HomeMy WebLinkAboutALL DOCS - 12-00283 - 2323 W 960 S - SFRCif Y Cli
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,:tn rc t ica\ l: a nri b' Co it1t1 ttl lt i I f
Certificate of Occupancy
City of Rexburg
Department of Community Development
35 N. 1st E' / Rexburg, lD. 83440
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and OccuPancY:
Type of Construction:
Design OccuPant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00283
lnternational Building Code
2323W 960 S
Single Family Residential
Type V, non-rated
N/A
No
2009
Contractor:
Special Conditions:
Kartchner Homes
Occupancy:Residential - 2 units or less, permanent in nature
This Certificate, issued pursuant to the requirements of Secfion 109 of the lnternational Building
Code, certifies that, at ih" ti*" of issuance, this building or that portion of the building that was
inspected on the date tisted was found to be in compliance with the requirements of the code for
the group and division of occupancy and the use for which the proposed occupancy was
classified.
Date G.O. lssued:
G.O lssued by:
There shall be no further change in the existing occupancy classification of the building nor shall any structural.changes'
modifications or additions be made to the building or any portion thereof until the Building official has reviewed and
approved said future changes.
Plumbing lnspector:Fire Inspector= fu /A
Electrical InsPector:P&Z Administrator
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Am ei cn! FamiIY Comnun itY
RESIDENTIAL BUILDING
giN r" E, REXBURG,ID 83440
PERMIT APPLICATION
Pl. " seC "-pl.tlle Fl113 .ltt lication !
lcaDu v v'ri' rv v- -.-'f
ro in NA fot
^non
app)icable
If the question does not aPl
fficrPHoNE#
Cell( )
PHONE #: Home ( )-------: *;
ova{ER MAILING ADq rs 14? - V?ta,,i t<l.f1Clr 11+ f, f,it^'r' Cnyl
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*) , ,.t ttP^tY this aPPlication)
(Applicant if other *",, "*l*
.*.*"ri, *,ft ffi^pp'tant to act as agent fot ownet must a(
/-T'rv'
@erthanTl:L
CITY:
APPLICANT INFORMATION: ADDRESS FA)(
STATE: ZIP
Work( ) Cell( )
PHONE #: Home (
HlifiT:-:," ;:gLYili6,-o;;."l; )r.,, i;'t,' ct'n - - - v1prDu;gro REGISTRATION # & E)(P'
r ^ rrr * rrv I'
FA]1'-=/iL:AS"rrrrrrrv rwvr
ffi;tnitproPe'.Y?
Did you recently purcha" thi' p'opt'ty@'Yes (If yes' list previous owne/s name)
tr ,Jr " "t
-Cigr' YES @Iease bring copy of new legal description of properry)
: #:*:TT-?Y"*:f$'y#"Ti{fi'ifid#ji'i':*u""H'*llnff'##i"'.*t! regulations aod
aopl-ication and state that tne.$irorl'"Yl :;-:;^-;.it €.' the ciw of Rexburg shall be tfuthrur -1',""::: :^-^":;-" -^^. ih" rbov.-m.t tioned propertypi-,,i,'e andzotrngc.***o" or the citv t"""'o?"' t'-irw 3inii'u5*#"HflT'3ttf;:':[ *fj:j:tTfi*itl*!
ilH'[t'r#5-#.T.qs#^ffi!i{j+T+i$:*T,1..,"$h:##r*:ffiilH*T:*il';ffi*"*'#';::::T:H11""''".*il'.^,*ir-ygrs.'tt.tra-{rp'.'i'1'P.1::::j:::::":11s0davs. / t-1 |.-
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ercia1,Addrtion'Etc')
:ffiil-#i&'JrTfi:;tffi;'ff;;*stopsro'l180davs - L, E tlz
DATE
K^o - BUTLDTNG pERMrr yyfl :-? "El:3-?il""9""JtJ;Y"TlHH{is'"n""'"Ylf "'Tm:*?;.iJ;#rTf ."rg"',Ttrpf, i$iff iff::?},:11#grfi ;ffi *'/ ut"i t";,$'"lffiHt"*"il1"i111i[i;;l;" review ree does not 'on'titute plan approvar
**Bu'dins permit r... ul!Lr".-* l-'. or "ppri.;J;;';;;tni'g
'..*it#;;i;lf';t"' "htck dots not clear#
Itt r, .
o
CITY OP
RBXBURG(\, _
Ar rctlnt't laullY Co uw ui tY
35 N, I'r 8,, Rexbu<g, Id 83{40
O\)ilNER'S NAMB Pertnir#
PROPERW ADDRESS
r"* drf ) 5'31 - /3 o.a E^^
(coMMrRcrAtlryp3.qg:::::::::::P"ino;:,,f,,",:,:,:ffi,,tr;:^;:ii;;;i)*'u;ru^*,(COMMERCIALIINDUSTRHL) Totat cost or prun'-n
""i;r'i,ilit, Wir,,,pbro'tia,t atlihaabttrytnilatlarhu'r
h",:h,:i;;;:; ii,,*i,r' nnata :.s:y!:o!iho7ory np7fiiryit'fiotcu titutt rtudo t
i'i'1'a'ai3;'::'{;:'.{!{' on tbiltow)' (lctst cosc or qvsrem ,. o,o2:,u9 ::; Up to $1oP0o3 ;'3#:1";fi,uoo, - *roo,ooo r@i:flll., f:l irl
o Ovct $100,001
t%xo.o'os)+$1,160=$
( Gotd cost of system - t
iE glefltct
Sevet & lYatct
tr $18 Scrvcr Linc n$38 lwetct Linc o$65 Scnvcr & vetct- if inspcctcd at thc samc timc
B $65 Scrver *'i^'ou"a t"'l* housc (chengc from scptic ro city)
MISCELI^AI{EOUS
tr Plan Chccl<: $65 Pcr hour
o TechnlcalServlcer$65Perhour
, o Ges Llnel $65
tr WatctHcarer RePfacernerrtl $65
RESIDENIIAL . .- r,L *r-r^h,.-t6n ,Anatnrctcd ot c\ch ptopcrty, (*Beeed on llulogcPnce'
7lg11r;slnglcFemlll,Du,clllng,tncludtngallbutldlngsn'llhvittngl:chgconettuclcdoneachptopcrqr'(*BeeedonIIuIogtp
l,cc dcfrnltloa bclorU) .. bt^^ A 1,501 to 2,500 sq ft - $195
f, Up co 1,500 sq fr - $130 -^ D ;:;0i ;" +,soo sq fr - $125
a 2,E01 co 3,500 sq fr - $260
D over d500 sq ri grzs plus g6-5. for eech ntlditi'onal 1p00 sq et""'il"i"" ii**e iSlzs + $65 x # of addidonal
1.000 sg. ft'orPonip-n thcrcat))' , .
N" *, -tt{, tffiy D v e III ng ( c o n n e c t oru o nly)
6 DuPlcxAPnnmcnt$260
B Thrcc orrnoremulti-family uofus: $1g0 pcr buildingplus g65 pcrrrnit: ($130x Lcf hu4dioga) + ($65 s # of 'nits)
o Extettng Rcetdencc, ai{ DgSfca,, tl*f#d"t*'"iro'n"t?*i; * *-o* ma'dmum of the correapondins
" ;;;; *. uo,ra-e (s6s + (Elo " # "r f*turt')
o GiavWater SYsterne: $1110
; i*rilr sptrnU"rs/Bsckflow Devtcel $65
tr Modtrler, fu",,"roJtl"i tt r'r"t'ft" Homee: $65 for scrvet end rvatcr stub connccdons
o M*rtrp'rpose Frre sprlnkler end Dome"a"'&^", suppry sy"t";r d;; f* or g4 pct sprinklcr hcad, rvhichancr
Building SotetY DeP-grtPenl- clty ol Rexburg
tr Rcqucctcd InePcctlonl $65
o Hydtodc Hu^*ogt $65 + ($10 x # of mrnifolda/zones) h m,w rc.a'onablv bc rrtilizcd for slccping, ceting, coolt'
+aiying Splcc - ,p*" ,"tjil;;i:,ii!, .",i, irr,."dcd 6or human habitqtion rvhich may rcaronably b-c .utilild for slccping' ceting' cooking'
bathlng, rvaehing, r."...oon, uni'u-i.itio^ p*pt*'' i" J"t[i'itta i*tt"t"t is co""idtttd pari of rhc living epacc'
Required!!!
fi66nssnurnbct&Conuscrcr
Building SofetY DePortment
35 N. 1* E., Rexbutg, Id 83440 ^^ . , t n /^^o\2(o ,^"t""t
of Rexbutg
PROPERTYADDRESS 2 t At - u) -'Lo\ ^
suBDrvISioN 5 .^ J-,',.f {; u i4 - ^-- ,
Permit#
pHASE, ror q BLocK--J----
clTY Ol:
BE4BJeq
An erica's.Fdttill C.omntut ri(Y
Requircd!!!Mechanical
Mechanical Contractor's Name
Cell.Phoneffi)Phone (
F^*( ) E'o TK t'( at
(coMMERcrAtlT{D.gsrRrAL) r"^1-':,.:.:-:l p,::,::,f:,:t;,i';f,,:";;:;;:"iffi}fi'"}r;; r,-,r,*(COMMER9TI/,t "UDr[ur-u,
rrJr'rLUprvrHt*4v+"-irrii*niufiongpethatl4pplltoanlandallnuhanical
(ncludes the cost of materiak ;nsytk( nSmlless of tle PaU 3QPbtW
it' The feet lisnd un
'irir"tti;trt ,", $ec;ficat!' nentioned elreuherc on thisform)+60=$; np ,o siopoo ttUsssreirystrls x 0'04 + 60 = $
D Between $10,001- $100,000 ( (total cost of system - 10-090) x 0'01)+$260=$
tr Over $100,001 f[*i.*, "r$*n.
