupants @ 2SO
1002
0
101c 424
0
43
0
250
0 250
Subtotal (lines 6
14
14
Less extemal load
Less transfer
Redistribufion
Subtotal
Duc-t loads
Total room load
lir requhed (cfm )
Oo/o
2759 960 1518 838
2759 960
o%Oo/o
0
0
0
1518
0
n
0
0
n?a
0
zI cv
61
960 1518
34
838
cc
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SFZBI
Date: APRlL,O3,2Ol2
By: ROBERTHALL
197 STOCKMANBLVD, RtcBy ,tD 8g4442 phone:745_8468
1
a
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BED
29.0 fl9.0 fi heat/cool
17.O x 12.0 ff204.0 ff2
MASTER WC
5.0 ft9.0 ft heat/cool11.O x 5.0 fr55.0 ft2
Area (fl") | loaAor perimeter (n) | (Btuh)
-cross lN/p/s I Heat lcoot
Ty Construction
numDef U-value(Btuh/ft.'F)Or HTM
(Btuh /fr 1
Area (t1or perimeter (ft)Load
(Btuh)
Heat I Cool Gross N/P/S Cool
641331
641651
001
331
00114l
;;l)olIIIIIII
n | 5.03
n | 25.90n | 0.00
e | 5.03e I zs.soi
e | 0.001: I ,3:331s | 0.001w | 5.031w | 25.e01- I 1.631- | 73.191
0.068 |3333|o.ooa I0.350 |o.ooo I0.068 |0.350 |o.ooo I0.068 |o.sso I33331
IIIIIIII
. I '[-ol;i;""*
. I Lolrroo
.lvil l12E{sw111 f---cl61C
l**11#3"-
lF--€161c
I L-o | l1Do
I W | 12E€sw
I L--clorc
I C l16B44ad
f r l22A4,oltltlllllll
11
0
0,
Qa
0.
0.
20.
0.0.
37.
0.
0.
sslol0l
9?lol0l0l3tol'31
I
I
I
531
3l83l0l
3lol0l0l
ol0410lI
I
I
zoi nri
dl d,il
!lil
11ll
//ll
3lol
4sl0l
ol
olol
3tol'510l
IIIII
olol
4l 2:
ol3lol
0l'31 (
1III
sl 30l 0
16 l 2e0l 0ol ollt0l 0,31 ,?'l'l
tltltllltl
o c) AED excursion
Envelope loss /gain
-58 -10
2167 1223 ala 70l2a) lnfiltmtion
b) Room ventilation 1117 113
U 193
0
19
013
14
1E
Intemal gains : Occupants @ 2SOAppliances @ 18OO 2
0 500
c 0
0
;.r """r" "*Less lransfer
Redistribution
Sublotal
Duct loads 0o/o
JZ6J 1836 509 89
Oo/o
ozoc 1836
o%o%
0
0
0509
0
0
0
0
AO
UTolal room load
Air required (cfm )3285 1836
121 509
11
89
o
,#-:l-".s'-|E|}i**eft*Right-suite@UniVersa|7.1.o3RsUo6972tus c:\Documents and settings \RodERT nnLl irurv oo"rr"nts \vwightsoft HVAC \RALEIGH MODEL St 2224.Np catc 2o12'Apt-o4o7:37:35
Page 6
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SF7tsl
Date: APRtL,03,2012
By: ROBERTHALL
197 STOCKMAN BLVD , RtcBy , lD gs4442 phone: 745_8468
1
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BATH
4.0 fl9.0 ft heat/cool7.0 x 12.O ft84.0 fi,
KITCHEN /DINING
43.0 fi9.0 ft heat/cool
1.0 x 507.0 ff507.0 fl2TyConstruction
number U-value(Btuh/fr,rF)Or HTM
(Btuhnl Area (ff:)
or perimeter (ft)Load
(Btuh)Area (ft.)or perimeter (ff )
Load(Biuh)
;T;Heat I Gross N/P/S CoolHeal
ll ,znl 0el 5el 25,
el 0.sl 5.:I ',8
wl 5.YI '?
-l 73.
N/P/SGross
u.068
0.350
0.000
0.008
0.350
0.000
0.068
0.350
0.000
0.068
0.350
o.0221
0.989 I
ll--€l6t-""L---Dl11D0
W I rzeosw
l_--€l61CL-olrroo
\ry ll2Eosw
F--Cl61Cr-olrroo
W | 12EoswL-clorc
C | 168-44ad
F lz2A+pl
11
03e0/001
031sol
001
031
e0l
001)31
?91i;lIIIIIIII
0'123
0
21209
0
507
0l
0
0
0
0
0
0
619
233
0't052 )647 |825 |0l
0
0
0
0
7g
186
0134
941
468
0
o c) AED excursion
-164Envelope loss /gain
4 Infiltration
b) Room ventilaflon
Intemal gains : Occupants @ ZSOAppliances 1A iRon
318 8el12
l3
3377 164/.
