HomeMy WebLinkAboutALL DOCS - 12-00262 - 952 S 2275 W - SFR{tttY i}F-: *---
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Gertificate of Occupancy
Gity of Rexburg
Department of Community Development
35 N. lst E. / Rexburg, lD. gg44}
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Gonstruction:
Design Occupant Load:
Sprinkler System Required:
12 00262
International Building Code
952 S 2275W
Single Famify Residential
Type V, non-rated
N/A
No
2009
Name and Address of Owner: Stake Development Inc
601 S 1700 W Ste A
Logan, UT 94321
Contractor:
Special Conditions:
Kartchner Homes
Occupancy:Residential - 2 units or fess, permanent in nature
Date C.O. lssur
G.O lssued by:
Building Official
This certificate, issued pursuant to the requirements of section 10g of the lnternational Buildhgcode' certifies that, at the time of issuancV, this buitding or that portion of the buitding that wasinspected on the date tisted was found t2 be in
"oipiiu"n"e with the requirements of the code forthe group and division of occupancy and the use for which the propoil|"i""rp"ncy wasclassified.
,/
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 build-ing or'any portt" inlruof until the Building officiat has reviewed andapproved said future changes.
Plumbing
Electrical
Fire f nspect "r, frl lft
P&Z Administrator N/ A
-"i:1 9' I
F.EXBURG
cls,----*-
Atn er ica\ Familv Co mmuni tv
Please Complet#ie Entire Application!
If the question does not apply fiII in NA for non applicable
RESIDENTIAL BUILDING PERMIT APPLICATION
35 N 1" E,, REXBURG, ID 83440
208-372-2326
PARCEL NUMBER:( We will ptovide this fot you)
SUBDTVISION: .fr,rn.n.erf i e- i d UNIT# B LOCK# ,3 LOT# Tf
(Addtessing is based on the infotmation - must be accurate)
Dwelling Units:Patcel Actes:
APPLICANT (If othet than own
(Applicant if other than owner, a statement athonzrng appJicant to act as agent fot owriet must accompany tlis application.)
APPLICANT INFORMATION: ADDRESS CITY:
STATE,: ZTP-EMAIL FAX
PHONE #: Home f )Work( ) Cell( )
iB ll) zrPg"ry{" I
cert$*^ .. -tt , -'! -i :1.4-I l, 1 V '/ t
How many buildings are located on this property?
DidIourecent12gu{asethispropettyl4$lv.,(Ifyes,l.istpreviousowner,sna.e)-
Is this a lot spllt?- NOI YES please bring copy of new legal description of property)
PROPOSED,--*-'--":,-^ ,....-(i.e., S:nqldFamily Resrden&JMulti Familn Apartments, Remodel, Gatage,Commercial, Addition, Etc.)'.'''-'." *?
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I heteby certify that I have read this
application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and coffect. I agree to comply with all City regulations and
State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property
for inspections pulposes. NOTE: The building offrcial may tevoke a petmit on approval issued under the ptovisions of the 2003 Intemational Code in
cases of anv false statemefit sentation of fact h the application or on the plans on which the permit or approval was based. Permit void if not
started withi id if work stoDs for 180 davs.
-5-,3 ,/z
DATE
- BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non-tefundable and are paid in full at the time of application beginning lazaag-XZO6
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
xxBuilding Permit Fees are due at time of application** *ltBuilding Permits are void if your check does not clear#
Applic
wSignature
il ,,
Building Sofety Deportmenl CITY OP
35 N. I"t 8,, Rextru<g, Id 83{40 clty ol Rexburg REXBIIRG
tlr r rl atl Fanily 6 u n n ni ty
OIW4{ER'SNA},IE
PROPERTYADDRESS Pernir#
Vater Meter Quautlty;*+***s*+****+*Watef Metet SiZe:
RequitedM Plumbing
nx(htf))i.35 "/307,
,?:^f,Y,:f f ,Hlfi""#Hy)"T:::l-"jt-r.'#.:lggsysrcmlco,,u,?r*ao"il"of;;I!,'i!:,;:',i,,{#f,:;':l:,:;!!'l;f:f:;th'wi "irot'a;tr&" *f,;i;;;';,fr;;;#:;t;;ii',i;; ,,a,,,*tttatlatto,,tttol ,tfitllica@ treilioncd ekctybav oil ftilona).o Up co gt0p00 tst $_olsyelq x0.02) + 60; $
: t::::"',9*,00r - 9100,000 1t .,llm,t "Fn-.* _ iir.6ool " o.or; * $2oo = gtr Ovct 9100,001 ( (totel cosr of system - 10400"0) x o,o6S; fii,tfo = gRESIDENTIAL
Nclvi $1nt1o p^mfit [sa12'* tncludlng all bulldlngt rt llh vrdng ltclng conurvclcd o' crch propcrry. 1*Bue:d on tlutag cpace,ecc dcfialrloa belotU)
a Up to 1,500 oq ft _ $130 br 7 E/.:- t^ a cA _ .-tr 2,s01 ro3,500:qtr_$260 r lff::;jss:lil-fl3i
" .ilrTifll:11'"*3:tJTJBror eech rddicional 1p00 sq ri orportion n.'*rj$izr+ ($6i x # oraddirionnr
Nev lifiiltl-Pe"rtty n" Wog (Coomffi; Ontnttr DuplcxApnftncnrg260
o Thrcc ormotelulti-fnmily units: $130.pcr buildin-gplus g65 pcrunir: ($130x *Lof buitdiagc) + ($65 -x # of unirgE ExletlngReeldence, andDctqchea s!1n: $651;;h"ii0;"rrot,i[ tnTGt*urn of the correapondingsq. fr. of rhe building ($65 + (s10 x # or rr.yhuest-- 5--v r'v E
tr GrayVater Sye terns; gftt0
o llyr,Sprtnklere/BsckflowDevtcer g65
o Modular, Mqnuf*ctured or Moblle }ronree: fi65 for scrver and rvercr stub conncctionso M'ldp.tpose FLe sprtnklet and Dorre.tr. v"tut s"lpiy system: g65 fec or g4 p* sprintrlcr hcad, rvhicheveric gtcater
Sevet & lYater
tr $36 scrvcr Linc n$38 s0ntct Linc o$65 scrvcr & vatcr- if iospcctcd at thc satnc tiinctr $65 Sover turnerouod undcr hou.sc (chengc fr"^ ,;p,i;;;;gMISCELI.ANEOUS
rl PIan Chccl<r $65 pcr hour
tr Technlcol Servlce: $65 per hour
, o Ges Llnel965
o WaterHcaterReplacemeirtl g65
tr Rcquco(cd Inepcctlonl 965
tr Hydrodc Heaclngt 965 + ($10 x # of manifolds/zones)*Living Spacc - opacc lvithin a d'rvclting unit intcndcd 6orAuman habitation vhich may,rcasonably bc rrtilizcd for urccping. cating, cooking,bathina rvaehing' zccrcation, ana uattitr'tion f6; .An unfinished nouo.."r-i-, conaidcrcd prri of thc riving upacc.
Liccnec nwnbct &
Building Sofety Depqrlment
1: N. 1',E.-.1le1bury, rd 83440 City of RexburgPhone - (208)359-3020 / Hotline - (20g)372_2344 / Fa,x - Onl\?qc)_?n ,
PROPERTYADDRESS
SUBDryISION Permit#
r:sasE -rr'\uu T.f.)T BLOCK
CITY OT
BTXB"-,!I[g
An e t ica's Fh m i Iy C an w u n i ty
OWNER'S NAME
Requircd!!!Mechanical
(C'MMERCTAL/TNTDUSTRIAL) Total:::t gfpl"pbing system (contractedAmoun0 $_
f,:,',!,i;,::: r:: :/:;::;;i:;::,:':',! ;f#i':; ,{ ',::,u;g,'*rhn* ; };d;;;F,nier tbb inspution spe ,h a// app!, n o,s,i,a)a ),,r,*nt
tr Up to $10,000 ^_ itotal cost of system x 0.02) + 60 = $tr Between $10'001- $100,000 C r@ x 0.0i) + g260 = gtr ovet $100,001 ((@ x 0.005) + g1,160 = gRESIDENTIAL
hfew: single Fanily Dwelling, iacluding aII buildings with wfut'ng being, constructed on each properqt (*Based on Euing.space,see definition below)
D_ Up to 1,500 sq ft - g130
f 2,507 to 3,500 sq ft _ g260' tr Over 4,500 sq ft 9325 plus g65 for each additional 1.000
New: Mulrt-Fatnily Dwerring (conttactots 33;
* <Uuu "
tr Duplex Apartment 9260
D 1,501 to 2,500 sq ft _ g195
D 3,501 to 4,500 sq ft _ 9325sq ft. or portion thereof
tr Three ot mote multi-family uflits: $130 per building plus $65 p_er unir ($130 x # of buildings) + ($65 x # of units)tr Existing Residence, Modulat, Manuiacturea oi iltotit. fro*..