- roo.oob) x 0'005) + $1,160 = $/ ft^t"l "^st of svste
RESIDENTIAL
New: single Family Dwelling, iacluding aII buildings with wiring being constructed on each prcpetty' (*Based on liuing space'
see definition below)
D UP to 1,500 sq ft - $130
-8 z,Sot to 3,500 sq ft - $260
{ D Ovet 4,500 sq ft $325 Plus $65
tr 1,501 to 2,500 sq ft - $195
tr 3,501 to 4,500 sq tt-fi325
for each additional 1,000 sq ft' or portion thereof
1-gatil l$05 x # olrdditional t,boo tq' ft' or portiott thereo0)'
New: Multi- Family Dwelting (Co ntractors OnIy)
: il*:*trtrJi"*, units: g130 pet building ptus !!s l-er unit ($r.a! x # -of brd-dings) + ($65 x #f!'nits)
tr Existing Residence, Modulat, Manufactuted oiivlobil' "'t"::*^i"'::T.t3ri:'J$t
tfiplus $10 per
:;#lT ilJfi;;tir.g i"rt"u.a _,,p .: l. of the coresponding sq' ft' of the building
f$65 + f$tO x # of fixnues))
MISCELLANEOUS
tr Plan Check $65 Per horu
n Technical Sewice: $65 Per hour
D Gas Line: $65
tr Water lleatet RePlacemenu $65
tr Requested InsPection: $65
n Fireplace/Solid Fuel Buming Appliance: $65 per inspection
*Living space - space witbin-a a.welgs ]ilt intend d for human habitation which may.teasotrably b5 utilized for sleeping' eating' cookiag'
bathing, wash ing, tectegfSyt)and sooitation p*po'"'i ; :lt-:^T"tl::::ent
is coniidered part of the living space'
t, solar, watet heater, etc'
License number'& ExP' date
of Licensed Conttactot
CITY OF
BEXBJEg
Aneri il3 Fb, nilY CcntButlill35 N. 1't E., Rexburg, Id 83440
ii'"'^- ijb;l ess-;ozo / Hotline - Q0s)372-2344 / F,"r - Q08)35e'3022
OWNERS NAME
PROPERTY ADDRESS
PHASE,
-LOT---3-BLOCK---J-Prr,r-r1e^f Pou,vev-SUBDIVISION
Permit# lL NLg3
City of Rexburg
Requited!!!ELECTRICAL *J .
n l\rt ll ,-re',inessName fuutx{l (ttd*''
Electrical Contractor's Name RipL<s**___1b.__z ip_5 fr*t{ *
CellPhone @f)
Phone (
F^"@,fi
(coMMERcIAtlINDrrsrRIAL) r:j11-":,*"'.i il:i:):::Y;;i#;;:i:;;;:i,f,)if#;;;r, *r,
ff:,m::;y*:#,:,:,'";,##1,,;:;;:;;;;; ;;;; ^;;;;;;in ii'i,, rype,ha, app! ti ary and att etecticat tu$attationt
not slecifically nentioned eheahm on thi:Jom)''*" *"":"*"i;;to $10-000 (toal cost of system x 0'02) + 60 = $! Up to $10P00: ;#H;r,"oor- $too,ooo iGffi**- tq"lq9lx 0'01) * $299 --l.- n ^n(\ -L f1 1/(ni h"ii .*, JG,"- - too.qobli-9^09s) + {t'taf = |tr ovet $100r00r ( (total cost oi system- ruu'vuu/j-Y^"Y' ' *"'"," .^Ii--,^I"i. , c chz''s( '
smalr vorks (contractors oNL\): $to r.ilGE[t o...aini$zoO in-cost and not involving a change rn
service connections. Does NOT require inspection'
RESIDENTIAL
New: single Family Dwelling, including all buildings with wiing being coastructed on each ptopetty' (*Based on liuing space'
see defrttition below) _- cL o,4 2n tr 1,501 to 2,500 sq ft - $195
tr UP to 1,500 sq ft - $130
tr 2,50! to3,500 sq ft - $260 , , ^^^ --
o 3'501 to 4'500 sq ft - $325
tr over 4,500 sq ft g325 plus g65 for each additional 1,000 sq ri ot po*io" theteof t$azs + ($65 x # of additionai
1.000 sq. ft. or portion thereoO)'-
New: Muhi-Family Dwelling (Contractors OnIy)
: il*:lffiT;TJ-?1h, ** g130 pe, tdFqtl": Tis-g" d1
: Effi[rufl]:;:1il"ffi;']'"'J"il#d;?1;i;ii'*':r,I:"1,?-',ffiHi?f*";Tlff.x':'ol$*'
bnttchcircuit, tp i;tht maximum "f th" J;;p"lqg tt' nr"Ll:l**9rffi,
" L'ffi1rT.'IJdt-iffiilHtr-"J il"r ffi.;'^ffi"p;l;;? ;;* residentiat tr lrvAc pennit with no additionar
\fiti.g
n SptsiHot Tubs, and SwimmingPools: $65 fee for each ttiF to inspect
Pumps-Vait, Itigation, Sewage (each mlt1t)
c $65 up to 25HP
" r$95 -26 to 200HP n$130 over 200 HP
MrscElffi:r?#looroo"rion services oNLy: 200 ampor less, one location (for a period not to exceed 1 yeat) - $65
I Tempotary Amusement $65 fee plus $10 per lide' concession ot generator
nltigationMachine:$65forcenterpivotplus$l0pertowetofdrivemotor
n Technical Sewice: $65 Pet hour
tr Plan Check. $65 Perhour
il Requested InsPection: $65.r,,,'! rr":':;""::T,ff:'.ffi* *,intendld'::i:::yl'*T:Ilil.::'Jn:Tl?"Hf#jlil:'":n"*' eating' cookin*'
;',ilil3,'#ff;;;:::.#:);":1'#T#;;;-ii""nxi'aa"'?'"H::;-;::;'"e riving "u' (" *t2 *tZ
License numbet & exP.
35N l"tE
Rexburg,|D83440
g,,., ilOin g Sofety Depirtment
CitY of Rexburg
Phone: 208.372.2326
Fox:208.359.3022www.rexburg.org
SUBCONTRACTOR LIST
C c n qrg-t-s 2t-c18Bc
-,.. {.:nle A 527't'}tt
5c i.l p *ur-e-5 *o rre ci - 5 318
/),,..-,,,1\ R..{ inq gtl
"Jtt
c' cEc5
Roolirz: ' ' -' '- "- '
Cctcd.ctlls -fn 5 u^ | c- ti o Jal-'t1 5Ec
a* O";\ tL{ '"7 g5: 3'A5
u^"b i"t j,7 D _ g e
Special Construcuon
(Manufacturer or SuPPlier)
Roof rrusse ", F ranlLl; n {r ws s 35 I - t'4 €'G
Ftoor/ceilingloirt"' Bn" C tJe-s't 35b- ci 91A
Siding/Extenorram' ftLL 5ec^9on1- "7a'1 - 595Q
,< ) l- ciGLA
Painting: Devine- 0e-5'j:ifl ?41- -tt"t"^
Floot' o"++tts'n's s'f?"I
Coveflngs: t-
4r.rls c..rc- t-/x3 L)'l u
Heating: /'?hll> r-;t--
L^ I r ri I - ^ J"!i- 8553
Elecuical: ifctnict'*d' Liecf'-'c- "- --
zunlg sofetY DeP3rt1ent I' CitY of Rexburg
Phone:208'372.2326
Fox:208.359.3022
Remodeling yout Building/Irome (need totar consr'r:ctions estirnate, excluding fte' electrical' plumbing'
and Mechanical valuations) $
OT
REXBURG
An v fi ca's H u nilY Co m' I a fi idY
35N l"tE
Rexburg,|D83440 www.rexburg.org
Residential
SURFACE SQUARE FOOTAGE:(Shall include the extetiot wall measutemerits of the building)
FirstFloor lluru 14 3to Y.nfinishedBasement
u'^ I i 71
Second floor/loft ^"u -Fi^shed basemetrt atea
Thkd floot/loft ^rr 3"t* 1,Y
#JjiTif1"'- a^fl't / o "r' (3 0" ab ove grade) Area
SURFACE SQUARE FOOTAGE:(Shall include the exteriot wall measutemeflts of the buildiflg)
New Construction sq' tt'
Commetcial Remodel sq' ft'
Commercial Addition sq' ft'
Utility, Misc' Private Garage sq' tt'
ManagetUnit sq' ft'
cllY 0r
REXI}URGL\r -. --
.4)n1, k;11 lssit Lln)|{'Ii'it)'
P.O Box 280
35 North 1st East
Rexburg, ldaho 83440
Phone (208) 359-3020
Fax (208) 359-3022
Review Action
June 19,2012
Permit Number: 12 00283
Project Name: 2323 West 960 South - SFR
Proiect Type: Single Family Residential
Review ltem Actions Required for Approval Approved
Briiidru-Pi$$# tfnsnt'Rdvffi-l'"'i''i"il'i i'
compties with approved site Plan Review side yard mY:t F 6 inches min per foot of
building height' Center house on lot'
Smoke Det' must be 20'from cooking
appliance.
Floor slab on REScheck does not apply to this
nouse and no foundation wall insulation was
included.
Exiting Review
lnterior Environment
Energy Conservation Compliance Review
Height and Area Review
Structural Review
Mechanical Review
Parcel#'s RPRSMRTIOlOO9O
0611912012
0611912012
0611912012
0611912012
0611912012
0611912012
0611912012
o|1Y ol:
RE,XI]URC
i1$, ..-- -
dlf i! i*l! IidPiit L'jlilui'ili Review Action
P.O Box 280
35 North 1st East
Rexburg, ldaho 83440
Phone (208) 359-3020
Fax (208) 359-3022
June 19, 2012
Permit Number: 12 00283
Project Name: 2323 West 960 South - SFR
Proiect Type: Single Family Residential
;ffi"Y'ffiffi d site pran Review side yard mgqt le 6 inches min per foot of
^r^. ].rn'oa nn lnluurrrPrrer v'rr" s''-'v'v
building height' center house on lot'
Exiting Review
lnterior Environment Smoke Det' must be 20'from cooking
appliance.
E n ersy con servation c o m pr i an ce Revi ew [ffJ"':*n ?"t;"J::l*ffi 'Hiffi rJ I f"tf ''
included.
Height and Area Review
Structural Review
Mechanical Review
Parcel#'s RPRSMRFIOIOO9O
Approved
0611912012
0611912012
0611912012
0611912012
0611912012
0611912012
0611912012
n 0a283
2323 West 960 South - SFR
Office CoPY
Structural Calculations
Kartchner Homes
Raleigh
12 June20l2
For:
Plan #:
From:
Location: Summerfield Subd, Block 1 Lot 9
Rexburg,Idaho
York Engineering Inc.
