HomeMy WebLinkAboutALL DOCS - 12-00200 - 261 Seagull Dr - SFRPlease Comple Entke Application!
If the question does not apply fill in NA for non applicable
Am eri m's Fatnily Community
RESIDENTIAL BUILDING PERMIT APPLICATION
35 N 1" E, REXBURG, ID 83440
208-372-2326
PARCEL NUMBER: -( we will provide this for you)
suBDtvISIoN: HenAer5o\ uNIT#-----BLocK# f Lor#_2-
(Ad&essing is based on the information - must be accurate)
Dwelling Units:_ Parcel Acres:
CONTACTPHONE # 1 CI{I - i,ry*4
PROPERTYADDRESS' Sc.a,gr-t I OCiva Rcrht-rg
PHONE#:Home ( )- wotk,',7(rg)114-v!t.?h catl )_o\\r.o:l onAtlrys Ap-o,..ry:t, i" t4 N \o l f t r.+n',er#9',{_kniufd1{'srare, [r zr p
rg f.*r,fich.*z-f he'rlvq. cn1zl
APPLICANT (If other than owner)
(Applicant if otlet than ownet, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS CITY:
STATE: ZTP- EMAIL- FAX
PHONE #: Horne ( )Work ( )- Cell(
How many buildings are located on
Did you recendy purchase this property? No Yes (If yes, list ptevious owner,s name)
Is this a lot split? NO YES (Please bring copy of new legal description of property)
PROPOSED
(i.., $Res9gJgMulti Family, Apartments, Remodel, Garage, Commercial, Addition, Etc)
cases of any false statement ot misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if notPermit void if work stops for 180 days.
APPLICANT'S SIGNATI-IRE, CERTIFICATION AND AUTHORIZATION: Under penalty of petjury, I hereby certify that I have read thisapplication and state that the information herein is correct and I swear that any information whiih -ay tteieafter be given by -. itr hearings before thePlanoing and Zoning Comrnission or the City Council for the Crty of Rexburg shall be truthful and correct. I agree to comply with all City regulations andState laws relating to the subj_ect mattgr of this application and hereby authorized representatives of the City to enter upon th. ,bove-m.ntiooid properfy
for insoections pu{poses. NOTE: The building official may revoke a pernit on approval issued under the-provisions o f the 2113lnternational Codi in
Licant _/ _/
DATE
WARNING _ BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees ate non-refundable and are paid in full at the time of application beginning kauaryl-ZOOSCity of Rexburgts Acceptance of the plan review fee does not constitute ptanlipprovalxxBuilding Permit Fees are due at time of application* xxBuilding Permits are void ifyout check does not clear**
Signatute o
Itt r, ,
35 N. I'r 8,, Rexbu<g, Id 83{40
Building Sofety Deporlmenl
Clty'ol Rexburg
CITY OP
REXBURG(\, -
Auurlea}Faully 6.unuity
OWNER'S NAMB
PROPERTY ADDRESS Pernir#
'tVater Meter Quartltyl *+****x+**r***vatei IVIefer Slze:
Requited!!!Plumbing
r*1ht81 s.35'/3o7,
(coMMERcIAL/INDUSTn'IAL)TotaIcoetofpItmbingeyetem(con|'ActedAmount)$-
(airrle r tbc ort of tilllinh iiiallli ngtullaa oJ llo pnng tflhhg il. fo lu littodlnio' thit teatiott lltttol ,tptifica\ ttretilioned ekctybay oa tli{ona).
cl Up to $10p00 (roel cosr of sysrem x 0.02) + 60 = $o Bctween$101001-$100'000 ((rotalcosrofsystcrn-10.000)x0.01) * 9260= g
o Ovct $100,001 ( (torel cosrof system* t00.000) x 0,005) * gl,16O = g
RESIDENTTAL
Nclr': SIngIc Feailly [val2*, lncludlng al! bulldlngc tt lth tulttng bclng conet/vcted on cocA praperqt (*Deeed on llulag epace,acc dcfrafuloa beloru)
n Up co 1,500 cq fr - $130 a 1,501 ro 2,s00 sq fr _ 9195tr ' 2,501 ro3,500 sq fs-$260 o 3,501 ro 4,500 sq tc-g325D Over 4,500 sq ft $325 pJus $e9 for each eddidonsl 1,000 sq fr. or porrion rhcrcof ($125 + $65 x # of addidonsl1.000 sg. ft or ponion thcrco0).
Nee: "l{vhl-Penlly Da,eUog (Coatrectorc Only)
tr DuplcxApefitncnt 9260
D Tfucc or rnorc rnulti-family_unirsr $130 pcr building plus $65 pcr unit: (S130 x Lof buil<Iiagc) + (S65 -x # of unird
tr Exletlrg Reeldencc, and Dctsched Sho_p: g65 fcc plus g10 pcr firture up to the rnaximurn of the corresponding
eq. fr. of tle building ($65 + (910 x # of Fxtrtes)
o Gray Vater Systems: $1ll0
D Lewl SprlnHere,/Bsckflow Devtcel $65tr Modrrler, Menuff,.ctured or Moblle }fomee: $65 for scrvet ^nd rvercr stub connccrions
o Muldpurpose File Sprtntdet snd Domeetlc'\Patet Supply System: $65 fcc or $4 pcr sprioklcr hcad, rvhichancrir grcrtct
Sevet & lYater
tr $'38 Scrvcr Linc n$38 S0ntct Linc n$65 Scrvcr & Vetcr- if inspcctcd at thc sn-src tiinc
tr $65 Sover rtuneround undcr housc (changc frorn scptic ro city)
It{ISCELI-ANEOUS
tr PInn Chccl<: 965 pcr how
tr Technlcal Servlcer $65per hour
, o Ges Llilel $65
s Water Heater Replacemerrtr $65
tr Rcqucetcd Inepcctlonl 965
e Hydtorric Heatlngl $65 + ($10 x # of manifolds/zones)
]riylng sPalc_- epacc rvithin a d'wclling unit inccndcd 6orhuman haUtation rvhich rnay rcasonably bc utilizcd fot slccping, cating, cooking,bathing,rvaehing,rqc4cqli6qrnndoaoitltionpu{posae..Anuafinishcdbaeomcntiscor,rid.r.dporlof thclivingspacc.
Contrqc[or Liccnsc nurnbct &
_.1----.J-_
Datc
Building Sofety Depqrtmenl
City of Rexburg
PROPERTYADDRESS S rd,g-ut ln "- R .4.u'- permit#
suBDivISIoN /*r".J er< "r(.PHAsE Lor____.2._BLocK__j_
CITY OF
35 N. 1.t E., Rexburg, Id 83440 -BE4gBg
Ailrcfical Fanill C.omnuni tl
Owl\EltS NAME l( c.rl ckn e-r L.l o rw c_ S
Required!!!Mechanical
Mechanical Contractor's Name
Address
cellvhoneffi)ess Phone
Fo((ILK +
(COMMERCIAL/IND_USTRIAL) Total cost of plumbing system (contractedAmount) $--.-(Includu tbe co$ of mateiah inollle( re.sar(er 0f tbe?drJ s4?tJing lt. ittrTu arnfroier this intpution lpe shall app! to arg and all min$alktions not qnrfical! mentioned ehewberc on tltiifonar.
tr Up to $10,000 - .
-@ttstuf_rys@
x 0.02) + 60 = $tr Between $10,001 - $100,000 ( (total cost of sl,stem - 10.b00) x 0.01) + g260 = gE Over $100,001 ( (total cost of s),stem _ 100.00b) x O.Ob5) + g1,160 = gRESIDENTIAL
I{ew: Single FatnilyDwelling, iacluding aII buildings with wbing being,consftucted on each properqr. (*Based on Euing space,see definitioa below)
D_ Up to 1,500 sq ft - 9130 tr 1,501 to 2,500 sq ft - 9195
tr 3,501 to 4,500 sq ft - fi3252,507 to 3,500 sq ft - 9260
Over 4,500 sq ft 9325 plus 965 for each additionalu \rver +,luu sq rt SJZ5 plus g65 for each additional l,000 sq ft. or portion thereof
New: Multi-Family Dweling (coatractots $fr;
. ($65 x # of additional 1'b00 sq' ft' or portion theteoO)'
tr Duplex Apartrnent $260tr Three ot mote multi-family units: $130 per building plus $65 p_et unir ($130 x # of buildings) + ($65 x # of units)tr Existing Residence, Modulat, Manuiactured or il{obile From." and Detachea srrolifrsE. ptr. gto p.,xxHVAC equipment being installed up to the maximum of the corresponding sq. ft. of the building'
MrscELLANEous
($65 + ($10 x # of fixtures)
tr Plan Check 965 perhour
tr Technical Service: $65 per hour
tr Gas Line:965
tr Water Ffeater Replacement: $65
tr Requested Inspection: $65
tr Fiteplace/Solid Fuel Buning Appliance: g65 per inspection
l*T::
tm--:r;::":H;_i::5i..:r,T::id:d t:"*:T habjtation which may.rcasonably be utirized fot sleeping, eating, cooking,bathing, washing,j and sanitation purposes. ,{n unfinished basement is .onrid.t.d p*i
"r,rr. ri".g space.**Examples of If[.. .., /
,{n unfinished basement i
nt, solar, watet heatet, etc.
.l IiJ\lf' 1' , lTrz r1t\lv\/ | ///l
License number'& Exp. dateof Licensed Conftactor Date
35 N. 1.t E., Rexburg, Id 83440
Phooe - Q08)359-3020 / Hotline -
ing Sofety Depqrtme
City of Rexburg
Q0B)372-2344 / F a-x - (z09)3s9-3022
CITY OF
REXBURG
Amarica\ lhnily Con nnwrity
owNERS NAME l/ rlcA n, r I-]^ ,ne .
3$3JRHf'f"*',1 Pe'rmit#
PHASE LOT AF
Requircd!!!ELECTRICAL
Electrical C ontractor's Name NameirAddress I .f '
CellPhone @,ft usiness Phone (F^"(Tlfr titLVut,li t".
!C9I\4MER9IAI1T$D_VSTRIAL) Total cost of electdcal system (co'ntractedA.mount)(Inclidertbeeo$ofmateiahin7a/ledrs1rdhsoJthepaQupp/1ingit.Theret/itlsdzidertbisinrutkn!1petha//app!rian1,anda//e/utricat
not slecfica@ nentioned ehewberc on tbisforn).
tr Up to 910,000 (total cost of system x 0.02) + 60 = $tr Between $10,001 - $100,000 ( (total cost of s)'stem - 10.b00) x 0.01) + g260 = g
D Over 9100,00 ( (total cost of system _ 100.00b) x O.ObS; + g1,160 = g
Small Votks (Conttactots oNLY): $10 fee for work not exceeding $200 in'cosi "nd not involving a change inserv'ice connections. Does NOT require insoection.
RESIDENTIAL
AIew: Single Family Dwelhng, iacluding all buildings with witing being consttucted on each ptoperty. (rBased on liuing space,see definition below)
11 Up to 1,500 sq ft - 9130 tr 1,501 to 2,500 sq ft _ g195tr 2,507 to 3,500 sq ft - 9260 tr 3,501 to +,SOO ,q ft _ g325
tr over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof 1$lzS + ($65 x # of additional1.000 sq. ft. or portion theteoO).
Alew: Muhi-Fantily Dwelliag (Co ntnctors Only)
n Duplex Apartrnent $260
D Thtee ot mote multi-family units: $130 per buildingplus $65p,er unir ($130 x # of buildings) + ($65 x # of units)tr Existing Residence, Modular, Manulactured oil\{obil. Ao-"., "tta o.t""rr.d Shop": gosE. pt* gro p.,btanch citcuig up to the maximum of *_._._-"-y.rp_"nding sq. rt. orae building ($65 + ($10 x # branch circuits))n Cenftal Heating/Cooling Systems: $65 \Vhen NOT part of new residentii'l
"t rrvaC p.-^it *itf. "" "aditional$7iti"g
tr Spas, Hot Tubs, and Swimming pools: $65 fee for each tdF to inspectPunps-lVate4 Inigation, Sewage (each motot)
tr 965 up to 25Hp ng95 _ 26 to 200tsl.p ng130 over 200 Hp
MISCELLANEOUS
D Tempotary Consftuction Services ONLY 200 amp or less, one location (for apetiod not to exceed 1 year) - $65tr Temporary Amusement $65 fee plus $10 per dde, concession or generator
D rrdgation Machine: $65 for center pivot prus $10 per tower of &ive motor
! Technical Service: $65 per hour
tr Plan Check 965 perhour
tr Requested Inspection: $65
It,j|l,|g T::--X:":.lT:1::5q51int1ded rlthulal habitationwhichmay.reasonably be utlized fot sleeping, eating, cooking,bathing, washing, tecreaiy, S'.d sanitation puposes. An unfinished basement is .oo.id.r.d p^n or ti.Jiving space.(;t :'
tufe o Date
OF
35N l.tE
Rexburg,|D83440 www.rexDUrg.org
Building Sofety Depqrtmenl
City of Rexburg
Phone:208.372.2326
Fax: 208.359.3022
SUBCONTRACTOR LIST
Excavation&Earthwork' *l?,r, l. t, 5Zl-Ltc,t
f)Cor.t.t.'
M"rooty, 5ci^lf*.*..,J 5t f31g
Insulation: C cird alt5 .f]fis uii.--i-i o \ J.: t..L/56e
c,+ 0 .A t'{ - 1Jf _ Jrt f
Painting: Der; i n e- Oe-s,'ci 11 5.< l- (i G L A
Floor
Pl*bi"g' Holeshnt flrr".i
Heanng: Bullst|c- 4c3 LScj {t
t..*.",
Special Construction
(Manufacturer or Supplier)
Roof Trusses:Tr rnsS 5)-l,qa
Floot/Ceilin gJoi"r"t
Siding/ExtenorTr:rn: ft LL S ec"S 'a n3 .7 a cl - 58 5 Q
Other:
REXBURG
A mei cals Fam ily Commailty
R.'.nds A.o{in.r gal.,l,-l C.0sc5
bal-f (<scn s 5+ e - l ) -/ )
Buil}g Sofety DeportmentO
www.rexburg.org
Remodeling'Yout Building/Home (need total constructions estimate, excluding fre, electrical, piumbing,
35N l"E
Rexburg, ID 83440
City of Rexburg
Phone:208.372.2326
Fox: 208.359.3022
and Mechanical valuations) $
Residential
SURFACE SQUARE FOOTAGE: (Shall include the extedot wall rneasurements of the building)
FirstFloor Area l, 9 o3 UnfrnshedBasemrntu. ltr?5L
Second fl,oot/Loft area Finished basem eflt ^tea
Third floorfloftatea_Gatagert." 5,1f
Shed or Bam CarportfDeck (30,,above grade)Area_
onreJ tL-"^ 31.5
Commercial
Construction Type:Occupancy Type:
SURFACE SQUARE FOOTAGE: (Shall indude the extedor wall measurements of the buildind
New Construction sq. ft.
Commercial Rernodel sq. ft.
Commercial Addition so. ft.
Utility, Misc. Private Gatage sq. ft.
Storage sq. ft._
Multi-Family/Single Student lfousiag
sq. tt. Der lr1ut
Managet Unit sq. ft.
Eoto.t
o€cl(,
=a3
(, -6
zo
Foulgoz
Eo
e
CIe
o
caoeF(,
lrJJul
ttoee&
o
ooo=o=DJ4.
.$rr E iHE rE E* i2"-;+ Es EaH: E; gl F=H
= iE .ig 8JE= E.E esr gtrE
- ^o'e .E- t=<- -J - tt-
NE5 E Hgr :H
rilo
= LiJ
PEoz:'CaDt-9ilt=oYUletr
uJOFE
EO8s
It
F=o-, -cE6urg
Bb o(r,oEoE
oc6EoY
rii-
-
oF
oUJDoo
ohl
\r
F)
g.
t-
u
I'gttIF1,1
,€r'9
t'$t'EIFt<
H*
2g585Ho6
UJErrF-cF lll
€ k;s F=E 1tE EE; .ng6i
TF3F=E -EEo.g
Hg
"rH
=:
E1fio.e
?HF
il
E\9Ngrl
$\Ag
6o
€E€Es€Es frgEE
Egg,
Ei$gtE rigE€Eg€€ F
gigE
isiF
ooEo-
ocEo
oY
iiP(J
EF-o(,
Jfrul-lu(!,
ggEigs
E€E
:l=OoFFE
FEgcEEf;
EgE Fd = P -. =iEIEETTE:€E EEEEafiF6-Bb 6 E,:FT **E Ei sE E€E.ae
FI
ltJo-
l-oz
Gom pl iance Gertificate
Project Title: 51239
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree DaYs:
Climate Zone:
Gonstruction Site:
t
REScheck Software Version 4-4-2-3
12 00200
2009lEccRigby, ldaho
Sinole Familv
Bld!. faces 2zO aeg. from North
2155trz
8o/o
80636
Owner/Agent:
261 Seagull Dr. - SFR
Office CoPy
Designer/Contractor:
Compliance: 0.3% Better Than Gode
Basement Wall 1: Solid Concrete or Masonry
Orientation: Front
Wall height 8.0'
Depth below grade: 6.5'
Insulation dePth: 8.0'
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Front
Basement Wall 2: Solid Concrete or Masonry
Orientation: Left Side
Wall height: 8.0'
Depth below grade: 6.5'
Insulation dePth: 8.0'
Window 2: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Left Side
Basement Wall 3: Solid Concrete or Masonry
Orientation: Back
Wall height 8.0'
Depth below grade: 6.5'
Insulation depth: 8.0'
Window 3: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Back
Basement Wall 4: Solid Concrete or Masonry
Orientation: Right Side
Wall height 8.0'
Depth below grade: 6.5'
Insulation depth: 8.0'
Window 4: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Right Side
Wall 1:Wood Frame, 16" o.c.