";d D.t .h.d shop: g65 fee plus g10 perxxHVAc equipment being installed up to tl'e maximum of the coresponding sq. ft. of tJre building
MISCELLANEOUS
($65 + ($10 x # of fixtwes) I
tr Plan Check 965 perhout
tr Technical Service: $65 per hour
tr Gas Line:965
D Water Ffeater Replacement: $65
tr Requested Inspection: $65
tr Fireplace/Solid Fuel Butning Appliance: g65 per inspection
7
35 N. 1,r E., Rexbutg Id 93440
Phone- Q08)359-3020 /Hottine - e0B)372_2344 /Fa:x_ (208)35s_3022
OWNER'S NAME
PROPERTYADDRESS
SUBDI\IISION
PHASE Lor-BLot-
CITY OF
City of Rexburg BETRBq
tltntrical Ihr n ily Co nmunilt
Permit# l7 DOZIIZ
?ntm*ont Pauter
Requircd!!!ELECTRICAL
(COMMERCrAL/TNDISTRTAL) Total cost of electical syste- 1ao1r,r"",edAmount) $_(ncludu the n$ of nateial: in:talled :c.ty/": of ihepaxl, :uppfag it. Thefeet liited mder thb inrpection lpe thall applt to an1 and all eluticalnot spuifcalj nentioned ehewbere on thitfora).
! Up to $101000 ^- (total cost of svstem x 0.02) + 60 = $tr Between $10'001 - $100,000 1 (t"t"l -.r o?Iyrt.* - rbboo) x 0.01) + g260 = gD ovet $1oo,oo r r@ x o.oo5) + g1,160 = gsmall votks (conttactors oNL!: $1be. fo, -oE rotE*-.dirgig200 in'cost *Jrro, involving a change inservice connections. Does NOT require inspection.
RBSIDENTIAL
AIew: stagle FamilyDwelhng', iacluding all buildings with witing being constructed on each ptopetqr. (*Based on Euing.space,see defraition below)
n Up to 1,500 sq ft _ 9130tr 2,501 to3,500 sq ft - g260 F 1',501 to 2',500 sq ft - $195
! ovet 4,50'0 sq rt'$325 plus g65 for each additional 1,000 sq ri.r'r':ff#*:,tlif:'#1-'fuuu x #cf_additional_ _ _ 1..000 sq. ft. or portion thereoO).
IVew: Multi-Fatn ily Dwelling, (Coatnctoii Oaly1
tr Duplex Apartrnent $260D Thteeormoremulti-famiiyunits: $l30perbuilding_pl1lespefunir ($130x#ofbuildings) + ($65x#of units)tr Existing Residence, Modulat, Manuiactut"a ortuotit. fro,,r.r, and Detached shop, g65 fee plus $10 per
"x'::*'t.:::li:*,TT-Y."fP-..:-"j'.'p-.lg3csq.ft'ofthebddhg@itsttDCenttalHeanng/CoolingSystems:$65WhenNoT;;.i".**'ia."aiffi,,",
Witi"g
! Spas, Ffot Tubs, and Swimming pools: $65 fee for each tdp to inspectPuntps-Vate4 lrigation, Sev,age (each motit)
! 965 up to 25Hp ng95 _ 26 to 200Hp 1g130 over 200 Hp
MISCELLANEOUS
D Temporary constuction services ONLY 200 ampor less, one locatioa (for a pedod not to exceed 1 year) - $65D Temporary Amusement $65 fee plus $10 pet tide, ior..rrioo or generatorD rrrigation Machine: $65 for center pivot plus $10 per tower of ddve motortr Technical Service: $65 per hour
D PIan Check $65 perhour
tr Requested Inspection: $65
lffi;:|;;4ru;xH;1:LTi,,H'"ff:3":'1rixn*l'n::::3:n T:tfi::"*rv b.. :q-otd for sreepins eating, cooking,is considered part ofthe Jiving space.
Date
8
Building Sofety Depqrtmenl
35N l.tE
Rexburg, ID 8U40 www.rexburg.org
City of Rexburg
Phone: 208.372.2326
Fax: 208.359.3022
SUBCONTRACTOR LIST
Excavation & Earthwork:
Cot.r.t.r C
Masonry:(:,.. r l.rL |rl, f L\rs 5 *rne-1€,{i.5J'tp
REXBURG
An tei cals Fam ily Co mmunily
OF
5ag-tl.er
Ro..ndr A.o{,'n"ytt, titl t-'- p5't5
Insul {i!.d riils -t-ns '.ic--l-i c ,oQ t:; l' tl { ?, a
Drywall:
Floor
Coverinss:- bt, lticscns 5t2-t]-i )
Plumbing:n^.Iinc 3qa- 3e17 r
Hr^fug
p,l..tri.* Sfcrrric,*d, f feo:f'*;c- 7'lf " 855-s
Special Construction
(Manufacture r or Supplier)
Roof Trusses:rzr.n 14 I ,-1-r r-r s S 5 ) - L,t o (,.
Floor/Ceilin gJ"i"r"t
Siding/ExtenottAm: flLL SeaS*nS ,7rcl- 585Q
Other:
;, Itl . ,t J5- )rt f
5'4 l- luaa
Buililg Safety Eeportment a
www.rexburg.org
OF
35N I'tE
Rexburg,|D83440
Cify of Rexburg
Phone; 208.372.2326
Fox: 208.359.3022
REXBURG
A n e ri c a\ Fnr nily C o m ffi u: n i Iy
Remodeling Yout Building/Ifome (need total constn:ctions estimate, excluding fre, electical, plumbing,
and Mechanical valuations) $.
Residential
SURFACE SQUARE FOOTAGE: (Shall indude the extetiot wall measurements of the building)
First Floor Atre bAg Unfinished Basetnent atea
Second flootfloft area I AGO Fintshedbasernent
Third floor/Ioft a .Gatagearc^ qW
Shed or Bam CarportfDeck (30" above grade)Area
CommerciaI
Construction Type:OcsuDancv Twe:
SURFACE SQUARE FOOTAGE: (Shall indude the exterior wall measurements of the building)
New Construction sq. ft.
Cornrnercial Remodel sq. ft
Commercial Addition sq. ft.
Utility, Msc. Pdvate Garage sq. ft
Storage sq. ft.
Multi-Family/Siagle Student Housing
sq. ft. Der uflt
Manager Unit sq. ft.
Done NA
lt
t2 00262
952 5.2275 'W. - SFR
06t0s/2012
Routing:
Quinton Owens (Please review by Friday, June g)
Please complete the following:
Done NA
I I Review Plans
n r Enter Notes for the applicant under submittals
! I Update status in the Approvals tab
I I Return building plan and this check list to Amanda Saurey
Notes:
12 00262
952 S. 2275 W. - SFR
Office Copy
For:
Plan #:
Location:
From:
Structural Calculations
Kartchner Homes
Standford
Summerfield Subd, Block 2Lot 4
Rexburg, Idaho
York Engineering Inc.
3May 2012
2329 W. Spring Hollow Road
Morgan, Utah 84050 (801) 876-3501
Design Criteria IRC 2009:
RoofLoad:
Live Load (PSF)
Dead Load (PSF)
Floor Load;
Live Load (PSF)
Dead Load (PSF)
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
Concrete PSI (fc'): 2500 (found.), 2500 (slabs), 4000 (susp. slabs)
Concrete Reinforcement: ASTM ,{615 Grade 60
Site Conditions: Dry & Stable granular based,2000 PSF Bearing Capacity, Granular Based
Backfill (KH:35 pcf,I(P:225), Slope not to exceed 2l%o,Minimum setback from slopes of
25',
Dimensional Lumber: Hem or Dous Fir #2 & BTR
Steel: ASTM ,4.36
Use Simpson straps and tie downs, and meet nailing, reinforcement and other structural
requirements as noted on the drawing and within the pages of this document. These structural
calculations are based on conditions and assumptions listed above. If the conditions listed herein
are not met or are different it shall be brought to the attention of the engineer. Roof Truss and
beam system to be engineered by the supplier. This engineering assumes that the building site is
dry and stable, a high water table or adverse soils such as plastic clays, fills etc. could cause
future flooding, settlement, site instability, or other adverse conditions. Verification of and
liability for the soil bearing pressure, site stability, and all other site conditions, including site
engineering as required, is the responsibility of others. These calculations and engineering are
for the new building structure only and do not provide any engineering analysis of or
liability/warranty for the non-structural portions of the building, or the site itself. 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 life due to seismic activity andlor high wind conditions. The contractor shall
verify all conditions, dimensions and structural details of the drawing. Multiple use of these
40
15
40
10
INIIIINO
calculations is not permitted.
All exterior walls shall be sheathed with 7116" APA rated structural wood panel. Block allhorizontal edges | /2" nominal or wider. Sheathing shall extend continuous from floor to topplate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less than12,, fromedge 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 naiito rim and wallplates 6" O.C.
The following general requirements shall be followed during construction:
1. Contractor to verify all dimensions, spans, & conditions and notify engineer of any 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: #4barc continuous for all footings
2: # 4 bars each side of openings & 2 # 4 barstop & bottom extend 36" beyond opening8. 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.
1 1. Contractor shall assure that all materials are used per manufactures recommendations.
12. Site engineering and liability shall be provided by the owner/builder as required.
13. Connect beams & headers over 6 ft., to trimmers with appropriate connectorslhangers.
14. Contractor shall assure that footings are properly drained and that soil is dry and that footingsrest on undisturbed native soil below local frost depth and that building horizontal clearancefrom footings to ascending slopes be a minimum of 25 feet and that the intent of IRC sectionR403.1.7 is met.