2329 W. SPring Hollow Road
Morgan, Utah 84050 (S01) 876-3501
Design Criteria IRC 2009:
RoofLoad;
Live Load (PSF) 40
Dead Load (PSF) 15
Floor Load;
Live Load (PSF)
Dead Load (PSF)
40
10
Seismic ZonezDI
Wt"d Speed: 90 mph (110 mph 3 second gust) F'xposure C or
100 mph (l20mph 3 second gust) Exposure B
Material Properties & Assumptions
C"t"t.t" PSI (fO, ZSOO 1f*'d'),2500 (slabs)' 4000 (susp' slabs)
Concrete Reinforcement: ASTM A615 Grade 60
Site Conditions, l.y t stable granular based, 2000 PSF Bearing Capacity, Granular Based
Backfill (KH:35 pcf,KP=225), Slope not to exceed 20%, 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 una *itttin th-" pug"t of this document' These structural
calculations u* Uur.d on condition, und urr,.r*ptions UJteA above' If the conditions listed herein
are not met or are different it shall ue uro.rtrtt to ttre attention of the engineer. Roof Truss and
beam system to be engineered by the t-tdfi;; This engineering assumes that the building site is
dry and stable, a high"water tabG o, uduor. soils such as plastic clays' fills etc' could cause
future flooding, ,"tU.-"rr,, site instability, or other adverse conditions' Verification of and
liability for the .oil t"*irrg pressure, site staUitity, and all other site conditions' including site
engineering u, ,rquir"a, is the responsibility of otirers. These calculations and engineering are
for the new buildinf ,i*"t"." on$ and do not provide an1-gleineering analysis of or
liability/wananty fJr the non-strutturd ;;it;, of the Uuitaing' or the site itself' William York
is the structural engineer only and does not assume the role of;Registered Design Professional"
on this project. The purpose of these calculations and engineering is to help reduce structural
damage and loss of dfe due to seismic activity and/or high-wind conditions' The contractor shall
verify all conditions, dimensions and structural details oith. drawing' Multiple use of these
calculations is not Permitted'
All exterior walls shall be sheathed with7116" APA rated structural wood panel' Block all
horizontal edges |'/2" nominal or wider. Sheathing shall extend continuous from floor to top
plate and be nailed at least 4,, o.c. atong sitt plate.-Nails shall be placed not less thanr/2" 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 construclion:
l. Contractor to verify all dimensions, spans, & conditions and notiff engineer of any elrors'
omissions, or discrepancies prior to construction'
2. Use simpson 43 j 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: #4bats continuous for all footings
Z: # 4bars each side of opening"Ez# 4 bars top & bottom extend 36" beyond opening
8. Use /2" x l0" J bolts 36" O'C' all foundation walls
9.If discrepancies are found, the more stringent specification shall be followed'
10. A1l multiple beams and headers to be nailed using 16d two rows 12" o'c'
11. Contractor shall assure that all materials ur" us"d p"r manufactures recommendations'
12. Site engineering u"J fiuUifity shall be provided bytl: owner/builder as required'
13. Connect beams'& headers over 6 ft., to trimmers with appropriate connectorsfttangers'
14. Contractor shall assufe that footing.'ur. prop.tly-drained and that soil is dry and that footings
rest on undisturbednative soil below t,ocat fiosf aepth and that building horizontal clearance
from footings to ascending slopes be a minimu ^ it ZS 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 r.ulnirrg method when connecting floors in split level designs'
17. Nail all whear walls to floor joist using 2: 16i 16" O.C' Add additional floor joist as reqd'
l8.Providejoistandrafterhangersaspermanufacturersspecifications.
19. Foundation ,teps ,fruff no, Jxceed 4 feet or Yzthe horizontal distance between steps' Horz'
rebar shall be lZ" 5.C. ,t rorgh step downs and extend 48" either side of step
20.If garugereturn walls are l-ess than :ii wide then extend headers across return walls with 2
king studs on either end extending from the top of the header to the bottom plate or install (2)
MST 36 straps each end of header extend across wing walls'
2l.Useaminimumof2-gYz,,LYLsforallheaderscarryinggirderloads.
22. Allow foundation 14 days to cure prior to backfill
23. Use 1 1/8" wide timberstrand or equiv' for all rim joist
24. Provide solid blocking through structure down to footing for all load paths'
25. Builder shall follow all recommendations found in all applicable-Geotechnical reports'
26. Stacking "f t;;llt prates is permitted with 5/g" J-bolts through both plates. Stacking more
than two plites is not permitted without special engineering
Plan: Durham/Raleigh
Date: 12 June2012
Location: Summerfield, Lot 9 Block 1
right interior
150 150 150
3000 3000 3000
333
Footing calculations back front left
Concrete SPecs
Density iPcf) 150 150
Strengih'(psD 3000 3000
Clear'Cover Thickness (in) 3 3
Foundation
Overall Height (ft)
Height (in)
WallThickness (ft)
Thickness (in)
Weight (kiPs/|ft)
Footing SPecs
width (ft)
Width (in)
Height (ft)
Height (in)
Weight (kiPs/lft)
Area per lft
Soil Specs
DensitY (Pcf)
Soil Pressure (Psfl
Weight (kiPs/|ft)
Building Loads
Roof sPan
Roof (kiPs/lft)
Wall Height (ft)
WallLoad (kiPs/lft)
Floor sPan
Floor Loads (kiPs/|ft)
Total(kiPs.lft)
Calculations
TotalWeight on Soil (kips)
SoilLoad (ksf)
Required Footing Width (in)
Required Footing DePth (in)
3.00
36
0.67
8
0.30
1.50
18
0.83
{0
0.19
1.50
125
1 500
0.16
40
1.10
16
0.32
2
0.05
1.47
3.00 3.00
36 36
0.67 0.67
88
0.30 0.30
1.50 1.50
18 18
0.83 0.83
10 10
0.19 0.19
1.50 1.50
125 125
1500 1500
0.16 0.16
404
1.10 0.11
10 14
0.20 0.28
214
0.05 0.35
1.35 0.74
3.00 0.08
36 1
0.67 0.67
88
0.30 0.01
1.50 1.50
18 18
0.83 0.83
10 10
0.19 0.19
1.50 1.50
125 125
1500 1500
0.16 0.00
40
0.11 0.00
14 12
0.28 0.18
19 32
0.48 0.80
0.87 0.98
1.96 1.84
1.31 1.23
16
10
16
10
1.23
0.82
1.35
0.90
1.18
0.78
16
10
16 16
10 10
Reactions & Moment
Duration Increase
Beam SPan(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
CF=
Area =
Momemt of Inertia | =
Maximum Bend Stress =
Allowable bend Stress
Factor Of SafetY =
Allowable Sheer Stress
Max Shear CaP (lbs) =
Factor Of SafetY =
Bearing Required =
E (psi)
Deflection LL (in)
LLoad Def. Limit L/
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
Plan: Durham/Raleigh
Date: 12 June 2012
Location: Summerfield, Lot 9 Block 1
Sawn Lumber FB-1 FB-z FB-3
Load Parameters
FLoi rv" Load(Psf) 40 40 40
ri"", r"i"r LoadiPs0 50 50 50'Fi;;;
i 6pan(tt) " 20 27 20
folairroo, Load(Plf) 500 675 500
Wall Height (ft) O 0 I
w"iiW"'gl''tiptO 20 20 20
Wallload(Plf) 0 0 {80
RoofLL (Psfl 40 40 40
rot"r noiir Lbad(Ps0 55 55 55
niotspinCtl 0 o 4
rotatiootload(Plf) O 0 110
e;r W"ignt hrb
' 8'3 4'4 5'6
Live Load (Plf) 400 540 480
TotalLoad (Plf) 508 679 796
111
7.544
1906 1359 1591
1906 1359 1591
3574 1359 1591
1906 1359 1591
FB-4
40
50
2
50
9
20
180
40
55
46
1265
5.6
960
1501
1
4
3001
3001
3001
3001
9.25
3
1.10
27.75
198
842
935
1.11
165
3053
1.02
2.47
1 300000
0.02
360
0.13
6.20
0.03
240
0.2
5.95
2:2x10
FB-5
60
70
10
350
0
20
0
40
55
0
0
8.3
300
358
1
10
1792
1792
4479
1792
9.25
4.5
1.20
41.63
297
838
1020
1.22
180
4995
2.79
0.98
1300000
0.17
360
0.33
1.91
0.21
240
0.5
2.39
3:2x10
RB-2 RB-4
40 40
50 50
00
O0
O3
20 20
060
40 40
55 55
12 45
330 1238
8.3 5.6
240 900
338 1303
11
83
1353 1955
1353 1955
2707 1466
1353 1955
9.25
4.5
1.20
41.63
297
668
1020
1.53
180
4995
2.62
1.05
1300000
0.07
360
0.25
3.39
0.09
240
0.375
4.00
3:2x10
7.25
3
1.20
21.75
95
620
1020
1.64
180
2610
1.92
1.12
1 300000
0.03
360
0.13
5.31
0.03
240
0.2
6.33
2:2x8
9.25
3
1.10
27.75
198
446
935
2.10
165
3053
1.92
1.31
1300000
0.01
360
0.13
12.40
0.02
240
0.2
11.23
2:2 x10
9.25
4.5
1.20
41.63
297
506
1020
2.02
180
499s
3.69
0.74
1 300000
0.06
360
0.27
4.65
0.08
240
0.4
4.95
3:2x10
9.25
3
1.10
27.75
198
411
935
2.27
165
3053
1.56
1.61
1 300000
0.01
360
0.10
15.68
0.01
240
0.15
16.25
2:2 x10
Plan: Durham/Raleigh
Date: 12 June 2012
Location: Summerfield, Lot 9 Block 1
40 40 40
50 50 50
000
000
530
20 20 20
1oo 60 0
40 40 40
55 55 55
34540
83 1238 1100
12 10 28
60 900 800
195 1307 1128
FB-1 FB-6
40 40
50 50
202
500 50
00
20 20
00
40 40
55 55
040
0 1100
9.6 6
400 840
510 1 156
RB-1 RB-3 RB-sLVL Beam
Load Parameters
Floor LL (Psf)
Total Floor Load(Psf)
Floor Span (ft)
Total Floor Load (Plf)
Wall Height (ft)
WallWeight (Psfl
Wall Load (Plf)
Roof LL (Psf)
Total Roof Load (Psf)
Roof Span (ft)
Roof Load (Plf)
Beam Weight (Plf)
Live Load (Plf)
TotalLoad (Plf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
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
1
8
2039
2039
4077
2039
61
9.50
3.5
33
2684
11775
250
2.89
285
631 8
3.10
0.78
1 900000
0.08
360
0.27
3.44
0.10
240
0.40
4.05
2'.9Y2"
1
6
3468
3468
5201
3468
172
11.88
1.7
20
2644
8676
238
1.67
285
3837
1.11
2.72
1 900000
0.05
360
0.20
3.68
0.07
240
0.30
4.02
1'.11718"
I
16
1 556
1 556
6226
1 556
37
{ 1.88
3.5
42
2604
17862
489
2.87
285
7900
5.08
0.59
1 900000
0.10
360
0.53
5.60
0.31
240
0.80
2.59
2'.11718"
11
6 15.5
3921 8745
3921 8745
5882 33888
3921 8745
118 89
9.50
3.5
33
2684
11775
250
2.00
285
631 8
1.61
1.49
1 900000
0.06
360
0.20
3.62
0.08
240
0.30
3.74
2:9Ti'
14.00
7.O
98
2546
48517
1601'1.43
285
18620
2.13
1.67
1 900000
0.34
360
0.52
1.51
0.48
240
0.78
1.61
4:14"
Plan:
Date:
Location:
GLU-LAM Beam 24F'V4
Load Parameters
Live Floor Load (Psf)
Total Floor Load(Psf)
Floor Span(ft)
Total Floor 1 Load(Plfl
WallHeight (ft)
WallWeight (Ps0
WallLoad(Pl0
Roof Live Load (Psf)
Total Roof Load (Psfl
Roof Span (ft)
Total Roof Load (Plf)
Beam Weight (Plf)
Live Load (Plf)
Total Load
Reactions & Moment
Duration lncrease
Beam SPan(ft)
Unbraced Length (ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Max Shear Stress (Psi)
Determine Beam Size
Depth Estimate (in)
Wdth Estimate (in)
Cv=
Allowable Bending Stress
Area =
Momemt of Inertia | =
Beam Value for S (in^3)
Allowable Moment (|b.ft)=
Moment Factor Of SafetY =
Allowable Sheer Stress =
Allowable Sheer Force =
Shear Factor Of SafetY =
Bearing Required =
LL Deflection in. =
LLoad Def. Limit U
Allowable Deflection (in)
LL Deflection F/S
TL Deflection in. =
TLoad Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
Durham/Raleigl
12 June 2012
Summerfield, L,
RB-5
40
50
0
0
0
15
0
40
55
40
1100
22.1
800
1122
1
15.5
1
8696
8696
33699
8696
95
13.5
6.75
0.99
2379
91.13
1384
205
40641
1.2',|-
240
14580
1.68
2.06
0.42
360
0.52
1.24
0.58
240
0.78
1.32
6314" x13Vz"
Plan: Durham/Raleigh
Date: 12 June 2012
Location: Summarfield, Lot 9 Block 1
TJI Joist
Span (ff)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple SPan Joist
Duration Increase
Joist Span(ft)
Joist Spacing
Joist Weight (Plo
Joist Loading (Plf)
Max Reaction (lbs)
Max Moment (FtLb/lf)
Max Shear Lb
Detormine Joist Size
DePth
Max Moment 100o/o (ft-lbs) =
F. S. for moment =
Max Shear 1000/6 (lbs) =
F. S. for shear =
Bearing Required (in.)=
Live Load (U360) =
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
110
12
11.88
'10
40
50
1
lz
16
2.5
415
1245
4't5
11718"
3015
2'42
885
2'',\3
2.OO
040
0.60
238
o'12
0.16
3.28
3.80
'l1 7/8" | 10's @ 16" o c
210
15
11.88
10
40
50
'l
15
16
2'S
69
521'1954
521
117t8',
3620
1.85
980
1.88
2.00
0.50
0.75
283
o.24
0.31
2.07
2'38
11 7/8" 210's @ 16" o c
360
20
14
10
40
50
1
20
16
ea
70
700
3498
700
14"
7ea(
2.',10'1080
't.54
2.00
0.67
1.00
6'12
naE
0.46
1.88
2.15
14" 360's @ 16" o.c
1
28
16
4.2
71
s92
6945
992
14"
11275
1.62
1265
1.28
2.OO
0.93
1.40
926
0.88
1.16
1.07
1.20
14" 560's @ 16" o.c
560
28't4
'10
40
50
Plan: Durham/Raleigh
Date: l2 June 2012
Location: Summerfield, Lot 9 Block 1
BCI JOISTS
Span (ft)
Depth
Load Parameter8
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration Increase
Joist Span(ft)
Joist Spacing
JoistWeight (PlO
Joist Loading (PlO
Max Reaction (lbs)
Max Moment (FtLb/|O
Max Shear Lb
Determine Joist Size
DePtn =
Max Moment 100% (ftlbs) =
F. S. for moment =
Max Shear 100% (lbs) =
F. S. for shear =
Live Load (U360) =
Totaf 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
s000
15.3
1 1.88
10
40
CU
1
IE ?