Orientation: Front
Window 5: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Front
Door 1: Glass
17
210.013.0
48
351
0.350
0.350
0.350
0.350
10
300.013.0
0.35016
200.013.0
495
335
16
23
23
12
512 21.0
65
35 0.350
Project Title: 51239
Data fi lename: C:\Users\Owner\Documents\REScheck\TYSON ALLEN'rck
Report date: 04123112
Page 1 of 6
€i- a-
SHGC:0.35 n^ 33
6ri"=ntution, rtont 583 21'o 0'o
*"'5"#ff:J'ifi"i',1?'" " 561 21.0 0.0 32
Wall 3: Wood Frame' 16" o'c' n n g2"-Orientation: Back 5g3 21'O u'u
Wall4: Wood FET.":1.6,-o'"' 0.010 0"-brientation: Right Side 21
Door 2: Solid i ^ 52"""oilnt"tio", Right Side 2155 50'O 2'O
Ceiling 1: Flat Ceiling or Scissor Truss
iurn""" 1: Forced Hot Air 95 OtU:. .^ ^---
O', t""O't,""* 1: Electric Central Air'13 SEER
''*;t";
it'#::?x'"*[ff]:l il: ruffi'fl"'fl.;f; H?::"'fi"""":li:i:il:1#Ti;il; HEScheck Inspection checkrist
DateSignature
Name - Title
Report date: 04123112
Page 2 of 6
Project Title: 51239
3:15?l"H;'3iir""'so*n"r\Documents\REScheck\rYSoN
ALLEN' rck
REScheck Software Version 4.4-2-3
lnspection Ghecklist
Ceilings:
tr Ceiling 1: Flat ceiling or Scissor Truss, R-50'0 cavity + R-2'0 continuous insulation
Comments:
Above-Grade Walls:
E Watt 1 : Wood Frame, 16" o.c., R-21 .0 cavity insulation
Comments:
E Watt 2: Wood Frame, 16" o.c', R-21.0 cavity insulation
Comments:
E 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:
El Basement Wall 2: Solid Concrete or Masonry, 8.0' ht / 6.5' bg / S.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-l3'0 cavity insulation
Comments:
E Basement Wall 4: Solid Concrete or Masonry, 8.0' ht / 6.5' bg / 8'0'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:
E 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: S1239
Data fi lename: C:\Users\Owner\Documents\REScheck\TYSON ALLEN'rck
Report date: 04123112
Page 3 of 6
Comments:
Doors:
E Door 1: Glass, U-factor: 0'350
Comments:
E Door 2: Solid, U-factor: 0.010
Comments:
Heating and Cooling EquiPment:
E Furnace 1: Forced Hot Air: 95 AFUE or higher
Make and Model Number:
D Air Conditioner 1: Electric Central Air: 13 SEER or higher
Make and Model Number:
Air Leakage:
n Joints (including rim joist junctions), 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 banier material, suitable film or
solid material.
tr Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubsishowers, and in openings between
window/door jambs and framing'
tr Recessed lights in the building thermal envelope are i ) 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) Ceiting/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) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Materials ldentification and Installation:
B Materials and equipment are installed in accordance with the manufacture/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'
tr lnsulation 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-6.
Duct Construction and Testing:
tr 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 means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A 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 leasl1 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: 51239
Data filename: C:\Users\Owner\Documents\REScheck\TYSON ALLEN'rck
04l23l',l2
of6
B
Continuously welded and lockingtype longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
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 172.4 cfm (8 cfm per 100 ft2 of conditioned floor area).
(2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 258.6 cfm (12 cfm per 100 ft2 of
conditioned floor area).
(3) Rough-in total leakage test with air handler installed: Less than or equal to 129.3 cfm (6 cfm per 100 fP of conditioned floor area).
(4) Rough-in total leakage test without air handler installed: Less than or equal to 86.2 cfm (4 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for
the 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 the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating seryice hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
tr HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-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 a
minimum 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 shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisty requirement'c').
Certificate:
tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window
U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
tr
tr
tr
D
tr
Project Title: 51239
Data fi lename: C:\Users\Owner\Documents\REScheck\TYSON ALLEN.rck
Report date: O4l23l'12
Page 5 of 6
Project Title: 51239
Data fi lename: C:\Users\Owner\Documents\REScheck\TYSON ALLEN.rck
Report date: 04123112
Page 6 of 6
fl 2009 IECC Energy
lJl Efficiency Certlficate
Ceiling / Roof
Wall
Floor / Foundation
Ductwork (unconditioned spaces):
52.00
21.00
13.00
Electric Gentral Air Gonditioner
Water Heater:
Wndow
Door
0.35
0.35
0.35
0.35
Forced Hot Air Furnace
Date:Name: -
Comments:
For:
Plan #:
Location:
From:
Structural Calculations 24 Aptil2012
Kartchner Homes
Madison
Henderson Block #5, Lot #2, Rexburg Idaho
York Engineering Inc.
2329 W. Spring Hollow Road
Morgan, Utah 84050 (801) 876-3501
Design Criteria IRC 2009:
RoofLoad;
Live Load (PSF) 40
Dead Load (PSF) 15
Floor Load;
Live Load (PSF) 40
Dead Load (PSF) 10
Seismic Zone:Dl
Wind Speed: 90 mph (110 mph 3 second gust) Exposure C or
100 mph (120 mph 3 second gust) Exposure B
Material Properties & Assumptions
C"".t.t"PSI(fc'):25001found.;,2500(slabs),4000(susp'slabs)
Concrete Reinforcement: ASTM ,4.615 Grade 60
Site Conditions: Dry [ Stable granular based, 2000 PSF Bearing Capacity, Glalular Based
Backfill (KH:35 pcf,I(P=225), Slope not to exceed 20olo, Minimum setback from slopes of
25',
Dimensional Lumber: Hem or Doug Fir #2 & BTR
Steel: ASTM ,4.36
Use Simpson straps and tie downs, and meet nailing, reinforcement and other structural
requirements as noted on the drawing and within G pug.t of this document' These structural
calculations are based on conditions and assumptiont tittta above' If the conditions listed herein
are not met or are different it shall be brought to ttre attention of the engineer' Roof Truss and
beam system to be engineered by the suppiler. This engineering assumes that the building site is
a.y und stable, a high";ater table or adverse soils such as plastic clays, fills etc' could cause
future flooding, settiement, 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 ur."quir"J, iJthe responsibility of others. These calculations and engineering are
for the new buildinj structure only and do not provide an1-gleineering analysis of or
liability/warranty for the non-struttural portions of the building, or the site itself' William York
is the structural engineer only and does not assume the role of 'oRegistered Design Professional"
on this project. rrr. pr.po.e of these calculations and engineering is to help reduce structural
damage and loss of life due to seismic activity andior high_wind conditions. The conffactor shall
veriff all conditions, dimensions and structural details of the drawing. Multiple use of these
TNONIIIINO
calculations is not permitted.
All exterior walls shall be sheathed with7116" APA rated structural wood panel. Block all
horizontal edges I Yz" nominal or wider. Sheathing shall extend continuous from floor to top
plate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less than Vz" from
edge of panel and driven flush but shall not fracture the surface of the sheathing. Extend
sheathing over gable end to wall joints & over rim joist between floors and nail to rim and wall
plates 6" O.C.
The following general requirements shall be followed during construction:
1. Contractor to verify all dimensions, spans, & conditions and 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 plan.
6. Use 2: #4 bars continuous for all footings
2:# 4 bars each side of openings & 2# 4 barc top & boffom extend 36" beyond opening
8. Use Yz" x 10" J bolts 36" 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 l6d two rows 12" O.C.
I 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 connectorslhangers.
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 ascending slopes be a minimum of 25 feet and that the intent of IRC section
R403.1.7 is met.
15. The contractor shall conform with all building codes and practices as per the 2006 IRC.
16. Use balloon framing method when connecting floors in split level designs.
17. Nail all whear 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 lzthe horizontal distance between steps. Horz.
rebar shall be 12" O.C. through step downs and extend 48" either side of step
20.If garage return walls are less than 32" wide then extend headers across retum 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 Y'" LYLs for all headers carrying girder loads.
22. Allow foundation 14 days to cure prior to backfill
23. Use I 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 permiued with 5/8" J-bolts through both plates. Stacking more
than two plates is not permitted without special engineering
Plan: Madison
Dale: 24 APril2012
Location: Lot#2 Block #5 Henderson
right interiorFooting Galculations
Concrete SPecs
DensitY (Pcf)
Strength (Psi)
Clear Cover Thickness (in)
Foundation
OverallHeight (ft)
Height (in)
WallThickness (ft)
Thickness (in)
Weight (kiPs/|ft)
Footing SPecs
width (ft)
Width (in)
Heisht (ft)
Height (in)
Weight (kiPs/|ft)
Area per lft
Soil SPecs
DensitY (Pcf)
SoilPressure (Psf)
Weight (kiPs/|ft)
Building Loads
Roof span
Roof (kiPs/|ft)
WallHeight (ft)
WallLoad (kiPs/|ft)
Floor sPan
Floor Loads (kiPs/Ift)
Total(kiPs.lft)
back front left
150 150
3000 3000
33
150 150 150
3000 3000 3000
333
7.83
94
0.67
8
0.78
2.00
24
0.83
10
0.25
2.00
125
1 500
0.65
38
1.05,12
0.24
t8
0.45
1.74
7.83
94
0.67
I
0.78
2.00
24
0.83
10
0.25
2.00
125
1 500
0.65
38
1.05
12
0.24
16
0.40
1.69
2.72
1.36
7.83
94
0.67
8
0.78
1.50
18
0.83
10
0.19
1.50
125
1 500
0.41
24
0.66
14
0.28
14
0.35
1.29
2.26
1.51
125
1 500
0.41
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
1 500
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
Calculations
TotalWeight on Soil (kips)
SoilLoad (ksf)
Required Footing Width (in)
Required Footing DePth (in)
24 1E lE
10 10 10
2.77
1.38
24
10
16
10
Plan: Madison
Date: 24 April2012
Location: Lot#2 Block #5 Henderson
Sawn Lumber
Load Parameters
Floor Live Load(psf)
Floor Total Load(psfl
Floor 1 Span(ft)
TotalFloor Load(plf)
Wall Height (ft)
WallWeight (psf)
WallLoad(plf)
Roof LL (psf)
Total Roof Load(psf)
Roof Span(ft)
Total Roof Load(plf)
Beam Weight (plf)
Live Load (plf)
TotalLoad (plf)
Reactions & Moment
Duration lncrease
Beam Span(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
CF=
Area =
Momemt of lnertia | =
Maximum Bend Stress =
Allowable bend Stress
Factor Of Safety =
Allowable Sheer Stress
Max Shear Cap (lbs) =
Factor Of Safety =
Bearing Required =
E (psi)
Deflection LL (in)
LLoad Def. Limit U
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
FB-1 RB-2
40
50
37
925
0
20
0
40
55
0
0
4.4
740
929
11
3.5 5
1626 2658
1626 2658
1423 3322
1626 2658
7.25 9.25
33
1.20 1.10
21.75 27.75
95 198
650 932
1020 935
1.57 1.00
180 165
2610 3053
1.60 1.15
1.34 2.19
1300000 1300000
0.02 0.04
360 360
0j2 0.17
5.78 4.12
0.03 0.06
240 240
0.175 0.25
6.91 4.30
2:2x8 2:2x10
40
50
0
0
2
20
40
40
55
37
1018
5.6
740
1 063
RB-3
40
50
0
0
0
20
0
40
55
11
303
4.4
220
307
1
6
921
921
1 381
921
7.25
3
1.20
21.75
95
630
1020
1.62
180
2610
2.84
0.76
1300000
0.05
360
0.20
3.86
0.07
240
0.3
4.15
2:2x8
RB-4
40
50
14
350
4
20
80
40
55
39
1073
5.6
1 060
1 508
1
4
3016
3016
3016
3016
9.25
3
1.10
27.75
198
846
935
1.11
165
3053
1.01
2.48
1 300000
0.02
360
0.13
5.62
0.03
240
0.2
5.92
2:2 x 10
RB-5
40
50
0
0
5
20
100
40
55
2
55
3.2
40
158
1
5
395
395
494
395
5.25
3
1.40
15.75
36
430
1190
2.77
210
2205
5.58
0.33
1300000
0.01
360
0.17
13.93
0.05
240
0.25
5.29
2:2xO
Plan: Madison
Date:24 April2012
Location: Lot#2 Block #5 Henderson
LVL Beam
Load Parameters
Floor LL (psf)
Total Floor Load(psf)
Floor Span (ft)
Total Floor Load (plf)
Wall Height (ft)
WallWeight (psf)
WallLoad (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
FB-z FB-2 RB-1
1
10.5
2938
2938
7713
2938
88
9.50
3.5
33
2684
11775
250
1.53
285
631 I
2.15
1.12
1 900000
0.25
480
0.26
1.04
0.32
360
0.35
1.09
2'.9 Y2"
1
16
1201
1201
4805
1201
36
9.50
3.5
33
2684
11775
250
2.45
285
631 8
5.26
0.46
1 900000
0.31
360
0.53
1.72
0.47
240
0.80
1.72
2'.9 Y."