15. The contractor shall conform with all building codes and practices as per the 2006IRC.
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 4g" either side of step
20.If gatage return walls are less than 32" wide then extend headers across .ito.n walls with 2king 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 Yz" 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 Geoiechnical reporrs.26. Stacking of two sill plates is permitted with 5/8" J-boltsthrough both plates. Stacking morethan two plates is not permitted without special engineering
Location: Summerfield Sub Block 2Lol4, Rexberg
Plan: Standford
Date: 3 May 2012
20
0.55
20
0.40
22
0.55
1.50
1.95
1.30
Slab on Grade
back front left
150 150 150
2500 2500 2500
333
3.00 3.00 3.00
36 36 36
0.67 0.67 0.67
888
0.30 0.30 0.30
1.50 1.50 1.50
18 18 18
0.67 0.67 0.67
888
0.15 0.15 0.15
1.50 1.50 1.50
right interior
150 150
2500 2500
33
3.00 0.08
36 1
0.67 0.67
88
0.30 0.01
1.50 1.50
18 18
0.67 0.67
88
0.15 0.15
1.50 1.50
125 125
1500 1500
0.16 0.00
40
0.11 0.00
20 12
0.40 0.18
24
0.05 0.10
0.56 0.28
1.01 0.44
0.67 0.29
Footing Calculations
Concrete Specs
Density (pcf)
Strength (psi)
Clear Cover Thickness (in)
Foundation
Overall Height (ft)
Height (in)
WallThickness (ft)
Thickness (in)
Weight (kipsilft)
Footing Specs
width (ft)
Width (in)
Height (ft)
Height (in)
Weight (kips/lft)
Area per lft
Soil Specs
Density (pcf)
Soil Pressure (psf)
Weight (kips/|ft)
Building Loads
Roof span
Roof (kips/lft)
WallHeight (ft)
Wall Load (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Galculations
TotalWeight on Soil (kips)
Soil Load (ksf)
Required Footing Wldth (in)
Required Footing Depth (in)
125
1 500
0.16
125
1 500
0.16
33
0.91
20
0.40
22
0.55
1.86
2.31
1.54
125
1500
0.16
4
0.11
20
0.40
2
0.05
0.56
1.01
0.67
1E lE lE 18 lE
88888
Plan: Standford
Date: 3 May 2012
Location: Summerfield Sub Block 2 Lot 4, Rexberg
Sawn Lumber
Load Parameters
Floor Live Load(psf)
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(plD
Wall Height (ft)
Wall Weight (psf)
Wall Load(plf)
Roof LL (psf)
Total Roof Load(psD
Roof Span(ft)
Total Roof Load(plD
Beam Weight (plD
Live Load (plf)
Total Load (plf)
Reactions & Moment
Duration lncrease
Beam Span(ft)
Reaction 'l (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Determine Beam Size
Depth Estimate (in)
\Mdth 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 U
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection FrS
Selection
11
36't162 2500
1162 2500
871 3750't162 2500
RB.2 RB-3 RB-4 RB.s FB-2 FB-3 FB-s FB.7 FB-8 FB-g
40 40 40
50 50 50
21113
50 275 325
999
20 20 20
180 180 180
40 40 40
55 55 55
10 28 30
275 770 825
4.4 8.3 4.4
240 780 860
509 1233 1334
40 40 40 40 40 40 40
50 50 50 50 50 50 50
000071730
0000't75425750
0007990
20 20 20 20 20 20 20
0001401801800
40 40 40 40 40 40 40
55 55 55 55 55 55 55
8283023480
220 770 825 55 935 220 0
8.3 4.4 8.3 4.4 5.6 8.3 4.4
160 560 600 40 820 500 600
228 774 833 199 1296 833 754
1
11
1256
1256
3453
1256
11',!
636
598 1943 2500
598 1943 2500
897 1457 3750
598 1943 2500
240 240 240 240
0.3 0.15 0.3 0.15
1111
3453't132 1019 3083 2002
1',132 1019 3083 2002
849 1019 3854 1501't132 1019 3083 2002
9.25 7.25 9.25 7.26 9.25 9.25 7.25 7.25 9.25 7.25
4.534.5334.5334.53
1.20 1.20 1.20 't.20 1.10 1.20 1.20 1.20 1.20 1.20
41.63 21.75 41.63 21.75 27.75 41.63 21 .75 21 .75 41.63 2',t.75
297 95 297 95 198 297 95
646 398 701 410 409 701 3871020 1020 't020 1020 935 't020 1020 1020 1020 1020
1.58 2.56 1.45 2.49 2.29 1.15 2.63 2.19 1.42 1.49
180 180 180 180 165 180 180 180 180 180
4995 2610 4995 2610 3053 4995 2610 2610 4995 2610
3.98 2.25 2.00 4.36 1.57 2.00 2.31 2.56 1.62 1.30
0.69 0.96 ',t.37 0.49 1 .60 't .37 0.93 0.84 I .69 1 .65
1300000 1300000 1300000 1300000 1300000 1300000 1s00000 1300000 1300000 1300000
0.'t4 0.01 0.05 0.01 0.01 0.04 0.01 0.01 0.03 0.01
360 360 360 360 360 360 360 360 360 360
0.37 0.10 0.20 0.20 0.10 0.20 0.10 0.13 0.17 0.10
2.68 12.14 4.41 21.24 't7.21 5.29 11.33 11.95 5.86 7.90
0.19 0.01 0.06 0.05 0.01 0.06 0.01 0.02 0.04 0.o2
9s 297 95
465 721 685
240 240 240
0.55 0.15 0.3
240 240 240
0.2 0.25 0.15
2.82 {3.16 4.76 6.39 16.34 4.76 {3.51 8.44 5.56 7.61
3: 2 x 10 2:2xB 3:2x10 2:2xB 2:2x10 3: 2 x 10 2:2xB 2:2x8 3:2x10 2:2xB
Plan: Standford
Date: 3 May 20'12
Location: Summerfield Sub Block 2Lot4, Rexberg
RB-6 FB-4LVL 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)
Wdth 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
16
1 856
1 856
7426
1 856
45
11.88
3.5
42
2604
17862
489
2.41
285
7900
4.26
0.71
1 900000
0.25
360
0.53
2.10
0.37
240
0.80
2.17
2:11718"
1
10
3822
3822
9556
3822
77
9.50
5.3
50
2684
17662
375
1.85
285
9476
2.48
0.97
1 900000
0.19
360
0.33
1.76
0.24
240
0.50
2.07
3:9 /2"
FB-10
40
50
2
50
9
20
180
40
55
10
275
12
240
517
1'12
3102
3102
9307
3102
75
11.88
3.5
42
2604
17862
489
1.92
285
7900
2.55
1.18
1 900000
0.12
360
0.40
3.32
0.26
240
0.60
2.31
2:11718"
1
12
8438
8438
25314
8438
115
14.00
5.3
74
2546
36387
1201
1.44
285
1 3965
1.66
2.14
1900000
0.18
480
0.30
1.63
0.29
360
0.40
1.39
3:14"
F8.11
40
50
13
325
9
20
180
40
55
32
880
21
900
1406
F8-6
40
50
30
750
0
20
0
40
55
0
0
14
600
764
40 40
50 50
028
0 700
00
20 20
00
40 40
55 55
320
880 0
12 14
640 560
892 714
RB.1
40
50
0
0
0
20
0
40
55
8
220
12.1
160
232
11
9 11
4014 3930
4014 3930
9032 10806
4014 3930
97 79
11.88 9.50
3.5 5.3
42 50
2604 2684
17862 17662
489 375
1.98 1.63
285 285
7900 9476
1.97 2.41
1.53 1.00
1900000 1900000
0.10 0.26
360 360
0.30 0.37
2.95 1.42
0.14 0.33
240 240
0.45 0.55
3.18 1.67
2:11718" 3:9T2"
Plan: Standford
Date: 3 May 2012
Location: Summerfield Sub Block 2 Lot 4, RexbergTJI Joist
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simplo Span Joist
Duration Increase
Joist Span(ft)
Joisl Spacing
Joist Weight (plD
Joist Loading (plD
Max Reaction (lbs)
Max Moment (FtLb/lf)
Max Shear Lb
Determine Joist Size
Depth
Max Moment 1 00% (fiibs) =
F. S. for moment =
Max Shea|100% (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
1r0
12
I 1.88
12
16
z.a
69
415
1245
415
117t8"
3015
2.42
885
2.13
2.00
0.40
0.60
238
o.12
0.16
3.28
3.80
210
15
11.88
1
15
16
2.8
521
1 954
52'l
117t8"
3620
1.85
980
1.88
2.OO
0.50
0.75
283
o.24
0.31
2.07
2.38
360
20
14
560
28'14
10
40
50
10
40
50
10
40
50
10
40
50
'll 7/8" 110's@16"o.c 117t9', 21O's@16', o.c
1
20
16
3.3
70
700
3498
700
14'.