{6
25
azY
2024
529
11718"
31 50
1.55
950
r.80
0.51
0.77
265
o
o.27
0.35
1.87
2.16
11 7/8" 5000 @16'
1
4A ?
16
2.2
OY
czl
2015
527
9112"
2865
1.42
1175
2.23
0.51
0.77
180
0.40
0.51
1.29
1.50
91/2" 8000 @16"
60
15.3
14
10
40
50
1
r5 a
l6
a1
70
534
2041
534
14"
7440
3.64
1175
2.20
0.51
0.77
635
8
0.12
0.16
4.17
4.78
14" 60@16"
4.1
71
541
2071
54',|
14"
1 1390
5.50
1450
2.68
0.51
o.77
940
I
0.09
o.12
5.75
5.50
14" 90 @14'
6000
15.3
9.5
90
15.3
14
10
40
EN
1
{6 ?
t6
10
40
50
Plan: Durham/Raleigh
Date: 12 June 2012
Location: Summerfield, Lot 9 Block 1
Seismic Calculations
Loading Summary
Floor Dead Load (Psf) 10
Floor Live Load(Psf) 40
Walls (Ext)(Psf) 20
Walls (lnt)(Pso 10
RoofDead Load(PsD 15
Roof Slope
Exterior
Snow Load Reduction
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduction
Total Load
Seismic Zone E
RoofLL(PS0 40
RoofDL(Psf) 15
6 112
combination
Seismic Paramaters
26.56 V=GsnV/'l.4
4o.oo Fa= 1
R= 6.5 table 1617.6
Ss= 1.772
Sms= 1.77 eq 16-16
4O.OO Sds= 1.18 eq 16-18
55.00 Ca= 0218 Pereq' 16-49
Adj. Factor '1.4
Cs= 0.1556
Roof
Floor 2
Floor 1
Length W(Ps$ Lb/ft Wdth W(b)
12 23 966 50 48300
roofwall 8280
Total Mass Tributary to Roof Levels = 56580
Shear (V1(lbs) RooiLevels = 999.q
iengttr' " WiPsfl lb/fi Wdth W(lb)
42 10 42O 50 o
wall height o 8280
Total Mass Tributary to Floor 2= 0
Shear M(lbs) Floor Levels = 0 .
iengih' " Wi(osO lb/ft Width W(b)
42 10 420 50 13990
wall heighr 9 19320
Total Mass Tributary to Floor 1= 33000
Shear M(lbs) Floor Levels = 5136
Floor 1 Lateral Fofcg 5136
Fioor z t-aterat rorce 0
Hoottateral rorce aao5
iotal Seismic tltass = E95Bo
ioiii t_aterat rorce = 13941
seismic Force Dlstributlon* Roof Sections *
Roof
FIOOI 1
lloot z
v/sum(w-Hl) =
E asement sneer wall
Total Load (kips)
right side
lefi side
fionlbacK
Froor 1 Sneer wall
Total Load (kips)
rignt stoe
lett side
tront
back
Ftoor z Sneer wall
Total Load (kips)
nght side
left side
fiont
bacK
shear wall critical Lengths
Front
Back
Right
Lefi
H(x) W(x) kip W(x)H(x)
2i.ir 57 11.7.46.0 33 IYU
0.000
Totats 90 1372
0.U1U'l6 Total Shear(lbs) =
F(total) Length
13.97.O 31
7.O 20
7.O 20
7.O 31
F0otar)
1 l.9
6.0
6.0
6.0
6.0
F (total)
11 .96.0
6.O6.0
6.O
ROOI IJL
1 100
1100
110110
% Force Total Sheer I
85.57% ',l1.929019
14.43% 13.940E37
o.00% 11.929019
1
13941
Shear Wall Load (Plf)
225349349225
ShearWall Load (PlD't7t)
157
27'l
166
Shear Wall Load (Plo
Not Applicable
Not APPlicaDle
Not ApplicaDle
Not APPlicable
crilcal | (n)
6
5
I-2313
-4850
-dlc
-17A3
Length
353E2235
Lengtn
10
10
10
10
htoor IJL
50
50
350
475
WAII IJL
200
320
2SO
280
calculate uplift, Force Req'd to Prevent oT obsl
Fiir-ei fdnglfi (rg Zo", 3,,..
il;k !924 4s
oi^hr zJ82 1589'573 1097Lefi
uL (p||)
899979493576
6-515
110-631
41244-934
1096
521
Plan: Ourham'Raleigh
Date: 12 June 2012
Location: Summerfield, Lot 9 Block 'l
Wind Loadlng Calculation3 using Main Wtndforcef,esisting System (MWFRS)
Longitudinal DiEction
Wlnd D€slgn Cdcl.nts
P=wind load'exp @eff*lw
P=Desion Pressure
Hoizontal wnd Load (from table 1609 6 2.1(1)
Wall Load (Ps0=
end zone (A) 16 1
interior zone (C) 11 7
Roof Load (PsD=
End zone (B) 2 6
interiorzone (D) 27
Verti€lWind Load (frcm iabl6 1609 6 2 1(1)
Roof Load (PsD=
end zone windmrd (E) -7 2
end zone lEeward (F) -9 8
interior zone windwrd (G) -52
interiorzone leeward (H) -52
Exoosure Coeffioient (from table '1609 6 2 1(4) 1 ?1--rJrroort"*
r"aoi(from table 1604.5) 1'0
90 Roof Height 1 1 50
C Wall Height 15
Truss SPan 46
Wlnd Spsd "
Expsur.
Rootslor- 6 112
".*i"J.to*t-
26 56 sine-- 0 4472
Minimum Pressure
P=wind load'exp @efrlw Adjusted'r,oiltont"rmrr
int"tior 14 16 14 16
f,oriiont"t *"tt "nO ton" 19 48 19 48
hodiontat root interior 3 27 10 00'noriiontat
toot "nO ton" 3 15 10 00
vert;t ena .one unawara -8 71 0 00
u"iiot "na .on" t"e*rd -11 86 0 00
ulrti*i int"tiot.on" .ino*"ra -6 29 0 00
ulriior int"rio, ton" r""*"ta "629 0 00
.4*Hmean
.1'base
End Zone Width (ft) 42
lnterior Zone Wdth (ff) 41 6
Gable R@f Load
End
lnierior
2nd storyEnd Zone Wdth (ft) 4 2
2nd Storylnterior Zone Vvidth (ft) 41 6
8.3
4.2
Wldth H€lght
4.2 2.0
41.6 4.74
Areg
128.96
wnd L@d For@ (lb!)