154
0 1t
f
1657 168
0
n 0
3600Subtota(lines 6to 13)
14
15
Less ex
Less lra
Redistril
Subtotal
Duct loa
472 105 5034 5411
nsfer'utlon
ds
Qo/o 004
472
0
105
Oo/o Oo/o
0
00
5034
0
0
0
0
5411
0Total room load
Air required (cfm )472
11 rosl7l 5034
112 5411
356
-ifu ]t|: wrl*rrr!#*rr*" Right-suite@ universarT.i.o3 RSU06972 "v'!'vrrre vr rvrarlLli'l otll L-'
fr* C:\Documentsandsettings \RoBERTHnLL irr,|vo""".ents \wrightsoffFlvAc \RALEIGHMODELSI 2224.rup calc 2o12-Nr-0407:37:35
Page 7
Right-J@ WorksheetEntire House
KARTCHNER HOMES
SF7B1
APRtL,03,2012
ROBERT HALL
Job:
Date:
By:
197 STOCKMANBLVD, RtcBy ,tD As4442 phone:745-8468
*'.d+,vr'*.i€llrt#*ft.-Right-suiie@Universa|7'r.o3RsUo6972e.* c:\Documentsandsettings rnorirmHnllilavo""m""tr \wrightsoffHvAc \RALEIGHM9DEL.T 2224.rup carc 2012-Apt-o4o7.g7fts
1
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
LIVING ROOM
56.0 ft9.0 fi heat/cool
^-^ ^ _^ 1.0 x 358.0 nJCd.U n:
Ty Construction
number U-value(Btuh/fta'F)Or HTM
(Btuh /ff 1 Load
(Btuh)
Area (n,) |or pedmeter (ft) |Area
or perimeler Load
Heat Cool CoolHeatN/P/SGross Gross N/P/S CoolHeat
. I f--{jl61c.lLDl11D0
. lvi/ | tzeosw111 F--cl61c
lLoltroo
I W I rzeosw
I F-€|61cI t-D | 11oo
I W | 12E{sw
I L--clorc
I c | 168_44ad
I F l22A4pl
821346 |0l
7sl,fls?l1I
I
o c) AED excursion
cupants @ 2So
atc
12
13
a) Inllltration
b) Room ventilation-
Intemalgains : Or
4160 2339
2158
c
218
0
---
I
Subtota (lines 6 to j3)
14
15
Less ex
Less tra
Redistril
Subtotal
Duct loa
6318 zoJl
nsfer
rution
ds
Oo/a
6318 2557
0Total room loadAir required (cfm )6318
141 2557
168
Job #: SFZB1
Performed by ROBERT HALL for:
SF7B1
ID
KARTCHNER HOMES
197 STOCKMAN BLVD
RlcBY,|D834442
Phone: 745-8469
Scale: 1 : 82
page 1
RightSuite@ Universal
7.1.03 RSU6972
2012-Apr-04 0238:08
and Settings\ROBER..
Basemer
K 24'-o"H
Job #: SFZBIPerformed by ROBERT HALL for:
SFBl
ID
KARTCHNER HOMES
197 STOCKMAN BLVD
RtcBY, tD834442
Phone:7454468
Scale: 1 : g2
page2
RightSuite@ Universal
7.1.03 RSt06972
2012-Apr-04 07:38:08
\Documents and Settings\ROBER..
SF7B1
APRIL,03,2012
ROBERT HALL
Job:
Date:
By:KARTCHNER HOMES
834442 Phone: 745-8468
- #.:"tJ:temsummary
197 STOCKMAN BLVD , RIGBY, ID
External static pressure
Pressure losses
Available static pressure
Supply/ return available pressureLowest friction rate
Actual air flow
Total effective lengthfFEl)
Heating
0.70 in H2O
0.35 in H2O
0.35 in H2O
0.16 /0.19 in H2O
0.069 in/100ft
1080 cfm
Gooling
0.70 in H2O
0.35 in H2O
0.35 in H2O0.16 /0.19 in H2O
0.069 inl100ft
1080 dm
BASE BATH
BED 1
BED 2
BED 3
BED4
FLEX ROOM
FLEX ROOM -A
FLEX ROOM -B
KITCHEN /DINING
KITCHEN /DINING -A
LIVING ROOM
LIVING ROOM -A
MASTER BATH
MASTER BED
MASTERWC
STORAGE
h 785
h 843
h 4871
c 960
c 838
h 5776
h 5775
h 859
c 2706
c 2706
c 1279
c 1279
h 472
c 1836
h 509
h 1099
17
102
108
61
34
128
128
128
56
56
3
55
72
63
55
57
57
57
178
178
84
84
7
121
6
4
0.o74
0.080
0
0.069
0.081
0
0.072
o.077
0.077
0.080
0.170
0.074
0.076
0.086
0.083
0
6.0
0
6.0
6.0
0
6.0
6.0
0
6.0
6.01
601
6,0 |601
6.0 |
6.0 |
6.0 |
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
19.0
0
18.0
36.0
0
32.0
44.0
0
33.0
45.0
38.1
3't.0
5.0
19.0
26.O
22.0
175.0
0
200.0
165.0
0
200.0
155.0
0
190.0
165.0
170.0
170.0
90.0
200.0
185.0
165.0
lst2II
I st1
st2A
st2
st2
st2
st2A
st3
st3
st1
st2
st2
8x20
8x 14
8x8
8x8
Bold /italic values have been manually overridden
+fi- rlrrigtrtsqft"
C:\Documents and Settings
Right -Suite@ U niversat 7.1.09 RSU 06972
\ROBERT HALL \My Documents \Wightsoft HVAC \RALE|GH MODEL Sl 2O12-Apt-O4 07 :97:37
page 12224.tup Catc
ro5
rb7
rb6
rb2
rb1
rb3
rM
393
533
585
750
455
407
946
100
10)€
10)€
10)€
10)€
2-10x18
10)€
8xB
8x24
8x10
{f- vnrightg:E}ff Right -Suite@ U nivers at 7.1.03 RstJ 06972C:\Documents and Settings \ROBERT HALL \My Documents tWrigntson HVRC 2012-Apt-04 07 :37:97
page 2
\MLE|GH MODEL St 2224.rup Calc