7335
2.10
1080
1.54
2.OO
0.67
1.00
612
0.46
1.88
2.15
14" 360's @ 'l6" o.c
'l
28
16
4.2
71
992
6945
992
14"
11275,t.62
1265
1.28
2.00
0.93
1.40
YZO
0.88
1.'t 6
1.O7
1.20
'14" 560's @ 16" o.c
Plan; Standford
Date: 3 May 2012
Location: Summerfield Sub Block 2 Lot 4, Rexberg
BCTJOTSTS
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Jolst
Duration lncrease
Joist Span(ft)
Joist Spacing
Joist Weight (plo
Joist Loading (plf)
Max Reaction (lbs)
Max Moment (Ftlb/lf)
Max Shear Lb
Determine Joist Size
Depth =
Max Moment 100% (ft-lbs) =
F. S. for moment =
Max Shear 1007o (lbs) =
F. S, for shear =
Live Load (U360) =
Total Load (U2aQ =
El x 10^6 (lb-in^2)
Kx'10^6 (lbs)
Live Load Deflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
Selection
6000
17
1{ Rq
10
40
50
1
17
19.2
z.c
83
701
2980
701
11 718"
JO/U
1.23
1175
1.68
0.57
0.85
JUC
0.43
0.56't.31
1.53
11 7n" 6000 @19,2'
Plan: Standford
Date: 3 May 2012
Location: Summerfield Sub Block 2 Lot 4, Rexberg
Seismic Calculations
Loadlng Summary
Floor Dead Load (psD 10
Floor Live Load(psD 40Walls (Ext)(psD 20
Walls (lnlxpsD 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
Roof LL(psD 40
RoofDL(psD 15
6 t12
combination
Seismic Paramatens
26.56 V=CS-VV/1.4
40.00 Fa= 1
R= 6.5 tabte 16,12.6
Ss= 1.772
Sms= 1.77 eq. 16{640.00 Sds= 1.18 eq 16-1855.00 Cs= 0.21A pereq.16-49
Adj. Factor 1.4
Cs= 0.'1556
Length W(psD Lb/ft \ /idth W(|b)52 23 1196 34 26220
roof wall 6,120Total Mass Tributary to Roof Levels = 32340
Shear M(bs) Roof Levels = SO33Length w(psD tb/ft wdth w0b)38 10 380 30 25394wall height 9 teOOOTotal Mass Tributary to Floor 2= 3g394
Shear M(bs) Floor Levets = 5975Lensth vvpsD tb/ft wdrh w(tb)52 .t0 520 34 6270wall height 8 8OOO
Total Mass Tributary to Floor 1= 14970
Shear M(lbs) Floor Levets = 2914
Roof
Floor 2
Floor 1
Floor 1 Laterat Force
Floor 2 Latoral Force
RoofLateral Force
Total Seismic Mass =
Total Lateral Force =
seismic Force Distribution* Roof Sections *"
Roofl-loor 1
tloor 2
V/sum(W"Hi) =
Froor 1 Sneer watlfotal Load (kips)
nght side
left side
ront
back
W(x) kip W(x)H(x)32 752003A 384
o/o Force Total Sheer I66.20% 7.2A701930.00% 11.00793933.40% 11.007939
11 1008
Shear Wall Load (plf)Not AppltcableNot ApplicableNot ApplicableNol Apptic€bte
Shear Wall Load (plD197
229
324
229
Shear Wall Load (plf)
130
121
224
166
0
65604
1 1008
H(x)
23.3
1,0
9.0
Totals0.00969 71 1 136Total shear 0bs) =
Length
10
10
10
10
Lengtn
2A
2417z4
Length
2a301622
Froor z lineer watl
Total Load (kips)nght sidelen sidelrontback
E asement sneer wail F(totat)
Total Load (kips) I 1.0nght side 5.5
left side 5.5front 5.5bad( 5.5
F(totar)
11.0
5.5
l- (totar)
7.3
3.6
J.O
3.6
Shear Wall Critical LsngthsFrontBack
Right
Lefi
WAII IJL FIOOT IJL
#REF! #REF!#REF! #REFI#REF! #REF!#REFI #REF!
Rool DL DL (p[) cnticat | (n)
#REFI #REF! #REF!#REF! #REF! #REF!#REF! #REF! #REFI#REF! #REF! #REF!
468#REF! #REF! #REF!#REF! #REF! #REF!#REFI #REF! #REFI#REFI #REF! #REF!
Galculate UTlift, Force Req'd to prevont OT (tbs)Panel Length (ft) 2 iFront #REF! #REFIBack
Right
Lefl
#REF! #REF!
#REF! #REF!
#REF! #REF!
plan: Standford
Date: 3 May ZO12
Lo€tion: Summerfield Sub Block 2 Lot,1, Rexbergl,u^'11,-to1o,1n_9"'gttations usins Main w"ar"."_i".r"ii gi;;;'ilffi ;ELongitudinal DiEction
Wlnd Dalgn Co€fiicient3
P=wind load*exp @efi'lw
P=Design Pressure
Horizorlal Wnd Load (frcm tabte 1609.6.2.1(1)Wall Load (psD=
end zone (A) 16.1interiorzone (C) 11.7Roof Losd (psf)-
End zone (B) 2.6
Verti€lWnd Load (trom tabte 1609.6.2.1(1)Roof Load (ps0=
end zone windward (E) _7.2
end zone teeward (F) _9.8inleriorzone windwrd (G) _5.2Inrcnorzone leeward (H) _S.2
Exposure Coeffiqient (fom tabte 1609.6.2..t(4)lFlmportan@ Faclor (from table ,1604.5)
interiorzone (D)
Wind Srd -
Exposure
Root Slop -
Ref Angle (d€g)-
P=wind load.exp @efflwhorizontal wll interior
hodzonlal mll end zone
horizontial rcof interior
horizontal raof end zone
verliel end zone wlndward
verli€l end zone leeMrd
verti€l interior zone windward
verli€l interior zone leeward
.4'Hmean
.1'base
End Zone Wdth (ft)
Interior Zone VMdth (ft)
Gabb R6f Load
1.29't.0
10 RoofHeight 8.50u WallHeight ,t9
Truss Span 3/t
6 t1226.56 Sine = 0.4472
Minimum pressure
Adjusted15.09 15.09
20.77 20.773.48 1o,oo3.35 1o.oo-9.29 o,oo-12.64 o.oo-6.71 O.OO-6.71 o.oo
3.4
3.4
wdthEnd 5.4
lnterior 27.2
2nd storyEnd Zone Wdth (ft)
2nd storytnteriorZone Wdri (n)
Hslght Wthd Lqd1.6 20.773.43 .t5.09
Sum =
Wnd Load10.00
10.00
Total
H.lght Wnd Load1.0 20.77
1.00 1S.O9
Sum =
For@ (lb!)115
2079
2194,63
Forc. (lb)
2890
462
3352
znd Stor
Fo.@(lb/Yt) Fo@flM141 141.23411 350.16551.759 49.t.39
Hlp R@t L.ad Ena
Interior
Wall Ldd
end zone windwd
leeward
inlerior zone windward
Eeward
Flsr2 Diaphragm Sfr€r
Total Shear(tbs)
Frcnt Wall Length
Back Wall Length
Fl@r 1 Dlaphragn Sh€rTotal Shear (tbs)
Front Wall Length
Back Wsll Length
b!€ment Dt.phragm Shdr
Total Shear (lbs)
Front Wall Length
Back Wall Length
Critical Wall Length (ft)=
Front Wall Dead Load (plf)=
Frcnt Wall Criliel Lenoth (tt)=
Back Watt Oead Load ion:
'
Back Wall Critiet Lengih (ft).
3.4
End
Interior
Area
289
46.24
wtdrh
3.4
27.2
wldth
27
length Wtnd L€d For6 flbl24.30 FALSE o24.30 FALSE O24.30 FALSE o24.30 FALSE o
ShearWail Loads (pto
177
ShearWatt Loads (plf)
374
265
ShearWall Loa& (pto
Not Appli€bte
Not Appli€bte
Total 2OO1OTotal (plD 116
16
't7
24
'13284
10
10
#REFI
#REFI
#REFI
#REFI
Calculate Uplift , Forco Req'd to pFvent OT (lbs)panet Length (i) 2 s
:!o?, #REFj #REFIEacK #REF| #REFI
1-_-68i012
fIEi! #REFI #REF| #REF| #REFI#REFI #REFI #REFI #REFI #REFI
plan; Standford
Date: 3 May 2Oi2
Lo€tion: Summerfield Sub Btock 2 Lot,1, Rexbetry*if:tt*ffiliarionsusinsMainwindro_"_i;;i;;;il;ftfthr)
Wlnd De5lgn C€tf,ct.nt!
Pilind load,exp @efflw
P=Design Presure
HorizontEl Wtnd Load (frcm tabte 1609.6.2.1(.1)Wall Load (psD=
end zone (A) 16.1interior zone (C) 11.7Roof Load (pso=
end zone (B) 2.6
Vertiel Wind Load (from tabte 1609.6.2.,,(1)Roof LoEd (psD=
end zone windwrd (E) .7.2
end zone leeward (F) _9.8anteiorzone windward (c) _5.2interiorzone leeward (H) _5.2
Exposure Coefficient (frcm tabte 1609.6.2.1(4)tFtmportan@ Factor (frcm table 1604.S)
interior zone (D)
Wlnd SFd r
Exposura
Rst slots.