19.48 155
14.16 3980
Sum = 4144.35
Wlnd L@d Fore (lbs)
10.00 5750
10.00 1290
Total 7040
Hlp R@t hd
Wall Load
Eno
lnterior
2nd Stor
Wldth Helsht wlnd Ldd For@ (lbltt) F9!: (.lY
End ;.i" i'o' 1e.48 164 19191
iniJ,ior tl.a 1.oo 14.16 58e 991 ?1Sum = 752572 75257
wtdth
end zone windward 4
leewerd 4
interiorzonewindward 42
leewerd 42
length Wlnd Lo.d Fore llbs)
18.90 FALSE O
18.90 FALSE O
18,90 FALSE O
18.90 FALSE 0
Floor2 Diaphragn Sh.ar
Toial Shear (lbs)
Front Wall Length
Back Wall Length
Fl@r 1 Dlaphragm shear
Total Shear (lbs)
Front Wall Length
Baak Wall Length
baem€nt OlaPhragm Shear
Total Shear(lbs)
Frcnt Wall Length
Bsck Wall Length
Cdtical Wall Length (ft)"
Front Wall Dead Load (Pl0=
Front Wall criti€l Length (ft)=
Back Wall Dead Load (Plf)=
Back Wall Criti€l Length (li)=
ShearWall Loads (Plf)
7040'lO Not APPIi€ble
10 NotAPPlicable
shearWall Loads (Plo
314
192
ShearWall Loads (Pl0
Total
Total (pl0
458
296
13813
36
18328
31
899
979
Calculate Uplift, Force Req'd to Prevent OT (lbs)
Pan€l Length (i) 2 3
Frcnt 1068 661
eali 256 -191
81012-1377 -2192 -3007
-2429 -3324 4219
4
253
Plan: Durham'Raleigh
Date: l2June2012
Lo@tion: Summerfield, Lot 9 Block I
Wind Loading Calculations using Maln Wndforce-Resisting SFtem (MWFRS)
TnnsveBe DiEction
Wlnd D6ign Coolflclenb
P=wind load*exp coeff lw
P=Desiqn Pressure
Horizontal Wnd Load (from iable 1609 6 2 1(1)
Wall Load (Psf)=
end zone (A) 16 1
interior zone (c) 1'1 7
Roof Load (Psf)=
End zone (B) 26
interiorzono (D) 27
verti€l vMnd Load (frcm table 1609 6 2 1(1)
Roof Load (Pso=
€nd zone windMrd (E) -7'2
end zone le€ward (F) -9 8
interior zone windwsrd (G) -52
interiorzone leeward (H) -52
Exoosure coefficient (frcm table 1609 6 2 1(4)
lFlmportane Faclor (from table 1604 5)
26.56
end zone windward
leeward
interior zone windward
leeward
1.21'1.0
RoofHeight 11 5
Wall Height 15
Truss SPan 46
6 112
Sine = 0.4472
Minimum Pre$ure
Adjusted'14.16
19.48
10.00
10.00
0.00
0.00
0.00
0.00
Wlnd Sp€d'
Expo3ura
Rod slop€ "
Roof Angle (deg)'
90
P=wind load*€xp coefi*lw
horizontelwll interior 14 16
horizontalwll end zone 19 48
horizontial Pof interior 327
horizontal roof end zone 3 15
verti€l end zone windward -A71
verli€lend zone leewrd -11 86
v;di€l interior zon€ windward :29verli€l interior zone leeward -629
End Zone Wdth (ft)
lnterior ZonE VMdth (ft)
2nd storvEnd Zone VMdth (fl)
2nd Stoilnterior Zone Wdlh (ft)
Gable R6f bad
Hlp R@f Load
WallLdd
Vefical Fo@
Area483
104.16
wHth
4.2
wldth
4
3434
End
lnterior
End
lnterior
Eno
lnterior
Width Helghl
4.2 2.0
33.6 4.74
wind Load Fo@(lbs)
19.48 165
14.16 32',14
Sum = 3379 056
Wind Load Force (lb)
19.48 164
14.16 476
Sum = 639.3156
wlnd L@d Forc6 (lbs)
FALSE O
FALSE O
FALSE O
FALSE O
2nd story
163.5404
475.6752
639.3156
10.00 4830
10.00 1042
Total 5A72
Helght1.0
1.00
length42.90
42.90
42.90
42.90
Fl@r 2 Diaphrsgm Shear
Total Shear (lbs)
Lefi Wall Length
Right Wall Length
Fl@r I DlaPhtagm Sh@r
Total Shear(lbs)
Lefl Wall Length
Right Wall Length
balem.nt Dlaphr{m Sh€r
Total Shear (lbs)
Len Wall Length
Right Wall Length
Critical Wall Length (ft)=
Left Wall Dead Load (Plf)=
Left wall criti€l Length (f,)=
Rioht Wall Deed Load (Pl0=
Ri6ht wall criti€t Length (ft)=
5872'10
10
11625
J5
'15461
3'1
4934
shearWall Loads (Pl0
Not Appli€bl8
Not Applieble
sheErWall Loads (Plo
153
ShearWall Loads (PlO
249
Total 18328
Total (plD 90
Calculate uplift, Forcs Req'd to Prevent OT (lbs)
Panel Lenglh (fi) 2 3
F.hhr 432 189
;;;i 5e4 3e3
-54
191
810-1025 -151',|
-514 -1016
-1997-141 9
Load Short Form
Entire House
KARTCHNER HOMES
Job:
Date:
By:
SF6Bl
JUNE8,,2012
ROBERT HALL
197 STOCKMANBLVD , R|GBY,to 8tr11rho|1e:745.8468
SF9B1, KARTCHNER HOMES
ID
Outside db CF)
Inside db ("F)
Design TD CF)
Daily range
lnside humiditY (%)
Moisture difference(gr/lb)
Htg
-6
68
74
50
57
Method
Construction qualitY
Fireplaces
Simplified
Semiioose
0
HEATING EQUIPMENT
Make Intl Comfort Products
Trade TemPstar
Model N9MP2080F16**
GAMA ID 70306
EfflciencY
Heating inPut
Heating outPut
TemPerature rise
Actual air flow
Air flow factor
Static Pressure
Space thermostat
Make
Trade
Cond
Coil
ARI ref no
EfficiencY
Sensible cooling
Latent cooling
Totalcooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
COOLING EQUIPMENT
lnflComfort Products
13 SEER N Series P2 AC
N2A330A(G)KA*
ED"2X3OP*+TD1
1464536
90 AFUE
80000
72000
89
880
0.018
0.70
Btuh
Btuh
OF
cfm
cfmlBtuh
in H2O
13 SEER
19600
8400
28000
880
0.056
0.70
1.00
Btuh
Btuh
Btuh
cfm
cfmlBtuh
in H2O
LIVING ROOM 358 6318
Bold litatic values have been manually overridden
Printout certified by ACCA to meet all requirements of ManualSth Ed'
ROOM NAME
BEDl
STORAGE
BASE BATH
BED2
LAUNDRY
FLEX ROOM
CRAWL SPACE
BED3
BED+
MASTER BED
MASTER WIC
MASTER BATH
KITCHENDINING
Area
(f9
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
182
91
55
168
91
563
370
151
161
204
55
84
507
4573
1 099
785
4871
0
17327
0
2759
1518
3285
509
472
5034
640
63
45
1 353
0
2238
0
761
635
2247
93
109
5212
2387
83
20
14
88
0
314
0
50
28
60
I
I
91
115
36
4
3
75
0
125
0
42
35
125
5
6
291
133
2o12-Jun-1221 "58:12Page 1* v*rigltrt5|a}ft' Right-Suite@ Universal71 03 RSU06972
c:iDocuments and settings \RoBERT HALL \My Documents \wrightsofl HVAC \RALEIGH MODEL Sl 2224 'rup calc
TOTALS 3040 52290
Bold litatic values have been manualu overridden
1 5501 880
Printout certified by ACCA to meet all requirements of ManualSth Ed'
1 5783
708
1 5501
0
880 880
Entire House d
Other equiP loads
EquiP. @ 0.94 RSM
Latent cooling
3040 48548
3742
I 880
+{pF rffright*of*' Right-Suiie@ Universal7'1 03 RSU06972
C:\Documents and settings \RoBERT HALL \My Documents wvrightsoft HVAC \RALE|GH MoDEL S| 2224.|up ca|c Page 2
Building AnalYsis
Entire House
KARTCHNER HOMES
Job:
Date:
Byr
SF6B1
JUNE8,,2012
ROBERT HALL
197 STOCKMAN BLVD ' RIGBY, lD 834/92 Phone: 745-8468
to"?J:?li"rs, rD, US
Efevation 4741 ft
Latitude: 44'N
Outdoor:
Drv bulb('F)
Ddily range ('F)
We[bulb("F)
Wind sPeed (mph)
Gooling
89
34 (H )
60
7.5
Indoor:- -inOoor temPerature ("F)
Desiqn TD CF)Relaiive numiditY(%)
Moistu re difference (gr/lb)
lnfiltration:Method
Construction qualitY
FirePlaces
Heating68
74
50
57.0
Cooling75
14
50-31.5
Simplified
Semiloose
0
Heating
9
15.0
Component Btutt/fF Btuh % of load
Walls
GlazingDoorsCeilingsFloorslnfiltrationDuctst'..?ilno'0"",,on
Ventilation
Adjustments
Total
5.0
25.90
1.68.44.3
14361 |5569 |0l
2475
12734
13410
0
0
0
37420
52291
27.51
10.6 |0l4.7
24.425.600
07.2
100.0
11.11
37.0l0
8.5
0
8.204.3
30.90
182460970
14040
1357
0
708
5100
00
16491
0.6
28.4
0
0.9
0o.4
Walls
Glazing
Doors
Ceilings
Floorslnfiltration
DuctsVentilation
Internal gains
Blower
Adjustments
Total
Overall Uvalue= 0.077 Btuh/ff-'F
Data entries checked.