1
I
5679
5679
12778
5679
137
11.88
3.5
42
2604
17862
489
1.40
285
7900
1.39
2.16
1 900000
0.14
360
0.30
2.15
0.20
240
0.45
2.24
2:11718"
1
11
3683
3683
10128
3683
111
9.50
3.5
33
2684
11775
250
1.16
285
631 8
1.72
1.40
1 900000
0.33
360
0.37
1.10
0.46
240
0.55
1.18
2'.9 Y2"
RB-9
40
50
0
1
12.5
1092
1092
3411
1092
33
9.50
3.5
33
2684
11775
250
3.45
285
631 8
5.79
0.42
1 900000
0.14
360
0.42
3.00
0.20
240
0.63
3.10
2'.9Y""
RB-6 RB-8
40 40
50 50
00
00
20
20 20
400
40 40
55 55
44 24
1210 660
12 10
880 480
1262 670
40 40 40
50 50 50
22222
550 550 50
000
20 20 20
008
40 40 40
55 55 55
003
0083
14.5 18.1 10
440 440 100
564 568 150
FB.2
40
50
22
550
0
20
0
40
55
0
0
9.6
440
560
0
0
20
0
40
55
6
165
10
120
175
11
12 15
3387 4261
3387 4261
10'160 15977
3387 4261
68 68
9.50 11.88
5.3 5.3
50 62
2684 2604
17662 26793
375 734
1.74 1.68
285 285
9476 11850
2.80 2.78
0.86 1.08
1900000 1900000
0.29 0.36
480 480
0.30 0.38
1.04 1.04
0.37 0.46
360 360
0.40 0.50
1.08 1.08
3'.9 Tz" 3: 11 718"
Plan: Madison
Date:24 April2012
Location: Lot #2 Block #5 Henderson
TJI Joist
Span (fi)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration lncrease
Joist Span(ft)
Joist Spacing
Joist Weight (plf)
Joist Loading (pl0
Max Reaction (lbs)
Max Moment (FtLb/lD
Max Shear Lb
Determine Joist Size
Depth
Mil Moment 1000/6 (ft-lbs) =
F. S. for moment =
Max Shear 100% (lbs) =
F. S. for shear =
Bearing Required (in.)=
Live Load (L/360) =
Total Load (U240) =
El x 10^6 (lb-in^2)
Live Load Deflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
Selection
210
18
11.88
10
40
50
1
18
16
2.8
ov
625
2413
625
11 7/a"
11 7i8"
3620't.2s
980't.57
2.00
0.60
0.90
283
0.48
0.63
1.24'1.43
210's @ '16" o.c
Plan: Madison
Date: 24 April 2012
Location: Lot #2 Block #5 HendeBon
BCtJOTSTS
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 (plD
Joist Loading (plf)
Max Reaction (lbs)
Max Moment (FtLb/|O
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)
Kx10^6(lbs)
Live Load Deflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
Selection
6000t8
11 7/8"
1 1.88
10
40
50
1
18
16
l.J
ozJ
2801
ozJ
117t8"
3670
1.31
1175
1,89
0.60
0.90
305
0.45
nRq
1.34
1.55
600d@16"
Plan: Madison
Date: 2/+ April 2012
Location: Lot #2 Block #5 Henderson
Seismic Calculations
Loading Summary
Floor Dead Load (psD
Floor Live Load(psf)
Walls (Ext)(psD
Walls (lnt)(psD
Roof Dead Load(pso
Roof Slope
Exterior
Snow Load Reductlon
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduction
Total Load
Seismic Zone E
RoofLL(ps0 40
RoofDL(pso 15
6 t12
combination
Seismic Paramateis
26.56 V=CS'lV/l.4
40.00 Fa= 1
R= 6.5 lable 1617.6
Ss= 1.772
Sms= 1.77 eq.16-16
40.00 Sds= 1.18 eq'16-18
55.00 Cs= O.21A per eq. 1G49
Adj. Factor 1.4
Cs= 0.1556
Length W(psD Lbn Wdth W(b)
70 23 1610 52 A3720
roof wall 10980
Total Mass Tributary to Roof Levels = 94700
Shear M(lbs) Roof Levels = 14rce
Length W(psD lb/ft Wdth W(b)
70 10 700 52 0
wall heighi 0 10980
Total Mass Tribulary to Floor 2= 0
Shear M(lbs) Floor Levels = 0
Length W(ps0 lb/ft Wdth W(lb)
70 10 700 52 17710waff height I 13420
Total Mass Tribulary to Floor 1= 3l130
Shear M(lbs) Floor Levels = 4A45
10
40
20
10
aa
Roof
Floor 2
Floor 1
Floor 1 Lateral Force
Floor 2 Lateral Force
Roof Lateral Force
Total selsmlc Mass =
Total Lateral Force =
Selsmlc Force Distribution** Roof Sections '*
Roofl-loor 1l-loor 2
v/sum(w'HD =
E asement sneer watl
Total Load (kips)
nght side
left side
fronl
bacl(
Floor't Sneer watl
Total Load (kips)nght sidelen side
ront
Dacl(
Ftoor z Sneer watl
Total Load (kips)
right side
left side
lront
bacl(
shear wall critical Lengths
Front
Back
Right
Lefl
0
0
14734
125630
14734
H(x) W(x) kip W(x)H(x)
M.A 95 1397
1,0 0 0
o.o0u
Totals 95 13970.01055 Totat shear (tbs) =
l-(tolal) Lengtn't4.7
7.4 107.4 107.4 107.4 10
F(total) Length
14.77.4 407.4 34
7.4 22
7.4 27
F(totar) Lengtn
14.77.4 10
7.4 l0
7.4 10
1.4 10
wall uL Floor DL
240 400
240 450280 350280 50
o/o Fotc€ Total Sheer I'too.ooo/o 14.737634o.0g,tb 14.7376:J4
0.00% 14.7376:'4
I
14734
Shear Wall Load (plDNot Appli€ble
Not Applicable
Not ApplicableNot APplicable
Shear Wall Load (plo
144
217
273
ShearWall Load (plD
Not APPlicable
NotAppli€ble
Not Applicable
Not Applicable
Galculate Uplift , Forco Req'd to Prevent OT 0bs)Panel Length (ft) 2 3
3785 2662
2602 1446
21't1 1508
2542 1923
Front
Back
Right
Left
ROOI IJL
10451 045
275
660
cntical | (tt)
5
4o
o
8-2949
-4332
-1506
-1374
uL (prr)11221 156603659
6-704-2021-300-55
4
1540
291
905
1264
plan: Madison
Oalet 21 Aprit2012
Lo€tion: Lot #2 Block #5 HendeEon
Wind Loading Calculations using Main Windforcs-Resisting System (MWFRS)
Longitudinal DiEction
Wnd D$lgn cdcl€nt3
P=wind load'exD @efrlw
P=Design Pressure
Horizonlal Wnd Load (fom table 1609.6.2.1(1)
Wall Load (pst=
end zone (A)
interiorzone (C)
Roof Load (psf)=
end zone (B)
interiorzone (D) 2.7
Verti€lWnd Load (trom table 1609.6.2.1(1)
Roof Load (psD=
end zone windmrd (E) -7.2
end zone leeward (F) -9.8
interiorzone windErd (G) -5.2
interiorzone leeward (H) -5.2
Exposure Coefficient (from table 1 609.6.2.1 (4) 1.21
lFlmportane Factor (from table 1604.5) 1.0
Wlnd Sped -
Erp6ura
R@t slopE -
R@t Angb (d€g)-
P=wind load'exp @efrlw
horizontal mll interior
horizontal wll end zone
horizontal roof interior
horizontal roof end zone
verli@l end zone windward
verti€l end zone leeward
ve.li€l interior zone windward
verti€l interior zone leeward
.4*Hmean
.1'base
End Zone Wdth (ft)
Interior Zone Wdth (ft)
Gable R@f Load
Hlp Root Ldd
Wail L@d
16.1
11.7
90 RoofHeight 9.50
C Wall Height 10
Truss Span 38
6 t't2
26.56 Sine = 0.4472
Minimum Pressu€
Adjusted
14.16 14.16'19.48 19.48
3.27 10.00
3.15 10.00-4.71 0.00
n1.86 0.00-6.29 0.00.6.29 0.00
5.9
5.2
5.2
41.6
wtdth
End 5.2
lnterior 41.6
wtdth
end zone windmrd 5
leeward 5
interiorzonewindward 42
leeward 42
2nd storyEnd Zone \Mdth (ft)
2nd Storylnlerior Zone Wdth (ft)5.2
41.6
Helght
274
12064
27
81012-2563 -3615 -4667
-3001 .4086 -5172
Area
494
Wldth Helqht5.2 1.0
41.6 1.00
End
Interior
Eno
lnterior
Wlnd Load19.4814.16
Sum =
Wlnd Load
10.00'10,00
I oEl
Wlnd hd
19,4E
14.16
Sum =
Forcc (lbs)
253
3532
3784.48
Fo,€ (lb)
4940
4940
2nd Stor
Fore(lb/tt) Fo@(lbl
203 202.6
589 588.93
791.534 791.53
Fore (lb.)
0
0
Fl@r2 Dlaphragm Sh€r
Total Shear(lbs) 4940
Frcnt Wall Length 10
Backwall Length 10
Fbr I Dlaphragn Sh€at
Total Shear(lbs)
Front Wall Length
Back Wall Length
h3.m.nt DlThragm Shear
Total Shear (lbs)
Front Wall Length
Back Wall Length
Sh€arWall Loads (plf)
12855
10 Not Appli€ble'10 Not Appli€ble
length Wlnd Ldd
32.40 FALSE
32.40 FALSE
32.40 FALSE
32.40 FALSE
ShearWall Loa& (plf)
Not Appli€ble
Not Applicable
ShearWall Loads (pl0
Total 17114
Total (plD 70
46-459 -1511
-E30 -1916
critical Wall Length (ft)=
Front Wall Dead Load (p10. 1122
Front Wall Criti€l Length (ft)= 2
Back Wall Dead Load (plf)= 1 156
Back Wall Criti€l Length (ft)= 2
Calculate Uplilt , Force Req'd to PFvent OT (lbs)
Panel Length (fr) 2 3
593 67
255 -288Frcnt
Back
Plan; Madison
Date: Aonl20'12
Lo€lion: Lot #2 Block #5 HendeFon
Wind Loadlng Calculations using Main Wndforce-Resisting System (MWFRS)
TEnave6e DiEction
Wlnd Dslgn Cetffclents
P=wind load'exe oefi*lw
P=Design Pressure
Horizoniel Wnd Load (from tabl€ 1609.6.2.1(1)
Wall Load (psO=
end zone (A)
inleriorzone (C)
Roof Load (psD=
end zone (B)
interiorzone (D)
Verti€l\Mnd Load (frcm table '1609.6.2.'l(1)
Roof Load (psD=
end zone windwrd (E') -7.2
end zone leeward (F) -9,8
interiorzone windmrd (G) -5.2
interiorzone leeward (H) -5.2
Exposure Coefficient (frcm tablo '1609.6.2.1(4)
lFlmportane Faclor (frcm tgble 1604.5)
Wlndsp.€d- 90
Erpo3uh C
Roof SloF -
R@tAngls (dq)- 26.56
P=wind load'exp coefllw
horizontal mll interior 14.16
horizonlalrell end zone 19.48
horizonlal roofinterior 3,27
horizontal rcofend zone 3.15
verti€l end zone windward -8.71
verti€l end zone leewrd -11.86
verli€l inierior zone windward -6.29
verti€l interiorzone leward €.29
End Zone Width (ft)
InteriorZone VMdth (ft)
Gabl. Rd Load
Hlp R6f hd
Wall Led
Voill€l Fo@
16.1
11.7
2.6
2.7
1.21
1.0
Roof Height 9.5
Wall Height 10
Truss Span 38
6 t12
Sine = 0.4472
Minimum Pressure
Adjusted
14.16
19.48
10.00
10.00
0.00
0.00
0.00
0.00
5.2
59.6
wtdth
End 5.2
lnterior 59.6
Area
End 665
Interior 0
wHth
End 5.2
Interior 59.6
2nd sloryEnd Zone \ Idth (fr)
2nd StorylnteriorZone Wdth (ft)
Helght Wnd bad For@ (tb.)
2.5 '19.48 253
3.50 14.16 5060
Sum = 5512.678
10.00 6650
10.00 0
Total 6650
Helght
1.0
1.00
l€ngth42.4042.4042.40
42.40
Wlnd Load Foro(lbr)
19.48 203'14.16 844
Sum = 1046.36
Wnd L@d
FALSE
FALSE
2nd Story
202.6024
843.7572
1046.3596
wtdth
60
Force (lb)
end zone windward
leeward
interior zone windward
leeward
Fl@r2 Dl.ph.dm Shdr
Total Shear(lbs)
Lefr Wall Length
Right Wall Length
Fl@r t Dlaphragm Shaar
Total Shear(lbs)
Lef, Wall Length
Right Wall Length
baement DlaphEgm Shdr
Total Shear (lbs)
Lefr Wall Length
Right Wall Length
Crltlcal Wall Length (ft)=
Left Wall Oead Load (plf)=
Left Wall Critical Length (tt)=
Right Wall Dead Load (plD=
Right Well Criti€l Length (ft)=
16067
34
40
17114
10't0
66501010
ShearWall Loads (plo
Not Appli€ble
Not Applieble
ShearWall Loads (pl0
201
ShearWall Loads (plf)
Not Appli€ble
Not Appli€ble
Total 12855
Tota! (plf) 65
Calculate Uplift , Force Req'd to Pcvent OT (lbs)
Panel Length (f,) 2 3
ttr Job: 51239
Date: APRIL20'2011
BY: ROBERTHALLLoad Short Form
Entire House
KARTCHNER HOMES
lD 894442 Phone: 745-8468197 STOCKMAN BLVD ' RIGBY,
Outside db CF)
Inside db ('F)
Design TD CF)
Daily range
Inside humiditY (%)
Moisture difference (gr/b)
Htg Clg
-6 89
68 75
74 14
-H
50 50
57 -31
Method
Construction qualitY
Fireplaces
Simplifled
Semi-tight
0
Make
Trade
Model
GAMA ID
EfficiencY
Heating inPut
Heating outPut
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
KITCHEN
HEATING EQUIPMENT
lnfl Comfort Products
Tempstar
NgMP2080F16**
70306
Make
Trade
Cond
Coil
ARI ref no
EfficiencY
Sensible cooling
Latent cooling
Totalcooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
COOLING EQUIPMENT
lntl Comfort Products
QuietComfort DX1300 R22 AC
H2A33OGKAI*
5g*2qjgfl*+TD1
833220
90 AFUE
80000
72000
79
980
0.026
0.70
Btuh
Btuh
OF
cfm
cfm/Btuh
in H2O
13 SEER
21140
9060
30200
980
0.057
0.70
1.00
Btuh
Btuh
Btuh
cfm
cfmlBtuh
in H2O
817 ' 82oo
Botd titatic values have been manually overildden
Printout certified by ACCA to meet all requirements of Manual 8th Ed'
ROOM NAME Area
(fF)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
BEDl
BED2
BED 1 WIC LINEN
BASE BATH
BED3
MECI-YSTOAGE
FLEX ROOM
MASTER BED
MASTER BATH
MASTER WIC
BED4
BED5
MAIN BATH
PANTRY
LAUNDRY
156
158
54
45
222
361
735
224
96
67
176
152
54
48
72
1734
1126
370
308
2171
2874
4975
2644
950
0
2449
1812
80
0
1148
866
854
6
5
415
380
675
1743
161
0
1797
1720
41
0
163
6543
45
29
10
8
57
75
130
69
25
0
64
47
2
0
30
214
50
49
0
0
24
22
39
100
I
0
103
99
2
0
I
375
{f- Yr;|:5g6t*aft" Right-Suite@ Universal7'1 03 RSU06972
c:\Documents and settings \ROBERT HALL \My Documents \wightsoft FlvAc \MADISON C CR 783 rup calc = MJ8
2O12-Apt-23 19i22"O2
Page 1
bonus
TOTALS
6693 1735
44454 17306
Bold litalic values have been manually ovenidden
Printout certified by ACCA to meet all requirements of ManualSth Ed.
99175408
3844 980 980
Entire House d
Other equip loads
Equip. @ 0.94 RSM
Latent cooling
3844 37540
6914
17103
1 308
1 7306
0
980 980
+l+ r..rrlghtx*fG. Right -Suite@ U niversal 7.1.03 RSU 00972
C:\Documents and Settings \ROBERT HALL \My Documents W\fightsoft HVAC \MADISON C CR 7B3.rup Calc = MJB
2O12-Apt-23 19:22:02
Page 2
Building Analysis
Entire House
KARTCHNER HOMES
Job:
Date:
By:
s1239
APR|L20,2011
ROBERT HALL
197 STOCKMAN BLVD , RtcBy , tD Ag4442 phone:745_8468
ldaho Fails, tD, USEfevation 4241 ftLatitude: 44.NOutdoor:
Dry bulb('F)
Daily range ("F)
Wet bulb('F)
Wind spei:d(mph)
Gooling
89
34 (H )60
7.5
Indoor:
lndoor temperature ("F)Design TDi'F)Relative huiniditv(%)
_ -Moisture differeric'e(firnb)
Infiltration:
Method
Construction qualitv
Fireplaces
Heatino
68-74
5057.0
Simplified
Semi-tight
Goolino
75'
14
50-31.5Heating
f
15.0
Component Btuh/ff Btuh o/o of load
Walls
GlazinoDoors -
Ceilings
Ftoors
Infiltration
Ducts
Piping
Humidification
VentilationAdjustments
Total
4.7
25.9
16.2
1.8
1.81.7
1 8358
5534
907
3875
381 1
5056
0
0
0
69140
44/,54
41.312.42.08.78.6
11.4
0
00
15.6
100.0 i
Component Btufr/ff Btuh o/o of loadWalls
Glazino
Doors -
Ceilings
Ftoors
lnfiltration
Ducts
Ventilation
Internal qains
Blower -
Adjustments
Total
0.3
35.0
4.0
1.0
0.'1
0.2
1161
7475
227
2199
188
503
0
1 308
5350
0
0
18411
6.340.61.2
11.9
1.0
2.7
07.1
29.1
0
100.0
Overall Uvalue= 0.051 Btuh/fF-.F
Data entries checked.