R@f Angle (dcg):
P=wind load.Exp coefllw
horizontal mll interior
horizonlal wall end zone
horizontal roof inledor
horizontal rcof end zone
verli€l end zone windward
verti@l end zone lgemldverti€l interior zone windwardverti€l interior zone leeward
End Zone Widrh (ft)
Interior Zone Wldth (fi)
Gable R6t L€d
Hlp R@t L@d
Wall L@d
Veilcal Forco
end zone windmrd
teward
interior zone windwafd
leeward
i:ut" 16l#"0 i;f'uo"3.43 15.09 34s6Sum = 9570.759
't.0
10 Roof Heighr 8.5e Wail Height .,9
Tru$Span 94
6 t12
26.56 Sine = 0.4472
Minimum pressure
Adjusted15.09 15.09
20.77 20.773.48 1o.oo3.35 lo.oo-9.29 o.oo-12.64 o.oo-6.71 o.oo-6.71 o.oo
.?1 2nd sroryEnd Zone VMdth (ft)45.2 2nd stoilnrsrior zont w,ii'r{ rnr
3.4
31.2
wtdth3.4
45.2
Area
442
76.84
wrdth3.4
45.2
wtdth
45
45
End
Inlerior
End
Inledor
End
Interior
10.00
10.00
Total
Wnd Led
20.77
15.09
Sum =
4420
7685188
Hclghl
1.0
1.00
lengtlr
43.30
43.3043.3043.30
Wlnd Lo.d
FALSE
FALSE
FALSE
FoEe (lb)
141
682
823.4328
Fo@ (lbs)
0
0
2nd Story
141.2292
470.9016
6'12.1308
Fl@r2 Dlaphragh Sh@r
Total Shear (tbs)
Len Wsll Length
Right Wail Length
Fl@r I Dtaphratm Shqr
Total Shear (tbs)
L€fr Wall Length
Righl Wall Length
Esement Dlaphr{m Sh€rTotal Shear(tbs)
Lefi Walt Lsnqth
Right Wail Le;Oth
Critical Wsll Length (ft)=
Left Wall Dead Load (elo=
Lefi Wall Criti€t Lenoih rft)=Right Wail Dead Loai (Din:
Righl Wail Cnri€t Lendih ifl)=
Calculate Uplift, Forc€ R6q'd to prevent OT (lbs)Panet Length (f,) 2 3
:l1l #REFI #REFI6acK #REF! *CEri
#REFI
#REFI
12
#REFI
#REFI
10#REFI#REFI
10698
28
19'187
24
2A
20010
10
10
#REFI#REFI#REFI#REFI
ShearWalt Loa& (plf)
't78
ao1
ShearWalt Loads (ptt)
400
343
ShearWall Loads (pto
Not Appli€bte
Not Appli€ble
Total
Total (plD
'13284
6B
#REFI #REFI#REFI #REFI
plan : Standford
Date: 3 May 2012
Location : Summerfietd Sub Btock Glue Lamb Beam 2 x HeaderMicro.Lam Beam FB_12 FB_1 RB-7Uniform Loads
Uniform Floor Span (ft) 27 fi OIgt?l.ylif9ry Ftoor Load (ptD 67s 42s oWall Height (ft) 0 9 0Wall Weight (psD 20 ZO 20Wall Load (plD O 1go oUniform Roof Span (ft) O 7 10Total. Uniform Roof Load (plD O rc2.5 275Point Loads
1 Distance from Left (ft)
1 Point Live Load (tb)
1 Point Dead Load (lb)
2 Distance from Left (ft)
2 Point Live Load (tb)
2 Point Dead Load (lb)
Partialy Uniform Loads
1 Uniform Span (ft)
1 Live Load (ptD
1 Dead Load (ptO
1 Distance of teft side (ft)
1 Distance of right side (ft)2 Uniform Span (ft)
2 Live Load (ptD
2 Dead Load (ptf)
2 Distance of teft side (ft)
2 Distance of right side (ft)
Tapered Load
Tapered load teft (ptf)
Tapered toad right (ptD
Left Distance (ft)
Right Distance (ft)
Beam Weight (plf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Left Reaction (tb)
Right Reaction (tb)
Max Moment FtLb
Max Mom dist from Left
Max Shear Lb
Max Shear Stress (psi)
Determine Size
Depth Estimate (in)
wdth Estimate (in)
Cross Area (in^2)
Max Moment 100y0 =
Momemt of Inertia | =
Factor Of Safety =
Max Shear 100% =
Factor Of Safety =
Bearing Required =
Load S
Beam S
S Fac{or of Safety
E (psi)
Deflection LL (in)
u360
LL Deflection F of SDeflection TL (in)
u240
TL Deflection F of S
Selection
2.5
3{36
784
7
0
0
28
560
140
0
2.5
0
0
0
I
t0
0
0
6
8
21.32
1
t3
9273.9
5448.2
21287.2
5.2
9273.9
126.2
14.00
5.25
7aE
371 58.33
1200.50
1.75
189.26
1.51
3.21
98.25
171.50
1.75
1 900000
o.23
0.43
1.87
0.30
0.65
2,19
3: 14"
LVL
2
0
0
t5
ffio
I 680
0
0
0
1
6
28
560
210
15
20.5
0
0
6
8
31.96
1
20.5
10722.7
16676.2
69255.0
I z,J
16676.2
126.7
19.5
6.75
131 .63
85556.25
4170.87
1.24
190.04
1.39
4.49
346.27
427.78
1.24
0.00
0.45
1.03
2.27
o.71
1.03
1.44
2
0
0
0.5
2240
840
0
0
0
1
6
0
n
n
8
10
0
0
6
8
8.33
1
6
3673
1107
2127
2.1
1A7a
88
9.25
4.5
41.6
5U7.7
zvo.6
2.51
132.37
1.13
1.48
zo
64
2.51
1 500000
0.02
o.20
8.52
0.03
0.s0
9.14
3:2x10
2xHeader
QUOTE
ldaho Falls
3715 Bombardier Ave.
fdaho Falls, lD 83402
Office: (208) 523-6691
Fax (208) 522-&159
Shelley
580 N. State
Shelley, lD 83274
Office: (208) 357-3468
Fax (208) 357-7466
tdt ftl Wt*Jr FORM (NoN-trEMtzED DateO5lO4l12 Paoe
KARTCHNER HOMES BtD # 12-050770
JOB #
Stanford (SF4B2)
_ Lol# Subdlv:
Job
Name
Model:
raEsREP MASON MORGAN
BY DAIE
Bf D MGM o5to4t12
LAYOUT I IENG, BY I I
REXBURG
,lD
H
T
JoBs[EpHoNE# ( )709-6525
Roof lrusses
PROFILE LABEL QTY T/C PITCH
B/C PITCH SPAN CANTILEVER OVERHANG BRACING
# ROWS NOTES UNITPRICE TOTALPRICE/ffi.AlGD
LEF LEFT r.ilGHT
2-2 7.0.000.0.00 r7-1 0-00
2X1 2X6 01-00-0)1-00-00 0
A2 2 7.0.000.0.00 27-10-00
2X1 2X1 01-00-0
01-00-0
01-00-0
1
A3 2 7.0.000.0.00 27-1 0-002X4 2X1 0
A4 t)7.0.000.0.00 27-10-00
2X1 2X1 0
AtA BlGD 1-2 7.0.000.0.00 24-10-00
2X1 2X10 01-00-0) 1 -00-0(0
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A M1 8 4.5.000.0.00 l3-10-04
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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
Gom pl iance Certificate
2009lEcc
Rexburg, ldaho - ISinale Familv ,/ |
BldE. faces itO aeg. from North t, I I
1146tu2 V !
11% u
8693
6
Owner/Agent:Designer/Contractor:
'(1d"^o
6o(^ott\1
Comoliance: 3.0% Better Than Gode
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1:Wood Frame, 16" o.c.
Orientation: Front
Wall 2: Wood Frame, 16" o.c.
Orientation: Left Side
Wall 3: Wood Frame, 16" o.c.
Orientation: Back
Wall 4: Wood Frame, 16" o.c.
Orientation: Right Side
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Front
Window 2: Vinyl Frame:Double Pane with Low-E
SHGC:0.35
Orientation: Back
Door 2: Solid
Orientation: Front
Door 1: Glass
SHGC: 0.35
Orientation: Back
Floor 1 : Slab-on-GrEleunheated
lnsulation a"pt{a.o' ) ?
Furnace 1: Forced FiofAir 92 AFUE
Air Conditioner 1 : Electric Central Air 13 SEER
1149
570
522
42
63
@
0.350
0.350
0.350
25
18
22
21
22
37
24
'lA
22
92
4O.O e 10.0
5.0
5.0
627
522
105
@
21.0
21.0
2',1.0
@?
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2009 lEcc requirements in
REScheck Version 4.4.2.3 and io comply with the mandatory requirements listed in the REScheck Inspection Checklist'
Name - Title Signature Date
Project Title:
Data filename: Untitled.rck
Reoort date: 05106112
Page 1 of 4
REScheck Software Version 4.4.2.3
Inspection Ghecklist
Ceilings:
E Ceiling 1 : Flat Ceiling or Scissor Truss, R-40.0 cavity + R-10.0 continuous insulation
Comments:
Above-Grade Walls:
E Wall 1: Wood Frame, 16" o.c., R-2.1.0 cavity + R-5.0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments:
E Walt 2: Wood Frame, 16" o.c., R-21.0 cavity + R-5.0 continuous insulation
continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments:
E Watt 3: Wood Frame, 16" o.c., R-21.0 cavity + R-5.0 continuous insulationContinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments:
E Wall 4: Wood Frame, '16" o.c., R-21.0 cavity + R-5.0 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
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
E Door 2: Solid, U-factor: 0.350
Comments:
Doors:
Comments:
E Door 1: Glass, U-factor: 0.350
Comments:
Floors:
I Floor'l:slab-on-Grade:unheated,6.0'insulation depth, R-1s.0 continuous insulation
Comments:
slab insulation extends down from the top of the slab to at least 6.0 ft. oR down to at least the bottom of the slab then horizontally for atotal distance of 6.0 ft.