Right-Suite@ U niversal 7'1'03 RSU 06972
\ROBERT HALL \My Documents \Wrightsoft HVAC \RALEIGH MODEL Sl 2224'rup Calc
2012-Jun-1221 158i12
Page'l<*l*- urrigi.r?:st:ft'
C:\Documenls and Settings
Gomponent Gonstructions
Entire House
KARTGHNER HOMES
Job:
Date:
By:
SF6B1
JUNE8,,2012
ROBERT HALL
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
Location:
ldaho Falls,lD, US
Elevation 4741 ft
Latitude: 44"N
Outdoor:
DrY bulb("F)
DailY range ('F)
Wet bulb('F)
Wind sPeed (mPh)
Heating
9
15.0
Gooling
89
34 (H )
60
7.5
lndoor:
Indoor temPerature ('F)
Desiqn TD fF)
Rela[ive humiditY(%)
Moisture difference(gr/lb)
lnfiltration:
Method
Construction qualitY
FirePlaces
Heating68
74
50
57.0
Simplified
Semiloose
0
Gooling
75
14
50-31.5
Or Area
tf
$value
Btuh/ff-'F
lnsul R
ff-"FBtuh
19.0
19.0
19.0
19.0
19.0
Htq HTM Loss Clg HTM Gain
i*rvn Btuh BtuMf BtuhConstruction descriPtions
U?11".- : Frm wall , vnl ext, 3/8"wood shth ' r-19 cav ins ' 'll2"
gypsum board int fnsh , 2"x6" wood frm
Partitions(none)
Windows;i'i nirivi .35 u - VALUE; NFRC rated(SHGG0'35)
n
s
all
660 0.068
741 0.068
687 0.068
766 0.068
2854 0.068
5.03 3321 0.64
5.03 3729 0.64
5.03 3457 0.64
5.03 3855 0.64
5.03 14361 0.64
422
474
439
490
1824
0000
oo00
oo00
oo00
00
00
00
00
0
0
0
0
0
n 5/
e87
s3o
w41
all 2'15
n21
s21
w21
all 63
0.350
0.350
0.350
0.350
0.350
25.9
25.9
25.9
25.9
25.9
11 .5
37.7
20.6
37.7
28.4
658
3276
61S
1544
6097
1476
2253
777
1062
5568
Doors
11D0:11D
Ceilings
16B-44ad:Atticcetltng, asphaltshingles roof mat 't-44 ceil ins' 1/2"
gypsum board int fnsh
Floors
Ziiipl, Bg floor, light dry soil, carpet flr fnsh
0.022 44.O 2475
73.2 '12734
df* rrl.r.1E6tiFoft" Right -Suite@ U nivers al 7 1'03 RSU 06972
C:iDocuments and Settings tRoieRt HALL \My Documents \Vvrightsoft HVAC \RALEIGH MODEL Sl 2224 Np Calc
2012-Jun-12 21 "58:'l4Page 1
Project Summary
Entire House
KARTCHNER HOMES
Job:
Date:
By:
SF6B1
JUNE8,,2012
ROBERT HALL
197 STOCKMANBLVD ,RIGBY, ID @
For:
Notes:
SF9B1, KARTCHNER HOMES
ID
HOME FACES SOUTH
Weather
Winter Design Conditions
Heating Summary
ldaho Falls,lD, US
Summer Design Gonditions
Outside db
lnside db
Design TD
Structure
DuctsCentralvent(55 cfm)
HumidificationPiping
Equipment load
lnfiltration
Method
Construction qualitY
Fireplaces
Outside db
lnside db
Design TD
Dailv ranqe
Reldtive humiditY
Moisture difference
Structure
Ducts
Centralvent(S5 cfm)
Blower
Use manufactureis data
Ratdswing multiPlier
Equipmenl sensible load
Structure
Ducts
Central vent(55 cfm)
Equipment latent load
Eouipment total load
Rtiq. totat caPacitY at0.70 SHR
Sensible Cooling Equipment Load Sizing
48548 Btuh
0 Btuh
3742 Btuh
0 Btuh
0 Btuh
52290 Btuh
89 'F
75 "F
14 "F
H
50 o/o
-31 gr/lb
-6 'F
68 'F
74 "F
-566 Btuh
0 Btuh-984 Btuh
0 Btuh
15783 Btuh
0 Btuh
708 Btuh
0 Btuh
n
0.94
15501 Btuh
1 5501
1.8
Simplified
Semiloose0
Cooling3040
27360
0.23105
90 AFUE
80000 Btuh
72000 Btuh
89 'F
880 cfm
0.018 cfm/Btuh
0.70 in H2O
Latent Gooling Equipment Load Sizing
Areaffi
Volume ffiAir changes/hour
Eouiv. AVF(cfm)
Heating3040
27360
0.43
196
Btuh
ton
Heating EquiPment Summary
Make Intl Comfort Products
Trade TemPstar
Model N9MP2080F16**
GAMA ID 70306
Gooling EquiPment Summary
Make Intl Comfort Products
iraOe 13 SEER N Series P2 AC
Cond N2A330A(G)KA.
coil ED*2(30F**+TD1
ARI refno 1464536
ftficiency 13 SEER
5en-siOiicooting 19600 Btuh
Iiiitit Cooring - 84oo Btuh
Toi;i;oorins- 28ooo Btuh
Actual air flo:w 880 dm
Aiinow iaaor 0'056 cfmBtuh
Static Pressure 0'70 in H2O
i;;d idil',ble heat ratio 1'oo
Efficiency
Heating inPut
Heating outPut
Temperature nse
Actual air flow
Air flow factor
Static pressure
Space thermostat
Botd litatic vatues have been manually overridden
Printout certified by ACCA to meet "tt
t"quit"t"nt" of ffi
{*- wrrgrlrt€cff Right-suite@ universal7 1 03 RSU06972
c:\Documenrs and setiings \Ro;ERT HALL \My Documents \wrightsoft HVAC \MLEIGH MODEL Sl 2224'tup calc
2O12-Jun-12 21 :58:14
Page I
Right J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SF6BI
Date: JUNE8,'2012
By: ROBERTHALL
197STOCKMAN BLVD , RIGBY, tD 834442 PhONE745-8468
BED 1
27.0 ft
9.0 ft heat/cool
14.0 x 13.0 ft
182.0 ft'?
Entire House
348.0 ft
9.0 ft o
3040.0 fi'
1
zq
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area Area (ft')
or perimeter (ft )
Load
(Btuh)Ty Construction
number
U-value
(Btuh /ff2rF
or I HTM
I (Btuh/ft1
t-.-----T--I tteat I coot
Area (ft')
or perimeter (fi)
Load
(Bruh)
t-----T-
I Gro.r I rrers Heat Cool cross lttlPls I Heat Cool
6
11
w I tzeoswL---c I otcL--sl11Do
w I tzEosw
L---c | 61c
W | 12Eosw
l---4161cL-D | 11D0
w I lzEosw
l---clotcL---D I 1 1D0
c I 16B-44ad'
l*^"0'lttltltttltltttltllltllltlll ol -45
6 c) AED excursion
35139 9326 3533 285
12 4 Infiltration
b) Room ventilation
'13410(
'1357
c
1040
0
105
o
2
1500
3600
1 250
011250
1800Internal gains ; OccuPants @
Appliances @
48548 15783 4573 640
0
0
0
640
0'14
'15
Subtoial (lines 6to 13)
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads 001 00k
48548
0
15783
Oo/c ool
0
0
0
4573
0
48548
88C
1 5783
880
4573 640
JOTotal room load
Air required (cfm )
Right-Suite@ U niversal 7 1.03 RSU 06972
inOdenr HALL \Mv Documents \wightsott HVAo
2o12-Jun-12 21 "58:14Page 1
\RALEIGH MOOEL Sl 2224.tuq Qalc-t- * wrrttlrr*ori'
lcC;A c \Documents and Settings
Riqht-J@ Worksheet
Eitire House
KARTCHNER HOMES
Job: SF6ts1
Date: JUNE8"2012
BY: ROBERTHALL
97 STOCKMANBLVD , RIGBY, lD 834442 Phone:745-8468
BASE BATH
5.0 ft
9.0 fi heat/cool'l1.0 x 5.0 fi
EKn fl2
STORAGE
7.0 fl
9.0 ft heat/cool
7.0 x 130 ft
91.0 ft'z
1
e
4
c
Room name
Exposed wall
Ceiling heighi
Room dimensions
Room area
Load
(Btuh)Area (fl1
or perimeter (fr)
Area (ft1 | l9"dor peririet6r (ft) ! (Btuh)Ty construction
l,**',1'
HTM(Btuh /ft'z)
rr*l-;Gross lttlPls I Heat Cool Heat CoolGrossN/P/S
o.ooe I0.350 |0.000 I0.068 |0.350 |o.ooa I0.350 I0.000 |
o.068 |0.350 |0.000 |o.oz2lossel
IIIIIIIII
ll'3.iil'iii
" I s.o3l 0.64
e | 25.901 37.65
s | 5.031 0.64
:I'3331',33i
w I 5o3l 0.6r: I ,irul 'lt
llIItltllIlltt
uiw i rzeo.*
:lHl?i3'
. lw ltzeosw
11 | L---Gl61c
lw I t2E{sw
I l---cl61c
lr olttoo
I W | 12E{sw
I l---Gl61cI r_o | 11D0
I c | 168-44ad
l' l22A{el,llIlltlIllttl|l
'il'il
31 3liltl
11llltIIIll
317
-3
b
12
c) AEI
829 sol 552 zo
270(27
c
193 19na) lnfiltration
b) Room ventilation 0
0'13 lntemal gains : OccuPants @
ApPliances @
subtotal (lines 6 to 13)
250
1800
1099 63 toc 45
(oo Oo/l
0
0
0
785
0
0
0
45
014
15
Less extemal load
Less transfer
Redistribution
Subtolal
Duct loads Ooll 00k
0
1 099
1099
z\
/b0't4 45
Total room load
Air required (c{m )
2o12-Jun-12 21 :58:14
Page 2Rioht-Suite@ U niversal7.1 03 RSU 06972
rnoriinr HALL \Mv oocuments \wrightsoft HVAC-+= *l* wracrhtsoft
,€(;A C.\Documents and Settings \RALEfGH MODEL Sl 2224 ruq Calc
Riqht-J@ Worksheet
eitire House
KARTCHNER HOMES
,L42 Phone'.745-A468
Job: SFGBI
Date: JUNE8,'2012
BY: ROBERT HALL
iTOCKMAN BLVD , RIGBY, IO 834442 PhONE
LAUNDRY
7.0 ff
9.0 ft heat/cool
7.O x 13.0 ft
91.0 ft'
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
6EV a
26.0 fl
9.0 fi heat/cool
14.O x 12.0 fr
168.0 fl'1
1
2e
4
Area (fr') | Loao
or periniet6r (ft) I (Btuh)
Area (n1 | Loao
or oerimeter (fl ) I (Btuh)', llTyconstruction l,##,lXl"r,lo'*", I coor Gro"" I N/P/s I H""t lcoot
25.90
0.00
25.90
o.oool s I o.oo
o.ooel w | 5.03
o.35ol w | 25.90
o.o0ol w I o.0o
o.ozzl - I 1.63
o.sagl | 73.19
n
nn
0.0681 e
0.350 | e
o.ooa I s
0.350 I s
0.
012E{sw
61c
11D0
12Eosw
61C
12EOsw
61C
11DO
12Eosw
61C
11D0'16B-44ad
22A+.pl
olnl
o
11
WL_-€
WF--4'-.-.D
c
F
126
108
11.1
0.1
0.(
37.l
0.
20.
0.
0.
aa
0.
0.
0.
234 -4
c) Atru e^uursrerl
Envelope loss /gain
34't4 v/o 429 36
1002(101c
270n
27
4 Infiltration
b) Room ventilation
'l
0
250n
0
0l?lntemal gains occupants @ ?10]Appliances @ 1800
4416 '1327 '1099
0
0-63
0
014
Less extemal load
Less lransfer
Redistribution
Subtotal
Duct loads ovl 00k
0
455
4871
0
26
1353
c ool Oo/l
0
0-1099
0
't5
4a718t
I a6a 00Total room load
Air required (cim )
Right-Suit@ U niversal 7.'1.03 RSU 06972
\ROBERT HALL \My Documents \Wightsofi HVAC
2o12-Jun-12 21 158:14
Page 3"r{.P u*rfnrr*t**f*'
C:\Documents and Settings \RALEIGH MOoEL Sl 2224'ruP Calc,&-
Riqht-J@ Worksheet
eitire House
KARTCHNER HOMES
Job: SFGBI
Date: JUNE8',2012
BY: ROBERTHALL
45-846897 STOCKMAN BLVO , RIGBY, lD 834442 Phone:
CM\A/L SPACE
56.0 fi
I o ft heat/cool
1.0 x 3700 ft
370.0 ft'
1
3
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
FLEX ROOM
46.0 ft
9.0 fi heat/cool
1.0 x 563.0 fi
563,0 ft'z
I
Area (ft 'z) | t-oao
or periniet6r (ft) I (Btuq
Area (ff1
or perimeter (ft)
Load
(Btuh)Ty cuonstruction lt#"il'ixl"t'
I Hrlit
| (etuhtnlOr
-
I H"", I coor Gross N/P/S Heat Cool Gross N/P/S Heat Cool
I goo
l0loI '.313
lolilc,l ('l'..'