<{*- *.*fgntl*ef,}* Right -Suite@ U niversat 7. 1.03 RSU 06972C:\Documents and Settings \ROBERT HALL \My Documents \lMighrsoft HVAC 2O12-Apt-23 19:22:02
Page 1\MADISONCCR 783.rup Catc =MJB
Component ConstructionsEntire House
KARTCHNER HOMES
Job:
Date:
By:
st239
APRtL20,20l1
ROBERT HALL
197 STOCKMANBLVD, RtGBy ,tD Ag4442 phone:745_8468
Latitude:44'N
ldaho Falls, tD, US
Elevation 4741 ft
Indoor:
Indoor temperature ("F)Design TD CF)Relative humiditv(%)
- Moisture differeric'eftrnb)
Infiltration:
Method
Construction quality
Ftreptaces
Heating.9
15.0
Cooling
89
34 (H )60
7.5
Heating
68
74
50
57.O
Simplified
Semi-tight
0
Cooling
75
14
50-31.5
Outdoor:
Dry butb('F)Daily range (.F)Wet butb("F)
Wind speed (mph)
Gonstruction descriptions
Walls
12F-0sw : Frm wall, vnl ext, r_21 cav ins, 1/2,,gypsum board int fnsh ,2"x6" wood frm
12 F-0sw : Frm wall , vnl ext, 3/g" wood shth , r-21 cav ins . 1t2,,gypsum board int fnsh , 2',x4,,wood frm
Or Area
ff
Gvalue tnsul R
BtuMf-"F ff-.F8tuh
Htg llJM Loss Gtg HrM GainEruffi Btuh BtuMf Btuh
1 5 81 3-Owc -6: Bg wall , light dry soil, 2,,x4,, wood int frm , concretewall , r-1 3 cav ins , 1 0. thk, 1/2' gypsum board int fnsh
n
e
s
w
all
n
ne
e
se
s
all
n
e
s
w
all
n
ne
e
se
w
all
e
216
153
216't37
722
351
16
359
16
351
424
1517
335
447
351
495
1628
0.065
0.065
0.065
0.065
0.065
0.065
0.065
0.065
0.065
0.065
0.065
0.065
0.053
0.053
0.053
0.053
0.053
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
21 .0
13.0
13.0
13.0
13.0
13.0
4.81
4.81
4.81
4.81
4.81
4.81
4.81
4.81
4.81
4.81
4.81
4.81
4.64
4.52
4.74
4.74
4.66
1039
736
1039
659
3473
1688
76
1728
76't688
2039
7296
1555
2020
1665
2348
7589
0.47
0.47
0.47
0.47
0.47
o.47
0.47
0.47
0.47
0.47
0.47
o.47
0.06
0.05
0.07
0.07
0.06
102
73
102
65
343
167
I
170
I
167
201
720
20
22
24
33
98Partitions(none)
Windows61C: VINYL .35 U - VALUE; NFRC rated(SHGG0.35)
Doorc
71A: GLASS .3S - U VALUE
11D0:11D0
16 0.350
10 0.350
65 0.350
48 0.350
10 0.350
16 0.350
50 0.350
214 0.350
35 0.350
21 o
n
n
0
0
0
0
0
0
25.9 414 11.5 18525.9 248 26.2 25125.9 1679 37J 2441
25.9 1235 37 .7 179525.9 248 39.2 31925.9 414 37.7 60225.9 1295 377 188325.9 5534 35.0 7475
25.9
0
907 6.47
00
$ **,nttttrrsft- Right -suire@ U nivercat 7..1.03 RSU 06922C:\Documents and Settings \ROBERT HALL \My Documents \Wightsoft FIVAC 2O12-Apt-23 19:22:Og
page 1
\MADISONCCR 783.rup Catc =MJB
Ceilings
1 6 B-44ad : Attic ceiling, asphalt shingles roof mat, F44 ceit ins, 1 t2,,gypsum board int fnsh
16B-50ad: Attic ceiling, asphalt shingles roof mat , r_S0 ceil ins,1t2,,gypsum board int fnsh
DftCeil: C part ceiling, carpet flr fnsh , frm flr, 12,, thkns, 1/2,, gypsumboard int fnsh
Floors
1 gA-obscp : part floor, carpet fl r fnsh, frm fl r, 1 2,, thkns, 1/2,, gypsumboard int fnsh
19_A-30bscp : part floor, carpet flr fnsh , r_30 ins, frm flr, 12,, thkns,1/2" gypsum board int fnsh
21A-28c: Bg floor, light dry soil, carpet flr fnsh
408 0.022
1705 0.020
42 0.221
't6 0.295
408 0.034
1731 0.022
1.63
1.48
16.4
44.0
50.0
0
664 0.92 377
2523 0.84 1432
688 9.29 390
0
30.0
0
8.20
2.11
1.63
131 1.55
862 0.40
2818 0
25
163
0
* *rrnlglfrr*ci?r-
C:\Documents and Settings
Right-Suite@ U niversat 7.1.03 RSU 06972 2O12-Apt-23 19:22:Og
page 2
\ROBERT HALL \My Documents \Vvhightsoft HVAC \MAD|SON C CR 783.rup Calc = MJ8
ProjectSummary
Entire House
KARTGHNER HOMES
Job:
Date:
By:
s1239
APR|L2o,2011
ROBERT HALL
l9i' STOCKMAN BLVD, RtcBy, tO Ag4442 phone: 74s-8468
Notes:
5239, MRTCHNER HOMES
FACES \A/EST
Weathen
Winter Design Gonditions
Heating Summary
ldaho Falls,lD, US
Summer Design ConditionsOutside dbInside dbDesign TD
StructureDucts
Centralvent(101 cfm)HumidificatiohPiping
Equipment load
Infiltration
Method
Construction quality
Frre0taces
€'F
68 'F
74 'F
Outside dbInside dbDesiqn TD
Dailiranoe
Reldtive tumiditvMoisture differerice
89 'F
75 .F
14 "F
H
50%-31 gr/b
Sensible Gooling Equipment Load Sizing37540 Btuh
0 Btuh6914 Btuh
0 Btuh
0 Btuh
44454 Btuh
Simplifiedseniitignt
0
Coolino
384{
23345
0.10
39
Structure
Ducts
Centralvent(101 cfm)Blower
Use manufaciureis dataRate/swing multiplierEqutpment sensible load
Structure
Ducts
Centralvent(101 cfm)Equipment ldtent loa6
Equipment total loadReq. totat capacity at0.70 SHR
17103 Btuh
0 Btuh1308 Btuh
0 Btuh
n
0.94
17306 Btuh
Latent Gooling Equipment Load Sizing
Area(ff)
Volume(ff)
Air changesihour
Equiv. AVF(cfm)
Heating Equipment Summary
tulake Infl Comfort products
Trade Tempstar
\4odet N9Mi2O80F16**GAMA ID 70306
Cooling Equipment Summary
U"k" Int,l Comfort products
fradg euietComfort DXlaOb R22 ACQond H2A330cKA1r .'---
9qLl ED*2X36F*+TD1ARI refno 833220Efficiency 13 SEERSensible-cooting 21140 BtuhLatent cooling - g060 BtuhTotal coolino-il;;i;ilrlY' 3o2oo Btuh
Air flow factor 980 cfmsiaiii i'""diie 0a975 ff?r.8nLoad sensible heat ratio 1.00
Heatino3844233450.19
74
840 Btuh
0 Btuh-1818 Btuh
0 Btuh
17306 Btuh
2.1 ton
Efficiencv
Heating inputHeating outputtemperature rise
Actual air flowAir flow factor
Static pressure
Space thermostat
90 AFUE
80000 Btuh72000 Btuh
79 'F
980 cfm
0.026 cfmlBtuh
0.70 in H2O
Bold ,litalic values have been manually overriddenPrintout certified by ACCA to meet all requirements of Manualgth Ed.
{${- rarrfgfrt-aft"
C:\Documents and Settings
Right -Suite@ U nivers at 7.,t.03 RSU 06972 2O12-Nt-2319:22:03
page 1
\ROBERT HALL \My Oocuments \Wrightsofr I_IVAC \MAO|SON C CR 783.rup Catc = MJB
Right-.J@ WorksheetEntire House
KARTCHNER HOMES
834442 Phonei 745-A468
Job: St2g9
Date: APR|L2O,20tl
By: ROBERTHALL
197 STOCKMAN BLVD , RIGBY , ID
1
4
Room name
Exposed watlCeiling height
Room dimensions
Room area
Entire House
459.6 fi9.0fr d
3844.0 fr,
BED 1
25.0 ft9.0 ft heat/coor
13.0 x 12.O ft156.0 fi,Ty Conslruction
number U-value(Btuh /fi'?-'F Or HTM
(Btuh/fl,)Area (n1 I Lo"oor perimeter (fl ) | (Btuh)Area (fr1
or perimeter (fl)Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coololw i
11
0
zo'0.
0.
^a
6.
0.
at
.0.
0.
0.1
0.,
37.1
0./
37.1
o.(
0.(
0,(0.t'9.2
1.€
0.4
0.0
4.41
4.814.U
25.90
4.81
25.90
4.814.81
25.90
25.90
4.5225.90
4.e1)zs.so I4.a11i?11
4.81 |2s.90 |t.atlzs.so I0.00 |4.741
1:ffi1
1 .48116.37 |e.zo I2.111r.es IrlIIIIIII
u.uocl n I0.0651 n Io.ogsl n Io.asol n I0.0651 ne I0.3501 ne I0.0651 e Io.oosl e Io.gsol e I0.3501 e I3:3331 : Io.oesl se Io.osol se I0.06s1 s I3:3331 : I0.0651 w I0.3501 w I3:3331 w Io.oool w I0.0e31 w I0.0221 - |323?l .l
o.zgsl - |o.oa+l Io.o22l . Itltltltltltltllltltltl
. lw lriro.*. lY---* l:?3'*-".11lW lrzroswl-161C
I W I rzrosw
lW | 12FOsw
I f-clorcl'-Dl71A
I W I rsareowc-o
| -161c
I W | 12F{sw
I L--c I orcI w I tzrosw
I w I rzrosw
lW | 1s813{wc_6
I W | 12F€sw
I L---clorc
I W I rzrosw
lFGl6lc
lLDl11D0I W I l5BlOOwc-6
I c I rea-+taoI c I roa-soaa
I c lonceirI F l1gA-obscD
I F I igA-3obscp
I F l21A-2Bctl
4i
4(
4(17C
1
4A
.471 216l
#l siil
471 251tit ls;t651 osl471 351Hl 'lil
24r rol471 ualiit #il)51 rolgl '?;l
l?l ;!l'zl rual4l lzosl;l ,#lol rzor Itttttltltltlllll
16lr51 |B9l
0l161
u3l5el
0lfrl
0lt6l
illt7l
0l'11
rlrgl
8l
."zl
el8l,l
IIIIIIII
1f
1€
1C
17
16
91
20:
12i
1ot
16t
16(
4'l
20.a
tzN
2U
00252
.68
la
: 86,
2A11
24
17
ot2l1qr
5t143
39
io
#l
141761
filzel
16l
ixl16lBlrel
i:l;l
4l
9l
olsl4l3trlzlrlI
S?Izol8sl'8l
?ll
701
411
271?:J8l
l!l)71trl15l
fl,ol
13l,,J
sl
clol
IIIIIIIII
&
4i
zc.
oj oi'il,'il
ol olol ol
,il,,llilil0l olilililil0l olll,,fl
lltlttlltt
,il iol o0l 0
flfol ool o15 l 4l4l oo2 I0l 0l31 3lilitol ol31 3lsl 3lol ol
llil
lllltllllltltl
Envelope loss /gain
4 Infiltration
b) Room ventilation
lntemal gains : Occupants @ 2SO
#nces@ 18oo-Subtotal (tines 6 to 13)
7
Oo/o
-Y
l?
14
15
32485 11249 1626 605
5056
0
503
L
108 l1
0
37540
1750
3600
17103
1
0 250
1734 866
Less transfer
Redistribution
Subtotal
Duct loads
0o/o
0
0
n
37540
0
17103
c
't7103
980
Oo/o Oo/o
0
0
0
1734
0
0
0
0
866
0Total room load
Airrequired (cfm )37540
980 1734
45 866
50
&-fr^::.:rT:t3Fk-..lisht-Suite@Universa|7.1'o3RSUo6972'"-Fa u:\uocuments and settings \RoBERT HALL \My Documents \vvhightsofi HVAC \MAotsoN c cR zB3.rup calc = MJB 2o12-Apr-2g *;r;;\
Right-J@ WorksheetEntire House
KARTCHNER HOMES
834442 Phone:745-8469
Job: S1239
Date: APR|L2O,2Oil
By: ROBERTHALL
197 STOCKMAN BIVD , RIGBY . ID
1
3
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
BED 2
12.O 1t9.0 fi heat/cool
1.0 x 158.0 ff158.0 ft,
BED 1 WC LINEN
6.0 ft9.0 n heat/cool9.0 x 6.0 fi54.0 ft2
Area (ft,) | Lo"oor pefimeter (n) | (Btuh)-Gross lrutets I H""r lcoor
ry Construction
number U-value(Btuh/fi4"F)Or HTM
(Btuh/fl,)Area (fr 1or perimeter (fr )
Load
(Btuh)
Heat I Gross |
"pls
Heat Cool
0.065o065
9.0s3I 0.350
0.065
0.350
0.1065
0.065
0.350
0.350
o.oqi0.350
0.065
0.350
0.0651
0.065 j
0.093 |0.065 |o.gso Io.oos I0.350 |o.ooo I0.0s3 |3:i331
0.2211
0.295 |0.034 |o.ozzl
I'l
IIIIIIIII,l
I
olvv ltzF{sw. lW J12F{sw. lW | 15813o1ile6. I L----cletc
11lW l12F{swlLclorc
I W I rzrosw
I W I 12F{swlHl:n
I W I rsereowc-o| -161c
I W | 12Fosw
I L--c I orc
lW I 12F{sw
I w I tzrosw
lw I rsarooruc_o
I W | 12F{sw
I L-- | arnlw "liiio.*
lrel61c
I t-oltoo
lW | 15813&rc-6
lc I roe-+lao
I C I 168-5oad
lc I DftCeil
I F |'tgA-obsco
I F | 1gA-Sobsco
lr lxeaactltltltltltttltttltltl
I I i:8ll 3n | 4.641 o.
n | 25.901 11.ne | 4.811 0.T | '13?l Te | 4.81 | 0.e I zs.sol s7.e | 25.901 6.,: | ,3 361 ,?:lsel 4.81 | 0./se | 25.901 33.:s | 4.811 0.,s | +.erl o.rs | 4.741 0.(w | 4.811 o.tw I zs.go| sz.fw I t.arl 0.4w I zs.gol 37.ew I o.ool o.cw | 4.741 0.0. | 'i.Iil !.!:| 2??l #
I
roo| oo
tltltltltltltltlll
4713;l
5sl
471rsl471+71islt7l)sl 1(l9l
t4lt7l.tl
t7l
7l
cl;l5l
nlil2l
3lsl
ll
151 1
il
3lolof
0l3lEl3lol0l
olof
0l
ololql
3lof
3lrl
)l
sl 3itl;l
0l 0l31 3l0l ol0l 0l'31 X?11 6(0l 0litit3l slol olilll0l 0lll;lrl"il
lltllttltt
3l0l0lol0l3l
0l0lal,;l0l
3lol
3lol
3lol
0l
nlxl
0l
3l
llI
JIof
0l3l0l
3lof
3lololslil3l
nl
olrl
llt
,.!l !31 3ol o31 3ol ool oll,i3t 3l3l slil;l;lil;lil,sltl
|ltltllltl
ol
,!lol0l
il
ilolOI
ololitilol ,
0lolol
0lnlol4l
II
c) AED excursion
Envelope loss /gain 1
1074 599 u4124 Infiltration
b) Room ventitation (zo
013fntemalgains: Occupants @ 2SOAppliances @ .taoo 'l 250
c 0
0
14
15
Subtotal (lines 6to 13)
Less exlernal load
Less transfer
Redistibution
Subtotal
Duct loads Oo/o
1126 854 370 o
ooA
n
0
0
1126
0
854
0 ook ooa
0
0
0
370
0
0
0
06
0Total room loadAhrequired (c-fm )''''nl 854
4S 370
10 6
0
B-fr*-.,f'T1*9F"-Right-su|te@UniVersa|7.1'o3RSUo6972rus c:\Documents and settings \RoBERT HALL \My Documents \wightsofl HVAC \MADlsoN C CR 7B3.rup catc = MJ8 2}12-Apr-2g 1g:22:Qg
Page 2
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: 51239
Date: APR|L20,201t
By: ROBERTHALL
197 STOCKMANBLVD, RtGBy ,tO Ag4442 phone:745_8468
1
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
BASE BATH
5.0 ft9.0 fl heat/cool9.0 x S.0 ft45.0 ff2
BED 3
32.0 fi9.0 fi heat/cool
1.0 x 222.0 ft222.0 ft2TyConstructionnumberU-value(Btuh /fi1'F)o, I HTM
| (Btuh/ff1
I Heat I Coor
Area (n,) | Lo"oor perimeter (ft) I (Bruh)Area (fl 1or perimeter (fr)Load
(Btuh
N/P/SGross Heat Cool Gross N/P/S Heat Cool+.et I o.4.811 o.4.641 o.zs.so | 11.4.811 0.25.eol 26.4.e11 0.,4.81 | 0.,zs.so | 37.t2s.e0l 6.,
+.szl o.l25.90 | 37.14.81 | 0./25.901 33.'4.81 | o./4.81 | o./4.741 o.(4.81 | 0.4zs.so I s7.e4.81 | o.425.90l 37.6o ool o.o4.741 0.0r.os I o.s1.441 0.816.37 | s.22.??l l:t
1.631 0.0r
IIIIIl"IIIIIIII
I
n
n
n
n
ne
e
e
se
se
s
s
s
iil061
i?l
r5l
ill)5117l
i:l
t7l'.11
zl
ilsl
ll;l,l
3l
ll
ll
ol{l0l
3l0l
3lol
flol
3lol
il
31,ol
3lql
0loul
IIIIIIII
sl4513tol3tol0l
3l0l
3lolsloltl0l
tl;l
. lw lrzpos*. lW ltser3owc-e. I t-+lorc
11lW l12F{sw
lLclorc
I w I rzrosw
I W | 12F{sw
lf-clorcl'-Dl71A
I W I rsersowc.o
ll_Gl61cI W | 12F{sw
I L---olerc
lw | 12F{sw
I w I rzrosw
lW | 15813{wc-6
l W I l2F{sw
I t--c I orc
I W | 12Fosw
I l--G | 61C
I L_o I rroo
I w | 15813{wc-6
I c I roe<+ao
I C | 168-5oad
I C lDftceit
I F I rgn-ouscp
I F | lgA-3obsco
lr lznaactltltltltltltltltltltltltl
o gqs
0.093
0.350
0.065
0.350
0.065
0.065
0.350
0.350'3:333
0.065
Q.35o l0.065 I0.065 |3 333|o.oso I0.065 |o.sso I0.000 |0.093 |o.nzzl
0.020 |0.2211o.zss I0.034 |o,ozzl
III'l
IIIII,lI
ol,:l
0l
3lol
3l
olilol
3lol
il3lof
3lol
0lsl
tIIIIIII
12
22t
ol3lol
0l3l0l
3lol3lol0l
3l0l
3lol
3lol
3lrl
?l
,ii ,,!i'ilil
flilllilitilil'ilil,,il
3t 3l)l ol
ll 3ltl zzzltl|lllllttl,l
F:
41
59{
361
ol
flol
3lol
3lol
ilol
3l)lrlrlrlrlrltlI
.0
0
6
185
0
0
0
0
00
0
03l0l0l;l
ol3lol
8l3lol3l0l
IIIIIIIIIIIIIc) AEO excursion
't2
-49
O Infiltration
b) Room ventilation
287 2032 151
n 139
0
14
01aIntemal gains : Occupants @ 2SOAppliances la {Rnn 1 250
0
14'15
308 sl 217 1 415
Less transfer
Redistribution
Subtotal
Duct loads ook o6a
308
0
0
0
5
0 Oo/o 0o/(.
0
00
2171
0
0
0
0
415
0
Airrequired (cfm 308
8 2171 415
24
,e*:$/f,:gh!**ft"Right-Suite@UniVersa|7.1.03RSUo6972w c:\Documents and settings \RoBERr HnLL \My Documents \wightsofl HVAG \MADlsoN C cR 783.rup Calc = MJ8 2o12'Pq,r-2g 1g:22:Og
Page 3
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
Printout certified bv ACCA to meet all reouirements of Manual 8th Fd
Job: 51239
Date: APRlL20,2011
By: ROBERTHALL
197 STOCKMAN BLVD . RIGBY . lD 834442 Phone: 745-8468
1
?