E Furnace 1: Forced Hot Air: 92 AFUE or higher
Make and Model Number:
E Air Conditioner 1: Electric Central Air: 13 SEER or hioher
Make and Model Number:
Air Leakage:
Heating and Gooling Equipment:
Project Title:
Data filename: Untifled.rck Report date: OStOillZ
Page 2 ot 4
D Joints (including rim joist junctions), attic access openings, penetrations, and ail 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 barier material, suitable film orsolid material.
tr Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings betweenwindow/door jambs and framing.
tr Recessed lights in the building thermal envelope are 1) type lc rated and ASTM E283 labeled and 2) seated with a gasket or caulkbetween 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 instailed on a[ 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 7ACH at 50 pascals OR 2) the following items have been satisfied:
(a) Air baffiers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled orrepaired.
(b) ceiling/attiq Air banier in any dropped ceiling/soffit is substantially alignecl with insulation and any gaps are seared.(c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.(d) Floors: Air barrier is instailed at any exposed edge of insuration.
(e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, orsprayed/blown insulation extends behind piping and wiring.
(f) corners, headers, narrow framing cavities, and rim joists are insurated.
(9) shower/tub on exterior wall: lnsulation exists between showers/tubs and exterior wall.
Materials ldentification and Instaltation:
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 determinec.
tr Manufacturer manuals for all installed heating and cooling equipment and seryice water heating equipment have been provided.
tr Insulation R-values, glazing u-factors, and heating equipment efficiency are clearly marked on the building prans or specifications.
Duct Insulation:
tr All ducts not compretery inside the buirding enverope are insurated to at reast R_6.
Duct Construction and Testing:
tr
E
Building framing cavities are not used as supply ducts.
All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by meansof tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 1g1A oruL 181B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanicallyfastened' crimp joints for round metal ducts have a contact lap of at least 1 ll2inches and are fastened with a minimum of threeequally 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 thejoint so as to prevent a hinge effect.
continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 pa).
tr Duct tightness test has been performed and meets one of the following test criteria:
(1) Postconstruction leakage to outdoors test: Less than or equal to g1.g cfm (g cfm per 100 ft2 ofconditioned floorarea).(2) Postconstruction total.leakage test (including air handler enclosure): Less than or equal to 137.9 cfm {12 cfmper 100 ft2 ofconditioned floor area).
(3) Rough-in total leakage test with air handler installed: Less than or equal to 6g.g cfm (6 cfm per 100 ft2 of conditioned floor area).(4) Rough-in total leakage test without air handler installed: Less than or equal to 46.0 cfm (4 cfm per 100 ft2 of conditioned floor arear.
Temperature Gontrols:
tr At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F forthe heating cycle and 7g degree F for the cooling cycle.
tr Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when thecompressor can meet the heating load.
Heating and Cooling Equipment Sizing:
tr Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential code.
Project Title:
Data filename: Untifled.rck Report date: 05106112
Page 3 of 4
tr For systems serving multiple dwelling units documentation has been submifted demonstrating compliance with 2009 IECC commercial' Building Mechanicar and/or service water Heating (sections 503 and 504).
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 thesystem 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 Poor heaters operating on naturar gas or LpG have an erectronic pilot right.
tr Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar_ and/or waste_heat_recovery systems.
tr Heated swimming pools have a cover on or at the water surface. For pools heated over g0 degrees F (32 degrees c) the cover has aminimum insulation value of R_.12.
Exceptions:
covers are not required when 60% of the heating energy is from site-recoverecr energy or solar energy source.
Other Requirements:
tr snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shuttingoff the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature isabove 40 degrees F (a manual shutoff control is also permitted to satisfy requirement ,c,).
Certificate:
tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; windowu-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibilityof the circuit directory label, service disconnect labet or other required labels.
NOTES TO FIELD: (Buitding Department Use Onty)
Project Title:
Data filename: Untitled.rck Report date: 05106112
Page 4 of 4
Wndow
Door
0.35
0.35
0.35
0.35
. A( 2009 f ECC Energy
IJJ Efficiency Gertificate
Floor / Foundation
Ductwork (unconditioned spaces):
50.00
26.00
15.00
Electric Central Air Gonditioner
Water Heater:
Date:Name: -
Comments:
Load Short Form
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
Job:
Date:
By:
SF'|B2
May 03,2012
ROBERT HALL
197 STOCKMAN BLVD , RIGBY '
SF4B2, KARTHCNER HOMES
Outside db CF)
Inside db ("F)
Design TD fF)Daily range
Inside humidity (%)
Moistu re difference(g r/lb)
Glg
89
T5
14
H
50
-31
Method
Construction qualitY
Fireplaces
Simplified
Semi-loose
0
HEATING EQUIPMENT
Make Intl Comfort Products
Trade TemPstar
Model N9MP2075B12*"
GAMA ID 70305
Efficiency 90 AFUE
Heating input 75000
Heating outPut 68000
Temperature rise 84
Actual air flow 880
Air flow factor 0'021
Static pressure 0.70
Space thermostat
FLEX
Make
Trade
Cond
Coil
ARI ref no
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
3773
COOLING EQUIPMENT
lnfl Comfort Products
13 SEER N Series e2 AC
N2A330A(G)KA-
ED*2(36F**+TDl
1464608
Btuh
Btuh
OF
cfm
cfm/Btuh
in H2O
336
13 SEER
19740
8460
28200
880
0.052
0.70
1.00
Btuh
Btuh
Btuh
cfm
cfm/Btuh
in H2O
1677
Bold litatic values have been manua'ly overridden
printout certified by ACCA to meet all requirements of Manual 8th Ed.
ROOM NAME Area(fr)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
0
12
5
20
162
205
I
133
49
3
109
4
84
87
MECH
POWDER
MUD
DINING
FAMILY
KIT
LAUNRY
MASTER BED
MASTER WIC
MASTER BATH
BEDl
UPPER BATH
BED2
60
30
40
110
306
203
49
288
80
54
180
54
108
0
4782
1947
4193
9419
4274
1310
4580
1497
156
3176
586
2563
0
223
88
382
31 18
3963
151
2568
939
53
2108
85
1616
0
100
41
87
196
89
27
95
31
3
66
12
53
79
{f- urri;g6tssft Right-Suite@ U niversalT'1'03 RSU 06972
c:\Documentsandsettings \RoBERTHALL\MyDocuments \wrightsoftHVAC \SF4B2STANFORD'rup Calc =MJ8
2O12-May -03 22135:59
Page 1
Entire House d
Other equiP loads
Equip. @ 0.94 RSM
Latent cooling
1898 42256
779
16972
147
16092
0
880 880
I 880 ' 8801 898 43035
Botd litatic values have been manually overridden
16092TOTALS
PrintoutcertifiedbyACCAtomeeta|lrequirementsofManua|8thEd.
"+. dJ- rarrigtrtsoft' Right-Suite@ U niversal 7'1 -03 RSU 06972
.dcch c:ioo"uments and settings \R9BERT HALL \My Documents \wrighisoft HVAC \SF4B2 STANFORD rup calc = MJ8
2o12-May -0322i35:59
Page 2
197 STOCKMAN BLVD , RIGBY ,
Building Analysis
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
Job:
Date:
By:
SF'lB2
May 03,2012
ROBERT HALL
SF4B2, KARTHCNER HOMES
Location:
ldaho Falls,lD, US
Elevation 4741 ft
Latitude: 44'N
Outdoor:
Dry bulb("F)Daily range ('F)
Wet bulb('F)\Mnd speed (mph)
Heating
-o
:
15.0
Cooling
89
34 (H )60
7.5
lndoor:
Indoor temperature ('F)
Design TD f F)
Relative humidity(%)
Moisture difference(gr/ b)
lnfiltration:
Method
Construction quality
Fireplaces
Heatinq
68-
74
50
57.0
Simplified
Semi-loose
0
coolg'9
1450-31.5
Comoonent Btufr/fF Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltration
DuctsPipingHumidificationVentilationAdjustments
Total
4.8
29.5
10.4
1.9
9.84.6
10779
5142
1 088
2224
1 15361148700
0
779
0
43035
25.0
11.9
2.5
5,226.826.7
00
0
1.8
100.0
Component Btuffi Btuh o/o of load
Walls
Glazing
Doors
Ceilings
Floors
Infiltration
Ducts
Ventilation
lnternal gains
Blower
Adjustments
Total
0.5
48.22.6
1.10.20.5
1063
83882721262
2441142
0147
4600o
0
17119
6.2
49.01.67.4
1.46.7
0
0.9
26.9
0
100.0
Overall Uvalue= 0.088 BtuhlfF-"F
Data entries checked.