IIIIII
;l li ,fl ,1
;T;-i;;
. I F-€|61c.l I pll1Do
. lw l12E{swr r I L--6161s
I w | 12E{sw
lHl?13.I w I tzeosw
I l---c I otc
I t---olttoo
I c I 168-44ad
ll'l2'?A{e'IlIllttIllIItItIllll
Liffii r i '3,ffi1
o.ooal e | 5.031
o.osol e | 25.eol
o.ooal s I 5.031
o.gsol s I zs.sol
o.oool s I o.ool
o.ooal w | 5.031
o.35ol w | 25.901
3.31!l : I l:3310,8,1-l^,''l
ltlllllllIt
180
202
o.o+i raol'l:331 3l
o.o+l z:.4l
ez.osl 321,iEilil
o.o+l ol
37.651 ol
3 331 3loool *.1
tllltllltllllltllt
6t -JO
o c) AED excursion
61'18 1517 6635 287
a) Infiltration
b) Room ventilation
1773
0
179
t
2'158 218
0'12
0
0Intemal gains : OccuPanls @ 250
1 AOO
7890 1696 8792 505
Subtotal (lines 6 lo '13)
ooft Oo/l
0
0-8792
0
0
0
0-505
0
14
a5
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Oo/l oo
9437
17327
542
2238
1732'1
314
223e't2!Total room load
Air required (c{m )
Right-Suite@ Universal7 1 03
\ROBERT HALL \MY Documents
RSU 06972
\Wrightsofi HVAC
2012-Jun-1221 i58114
Page 4
\RALEfGH MODEL Sl 2224 tuq Catc-<=- *f* w-tg]rt*dfit
,€G C \Documents and Settings
Riqht-.J@ Worksheet
eitire House
KARTCHNER HOMES
,442 Phone: 745-8464
Job: SFGBI
Date: JUNE8,'2012
By: ROBERTHALL
97 STOCKMAN BLVD , RIGBY, lD 834442 Phone:
BED4
11.0 ft
9.0 fi heat/cool
1.0 x 161 .0 ft't6'l .0 fr2
BED 3
26.0 fl
9.0 ft heal/cool
1.0 x 151.0 ft
15't,0 ff'
1
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Load
(Btuh)
Load
(Btuh)Area (ft1
or perimeter (ft)Ty
Wl---G
W
construction I u-vatue,rrIor
number
l(Btuh/fla l
12Eosw I oooal n
?i3. | 3:3331 I
l?Eo"* I 33331:
l?'"'"' | 3:3331 :
Hl'M
fi14
Area (ft')
or Perimeter (ft )
Heat Cool Gross Heat CoolN/P/S Gross N/P/S Heat Cool
25.90
0.00
5.03
25.90
5.03
25.90
o
11
tt
c
F
---4
-D
0.0681 w
0.3501 w
o.oool wo.o22l
0.9891 -
l2EOsw
6'l c'r 1D0
168-44ad
22Aapl
C.UJ
25.90
0.00
1.63
a1 4Q
.54 -45
tz
6 c) AED excursion
1757 410 1094 342
4 Infiltration
b) Room ventilation
1002
f
'101(424
0
43
0
1 n
250
013lntemal gains ; Occupants @ ?5^o-Appliances @ 1800
2759 761 1518 635
Subtotal (lines 6to 13)
ooft
0
n
2759
c
761
Oo/l Oo/l
0
0
0
1518
0
0
0
0
635
014
Less external load
Less transfer
RedistributionSubtotal
Duct loads ool15
2759
50
761
42
151828
635
JCTotal room load
Air required (c{m )
2012-Jun-12 21 :58:'14
Page 5--**.
*l* wr|glr**erk- Right-Suite@ universal7'l 03 RSU06972
#;{:r\ c:\Documents and satng. rno|iii HALL \My Documents wvrightsoff HVAC \RALEIGH MODEL Sl 2224 rup
Riqht-.J@ Worksheet
eitire House
KARTCHNER HOMES
834442 Phone:745-8468
Job:
Date:
By:
SF681
JUNE8,,2012
ROBERT HALL
197STOCKMANBLVD , RIGBY, ID
MASTER WC
5.0 fl
9.0 ft heat/cool
1'l .O x 5.0 ft
55.0 ft'z
MASTER BED
29.0 ft
9.0 ft heat/cool
17.0 x 12o fi
204.0 ft2
1
e
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Area (ft1
or perimeter (ft)
Load
(Btuh)
Area (fi')
or perimeter (ft)
Load
(Btuh)Ty Construction
numDer
U-value
(Btuh/ft4'F)
I Hlit
I (Btuh/ff')Or
------T-
!.la't I Cool N/P/SGross CoolHeat N/P/SGross CoolHeat
ol
3lol
0l
olol0l
45tol
_91"31tIIIIII
si 3l
ol 0
0l 0or o
ol oor o
0l 0
451 226
0l 0':l ,l
III
o.oosl no.ssol n
0.0001 n
o.ooe I e
0.3501 e
0.068 | s
0.3501 s
0.000 | s
0.0681 w
0.3501 w
o.oool w
o.o22l -
0.r8,
|
-
IIIIIlII
6lW ll2Eosw.ll----Gl61c.lt-Dl11D0
. lw I lzEoswr I L---e lotc
I w I tzeosw
I l---cl61cI l--D | 11D0
I W I tzeosw
I l----Gl61cI L-o I ttoo
I c | 16B44ad
lr l2zA'c4l
o.e+l
11.551
0.001
0.64137.6s1
0.641
20.651
0.001o.o+l37.651
o.oolo.szl0.001
IIIIIII
s.os I25.e0 |0.00 |
s.og Izs.so I5.03 |25.e0 I0.00 |5.03 |25.90 Io.oo I1.63 |^"1
I1IIItIII
0
0
0
00
29
0
0
51
0
6
354
c)
2167 1634 316 73
1117
f
113
I
lo?(19
0124 Infiltration
0
013fnternal gains ; OccuPants @ ?5-9Appliances @ 1800
3285 2247 509
14
15
Less extemal load
Legs transfer
Redistribution
Subtotal
Duct loads ook 00
0
3285
0
0
0
2247n Oo/l ooA
0
u
509
0
0
0
0
o?
0
3285
60
2247
125
93
Tolal room load
Air required (cfm )
Right-Suite@ U niversal 7.1.03 RSU 06972
rnOdenr HALL \Mv Documents \Wrightsoft HVAC \FI'ALEIGH MODEL Sl
2o12-J0n-12 21 "58114Page 6Calc2224.Np== *l* wrtgrhtf,oR'
,4gG c \Documents and Settings
Riqht-..]@ Worksheet
eitire House
KARTCHNERHOMES
442 Phone:745-8468
Job: SFGB1
Date: JUNE8,,2012
BY: ROBERT HALL
197 iTOCKMAN BLVD , RIGBY , ID 834442
MASTER BATH
4.0 ft
9.0 t heat/cool
7.o x 120 ft
84.0 ft,
KITCHEN /DINING
43.0 ft
9.0 fl heai/cool
1.0 x 507.0 fl
507.0 ft2
1
2
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Area (fi')
or pedmeter (fr )
Load
(Btuh)
Load
(Btuh)Area (ft')
or perimeter (ft )Ty Construction
number
U-value
(Btuh /fl'?-'F)
Or HTM
(Btuh /ft')
"* T;;-tu CoolHeatN/P/SGross
o.ooa I n
0.3501 n0.0001 n
0.0681 e
0.350 | e
o.ooa I s
o.sso I s
0.0001 s
o.ooel w0.3501 w
0.0001 w
o-o221 -
o.e8e IIII
uiw itzeo'*:lHl?i3.. lw ltzeosw
111 L--cl61C
It-*lllE""'"
I L--e | 1lee
lu/ | 12E{sw
I l---€161c
I t-olrroo
lF llti"Ti'llltIt
s.os I25.e01
0.00 |5.03 |25.90 Is.os I25.e0 |0.001s.os I25.s0 |0.00 |1.63 |73.1 e II
,?:3ll
0.001o o4l
37.651
0.041
20.651o.ool
0.641
37.651
o.ool0.e21'*l
IIIIII
ao
104
0
134941
46€
*.ri ''r.ri :lB
zrl 211 o
zsql 2o9l 1052
zsl ol *t
tltlitltllsozl 5o7l a25'l'10
tlttlltt
ilti ti tl{{"il{'ul'1"1''1
ItIl
\\\
-€-282
o
318 nrl 3377 1444
154c
1657
I
168
0124 Infiltration
b) Room ventilation 0 0
3600aa250
1 800Intemal gains Occupants @
Appliances @
472 109 5034 5212
Less external load
Less transfer
Redistribution
Subtotal
Duct loads o%oo
0
472
0
0
0
109
oo Oo/o
U
0
5034n
0
0
0
5212
014
472 109
r
5034
91
5212
29'lTotal room load
Air required (cfm )
2o12-Jun-1221 "58:14Page 7g *f* wrr*Sltt**Fk" Right-Suite@ U.niversalT l 03 RSU06972
;{fr& c:\Documents and settings \ROBERT HALL \My Documenis-wigntson HVnc \RALEIGH MODEL Sl 2224 rup
Riqht-J@ Worksheet
eitire House
KARTCHNER HOMES
Job: SFGBI
Date: JUNE8,'2012
By: ROBERT HALL
834442 Phone 745-A468197STOCKMANBLVD , RIGBY '
LIVING ROOM
56.0 ft
LO ft heat/cool
1.0 x 358.0 ft
358.0 fi'
1
e
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Ty Construction
numDer
U-value(Btuh/ft'z-"F)
Or HTM
(Btuh /fi 1
Area (ft') | Load
or perimeter tnl I (Btuh)
Area I Load
or perimeter I
Heat Cool CoolHeatN/P/SGross CoolHeatN/P/SGross
o.oool no.ssol n
0.0001 n
o.ooal e
0.350 | e
o.ooel s
0.350 | s
0.000 | s
o.ooal w0.3501 w
0.000 | w
o.o22lo.sasl :
IIIII
:lf-*ll?E "-
. I L---Dl11D0
,i lY--"ll?E '*
lY-.ll;:""-
I t-D | 11D0
I vl/ | 12E4swI L-olotcI L-o I ttoo
I c I 168-44ad
I F l22A49l
s.os I25.s0 |0.0o Is.oa I25.e0 |s.03l
25.9010.00 |s.os Izs.so I?:33173.1e III
llll '*l "ll ,#l
lgl :il '|;i,l ;ll
|\\
3l
,rs;l
Bzl
619 |0l'31
*il'l
III
II
o c) AED excuBion
Envelope loss /gain
-168
4160 21 68
2158 218
c124 Infiltration
13 lntemalgains: Occupants @ ?5o-Appliances @ 1800
6318 2387
Subtotal (lines 6to 13)
0
n
6318c
0
0
2387
0'14
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Qo/o 0o/.