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MECH/STOAGE
34.0 fi
9.0 ft heat/cool
19.0 x 19.0 fi361.0 ftz
FLEX ROOM
74.0 fr
9.0 ft heal/cool'l .0 x 735.0 fl
735.0 ft'
Ty Construction
numDer
U-value
(Btuh/ft'z-'F)
Or HTM
(Btuh /ft')
Area (ft1
or perimeter (ft )
Load
(Btuh)
Area (fr:)
or perimeter (ft )
Load
(Btuh)
Heal Cool Gross N/P/S Heat Cool Gross NiP/S Heat Cool
6
11
'L__*
WlG
WW}-GlD
WrG
WlG
WWt-G
WF----GL-D
c
F
F
F
12F{sw
12FOsw
isetgowc-o
6tc12F{sw
61C
12F{sw
12F{sw
61C71F'
15813OwG6
61Cri
12FOsw
6tc
12FOsw
12F{sw
15813{wc.6
12F{sw
61C
12F{sw
61C
11D0. .. :.'15813{wc-6
168-44ad
168-50ad
.DftCeil
19A-0bscp19A.:30bscp
214-28c
0.065
0.065
0.093
0.350
0.065
0.350
0.065
U.UbC
0.350
0.350
0.093
0.350
0.065
0.3500.065
0.065
0.093
0.065
0.350
0.0650.350
0.000
0.093
0.o220.020
.Q:221
U.ZVC
0.034
o.o22
n
n
n
n
ne
ne
e
se
se
I
s
s
w
4.81
4.811.u25.90
4.81
25.90
4,814.81
25.90
25.90
4.5225.90
4.81
25.90
4.81
4.81
4.74
4.81
25.90
4.81
25.90
0.00
4.74
1:63't.48
16.37
a.?a2.11'1.63
.0.47
o.47
0.0€
1 1.5€
0.47
26.15
o.47
o.47
J/.OC
6.47
0.05
37.65
o.47
33.24o.47
o.47
0.07
0.47
37.65
0,47
37.65
0.000.07
0.92
0.84
9.29
1.55
0.40
0.00
0
0
0
0
0
0
0aaq
0
0
0
0
0
171o
0
42
00
361
lliIIIIIIIIIIIII
. .l
0
0q
.:o
0
0
0
0
00
0
0
0
0
0
0
t?5
0
0
0
0
0'171
;
42
0
0
361IIIIIIIIIIIIIIIII
640
811
0
688
0
588
.0'11
0
390
0
0
0
27016
0
198n
n
0
0
198
0
0
0
0
0
TJJ
0
0
254
0
0
0
0
198
0
0
0
0
0198
/JC
0
0'0
0
0
0
0
0
0
0
173.
406
0
0
0
0o?o
o
0
.0q
0oqo
o
0o
0.0
104
0
0.0
i0
0
0
0
0
00
14
50n
0
0
0
0
13
0
0
0
0
0
13
0
0
0
0
0
0
o c) AED excursion -451 12
Envelope loss /gain 2727 JOO 4654 643
l2 a) Infiltration
b) Room ventilation
't47
0
321
0
32
0
'13 lntemal gains : Occupants @ 250
Appliances @ 1800
0
0
Subtotal (lines 6 to 13)2874 380 4975 675
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads oot ook
2874 38(
Oo/.o9l
0
0
0
4975
0
0
0
0
675
0
Total room load
Air required (cfm )
2874
75
'3?l 4975
130
675
?o
"*: 4* wFr€rlrt*ei*- Right -suite@ u niversal 7.1.03 RSU 06972'€(:h 6 lpo"uments and Settings \ROBERT HALL \My Documents \Wightsoft HVAC \MAD|SON C CR 783.rup Calc = MJ8
2O'12-Apt-23 19:22:03
Page 4
Right-.J@ WorksheetEntire House
KARTCHNER HOMES
Job: St2g9
Date: APRIL20,2O1l
By: ROBERTHALL
197 STOCKMAN BLVD , RtGBy , tD Ag4442 phone: 745_8468
1
2
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BED
30.0 fr9.0 ff hear/cool
16.0 x 14.0 fi224.0 fr,-Area (fr1 | to"Oor perimeter (ff) | (Btuh)
MASTER BATH
13.0 ft9.0 ft heat/cool
1.0 x 96.0 ft96.0 ff,TY I construction
I number U-value(Btuh /fi,rF)Or HTM
(Btuh /fl ,)Area
or perin
Gross
,,ft2)
reter (n)Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool
6
. lW lrzrosw
lW | 15B13owc-6
.I l+161C
61C '
11DO
15813O^/c-6
168-.t4ad
168-50adoftcait r '
1 9A-Obscp
19A-30bscp
214-28c
o.oosini ..r,i o3:3331 rl iul B0.3501 n; zs.sol fi0.0651 ne | +.srl o0.3501 ne 1 zs.sol 2633331:l i:Ell B3:3331:l 33:331 't:
3:3331 :l #'BAl .90.06s1 se | +.erl o.3:3331 Tl 1:3?l '3:
3:3331 :l iy,l B:;0.0651 wl e.arl 0..0.3501 wJ zs.sol 3T.l3:3331 Wl ,3.3Jl "li3:3331 Wl l:tr| Bl9.0221 _l t.ogl o.s3:27?l-l ,;:#l S:i333i1 .l2?"1 lio.o22l _l r.ool o.o
ttl||lttlttlttlttlttlttlttlttlttlttlttlttlttl
F
F
F
N/P/S CoolHeat
at
ol'31
olol,31*ol
ol0l0l
3lololol
0l3tololol'
zl 1
olofl
0lIIIIIIIl"'I
ol otuol uui
ol ool oiltol oflfl0l olflilfttl{.flI'lllllttll
tl ',ii
Jilflfl
flJ
flrl
//
!
0
EA
o
0
0
0
0
0
0
0
0lol
ol
0
0
0
0
00
0
0
0|10islol
:urston
)ss /gain i T--]--;Envelope
7052157118712
13
1204 Infittration
b) Room ventilation
Intemal oains :
468
U
4i(203
0 0
S0htdtd
Aooliances 500 0
0
14
15
Less extemal load
Less transferRedistribution
Subtotal
Duct loads
2626 '1734
908 140
ooft Oo/a
18
2644 1743
0 ooh ooa
042
vcu
0
0
021
161
0I Total room load
I Air required (cfrn )2644 1743
100 950
25 161o
&*^::.!T:3"*"Right-Suite@UniVersa|7.1-o3RSUo6972ments and settings \RoBERT HALL \Mv Documents \wightsoff HVAC \MADtsoN c cR 783.rup catc = MJB 2o12-Ap(-2g,n;13:o2
Right-.J@ WorksheetEntire House
KARTCHNER HOMES
Job: S1239
Date: APR|L20,201i
BY: ROBERTHALL
197 STOCKMANBLVD, RtGBy ,tD A94442 phone:745_9468
1
q
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER WIC
0ft9.0 ft heat/cool
1.0 x 67.0 ft67.0 n,
BED 4
28.0 ft9.0 fr heat/cool
1 .0 x 175.5 ft175.5 fl2
Ty Construction
numDer U-value(Btuh/ft,-'F)Or IHrnI| (Btuh/ft,) |
Area (fl,) | load Ior penmerer (fl) I (Btuh) |Hi
Area (fr 1or perimeter (ft )
Load
(Btuh)
Heat I Cool 9ro"" lrurers I u""t lcoor Gross I tnr*CoolHeat
I w | 12F{sw
I W | 12F{sw
I W I rset3{wc-o
I t--c I ercI W | l2Fosw
I L-clorc
I W | 12F{sw
I W | l2Fosw
I F-clorcI L-o lzrn
I W I rsarsowc-o
| -161c
I W | 12F{sw
l|----G161C
lw I rzrosw
W | 12FOswW | 15813{wc-6
W | 12FOswL-nlarn
w "liiFo'*
Hl61cLolttoo
w | 158j3{we6
c | 168-44ad
C | 168-50adc lottceitF I tsA-ouscoF | 19A-3obsa
F | 2'lA-28c
0.065 l
0,060 |0.0e3 |0.350 |0.065 |o.3so I0.065 |0.065 |o.3so I0.350 |0.093 l0.350 |0.065 |
0.350 |0.065 |0.065 |0.093 |0.065 |o.sso Io.oos I0.350 |o.ooo I0.0s3 |o.o22l0.020 |0.2211
0.2e5 |o.m4lo.o22l
IIIIIIIII
III
n
.ltn
n
ne
ne
se
se
s
s
s
i:sti slii si'i,ffl 'ffiI fl'13?l '3:1?l 3l4.81 | 0.471 oli3 331 '6 til 3l,t:#l .?331 3l4.81 | o.azl ol'l:3?| "3111 3l1,211 3iil gl'1 3?l 'l til 3l2s.9ol 37.651 olo.ool o.ool ol4.741 o.ozl oll:i3l 3 3il .?l16.321 s.2el ol21?l 3!31 3l1.63
| 0.001 rl
ttllllttltlltll|ll
ol
il
0lolol
0lol0lolol
0lolol
0lol
0lolslol
0lcltlllrl
)l
48(
641
26C
0
0
0
00
0n
0
0
o
0l0l0l
0l3lofrlllrl)l
llrl
///
51
rl oil 'l
rl o)l 0rl o)1, otl 0tl orl orl ' 3
t0
I ol
| 0llsl| :l| '41
| ,.il
| ;l
lsl II
I'l
IIIIoc) AED excursion
-E 300Envelope loss /gain 99 I 999 1497'12 I 4 Infiltration
I Ol Room ventilation 437
0
n
0 44
0131 Intematgains: Occupants @ 2SOApptiances @ 18OO 1
0
2436
250
0
ssl
14
1E
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads
1790
-9€
ooaOo/o
-5C
0
tt9ll'5| | 2449o%l ookl o
0
0
1757
0Total room load
Airrequired (c-fm )3l 2445
64
1797
103
*.4..-.wr.l|h***lR-Right-suite@UniVersa|7.1.o3RsUo6972ffR c:\Documents and settings \Rod'ERr r+LL rrr,|v o"""rents \wrightsoft HVAC \MADlsoN C CR 783.rup catc = MJ8 2012-Apr-231g:22:o3
Page 6
197 STOCKMAN BLVD , RIGBY. IO
Right-.J@ WorksheetEntire House
KARTCHNER HOMES
834442 Phone:745-9469
st239
APR|L20,201l
ROBERT HALL
Job:
Date:
By:
"&Twrltl}ttfeit'Right.Suite@Universa|7.1,o3RSUo6972@ c:\Documentsandsettings \RoBERTHnT-r- irr,lyoo"ur"nts \wrightsofiHvAc \MAD|SoNCCR 783.rup Calc =MJ8 2012-Apr-2g1g:22:o3
Page 7
1
3
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
BED 5.18.0 fr9.0 fi heal/cool1.0 x 101.5 ff151.5 fl2
MAIN BATH
0ft9.0 fi heai/cool
9.0 x 6.0 ff54.0 ff,
U-value
(Btuh/ft,rF)
v ConstruclionnumDer o, I HrM
| (Btuh/ffz)Area (n 1or penmeter (fl)Load
(Btuh)Area (fr 1or perimeter (fl )
Load(Btuh)
Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heal Coolo.oosi n i ..uri o3 3331 t l i",J,l 3o.3s0lnl zs.gol 110.0651 ne I l.erl o.0.3501 ne I zs.sol 26.33331:l i:3ll 30.3501 el zs.gol s7.0.3501 eJ zs.sol 6.33331:l ,3:361 "90.0651 se I a.arl 0.,3333l Tl 'i3?l '3::
0.0651 s | +.arl 0.,0.0931 s I t.tcl o.r0.0651 w | 4.81 | 0.,33331 #l ';.3?l 'll
0.3501 wl zs.gol 37.13:3331 ill lgll 3:[tiill ,l ,i,lil ff333i1 :l 21il lto.oz2l
|
1osl oo
ttl||lttl||lttl||lttlltl|ll
w I tzroswW | 12FOsw
W I tset3{wc.or_c I orcVy | l2Foswl-----clotc
W I tzrOsw
W | 12F4swF--c I orcL-D I Z1A
4r I rseroowc-o+l6ictf | 12FOswL-c I or c4/ | 12F{swv I rzrosw
v 115B13oilc,6
U | 12FOswI alarn
v -l iiio.,l--c I orcL-b I rrooV I 15B13Owe6;. I roa+4ao
| 168-50ad
lDftceil| 19A-0bscp
| 1gA-3obscp
l21N28cIIII
IIIIIIIII
l1
nl
0l3lit
0l0l
olol
0lsl;+lol
0lolBlol
3lolilolol0l
IIIIIIIIII
94
1
oI3lof0l3tol
0l
3lof0l
3lzoo Iol
0l
trSlu7l3tof,"TT
olof0l
IIIII
IIII
ol3l0l0l
0lol
0l
3lol0l
0lolol
flolrel
tlol
0ltlol
^lul'l
I
ililliitl!lilf
flflfll
flflflflilflTlTlI'llrrrlttt'lll
o c) AED excursion
Envelope loss /gain 309
41
't442 80124 lnfiltration
b) Room ventilation 281
f
za(0
0
0
013fntemal gains : Occupants @ 2SOAppliances @ 1BOO zau
0 0
14
15
Less exemal load
Less transfer
Redistribution
Subtotal
Duct loads
1812 1720 80 41
00h Oo/o
1812
U
0
01720
0 Oo/o Oo/l
0
0
0
80
0
0
0
0
41
0Total room load
Air requked (cfm )1812
47
rzzol
eel 80l2l 41
2
Right-.J@ WorksheetEntire House
KARTCHNER HOMES
Job: St239
Date: APR|L2O,2011
By: ROBERTHALL
197 STOCKMAN BLVD , RtcBy , tD 894442 phone: 745_846g
1
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area-_---r--_--
Ty I construction
I number
PANTRY
14.0 fi9.0 ff hear/cool6.0 x 8.0 fi48.0 fi'
Area (fl,) | Lo"oor perimeter fi) | (Btuh)
LAUNDRY
9.0 fl9.0 fl heat/cool
9.0 x 8.0 ff72.O fr2
U-value I Or(Btuh /ff,-"F) I HTM
(Btuh /ft 1 Area (ft:)
or perimeter (ft )
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool'47i oii;l iltA ilssltl
il ;liil 1l
111 0l
fltlflrl0l ol11llllll
3,
2(
slolol0l
:lolol0l
tl;lololr2l
3lolial ,0l3t
ol lal0l ,
3lcl
I
00l
0lnl
ilol0l
flolof
FI'31
oli0l
0tslol'tl
0l3t
olIIIIIIII
W I rzFosw
isisl rl f,ill s3:3331 'lll '::3?l 'l
iffll 5l ?,iil T3:3331:l i3331 't:
!:!iil :1,2331 "?u.ubol se | 4.811 0.3:333lTl'l:3?l'3
i:nl ;l 1:,1J1 i,:33331 wl ,t3?l 't,,
0.3501 w; zs.sol 37.13:3331 wl tell 3:t{:!::,1 ,l ,i,lil l;363i1 :l2??l;;o.o22l -; r.osl o.o
||lIl||lttllttIlIl
. lw I r2F{sw
I \/y | 15B13owc-6, | l-G|61c
llW l12F{swl'-----G161c
W | 12r{swF--c I orcL-o I zrn
15813{wqo
61C. l
W | 12FoswL-C I orCW | 12F{sw
W | l2F0sw
W | 15B13Owc6
W | 12F{swt--clorc
1zF0sw.
61C .
11D0
15813Owc-o
i6B44ad
168-50ad
Dftceil
19A-0bscp
19A-30bbcp
21A28c
T
F
I
ololflol
ol0l
flql0lTIol'31
3lolol0l
flIIIIIII
olol0lsl
nl;lol
0l0l
PI;lolol
9t;lol,;l
nl;lof2l0l3lIIIIl'IIl'I
39
10'
3lolol
0lfl
0l0ltlolol
;l;lol3l
nl;l
nl
2l)ltlrlI
;l;
ol o
fli31 3ol ol31 3lilil
il{lil.llilrl
tltltllltl Ir.. , II c,, Atru excurston
Envelope loss /gain
4 hflltration
b) Room ventilation
fntemalgains: Occupants @ 250Appliances @ 18OO
i1
I I13 1
677 87 456 87
(140
0 14
0
n
0
896 109
14
tc
Less extemal load
Less transferRedistribution
Subtotal
Ouct loads
oJ/101
Oo/o ooa
-896 -109
o%00i.