-*lrr- r'trrrdlr"lf!*c!f3* Right -suite@ u niversat 7.1.03 RSU 06972
C:\DocumentsandSettings \ROBERTHALL\MyDocuments WvrightsoflI-IVAC \SF4B2STANFORD.Tp Calc =MJ8
2O12-May -03 22i35:59
Page 1
Gomponent Constructions
Entire House
KARTCHNER HOMES
Job:
Date:
By:
SF,fB2
May 03,2012
ROBERT HALL
197 STOCKMAN BLVD , RIGBY , lO 834442 Phone: 745-8468
SF4B2, KARTHCNER HOMES
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)
Design TD CF)Relative humiditY(%)
Moisture difference(gr/b)
lnfiltration:
Method
Construction qualitY
Fireplaces
Heating
68
74
50
57.0
Simplified
Semiioose
0
Gooling
75
14
50-31.5
Construction descriPtions
Walls
iiF-ii* : Frm wall, vnl ext, 3/8"wood shth , r-21 cav ins, 'll2"
gypsum board int fnsh , 2"x6" wood frm
Partitions
(none)
Windows
i+izor , z glazing, clr outr, air gas, wd frm mat, clr innr, 114" gap'
1 /8. thk
61 C: VINYL .35 U'VALUE: NFRC rated(SHGG0'35)
Doors
71A: GLASS .35 - U VALUE
11D0:11EX)
Ceilings
f Oa-sOZA: Attic ceiling, asphalt shingles roof mat , r-50 ceil ins' 112"
gypsum board int fnsh
6tip.ttc"it' C part ceiling, carpet fl r fnsh, frm fl r, 12" thkns' 1 12"
gypsum board int fnsh
Floors
19A-Obscp: Partfloor, carpetflrfnsh, frm flr, 12" thkns
Or Area
ft
tlvalue Insul R
Btuh/ff-'F ffrFBtuh
0.065 21 .O
0.065 21 .0
0.065 21 .O
0.065 21 .O
0.065 21 ,O
0.065 21 .O
0.065 2'1 .0
0.065 21 .0
0.065 21 .0
0
0
0
0
0
0
0
0
1255 0.47 ',124
1255 0.47 124
1530 0.47 151
1486 0.47 147
1255 0.47 124
1255 0.47 124
1328 0.47 131
1414 0.47 140
10779 0.47 1063
Htg HTM Loss Clg HTM Gain
gtuWff Btuh Btulff Btuh
n 261
n 261
e 318
e 309
s zol
s 261
w 276
w 294
all 2241
4.81
4.8',1
4.81
4.8',1
4.81
4.81
4.81
4.81
4.81
e9
w30
all 39
e60
w75
all 135
0.570
0.570
0.570
0.350
0.350
0.350
0.350
0
42.2
42.2
42.2
25.9
25.9
25.9
1.48
16.4
8.20
380 60.4 543
1265 60.4 1 81 1
1645 60.4 2355
1554 37.7 2259
1943 37.7 2824
3497 37.7 5083
42
63
1149
.tz
62
25.9 1088 6.47
000
272
0
965
297
0.020 50.0
0.221 0
0.295 0
't701 0.84
524 9.29
508 1.55 96
-A dr- rrvrlqht*r5ft" Right-Suite@ UniversalT'1 03 RsU06972
.#h C'iooqir"n;Z;;S;u"g" \ROBERTHALL\MyDocuments \WrightsoftHVAC \SF4B2STANFORD'rup Calc =MJ8
2012-May -03 22'.36.01
Page 1
19A-30bscp : Partfloor, carpetflrfnsh, r-30 ins, frm flr, 12" thkns
22A-vpl'. Bg floor, light dry soil, vinyl flr fnsh
0.40 148
00
2.11
73.2
30.0
0
'l7n
140
0.034
0.989
781
10246
,e + rltflghttl<rl:Ft' Right-Suite@ UniversalT'1 03 RSU06972
.ftCil, C,iOo"u.entJanct Settings \ROBERT HALL \My Documents \Wdghtsoff HVAC \SF4B2 STANFORD .rup Calc = MJB
2012-May -o3 22.36:0'l
Page 2
197 STOCKMAN BLVD , RIGBY,
Project Summary
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
Job:
Date:
By:
SF'lB2
May 03,2012
ROBERT HALL
For:
Notes:
SF4B2, KARTHCNER HOMES
HOME FACES WEST
,r31,_l g
Weather
Winter Design Gonditions
Heating Summary
ldaho Falls,lD, US
Summer Design Gonditions
Outside dblnside dbDesign TD
StructureDucts
Centralvent(11 cfm)Humidification
Piping
Equipment load
Infiltration
Method
Construction quality
Fireplaces
89 "F
75 'F
14 "F
H
50 o/o
-31 gr/b
-6 "F
68 "F
74 "F
Outside db
lnside db
Design TD
Daily range
Relative humidity
Moisture difference
Structure
Ducts
Central vent(11 cfm)
Blower
Use manufacture/s data
Rate/swing multiplier
Equipment sensible load
Structure
Ducts
Central vent(11 cfm)Equipment latent load
Equipment total load
Req. total capacity at0.70 SHR
Make
Trade
Cond
Coil
ARI ref noEfficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
Sensible Gooling Equipment Load Sizing
42256 Btuh
0 Btuh
779 Btuh
0 Btuh
0 Btuh
43035 Btuh
Simplified
Semi-loose
0
16972 Btuh
0 Btuh147 Btuh0 Btuh
n
0.94
16092 Btuh
Latent Gooling Equipment Load Sizing
Area(fF)
Volume (ff)
Air changedhour
Equiv. AVF(cfm)
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Airflow factor
Static pressure
Space thermostat
90 AFUE
75000 Btuh
68000 Btuh
84 'F
880 cfm
0.421 cfm/Btuh
0.70 in H2O
-707
0-205
0
16092
1.9
13 SEER
19740 Btuh
8460 Btuh
28200 Btuh
880 cfm0.052 cfm/Btuh
0.70 in H2O1.00
Heatinq1898-
17082
0.59
168
Gooling
1 898
17082
0.31
88
Btuh
Btuh
Btuh
Btuh
Btuh
ton
Heating Equipment Summary
Make Infl Comfort Products
Trade Tempstar
Model N9MP2075B12**
GAMA ID 70305
Gooling Equipment Summary
lntl Comfort Products
13 SEER N Series P2 ACN2A33oA(G)KA.
ED*2X36P*+TD1
1464608
Bold litalic values have heen manuatlyt overridden
Printout certified by ACCA to meet all requirements of ManualSth Ed.
$ rarriglrtEerft* Right-Suite@ U niversal 7.1.03 RSU 00972
C:\Documents and Settings \ROBERT HALL \My Documents \Wrightsofl HVAC \SF4B2 STANFORD .rup Calc = MJg
2O12-May -O3 22i36:01
Page 1
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SF4B2
Date: May 03' 20'12
By: ROBERTHALL
197 STOCKMAN BLVD , RIGBY , lO 834442 Phone: 745-8468
1
2
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Entire House
280.0 fl
9.0ft d
1898.0 fi"
MECH
26.0 ft
9.0 fi heat/cool
10.0 x 6.0 fl
60.0 ft,
Ty Construction
number
U-value(Btuh/fi4'F)Or HTM
(Biuh/fl'z)
Area (ft1
or perimeter (ft)
Load
(Btuh)
Area (ft 1or perimeter (ft )
Load
(Btuh)
CoolHeat Gross NiP/S Heat Cool Gross N/P/S Heat Cool
o
11
o.oos I0.065 |0.065 |3:313 |o.oos Io.aso I0.065 |0.06s I0.065 |0.570 I0.ooo I0.065 |o.sso I0.020 l0.2210.295
0.034
0.989
w I tzroswW | 12Fosw
W | 12Fosw
l-----GllD-€owL----D | 71A
w I tzroswL---cletc
W ll2Fosww I tzrosw
W | 12F4sw
l----clto-czowL----ol ttoo
W | 12FOswt-----c I otc
C | 168-50ad
C lDftPartceilF I 19A-0bscp
F I tgA-gooscpr
lzzn+otIIIlllltllllltl
n
n
s
s
+.ar I o.atl
4.81 | 0.471
4.81 | 0.471+z.nl eo.sel25.eo l 6.471
4.81 | 0.471
25.90 | 37.651
4.81 | 0.471+.ar I o.+tl
4.81 | 0.471
4?.181 60.381
0.00 | 0.001
4.811 0.471zs.ool sz.esl
1.481 0.841
ro.ez I s.zel8.20 | 1.5512.'t1l 0.401
73.1e
|
0.001
tltlllllttlltlllt1I
261 |261 |36e Iolil
369 |^^l9U261
261
369
30
OJ
TC
1 149
32
oz
370
749
ii,:,|
318 |0l421
309 |ol
261 |zatl2761
0
AA
294
0
1149
32
62
370'140
1255 |12551
15301
,333 |1486 |1554 I1255 |1255|.
1328 |12651
0l'14141'tsczl
1701 |5241sos I781
10246
'124
124
151
543
272
147
?259
124
124
131
181 10
140
2824
965
297
96
fta
0
'll
-le0l
0l
0l
0l0l
0l
nl
90
0
2'l
0
0
0
0
0
0
60
'31
9013l
0l0l0l.31,?l
0
0
0
0
0
0
;:lltl
0l0l
,r3 |sl
0l0l3l
0lroos
II
III
261
0l
431
0lol
0l
9lU
0
33
0
0
0
0
0
0
0
0
0
o c) AED excursion 950
Envelope loss /gain 30769 '11230 2927
12 4 Infiltration
b) Room ventilation
11487
!