6318
115
2387
133Total room load
Air required (c-fm )
printout certified bv ACCA to meet all reouirements of Manual 8th Ed'
, -}{* r+\rclxrlrc*eft" Right-Suit@ UniversalT l 03 RSUO6972 H iinntrr at 2r24ruo Calc
2o12-Jun-1221"58"14
.{(j{:}r C:\Documents and Settings \ROBERT HALL \My Docum"ni"-rW'igt'iton HVnC \MLEIGH MODEL Sl 2224 rup Calc Page I
Main flo<
*{50
"ft
BED 3
.{35
"fm
"{ 14s "fm
BED4
KITCHEN/DINING
=1tZS cfm MASTER BED
LIVING ROOM
Scale: 1 : 82
Page 1
Rightsuite@ Universal
7.1.03 RStD6972
2o12-Jurv12 21:58:41
\Documents and Settings\ROBER
KARTCHNER HOMES
197 STOCKMAN BLVD
RIGBY,!D834442
Phone: 745-8468
Job #: SF6B1
Performed bY ROBERT HALL for:
SFgB1
ID
Basemer
Scale: 1 : 82
Pagez
Right-Suit@ Universal
7.1.03 RS1,.06972
2012-Jurv12 21:58:42
:\Documents and Settings\ROBER..
KARTCHNER HOMES
197 STOCKMAN BLVD
RIGBY,lD834442
Phone:7454468
Job #: SFOB1
Performed bY ROBERT HALL for:
SFSl
ID
Duct System Summary
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
SF9B1, KARTCHNER HOMES
ID
Job:
Date:
By:
SF6B1
JUNE8,,2012
ROBERT HALL
197 STOCKI\4AN BLVD
External static Pressure
Pressure losses
Available static Pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Heating
0.70 in H2O
0.35 in H2O
0.35 in H2O
0.16 /0.19 in H2O
0.069 in/100ft
880 cfm
Cooling
0.70 in H2O
0.35 in H2O
0.35 in H2O
0.16 /0.19 in H2O
0.069 in/100ft
880 clm
Total effective lengthfEl)
175.0
0
200.0
165.0
0
200.0
155.0
0
190.0
165.0
170.0
170.0
90.0
200.0
185.0
165.0
st2
st1
st2A
st2
st2
st2
st2A
st3
st3
st1
19.0
0
18.0
36.0
0
32.0
44.0
0
33.0
45.0
38.1
31.0
5.0
19.0
26.O
22.0
ShMt
ShMt
shMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0.083
0
o.074
0.080
0
0.069
0.081
0
0.o72
o.077
0.o77
0.080
0.170
0.o74
0.076
0.086
'31
6.0 |6.0 |0
6.0
6.0
0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
3
36
75
42
35
42
42
42
145
145
67
67
6
125
5
4
til
88150l
28
05
05
05
46
46
57
57
I
60
I
20
h 785
h 640
h 4871
h 2759
c 635
h 5776
h 5775
h 746
c 2606
c 2606
c 1193
c 1193
h 472
c 2247
h 509
h 1099
BASE BATH
BED 1
BED 2
BED 3
BED 4
FLEX ROOM
FLEX ROOM.A
FLEX ROOM -B
KITCHEN /DINING
KITCHEN /DINING -A
LIVING ROOM
LIVING ROOM -A
MASTER BATH
MASTER BED
MASTERWC
8x20
8x 12
8x8
8x8
Botd litatic values have been manuatlyt overridden
dJ- ra*rightssff Right -Suiie@ U niversal 7'1'03 RSU 06972
c:\Documents and Settings \RoBERT HALL \My Documents \Wrightsoft HVAC \RALE|GH MoDEL S| 2224,rup Qa|c
2O12-Jun-122'l i58:17
Page 1
\ame
Grill
Size (in)
Htg
(cfm)
clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb5
rb7
rb6
rb2
rb1
rb3
rb4
0x0
0x0
0x0
0x0
0x0
0x0
0x0
87
115
54
193
117
209
105
83
133
151
117
42
83
271
272.0
148.0
120.0
95.0
177.0
223.0
0
0.069
0.128
o.157
0.199
0.107
0.085
0
275
421
479
611
370
331
856
5.9
6.2
6.2
6.5
6.1
7.9
0
14r.25
14fr.25
14fr.25
14f.25
14fi.25
2-14f.25
14fr.25
10)€
10)€
10)€
10€
10)€
2-1Ox18
10)€
SJSp
SJSp
SJSp
SJSp
SJSp
SJSp
SJSp
rtlB
rt1
rt1
rt1
rtl
rtlA
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
rtlB
rt1
rtlA
PeaK AVF
PeaK AVF
Peak AVF
87
775
296
83
609
166
0.069
0.069
0.069
195
697
533
5.9
13.5
9.4
8x8
8x20
8x10
ShtMetl
ShtMetl
ShtMetl
rtlA
rt1
d*- urrrrigrhtsctrt.
C:\Documents and Seltings
Right-Suite@ U niversal 7.1.03 RSU 06972
\ROBERT HALL \My Documents \Wrightsoft HVAC \RALEIGH MODEL Sl 2224.rup Calc
2O'12-Jun -'12 21 :58:17
Page 2
Energy Code:
Location:
Construction TYPe:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree DaYs:
Climate Zone:
Construction Site:
REScheck Software Version 4'4'2'3
Owner/Agent:
Gom pl iance Certificate
2009lEccRexburg, ldaho
Bii8:?#i:"Iro deg. rrom North
174fe,
8o/o
8693
6
Designer/Contractor:
10.0
6.0Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o.c.
Orientation: Front
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Front
Door 1: Solid
Orientation: Front
Wall 2: Wood Frame, 16" o.c'
Orientation: Left Side
Window 2: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Left Side
Door 2: Solid
Orientation: Left Side
Wall 3: Wood Frame, 16" o.c.
Orientation: Back
Window 3: Vinyl Frame:Double Pane with Low'E
SHGC:0.35
Orientation: Back
Door 3: Solid
Orientation: Back
Wall 4: Wood Frame, 16" o.c.
Orientation: Right Side
Window 4: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Right Side
11
o
'a,7
14
b
3'l
20
0
35
30
0.300
6.0
6.0
21
766 13.0
41
21
660 13.0
57
21
741
87
0.350
0.300
0.350
0.350
174
,tu,f, '' €'' "il J;, lj,*::;:"x5,' n h eated
ii:t11",,1;lTiLi"1llJ::.i:"ii',13 .EER -F^oryaqf'.ffiff.5
comptiance statement: rhe proposed building desisn described,h:1,1lt-?ltfj::tyi^T:,t1"*:,?LT;'":t""iJ:Tti::tJ',*;tl::;
"'":ffiffi: Lliiiiiill'*'ii i',"";:;ftffi;iil;. il; froposed buirding has been desisned to meet the 200e lEcc requirements in
rL ^ FF6 ^L^^r, l^^^^^lian t"haalzlietl?:5:il'":'r:,:ffi;:l # i"lil;ffi;ili." '""i"to.v requirements tisted in the REScheck Inspection checklist'
Compliance: 0.2% Better Than Gode
Project Title:
Data filename: C:\Users\Owner\Documents\REScheck\REGH IGH'rck
Report date: OOl12l12
Page 1 of 5
Name - Title Signature Date
Project Title:
Daia fi lename: C:\Users\Owner\Documents\REScheck\REGHIGH'rck
Report date: OOl12l12
Page 2 of 5
REScheck Software Verston 4-4-2.3
Inspection Ghecklist
Geilings:
tr ceiling 1: Flat ceiling or scissor Truss, R-40.0 cavity + R-10.0 continuous insulation
Comments:
Above'Grade Walls:
E watt 1:Wood Frame, 16" o'c', R-13'0 cavity + R-6'0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall'
E Watt 2: Wood Frame, 16" o.c., R-13.0 cavity + R-6'0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall'
Comments:
Comments:
Comments:
E watt 4: Wood Frame, 16" o'c', R-13'0 cavity + R-6'0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall'
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
E watt 3: wood Frame, 16,,o.c., R-13.0 cavity + R-6.0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall'
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 - FrameType Thermal Break? - Yes - No
Comments:
Doors:
E Door 1: Solid, U-factor: 0.300
Comments:
E Door 2: Solid, U-factor: 0'300
Comments:
fl Door 3: Solid, U-factor: 0.010
Comments:
Floors:
E Floor 1: Slab-On-Grade:Unheated, 4.0' insulation depth, R-30.0 continuous insulation
Project Title:
o"ti ni"n"t"' C:\Users\Owner\Documents\REScheck\REGHIGH'rck
Report date:
Page 3
06112112
of5
Comments:
Slab insulation extends down from the top of the slab to al
total distance of 4.0 ft.
Heating and Gooling EquiPment:
B Furnace 1: Forced Hot Air: 92 AFUE or higher
least 4.0 ft. oR down to at least the bottom of the slab then horizontally for a
Make and Model Number:
E Air Conditioner 1:
Make and Model
Electric Central Air: 13 SEER or higher
Number:
Air Leakage:
tr Joints (including rim joistjunctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or othenrvise sealed with an air barrier material, suitable film or
solid material.
tr Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between
window/door iambs and framing.
tr Recessed lights in the building thermal envelope are 1) type lC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering'
D 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: lnstalled on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b) Ceiling/attic: Air barrier in any dropped ceiling/sofiit is substantially aligned with insulation and any gaps are sealed'
(c) Above-grade walls: lnsulation is installed in substantial contact and continuous alignment with the building envelope air banier'
(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:
tr 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'
- Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications'
Duct Insulation:
tr All ducts not completely inside the building envelope are insulated to at least R-6.
Duct Construction and Testing:
tr Building framing cavities are not used as supply ducts'
tr All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems' Tapes, mastics' and fasteners are rated UL '181A or
uL lglB and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least'l 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'
continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in'
D All ducts and air handlers are located within conditioned space'
Temperature Controls:
rt At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for
u the heating cycle and 78 degree F for the cooling cycle'
w.g. (500 Pa).
Report date:
Page 4
06112112
of5
3:lf?lJ:il"' c:\Users\owner\Documents\REScheck\REGHIGH'rck
tr
tr
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 incruded 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
Bui|dingMechanica|and/orServiceWaterHeating(Sections503and504).
Circulating Service Hot Water Systems:
tr Circulating service hot water pipes are insulated to R-2'
tr circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulationl
tr HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3'
Swimming Pools:
Heated swimming pools have an on/off heater switch'
Pool heaters operating on natural gas or LPG have an electronic pilot light.
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 Requirementsl
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 satisfy requirement'c').
Certificate:
E 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
Project Title:
Dat,a fi lename: C:\Users\Owner\Documents\REScheck\REGHIGH'rck
Report date: 061'1212
Page 5 of 5
50.00
19.00
30.00
Window
Door
af 2009 IECC EnergY
ryl Efficiency Certificate
Geiling / Roof
Wall
Floor / Foundation
Forced Hot Air Furnace
Electric Gentral Air Conditioner
Water Heater:
Ductwork (unconditioned sPaces):
Date: -Name: -
Comments
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