0
0
512
1148
0
0
62
163
0Total room load
Airrequired (ctm )ol0l 1148 | 1633ol e
Je.Y|*t#fIg|tatffi*rFR-Right-Suite@UniVersa|7.1.o3RSUo6972tuq.& c:\Documenls and settings \RoB-ERr HnLL rrr,|v i""irents \wightsoft HVAC \MADtsoN c cR 783.rup catc = MJ8 2o12-Apt-23";"tr$
Eig.ttt..p Worksheettrnnre House
KARTCHNER HOMES
Job: 51299
Date: ApRtL2o,2Ol1
By: ROBERTHALL
197 STOCKMAN BLVD , RtcBy , lD 894442 phone: 745_8468
***^:^:.:q::i:fi1_!'.qht-Suite@Universat7.t'o3RsUo6972- '? *- a u:\uocuments and settings \RoBERT HALL \My Documents \wightsoft HVAC \MADtsoN C CR 783.rup catc = MJ8 2o12-Apr-2grt
"tr"t;
1
J
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area-----T------
KITCHEN
77.6 ff9.0 ft heat/cool
1.0 x 817.0 fl8'17.0 ff,
DOnus
82.0 ft
x
9.0 n
17.0408.0 ft,
heat/cool
24.O ft
TY I construction
I number U-value(Btuh/fr,rF)Or HTM
(Btuh /ff 1
Area (ft 1 |or perimeter (fr) |
Load
(Btuh)Area tfl1reter (n)Load
(Btuh)
Heat Gross Heat CoolN/P/SI
n
n
ri
n
ne
e
e
e
se
se
s
s
s
Gross N/P/S Heat Cool
0,065'0.093 I'o.sso I0.065 |o.sso Io.oes I0.065 |o.sso Io.gso Io.ogs Io.3so I0.065 |0.350 |0.065 |o.oos Io.oss I0.065 |o.sso I0.065 |o.sso Io.ooo I0.093 |o.ozzl
0.020 |o.zzllo.zes I0.034 |o.ozzlIII,lIIIIII,lIII
lw litF;;;
I W | 15813{wc6
.l -161C11lW llzroswI L----clsrc
I w I rerosw
lhlifi*-
lW I rseroo"c-o
lL€161C
lW | 12Fosw
l._-G161C
lW | 12Fosw
lW I .t2F{sw
lW | 1s813{wc-6
It--.ll?5*-lklii5;.'I W I rser3€wc_e
I c I roe-+lao
I C | 168-5oad
I C lDflCeil
I F I r9n-ousco
I F | 19A-30bscp
Ir lz1^_2aclltltllllllltltllltl
4.81 I (
4.81 | (
4.ul (
zs.eol 114.811 czs.gol 264.81' o4.81 ' 0zs.sol s72s.9ol 6n.szl o25.901 37.4.81 | 0.
25.901 33.4.81 | o.q.ar I o.4.741 o.4.811 0.
zs.gol s7.q.at | 0.,25.e01 3t.l
0.001 o.l4.741 0.rr.ool o.!1.48 | 0. t16.37 | f .ia.zo | 1.!2.11|, o.4r. os I o.c
IIIIIIIIIIIIIIII
81
t.471
:3ll1'I
tiJ471
osl0sl :471
241
471
iilHIiol,71tzltllrel3l0l
IIIIIIII
1(
81
of0l0l,31
iflsslolof251
101
0l
)713t,{l
,l I'ol
ol7l0lsl0l1IIiIIIII
1
ot
,il,lljl ,;;ilof 1os2l3sl gool
ol olfl4fl.'ilol olol ol
4;:llllt!
4a
40
of
3t3lrsr Iol141
00127|'
0l3t
ro I';l
selolololr0l0l0l
0l{lslolIIIIIl'IIII
4C
40
.'3i
ol
ololol5310l0l
Il,31olol
13lrolol0l3t
$lolIIIIItII
.'31'''li"l
'il "il t
///
Envelope loss /gain
I -521 123
6584 2762
13
4 Infiltration
b) Room ventilation
5413 1608
1212
!
121
0 1280
0
't27
0fntemalgains: Occupants @ 2SOApptiances @ 18OO C
3600 0
0(rines 6 to 13)
00kl--+
7796
I Less extemal load
I Less transfer
I Redistibution14 | Subrorat
15 | Duct toads
I Total room load
I Airrequired (cfm )
6483 6693 1735
ooa
0
0
410
8206
0
c
60
6543
0 ooA Oo/.
00
6693
0
0
0
0
1735
0
8206
214 6543
375 6693
17F
1735
99
BASEMEh
Job #: St239
Performed by ROBERT HALL for:s239
KARTCHNER HOMES
197 STOCKMAN BLVD
RIGBY tD834442
Phone:745-A46A
Scale: 1 : 97
page 1
Right€uite@ Universal
7.1.03 RSLp6972
2012-Apr-23 19:23.47
C:\Documents and Settings \ROBER...
bounu
Job #: St239Performed by ROBERT HALL for :s239
KARTCHNER HOMES
197 STOCKMAN BLVD
RIGBY tD 834442
Phone: 745-9469
Scale: 1 ; 97
page 3
Right-Suite@ Universal
7.1.03 RSU06972
2012-Apt-23 19i23:47
C:\Documents and Settings \ROBER...
luct System Summary
Entire House
KARTCHNER HOMES
Job:
Date:
By:
s1239
APRtL20,2011
ROBERT HALL
197 STOCKMANBLVD, RtcBy ,tD gg4442 phone:745-8468
External static pressure
Pressure losses
Available static pressure
Supply / return available pressureLowest friction rate
Actual air flow
Total effective tength(t-El)
Heating
0.70 in H2O
0.36 in H2O
0.34 in H2O
0.2310.11 in H2O
0.059 ir/100ft
980 cfm
Cooling
0.70 in H2O
0.36 in H2O
0.34 in H2O
0.2310.11 in H2O
0.059 inl100ft
980 dm
BASE BATH
BED 1
BED 1 WC LINEN
BED 2
trEh r
BED 4
atrh a
FLEX ROOM
FLEX ROOM -A
KITCHEN
KITCHEN -A
KITCHEN -B
KITCHEN -C
LAUNDRY
MAIN BATH
MASTER BATH
MASTER BED
MECH/STOAGE
DOnus
bonus-A
h 308
c 866
h 370
c 854
h 415
c 1797
c 1720
h 2488
h 2488
c 1636
c 1636
c 1636
c 1636
h 1148
c41
h 950
c 1743
h 2874
h 867
h 3346
8
45
10
29
57
64
47
651
651ul
541
5413gl
zl
2516elI?I
871
0
50
0
49
24
103
99
19
19
94
94
94
94
o
2
9
100
22
50
50
0.130
0.086
0.067
0.115
0
0.085
0.110
0.'121
0.061
0.075
0.059
0.213
0.124
0.079
1.340
0.070
0.121
0.108
0
0.o77
6.0
6.0
6.0
6.0
0
6.0
6.0 i6.0 |
6.0 |601
601
6.0 |6.0 |331
6.0 |6.0 |6ol
.31
0x0
0x0
0x0
0x0
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
shMr
ShMt
ShMt
ShMtshMr
shMt
ShMt
ShMt
ShMt
20.0
36.0
27.O
23.0
0
39.0
23.0
24.0
58.0
53.0
61.0
17.0
19.0
37.0
7.0
21.0
34.0
20.0
0
54.0
155.0
230.0
315.0
175.0
0
230.0
185.0
165.0
315.0
250.0
325.0
90.0
165.0
250.0
10.0
305.0
155.0
190.0
0
240.0
st2A
st2
st1
stlA
stlA
stlB
st1
stlA
st2
st2B
st2
st2
st1
Bold litalic vatues have been manuatty ovenidden
{+ vr*rlg}rt*r*ft,
C:\Documents and Settings
Right -Suit@ U niversat 7.1.03 RSU 06972
2012-Apt-23 1S:22:07
page 1
\ROBERT HALL \My Documents \Wightsofi HVAC \MAD|SON C CR 783.rup Catc = MJ8
Peak AVF
Peak AVF
Peak AVF
Peak AVF
Peak AVF
Peak AVF
Peak AVF
408
202
54
34
10
375
144
612
486
211
78
22
651
365
8x 12
8x8
8x8
8x8
8x8
8x 12
8x8
ShtMetl
ShtMetl
ShtMetl
ShtMetl
ShtMetl
ShtMetl
ShtMetl
st1
stlA
st2A
st2B
st2
rb2
rb6
rb3
rb1
rM
rb7
rb9
rbS
rb8
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
4.6
6.6
5.3
5.2
6.9
0
0
0
0
14fr.25
14r..25
14fr.25
14A.25
14}]..25
14fr.25
14r.25
14r.25
14r.25
10€
10)€
10)€
100
10)€
10€
1o)€
10€
10)€
rA
16
tU
r2.
rt1
298
298
298
260
298
245
245
245
196
245
536
536
536
468
536
8x
8x
8x
8x
8x
{:- wrightsoft. Right -Suite@ U nivers at 7. 1.03 RSU 06972u:\uocuments and Settings \ROBERT HALL \My Documents \Wightsofi HVAC 2O12-Apr-29 19:22:07
page 2
\MADISONCCR 783.rup Catc =MJa
QUOTE
il
3715 Bombardier Ave.
fdaho Falls, tD BUO2
Office: (208) 523-669.1
Fax (208) 522-6459
Shelley
580 N. State
Shelley, tD 83274
Oftice: (208) 357-3468
Fax (208) 357-7466
T
KARTCHNER HOMES
uatewt25l12 paqe 1
BtD # 12-0406gg
JOB #
:,:"-^ Madison A St239r\ame
Model;
€subdiv:
C^.EOKET MASON MORGAN
6Y DATEgtD McM 04r25t12LAYOUT I IENG, BY I IREXBURG
,lD
Plant Location:
ldaho Falls
PROFILE LABEL QTY T/C PITCH
&C PITCH
7r5o--0.0.00
qPAN I CANTILEVER OVE NOTESAA1I
E/C LMI LEI RIGHT rT RIGHT sRows UNITPRICE TOTALPRICE23-04-08
2X1 2Xl 01-00-0 4ffiAlGE,|7.9.000.0.00 23-04-08
2X4 2X1 01-00-0 oA
A
41V 7.9.00
4.0.00 z3-04-08
2X1 2X1
01-00-0
z
M 8 7.9.004.0.00 r8-02-00
2X1 2X1 I oo-oo-o l1-00-0c 0
A3 I 7.9.000.0.00 t8-02-00
2X1 2X1 01-00-0)1-00-0(24riiiN44GE17.9.000.0.00 38-02-00
2X4 2Xl 01-00-0 7d5
A-
B1 IJ 8.0.000.0.00 23-01-00
2X8 2XA 01-00-0)1-00-0c 1
MlGD 1-2 8.0.000.0.00 1-00-00
2X1 01-00-0l1-00-0(0
"/N MlGE 1 8.0.000.0.00 1-00-00
2X4 2X1 01-10-009-01-0 01-00-0l1-00-00 0-@*..NlGD l-Z 7.9.000.0.00 14-05-00
2X4 2X6 )1-00-00 0.dx\NlGE 1 7.9.000.0.00 r4-05-00
2X4 2X1 01-00-0 l1-00-0(0
"rfl)'i.,.VlGE I 7.9.00
0.0.00 22-06-00
2X1 2X4 0ftems
QTY
12
ITEM TYPE DESCRIPTION
NOTES
2x6sPF 21sslDF7aG
UNITPRICE E-I6EHANGERS -HUS26 SIIVFSO_F
t
Roof Data output: c: \uiteksapphire\jobs\ 72-040588\ .'2_040588 . EFM
Linear ftems
Eaves Line
Gable Line
Ridge Line
Val1ey Line
Wa11plate
Batten
Areas
Roof Area
Counted ftems
Batten Nails r407
93|0"12
219 ' 11"g
IO7|2n5
9g'5"6
255'11"g
3225 | 2n 72
31 82.89
,r4
/_.Lj
i
OQQOSbib;.
-FnFtr3
$ *$# e=
B*8Es
@D{IFpPpE tzo
:.prEi'ooob5
ro
c,
c)
am
v,
Id
oa
FFF$H€a$ HloT
Ha';;H
5E--lr'iOOcit-rr<'ggH
66t
ENNNOXXX
xg99
sFEd
C JJJ
6flBss€
6,i€Edd *B= Eddff EpQ" d6de 6
?PP# FFE
I ll 1./I r-N'$gie E$"N-S; ??F
:.qN= NSNYY_ I xAO
t.td g8s=
SSs; e:':rs$] t .u+osF: ar- i-- i; A iliAFu " NSSEG t
fiSe 6
'i' 5r i
il65
3PPS€ d.il3-
A5
€€
IPJ{Si E"9aFtdF- >qie eBF
i.eFicls'9;F
i qR9l-c d= xleg.+F
H qVF
a:l'P5 9lP5; o; a
=E,@dYoOdF90q
t a*a.N s='q 4=
5 NEF+A
6. P'
P!
a:=.9
:<*t5Ij
5:
8-Fo _-.'g
o
6-
o
B
-q
g
6-q
o
o
=.a
5'
o
El
o
o
I
d6'
€
o
r
iio
!e9e
IPJ{
o"d:
dF >e eB
eFi*E-Y'l
qR9,q63i
o o J-
6 Y ):q
loir I
5 9lP:d ---q €*9oaY ooE6gP9
t a-
a.N qq 4=
F &e'F+A
6. P'
P!
a:=g
:<*t5Ij
5:
8-Fo _-.
9p
i.E
:i
5s
+s
66
\ggi+p) =6r lF.
I s5
, @3' oJ
gs' P;
*- !g;:6< )
€ +:+q i
+J:6 q!
NCP
@ai
EgJIYOY
rgoo
50
ooF3
R6
oi ;
ox i
d9.
NA6;iaXoAd
o?
5Eis
4--
r .I-.K
roo:>_io i;.o->e
ma
6o o
E €'J
I Er
o;
9;
OC
€5+q
+:69
N{
@ai
EsJIYOY
rgoo
50
ooF3
oo
R6
:F
ot
d9.
NA
iaXoAd
o?
5E
AN,
q*
z(t
T
t-lI?19,i+-l'
It'IIplF
iPoli
1-I
ltI
&lA-l-IITI
P]A
L€
=
N
F
5I€Xo-
$Fsag
Spee
8ES
Ei-E:'EFEo'B-fi9*
.t ^74
,l n'E ZIt 3i1*e.q
l=.aY
1t- g q'
I doq!
Yq;
m:9
-4 9pTo=Ao !!,rt+?',.: F
F =P(E ^lD+ "m--o3
o
NO
-..t 5i
;q
s
:-y66ts-
o>>E
f33q
F8tsd\
@@l+FpPpFt
2o
:. p:a 39oood-3
SdqFs'" @ge 6
aii rd d
ii;ijfiY!.i a 6-o
E=i:Bn9000
lo+rooc-t!3
99H66t
q€
fEa
ONNNN
;lxxXx
.iqHBq
-.tHFEEEnniY
9f;f;f;f;ri niNX
xit
Ta
a
d
Fm
c'I
-Ola
:<q>
Nii
5N
h5
gP
oo
i=
=>
9a
9::x
oii
FE;tb
E5'
o@
9;
-E<x;\,
;i.B
>@;;cuob"=€-1
91
T
aoE
ll
^C+r6u
riADii-
OY
93
_s=oi
ilo
ha
a8ff-
ES
m,D
l@
>=N€
iiq
6=
zo{ma
@:
o!
6'
:i
6-beo-ilo
!P6
ff-
dq
m,D
l@
>=N€
ii e.
6=
_8-
r
$
N
.as
'H
Fq
)dnO{o-)9.
iq
o.q
l>IP
oo
od
o
a'
ro
o
o
@m
o
C'
o
oa
3=t-€
E*dsr E.odq m!6 nlX qol
SE.FIi6.€ i
its -:r oA;t @ xi
i- r cr=+g
s="4 e'O O;,s9H
9FH
-A:
;t"=ii6=
5 {id'
F-=gq'
;<!H"cqOreE.9-iF
l<
iT
la
r€
,-9
o
,6-ao
'N
o
-q
o
o
o
lo
o
rlc{r19
Pl=t-€gs6 a;ffit=H,gIb Nd n3 r=o3
1<Y;^r == 6
r 5 =.+r
Io-d !.i @ oAi! 6 @ Xi'95 r::d F$ii *: -!9:, B e="-E i- o ot.+SQFd,9ts:89{i
-=[ fi
F-=
*8H"cqOde=.9-
3t
6a
o€
oo
FE
#e
fN
of
EF
gF
glE
6-d
E€
rEbo
T;DFI-
)E
to
lil
i:'
rp.igo
.€'
o-lt
iD
)6no
JSJOiQ"=I
=l;F.d;*
5Be
=.FEu.9 LP gD;: u.si
=x s)
:,'F i
€o :
Eo F;b :
96 s
+q *FF C
to
l5
iF
3
o
I
o
o
o
) '.-r=ir 15.I F:*i ni
r oi5' 05, oD
66'
5e io lti
U Fi
F5:=.=i=ittF. e.icFt63 -t6qE sg
$Fi
P*E
56R
:: E
F39B As.
;,:c
d^+R6e
-q?
r€:
aq#
*9.
*:
I-@ix
*r;N1>d->:>
t>i_o
:.=:<l+t;
-@o:>=o;.
o*>E
maa,6'oAEI (6l
{ 8i
8i
3t
Oc{=+s+s69
li-
@i;
=6E9
==.
!t9#B9.ooo
Oots3
*g
dx:
N=--qi:€:q =6
*9.
d6
q-@
ax
$sHN=>id ->F*
:>
$.=z<a',
rip-
oooo
o- o-
g-8tr=.
ld
5b !
rg!
3i
oi
do_
Fi
I
')
:
!(
i
i((
a
od
o
6-m
o
o
o
o
='D]
.oio!
olo(Jr
!lI
*;!
qtr
(6'E5o
o
o
z@
!
d66HNEE I
5!s
FBdB-fi9*
l<
I
F =PgEl
f,m-o
NOI s+
[@
Nq
s
ri
TI
/
,L
IIiI
rlF 5gir
Nao1on_5
:t I,(6filesgIEA.F
l=.@Y
l!-qoi-EP
<oi oo
rR 3ii"
_€ 5Ex6;:P g
:-;q
iP s>,i f
o
@@J+r9PpFtzo
!o!EObbbbS
g 6qdsv o'ggH
o a^tZ YY@6G
ro
o
@
I
@
ooa
6 FBdsd Be'dfl
66s'B39
?TTFri+Yx
!PiN!JSEE€tsNc>
9"iriI I!JOG+ lr:
gg3>xes=;3e-;
iiriw^{roYEXl !l --F$s3
e3$F
Y,' ro
${g* _at-o x5g-q
n6!r€
F
@
i{9-i
;55raF:>E, y3a
tids
. HO
.!*.q ii
-J:9PFo
AE+956a.TH@6odo!!rdaa+,r q
NE
Pl5itd:
6.f >e 38
6rA
FE'Y'
n,=.9::5 -i l
38ti
b Q g(
i el9:
iq@.is9;" xx:
I A-6.ts E
A6=
= {iE
o(,
om
:.q=.P=ng.+
:<+=E#
e. u,
gF
'I
o
6-@
N
-q
o
o
o
o
o
=.a
6'
o
F3
o
--
E-o=.
-tl-
#dg#
H6-66.tt f qa
6 P;.='
IP EE+,E F l4:
39; r,
HqSSlx9;3:9eEr:i s39 i? $,_; d;=:q.Fv
Ii; F E3E F :Jo's !:flE s
i,E: 6
;F5 I
;6n o
!.6-o- 6c
i€€ E' Eoiig3 +i-al E
l--P 9
iEP Ei-o= F'S = o'
dE' F
Eqi9EIo6XE :
!<
:q i
.ll <
vo ;>R:
Nfi
(ed :RP q
Ed
E
- {o
; J31 d'9l:iI q;
r o 5'
r OO
@ o.
x 9i9aiB::€ 5;
;e:
lla<
6E E
= =.>3d;
6"6r
o! D
dFF
SiR
3 K;
$de::-=
E =g
dcEo=gPA;
oo 6i$X Eoog5! <o+o
g il<
5>!I rlH
*d9
d-!t
^q5{.
>!E=2=+
fo
8dq*s
:EFU' O
F$ f,F-ioT
HN;;H
FFF ";IIIc_N. EAAs
=N N\TTT??+;dd-lAr aPPP
*raS oii;
5PF- Pffif;B+I=g *;- Y =X
.t'. ; -o IE !t <9.o ' F*
5+ N;
oEX!!o
+,i@d
J
!x-+ri
$Fs;g
-Yyy
mIr
<!
Nhm@
NOlir=t
o
s{ff
x ji:=
--J-
L!v-
-iuir:-
FEdgEl!>'93*
P +P6
e*(dE
B*BH s
'nantE':339go.E
=.@ Y!-qe
ol
<-o
.r;-,
in ,':5
6P
oog-+
rF irt9
-Zs -
€
lE'
d
I
s
n3
I
I?leilf.
l4
Itr+N
"lr I-ls €IXlo
tr-.lJr N
Ei=,
ti
<)it--
rao'
<:
5I
==
>N
P fNB ir
"ZEiox
I
I
I
-- rZs . .. -
qf F 8dEl-o ii -{!=
ig 0'ggH
s 65t
T 00
I 5poproE .:xlxx> saN55x !1;vv
.-j=Y@6
NA'.'PP
xddiiAdP--qdIf;f;
-6 hrPo i'iul
i' '1
m
5 F8dts As- Ee'dff i06(D 63de 6
...i FFei*q,P :itr#raq Fii:!=y]: nw'ii*FFF EEs
L'. \/ n^iIiEq eUs
itqA' @ ?ssE= { i
_i6Eq^9 _N ?FAOX - Nt-e3 3,e
dIllI - !eq 6 t,- Li'
bqgs SSFN3 Sm-@ F E ,j,
il-'-o @ITTX a
Rq, I* =
ix:g ?-orFg 6
ii.a5!I NTY\r"Oig€il
6is
T-
il.8xA{+
6O:s
ARlt ''
3Sn
6b
H
F escl9lgcE a!!9Jscc' ;.d i'i =.=-=-
fi f$Bft$
G a gE PHii*F= 6 {:e $'qtecFa :-9 H,qlEgH E dE -i 6'o XO o J-ai* $sg
sE'3$q=s3;39&3i igt8833{tqFE qH;
5 E6 *7:gs ags€dB ==3 g'
l!l* ii msFFii
Qo;: oF=d9qs$i+F9g:s"4o.l -< -
HE;fF
i'E gd=
s'=q g Foxp a-6'aE.,E' I
3qil i
ooF qae3 BRE5 .d
iY-o a5s=* 3n a5 =
€pe;6e!s 5
H.Fg. !>,::
=;'6-
+RO!6:
i'd 8.
8dBi!>
E5E
-
3
o
o-
o
d
o
f
it
= =P,x. El= o{f,m-o
N
NOr -e+r@
;o
s
@@+lFgPp Ptzo
rorBFbbbbS
gd5dg-aruo
dg ii6
65a S)Eq H 6loT
N<--f5Ba;t
$Fsag
5ooo
bJ b' b,o50
5+66SF+iiF
-^AA--yyitBE=
=-5!e
e* i6q=
H*5$s
oo
o
N
n
l@
la
olo
lo
ooo
o
o
d='
NC
6c
ri
I
i
+l+-]-
ITl
.l'
,i,?A
NIE
1I
qo
-ll -
Y
<EloE\'\
=
I
osiE:
]EII
IIii
@c
t<
l-+@
l@
ot.+*lE =_I Xitou4:
iH* iv FolI N'€6JI Z-
IHT-
F<
A6N*N-
Y=.-6U=l
NOS=l
!E@>iai
b-oilldlOEI
-Ytil
c6l>N
vYte Y-l
F Nrl R8l6 -io
-t N-l
oooo
SgEbl
!-!5e
$ *#i* e=
N- NO-3F38-(
F6 fr qds
IR'99Ha d6t
T oo
I SpopsF f,xFxx
; <ANAA# Noxos- =IoTa
Pal88.qRTTsoEiri.
Ydlfifi
d€ fid
om
5 q999qe= =R;x AH rgsisFt H;ifi fi* ;'6.dt->9 6dul 6E ; A$:ffis 33e 6
r gaeqg* s#fE EgF5 iSaggg ses5 +F;
flEg$df ;He; ppg
H5*i*g .r=i9$ 33f
€.==Xp': djli'=68f;39 -sfl$= J 3g3:$pf ;Saf; ; E8E 3: {3 i;":; o -5d9s+99 -.i*Y6 - @
5f.9 $":; .e4I9 d4I.t=iie *etrg AAgAFi€ rHsa g
dF+1S'} .il+-693sid1 g+[8 =SEaEe E$$; ipiil5.; ":NSe ;gAE 3F (iqs
9+3e,s HxIsE;Fi i$*:33F9 di, d;9a-o9 Q earffFA d irE:6. {e lP
H*d 'P 5'LY@ * dRge ; d
E.Q d O
* Y< N;=g :fef iY -O =d+R -=
a a6 6-
IrPS a5A= e>,==
a^a€-
I
5
oe
6
o
d
t
b
Fg5#g
efi i*;qafi H
|9-<--PSBbaE
SSn;g
5ooob;s
5966HEiiS+ P
F =P,x. EbF ot
-o
N
FBdEiti-lr>'$g H
,ci P9 di$
ccd
=.@ Y
€qN)
dN
<-o
i; !,
On
^i
N
6-'
@@{lFooooo
HFtsFE2o
\o10HbbbbS
5Etr899='9gH
0-6 ,o
SNNNFXXx
x999
o@dd;:3 38#TTT
=ooogmmm
$o-
6 ;8dB *B- Eddff i66(/' 63de A
mEE< FFAt+AD x x 6'rr f,ii x c-N'io,"t.o 99sqss: f$wSqq= ags
lLbF. iE"Eir 2oo-' )isQr{I IP =-do
!dN '
Eq$= i =;s.sfi F s
i*frH -e Yail t' ?5q$g e8"$$F F+eix q
Si:l{ q
JON=
Pd s*s.ir -oNarc-r9dr,h5H*$;-v9q:F5iI-*-o
€+-9g J'. ]i
;-E HrEF
$
+!l>E
)o
{d)9.
.<.
6-
t?:o
oo
)
d
6'
dlEo'6';
6'F >q.vt 9,:
X o {;OFAJ
Fq-Y':
+*9i
E 6.8;o !p +:
b I y(
r:ts9
f v+--
<E-T:
i sPF"FFT
I A-e.N qq q:
; iiF
-l@
aR'
8;
P!
=5=.9
oxl--:<+€
5:
6l
'9
o
6-o
B
-q
o=o
o
o
o
E
o
8.
;
3
o
o-
l
g-
@
or
i!
il,6';
q.-o; 9
?;o,90 i
Hl(
+oc
i 919
5E-a
isP" =;<Olr3Ss+P
6-FlPn
=5=.9
oxl--:<+€
5:
6l
'9
o
6-o
N
-q
o=o
o
o
o
:.
o
o
@
o"
d.o
a
c
c!
J!Ji
=::
t
r oo
; i!s 6'9o -i.> EFfr EJ
@ ai3at
E _6 n'
I En
:5
d- r
EFId< j
: *i+q i
+gi6 q!
li+!
qs
5'6E9
oo
o!
oo8f
:ad*R6
sil
.!9'
Isa
d;
;8
5@s*
g-@
O-
BS
Q@
za
!l
8dq#s
:oFUr O
f;Bi36qafl H
T
N<--PSEbaE
$Fsag
59ee
ooa
5+f6HFAifF
L!--
f;8ds-fi**
-YyyadEi=
?w6-ZLZr9
$ *6$ e=
5* BHs
| -v@
1(6'={;+e o.E
=.4 Yo-g(D
d9gir
!\,
i;a
0-
-Yo
o-='
= sP,i5 Nb
=ri-o
d
NQr s+r@
;q
s
ri=//
ll
=-
6<l
B
roof
<>>9
-F
o +-5
FBSb
E+roocJT36^E++moo/
*q>iOF
-o a-qz;U'
D
il
B>'$i{ii
AO
YN
€8
6d89F6-o@
o!l
='
P
_q
6 td8d Edff
6o4=vg
..i+?*t, .,., oN69sNnNF
o=
o+Io$:!o,$=
oo
ilg!t-Ss
mP+-uiltotl., X
*-;N€
,(-5x@
d=
a-
N
_8
I
s!
3
N
ztl
o
v.uri
r€g
; AH
rPB;KRriii5.
ad
E5
.!*'46
{t9P
5P
-l.J 5
6a.TY
@6od0!!t: aiaa199
riaNA
E-=lF==a aefra
d d-t nl
@ NO:3 x3835: _e
rFgila @ x
; e3.{'ii3*ieIlB s.4t
i = o @ii.99,o!' XtT!E; $:6g!
s {ii
.{r !+g
om_x !<'
H-aOO
ob€F--x
x<=€
64,
o€
oo
FE
Rg
9R6=€F
gF
qe
8d
Fo
{E
-.v o
ax
=dEd
tro
qtl
lP :'
)o>J
rF*=fi
laERiEoI.: = d9
i8x3l3 =:iF FirG \ ='s fi=t
q €.;.1=3 q!
6=6r
F gFi
=YA'" go
aBRE. e.s.d o5o NoRi,+1=3d F=.
a\:-=H
f _ _.r
r 6 3.i=gj13 q!
d=6r3.9 e, !3 $fi9+J
o--
:s-i
_cd'F
od_xt
H-cOO
ob€F-x
j+
o-'
o€
oo
FE
Rg
6=€F
gF
qe
Fo
{E
-.v o
ax
=dEd
qtl!D :'
o
o
o
z
@
!
o
o
D
@
o
N
?or
o{
z6'
=.s
lgl
TY
rA;3)=ro
rO
i6.o
,d
=
o
o
o
o
t=i
, =.dr li.
| @i5
(E6'
P;:ii
d5i
3€'OO;= 5l+9ir:!o:a(
9C ?63 i
E se
no!
d_:;gTP Fpx6
9.6 A
o! x
::: E
F39* a=.
gP t
Q'4 Ed,=<
d*+
S5E
E =E
d. g b,'
*9.
NA
9>NOg;
dP
o_
6>gP
R>5<
o>dzz*
=>
T-".->
{J6'
o
(E'
Joe
5l
Piiil
o,J(
O(3;
i5!
li.
6g
=?
Jtloe
5(E
oo
ooFs
oo
:ad*Fg
".=
*9.
NA
9>NOg;
i>
D';>
1>
3>;<
D>tz;*6!";>
:>-@
F
l.t
x
o
o
l!.
t!
!t
l
€il
E
ro
o
6
I
@
o
oa
<I
=< @NNNg g > Aixxx.;^AAA
--*s v{---
=iE .;YYVe>9P.i 9dddE€-r UHHH-trf .:iii
dXe NFiEi;i
XFT
q rx
^ rO
I Ti59.,1
oR
Eg.
c
-o
;a
J-
7
F
.B
;
Ir
d66HAJ+= T
5e!
F8d*-*fi *
x
o
-
-
q
€tl
-o
--
-=
7
F
_o
-E
i,
x
o
E
N
TtlN
-o
;1 I'5'filePg
lscH
=.@ Yl!-qodo
<a
Ite''
Xote
LJO
;or=3
t>=.
IFzt
b
F =P,E Fb
*nipO
d
lio
-t =i
N;o
s
@cD{+rpPp 8tzo
r o.u 8?aoob:i
gd5fr$
:9FUi O
f;s iB- 6qafl H
Ha;; H
,ttlil
o
.x-'
ooSo389\=
a-ipg
e*ii+E
E*BHs
@FJ+T8888 I-,-,o zo
rorEFbbbbS
SFsag
bbb'o6a
5N@NNdXNXX
NaN@@:9IH9=ao aa
EBag'
b,f;
n
g
o{ozo
<=
il
$.ll
N@Frl
l.
N
N
6
N
q
io
=.
;
N
{9
6 F8o'8= @-{!EuB 0,99f,
6oto44--vvY
o.ri F2<69 :es$s *
€F.d* ;--TAF =iiPJ b
i*;i I
QRe= li
:*^ln ;igF;:
o Yo o+T3e
A AOise:q3
^ mn
Q;tedti- :=F N{ir :'E. T;: A5
E !r=
m:i2S
: 'i'
-@ ti
!@^q
o{
Sw
{B
i
tl\
NR
?J=s=6 ) 6? =:l!liH>qt "i; 2A
:9r "t =) -'f o
i6 RY';9'JF)*9;
';XJHi5:q' o-i6i qP5
:1{ E919 5.od e'!--Y
'9.odiP'9 Fxi.xlO r' Xf A:'; is 0"
x6== -+;.
=.{iF
9FP!
9ss.*=F
DHf,--^=g+=EX
;g
I
o
6-
oJ
-q
o
o
o
=-
e
"+
F3
o
-.i!
i!
g-
o=.
-I
o-l!P. g
>*
ad
D-
toDOao
if
:6-
iq:)6.
I6.r
io
leJioi.E:,=)
ra (
r d'r.t I
'A a
'e-
:o ii6-;
=5s.R=F
DHf,--:<+€E]
-a
;g
'o
o
6-
oJ
-q
o
o
o
=-
o
o
,OA
r@oia q.
dE
"8oq
Rsrao
GE,oe,bo
El
ia,
o (r'
!l-vlori
3-d';3 Pij".
ii;
!@
o-J
DO
t.s
,-
60':A
i!
fo.J
iP,
! o.
_o -
3- -:
.oo
o-o
o
o
o
q
83
-
@{o
>Jl
oa<
OA'Y
aal:e?3.i
*a -,8g $:
=:ti (
-= aaFp d IHii qi
6-d= g
dH€i
.s =.ii
^lTg
to Y3 aifioJ
5,6 :YP6dts8
FTE
6 Fd
+= E
3 dP
o oiq 46'6,2:
qoqY3q
ic q
4 9.'
l$6'
3s
o?
9Ei'i ll
R i.i
z@
r-l
5 @+-E 99='9gH
66t
roD
o
am
at
U'o
oa
Fq5#tr
fif,i;iiqaH $
H-xltE<irGo-6
=€ F66 HAAd+F-iJF
L!--
8dB{T>ooQ--zooG)
F 5P,x. F>
Fni
AO
N
F
NO- xz-i =i
;o
s
o==(DN
@
-{=x
3
r
X
+lE
Fld
"l"ilt
NN
IIt-9?
1'I
*' rl$ e#lrr
1-I
oi--lo
lII
fi^-lF i
06 i--lN 'Ar .
5
lna
il di$
lsg
I qc,'
d6,tstu<-p
Lo
?8
oQ
oo
6ht
N
E
mn
.lE
iti9Pf
ftitiIiI1-?P
1'-16
iF l\6+:)" *Sr=lN
"e lF1
ola96J^
N
:lF N'-o x
lx
+13 C
ElF =gts d
rNNz
T-a.N'NI.Ji
o!
o(
.ov
oqR@Nmq
I X-d NI, z.*e :o
^^AAYYYY3389=
x-iiE
,X.YIssB5g4
B*ESs
@--1r
JT=9eH66t
@NNNxx
N@@
xo0
otnaoaa
i;xo
3 =H^iA 4. 5i uinx *i trU'0,99f, I 6
66@ 63de 6
o.ri FFA FYL+lo xx@ Y,^
f,i''ir crN Na!an:,o eq-e x9
$-=5: #*; ig
$:"3F EFX gF
?i?d 33F lP
$Epl r-; ns
st9E;-- -vo - r!P[3e!ii'6-+< A- 'l\:=-s gs ds +bSB- t
T qn: 6aT6 eiBg =N:€ ?P 6d r-
-s .i,C
B S]-- A,l
mX+R
€,"
otlJ$tu-3a{
Q_n
3i ia-
.F
7
i
a hqN >Y
al Er-c'EF-iJts
dBT>^Ol2oG,
5g+
1ils
rogi lotI.Y Q.
loP
:E 9
:a^
*d5f
N9
365
m
o
+
-f,rio
@6 Yo
H R*n;
*-; a H.
;83c
-oX Pfr
zE -@l-
d
= =Pd; 8b+ri
6O
o
NO
-.i :<i
;o
s
c)nc'0(,EE;FEdg =a6x-'Y dqafl H
T
92--o
nuooo
EFsaA
stnit@NO
oo65A: .:Ei5ilts-
F Ptr6ngai9
$*$$*-
E*BHs
5@+rE9s5'ggH
o-6 t
NNN
XXX
TTT
9**
too@aa
oomm
umDo{ozu,
rN'
ll
il
l?
N-
l.:
]-
o
no
@
o
:<p
'T
il
l=
c)
i$s!; F;3fi
r j f 5 AAt/,i+F[ Ede
i55F oqo< t9d* i,d6q :'d F'= .,a'io E:$FF $FgF E
;yil +?d J.rF+ *e; v
iiF 3B+ S:€: -orohi F;3e i&399x' !r :ooo9 R d
dF; B E
FT dFbtoa"+x
_= ge"' fiFi?t=
o
6
"s-.0L6o
o
s-
-=o\#>
g qo
.13 Bo h rm+E 5aoEi6-oaQ S
B 9eb Hap?
6l
,A _OEP
Io
ad
do
ol!
6
:F
i6;U
IJ
6'o
.-€...
xlAI
:i
etO(
?f
5:
o!iro
)r9 t9
:si >ia==to i( v;59#
lg .s
rd R
oo
@x
< =lo <:
o!
o x;I ;i
9. :!
x p.;
= i6c
= o;
;ii
fP+
i6'
o
d
T
o
d
o
=o-
amg
i
a
8
o
6'
o
o
oo
d
o
6'
o
6
o
o
D
T
F
6-
=oa
o
l-j€Si6=s
b'E >q3i;Qd3 *i'iH
=.sPqus;Fq F9;agE#i $Es31s fl+91955 0d QlE -TY
rJSti99_q
n I x.f,
;eNq-x d =
i-=ii oi5t5E
:n_ fiaP'
lo'
;gF9!
=.93n9.+:<+€qx
?u'
F?o=.'9
o
olo.-r
rl
o;
8:
EI
a.
g;
x=6@8B-. o
t:
xq:zr
r!q:a'
gd
oo
af=.<
o6
lF+ii1;::
Et;a
JAt(/)!Q gq !,=.9e R
6'= :
=a i5 |
a9 6lf*4- i::e;
lo o::€ 5ld+si
c)+g!F i5 9c.qBi:
e63 -d56r19 gE
:dg:.s q',E 6
qSTPR
,= pFd6'E;3
<JO6
*\,4=Itr9: s A=.
i;.+€9pI 3
3 B6Eq fq=
i -s o,
rE -E
,aE: '.
tPA i
rooie5 ioo
.44 i
'9]i -i
[s!
gP d
f;.H:
AE
t'8 .q
YA
l
o
a
ol
ll
lldialNloi-:
i.
FI
oc
lr3
aP
o='U
<J
As
@
ng-
va
t'$
it
=
O,a
o
o
DI
=:
:
v
g
€o
a
oo
o
6-
o
o
o
NA
o
3oI:
f(=i@;
-:i
i!
N!
6a
5=
af
o
I
N
o
e
o
I
N
X
T
T=
$
it
=
od
o
o
D
=.
-3
o
I:
I
:
;
:
E
o
o
I
o
e
o
I
N
X
T
o
3
=+f6s44,++ T8dB{T>
HHB
n@
ES
gE
gs,
da
<-o
;!'
o=
6
o='@
t =F€ Et+tri@o@
d
NO'' S*
ilo
Ns
Ed5$$:srFUt O
flg ii6qAE H
T
NN9z-- 6
$Fsag
Sooo
^5v>
Ro5>filffi+Q6
ti 5I;iP g
9-9
J,9 d
I
NN
Jr
tl
NN
?
3
i.
3
6o
g
I
I
I
I
3;gfi
=
Yfi=:
zB
N
Nzo.i
filX.z.
H;Ki:
6i
l->i
H;PEitfx
F*
tA
JNr3
.N
6
FBdts * 6-Ee-dff E 3
AA(,)=X5de ;q
rsr# FfFF trIr[; g€+u Fs$ai frg$s c-croX -PPS N
ii: o55e Xi' i'x Jooo
ri_n, I- 3 Is;I {ti = I$3c.qi p -ETRAXiEd,3-Ubg!r iY Y-A6rSii
S g ET Ese,SSi'eg qEt
Ttr5bsax19=rfi!*i=Yf;=r'NJ6
gI
=6
I
='
i6
zo{mo
ic
l^f
>E:i3
nq
{d
i::<'
o
ror5
o
o
6
o
=
PrE
=6 6
E BA
Ni5:{r
=Y;:!E= 5;
frR.*E
d F$i€; N:3 q"4€
5 o @a+s9FifriI
Hreq
Y;=
c-
omr ta'
f"aqo6'e€E-
:<=€
o-'
JO9F8a99
NE
iiE
?d.f,N
ls
iF
:o
@.;.
o
E=
o
-i!
dd
l9P +
==6'" yo
3E BF*3
EP8
x<xo F{
{:rEq:
=oc3ss
F e'i
ilt i
O--
c-q-
omr ta'
f"aqo6'e€E-
:<=€
o-'
JO9F8ag9
ME
Fg
ffN
€F
XiEgFo5
ryP
8,A
dq
otao
oi
-." o
99
9f
;,it
!tE*g
+R
olgb
!c)>
ro
-ii
-o
dN
=
N
6-
o;E.l
F';H;
Dq
to
ia
ia
'D
.Giol
AI'(
:
6
i
I((a((
0:
co
o-
r
oq.
o
.it
oi
ol
16-i
o
o
za
!
:!+
:6
oc
+v
z6
t?'io
i6io,:
'd
,f'=.
o
o
o
o
@@-
JZ:
TSE
; {E
rxf
i6R
_<. E
:€ g
i5o.c -
oo
6
oo
a
o:
8!
oa^l
=.:
R:
qg
.=.?-o
=i5E
n:
og
E: .
o
o
;.,t!
x
N
_d
IIN1
;
N{
r @o
E+:
o ::;; EE
a al
D 6'E-- oo^ o-
I -6{
i g,B
r 5.R
HA
:Yo
gg
+=
JO
=i
Bi=:
q'!
E.:*4
F=
6A
0dd,=
N:
ed
c9.
Nra
o- i-
;8ae
BQR$
9_o
S ,l!:1
>:_z !,1(,$
:
roD
o
amo
@
o
Da
€
@N
x
r
€
=I.I.=E
.: ,1.:=FSqEq
N- No-EFtEdq
qF FEdE::g i!..'|T=Ig 0'ggH
s o-6t
T 99
9 SNNNE- --xxx
d NaoAF 1999P-694aE I= OOF ->*99N 3#.-:ix 9lbrb)5 .'mmm
c
dd
f+ssfi F ;3H $iSiF 00" 0t>+A *I-- 7i^q:; qog @
ifSs .,'ooi SSC:qda io+bg ::3.:difi +,i tlbs E$e8ER EE69: ?}?Bdi lRSN> t:RirsF€ iB.:IP- Ef;S=i.],d Y hi.' t-,:.i+'
i.x2 ii i)iP I4soIi+ A Hg;;'r so-: g ;j= !l =':.tsd E i=x . e
;;F "3.lQll E af rg B i'?u 3 ;
?39 !EIC-R5o; S Sse g
3 a' H ^Sg ;' P Xi --ro 6a brNg eo- I ir g-9 ='6 ,i! tt'r: ;
Egeq S! aN@ g"I iNgr +N5
I' To
di
6E
d6Ni
+;
@
$
FI
@g
N
-o
t
@
"Bfr
I
6-H
39=tgF
O^ai5
dd
8R;E
^o
i6P.NaX
;il
t-liE i
i5i
rFl
;c5 >'89-:
OAiHdFx
: H. @-'E'E
oo
oi5
*k<=o<
9Do!o!
i 8i
@. XrB _=;
: i;(? ;I
rd.
o
d:Jo
D
=o
o
=o-
o
@m
a
o
o
a
o
o
oo
d
o
dg
d
o
o
6'
o
;
6-
5o3.
@
iEtrE
) itinO
te-
:<'<o
to
rela
.o:o
do6
d
f
o
6
]J€:61
oF>
I Fhi
:.FR
I *9<lx-t,x.9DE.i
i *Yi
:ia!
iFN:ioi;t
r9Plrolrii3 5;iq+i!'q .q:
5Hg
aP'
o _'
omf*
P!
€.P
g.+
:<+€eI
si'I
o
oo
N
.q
o
o
o
D
=,
;
o
;
3
o
-
i!
do=.
r
z6
8R
5 U.
Zo'
i9l6 0i
;9:
rJi
,J!
rE i
io0
ias
o _'::g
€.P
9.4
:<+€
F?
'o
o
oo
N
.q
o
o
D
=,
o
o
i6-PLo=-'
Ei;a
J AJop I
9q R,EF:
#;gTH P]
sSejXH€;
io o::{ =;E+9i
o+g !; o 9(
-E* H 3;
9,63 i
3=6s19 s!tR ig c
F qE;
!|lerPF= PX6D= U.; :
JO! -<roHrF95
*v:af!Fs.9
isg;
l9;a€i d:3
IB6E
LP lE
rd96'aE:
d;iedgg
OT
5>
ol io@ iFF:ari
d. I ;
65
{t
@1
6-'J9a''(,)q
3b
oa
Jd
6 lD^Tg,oa
oo
il='
3H i19r
Fi6 rt{:
L=i
) +i
T6 Se- 8:ogg
i=EiE Ftf I!
i==
r9p'ng
:!P o
rqB.oa8l
6,2
R6
s=
/!9'
ooiedoo
OT
5>8 .lt1@3Flmf,l
1{
9F
a
OJ
i5/o€6,qi
=;'5 -l
'! @l;Bl
I +.
I Ei
i Q:
I Y',!
!=
"oE
@o
6A
AE
*!5ts
oo
EP
z'Y
t_G
€B
8i'
Eg
Nq
ON,
39ON
tr3.
,i q't
9Ai.No!-9;
NNJ-l r
Jd.
Fli
d ct)
6'
Nd,
N
oo
3
o
E
Nx
T
jJ9
i;
r=
r$
o''{
o
d
o
o
5'
o
o
=.
--3
o
o
OT=F
9t o-
o
o
or
o!
ar
its
g!
alt:
EE
6'l
o
o
o
do
o-o
g
o
N
s
tN
o
3
a
i
o
oa.
a
q.o
o
J
o
6'
o
o
d
c
5d66HEA5+ F
L!v-
RBdil=
3o*gJT>^^O
HH6
4.4E3
irt d=il
qs
;a
;a
d-'a
F =P
,i5 Nb= ";-o3
NE1 S€33
s
D
o
o
3
@@+l-pPpst
zo*orBFbbbbS
ont-0v,EflIFT
df, la63;6 Eqq il 6loTI -.'.'!
II1IIIli
fl,i, !
1ii:liT-)
5ihf!
6
=
Jr
x s*>
; E*=:si=liisFXE !i;>=>ti6-iF re3SEgF-s q
E-9^ !! q
qr f,r 'ii
dFdf>r!rmdJilF
E^=
@d
TEitlaitoor
@A
=il
@z
L
@A
6
e_t6
N
z-
0a
?9t6;zE
€N=
Nu,
F:N:;e
=!!-:-T<
ixJA
i=<):
:5
5i,T€
iPl=:N
t3
io
hc
lq
a
of
lo
/
@@l+rpPpF t=o
{o!EAbbbbS
o!a-!oFg+fi-x
iTx -=
flff=d6R+ii Eqe B 3ao
Ha;;H
$Fsag
i ^^^-YYY
8R8
+6fHNAET
{= L'c!s
388=
->-f++q
SB-E S
NOg+
@
qP^jtr
It!3s99PU,66'
NNNxxx
TIT
9ddb.PPdii
oomm
=!Fxx floniSo -d
G:6: <<<F 999>x ^F-=
^ =E o x9' r =*9.
i =EId
P= 8gF;' 4-AOi o r"Ao r oav
> 8i
$FFtjt FgN Ui:
o +l
o aw: J9-
3 r-<
; ;r
9€e:frifNl=:x- ba)
ri ll
^g--oo
z
N=-o
L{is
e
=sld+!t>E3EnO{A)9-
:<'jo
oo.Q
ro
to
o
d
o
6'
oo
DS
tiD-'
4E-
l6.J
!t
)d:,gj
FJ
\o
ixiac
6s
d@sEqa
2.N!
{51i8 i
!!l'z6
oc
f *i=X
+96oLB
to
i?io
i6
iq,:
:ii
o
I
o
o
o
o
) --i'-
' *Jfl| =.ci
F6'ni3
oo
foiI R'i=-i
o;d
E5:< +!
rt!+Jq6 9-cNi-c
9c i
5dq
I gO
q,E- ;'-P R'IYX!Po=
F=9
PXii
E'd Pd,= <
{-EH3q
r€:E =E;ots
49.
NA
P@N-_
i<
lx
izr.1
:-@2irt,!i--
o'a>*-v6.
>E
a@
h6
r €lt a;- =:^.:
OC{:+!
+<
N.
==':6o_9
oo
ooFi
f;rHBr
Q -i
49.
N-_
a<
gx
Q^
:edz;rl
>JZPgL
-@
ro
o
6mo
a
I
o
)I +€
Ed-E FBE,g.QoE I'l
NO f i
X qo1
<x;:!E 5.5;
5 o--Tt98.r;a b:!a
d =$s{; -r9:B 9"4€5 o Ed+ SPF*arE
gIJq
:< {iFr' 9,EY;:
gF
E.c,AO6-e€i-
:<it
o-'
6i
a6'oo
FE
fg
fN
of
384r-rd
ilE
I'E
7,E
io
t!,o
o
.3
E
-
fto
g-o
o-.]l
roao
P9!+iFEFia E Rie-. c.F..: oYiat NdroXq
-+ <:
iN=.
,b 5 --:'s E-E .
Fl q,i
I Yf r;t+q {;+d3 q-!
f:9s=-=+!d *ai9+J
itd
5-{
O-
gF
E.c,AO6-e€i-
:<it
6a
6i
a6'oo
FE
fg
FN
of
a9.?d
xiE
q'E
Eq
oiiOE
gf
-.v d
86dtr
,eh
!r.p-F'B
gR
oI
(d6
Eo
q
zo
T
EdslT>9e999"-
=
@
.l 4a,l@ =ildii
leE
169gc)
lo9
<o
o:'
6
g
<!shma
"€
o-
I
;s
gdqd$
3pFE 6dB raEe:H g
Ed fl g
10p
iB;at
5 :J-9{relr{9cZ ! , ^FJFFigas€5F;fi rd53SI r{gsg*fl J es '$5*
f €Fs{sEg F FFq= i:i5 gEFiiFs g {gs$ Beq
$E-,"EiF,R { eri,B FgdRE$$q g* F g-€N[ F:Tdfiif,[f g' ;65s nn
+f-SaEq; I sF-qE$$+gB sFr rgflgd gip e or I
*=se +'g g EE i
iEi :il E- 99c*EF gF :€i ;;tg IF- fr ip I
^f;J { X P: IsEE; E3:; IFgE: it= IF59 s 3""dg$+ au 5:g r9gg -4 P-1 l
3d: < 8i Igda i :EiFr ! $5 t=5ilF 5 Ql ti*-E: e ;E IF.*E$6;
d;9iefrlslBpB--l
$p.dr53 s I
6zPs< I la9 g r
HB E P^igr
tE ,= YYs,ec F 88*:lr*43
ox
i : E<t,39 ;uE ff,gg/;i ,-a;lfrF ra i*lx=i li
B ,-; ='E P
" ,FrtFa= IS rEx r8 r*'i Ir lg15 Io I fiH l' /g-ie II dlr6 IIql lt31 tF
ldlI O lr
iqtt:.1 lldl l-r16l l;
I Xl /N1+l lF
l9l II El iat l
ta II Ol I
ollot
lol
i _l I
) -t )oI Ol ltolol llal I/ ot /
I ol
I {l I
Lrl
IIIiI-l-T]FIII
IIIIIII-l_
oo=-1" =
l@]N@
-lq15,l9P
iNs
$Fr;g
5ppp
$8S
+66HA5F F
ce!
cSS=
x' ,.9
ts*q=
* HEs
F =Pgtsif,m-o
6
6
NOr sB
No
s
-dl
Development Receipt Number:t2+24$
tD. 83440
(208) 359-3022
PirIit
t*Tt:
liii ilt- F;t;{fUF;[
FY; tiAri.T[Hil[F: H0i{tsrt4i:[/it
i0;41;ll4
lifi ,r[4it],/[HTft
F:Iif-If'T i'l8 ; iiii-1t3j
)irii " i-]il
5u11. ilti
U. UU
RiF i.ifi:1tt6
: IilILIIING FiIii{IT IIEFilsIT 5fifi.OII jqtr ,.
[0&x.,.'1. ,,
Deposit
:'' ,r.r
$s00.00
rr.,
$0.00[Ht{]ti 'l}iiluzut
FATiiEI,IT
CHriNfii
i:,rF:i'tIT # it fifiifiil
THAt'lti Yilrj At{Ir HArlt i1 i,tI[i tA.i
Total:$500.00
:
r., li,f-'.,*
$500.00
$ 500.00
CITY CIF !'d!:XffiUmG