1142
0
1067
0
106
U
13 lntemalgains: Occupants @ 25o
Appliances @ 1800
1000
3600
0
0
Subiotal (lines 6to 13)42256 16972 3994 185
14
15
Less extemal load
Less transfer
RedistributionSubtotal
Duct loads ool Oo/l
0
00
42256 16572
Oo/c Oo/l
0
0-3994
0
0
u
0-185
n
Total room load
Ahrequked (cfm )
42256
880
16972
880
0
0
0
0
-*&- d{ - wrlE lia**rflB- Right-Suite@ U niversal7.1.03 RSU 06972
"€h c,ioo"umentsland setrings \RodERT HALL \My Documents \Wrightsoft HVAC \SF4B2 STANFORD .rup Calc = MJ8
Riqht-J@ Worksheet
eitire House
KARTCHNER HOMES
Job: SF4A2
Date: MaY 03,2012
BY: ROBERTHALL
BLVD . RfGBY ,lD 834442 Phone:745-8408STOCKMAN
MUD
13.0 ft
9.0 n heat/cool
5"0 x 8.0 fi
40.0 ft2
1
2
3
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
POWDER
5.0 ft
9.0 ft heat/cool
5.0 x 6.0 ff
30.0 fi'
Ty Conslruction
number
U-value(Btuh/ft"-"F)
Or HTM
(Btuh/ft1
Area (fl ")or perimeter (ft )
Load
(Btuh)
Load
(Btuh)Area (fi1
or perimeter (ff)
Heat Cool Gross N/P/S CoolHeat Heat CoolN/P/SGross
'l2Fosw
12F€sw'l2FOsw
1 D-c2ow
7'lA
W | 12F{swL---clotc
W I 12F{sww I tzrosw
W l'l2Fosw
l---c I t o-czowL----Dl11Do
W | 12F{swL---olotc
C I 168-50ad
c lDftPartceilF l lgA-obscp
F | 19A-30bscPp lzzeNpl
:IW
11
s:ss3i I
o.o6s I e
o.szol e
0.350 | e
o.oos I e
0.3501 e
0.065 | s
0.065 | s
0.0651 w
0.5701 w
0.0001 w
0.06s 1 w
0.3501 w
0.020 |0.2211
0.2e5 |0.0341 -o sesI
IIIIIIIIII
4.81
4.81
4.81
42.18
25.90
4.8',1
2s.90
4.81
4.81
4.41
42.18
0.00
4.81
25.90
1.48
16.37
8.20
2.1'l
73.19
3:1ii gi :
o.$l 451 45
eo.gsl ol o
a.+tl ol o
o.nzl ol o
sz.osl ol o
0.471 ol o
8;Xi,l 31 3'3:331 3l i0.471 0l o
gz.esl ol o
o.e+l ol o
s.zsl ol c
i.s5 | ol c
o.nol ol c
o.ool 3ol .
tlltllllttlttlttlttlttlttlttlttlttltttttlttl
excursion
-10
Envelope loss /gain 582 17 1413
12 a) Infiltration
b) Room ventilation
205n 2((
Raa
0
ci
0
013Intemal gains : Occupants @
Annlirnces UD
250
1800
0
788 37 1947 88
Subtotal (lines 6to'13)
14
15
Less extemal load
Less transfet
Redistribution
Subtotal
Duct loads ook Oo/'
0n
3994
4782
U
0
0
185
223
0 0o/o Oo/c
0
0
0
1947
0
0
00
88
0
4782
100
223
12
1947
41
88
Total room load
Air required (cfm )
printout certified bv ACCA to meet all requirements of ManualSth Ed.
.€ -#,1.t* u4r'EQrli*#sr*- Right-Suite@ universalT.l'03 RsUo6972 :TArrEAon nrn .arn = nir.tR
2o12-May'0322:36io1
dGq$" c:\Documents and settings \RoBERT HALL \My oocumeni"-rwrigt't.oft Hvnc \SF4B2 STANFoRD 'rup calc = MJ8 Page 2
Riqht-J@ Worksheet
Eitire House
Job: SF4B2
Date: MaY 03,2012
BY: ROBERTHALL
KARTCHNER HOMES
lD 834442 Phone: 745-8468
printout certified bv ACCA to meet all reouirements of Manual 8th Ed'
*e. *#- !4riFtstr**{'f,,x' Right-Suite@ Univ-ersal71 03 RsUo6972 araNFoRD rro catc = MJB
2012-May-o322:36"o1
?4{:qiP\ C:\Documents and Settings \ROBERT HALL \My Documenis-tWrigt'tson HVnC \SF4B2 STANFORD 'rup Calc = MJB Page 3
;TOCKMAN BLVD ,
FAMILY
50.0 ff
9.0 fi heat/cool
17 .O x 18.0 n
306.0 ft'
1
2
c
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
DINING
21.0 ft
9.0 fl heat/cool
10.0 x 11.0 t
110.0 fl'
ft1
eter (ff)
Load
(Btuh)
Area (ft')
or perimeter (ff )
Load
(Btuh)Tv lConstruction lU-value' I number l(Btuh/n'z-'F)
or I HrM
| (etunff
f---------r-
I F{eat I
')Area (
or perin
Cool "...
-T-,*
Heat Cool Gross I N/P/S Heal Cool
o
11
w I tzrosw
W l'l2F4sw
W | lzFosw
rel1D-czowt-D l71AW I 12FOswL---c I otc
W I 12Fosw
W l'l2Fosw
W I lzFosw
F---GllD-c2owL---olttoo
W | 12F{swL---clolc
c | 168-5oad
c lDftPariceil
F | 19A-0bscP
F | 19A-30bscP
F | 22Ac,Pl
ILItl
o c) AED excursion
-44 616
3332
602
c
297 7368 29't4
Envelope loss /gain 2051
0
204
012a) Infiltration
b) Room ventilation
dt
0
04alntemal gains ; occuPants @ ??0^Appliances @ 1809
4193 382 9419 31 18
14
15
Subtotal (lines 6to 13)
Less external load
Less transfer
Redistribution
Subtotal
Duct loads Ooll 0o/l
0
0
0
4193n
382
Oo/.0o/l
0
00
9419
0
0
0
0
3118
0
4193
6t
382
20
9419
196
31'18
162Total room load
Air required (cfm )
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Job:
Date:
By:
SF.lB2
May 03,2012
ROBERT HALL
STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
Ff:A C.iDocumenisind Settings tROeenf HAUL \My Documents \Wightsoff HVAC \SF4B2 STANFORD 'rup Calc = MJ8 Page 4
KIT
25.0 ft
9.0 ft heat/coot
1.0 x 203.0 fi
203.0 fl,
LAUNRY
14.0 ft
9.0 ft heat/cool
7.0 x 7.0 fl
49.0 fl2
1
2
2
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Ty Construclion
number
U-value
(Btuh/ftL'F)
Or HTM
(Btuh /fi 1
Area (ft 1or perimeter (fr )
Load
(Btuh)
Load
(Btuh)Area (ft1
or perimeter (fi)
;t-;;-"'".. T-""Heat Cool HeatN/P/S CoolGross
11
wlwl
WIl----Gl' ol'I--*l
WIWIHIvyl
lJI
:l:l:1
;
12Fosw
12FOsw
12Fosw
1D-c2ow
714
12F{sw
olu
12F{sw'12Fosw
12FOsw
1D-c2ow
11D0
12F{sw
61C
168-50ad
DftPartceil
19A-0bscp
1 9A-30bscP
22Arpl
I
o.oos Io.oos I0.065 |0,570 I0.350 |o.oos I3:333 |0.0651
0.065 |o.szo I0.000 |0.065 |0.350 I0.020 |0.2211
0.2e5 |0.034 |
0.989
n
e
e
s
s
+.ar | 0.47
4.81 | o.47
4.81 | o.47
42.181 60.38
25.90 | 6.47
+.ar I o.47
25.90 | 37.65
4.81 | o.47
4.81 | o.47
4.81 | o.47
+ztel 60.38
o.oo I o.oo
4.81 | o.47
25.90 | 37.65
1.48 | 0.84
16.37 | 9.2S
8.201 1.55
z,i1l o.4c
?3.1 e
|
0.0c
IIlIIIlIlIII
0
649
380
1 830
sl 3l"il .'ll
tltl,:1,:l
flil31 3lsl 3l''l-l
ll
ltlt
0
0
0
303
00
0
0
00
0
0
0
ct
0
olull
-l
3l'31
0lol0l3l3l
4sloltlol
41
o excursion -385 -'18
Envelope loss /gain s248 261 94
12 4 Infillration
b) Room ventilalion
1026(
't02 574
0
JI
0
0
3600
0
13 Intemal gains ; Occupants @
Appliances @
250'1800 0
Subtotal (lines 6to 13)4274 aoA?1310
14
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads 0o/"0o/o
0
0
4274 oo ool
U
1310
U
0
0
0
151
0
Total room load
Airrequired (cfm )
4274
8S
3963
205
1310
27
151
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SF'|B2
Date: May 03,2012
By: ROBERT HALL
197 STOCKMANBLVD, RIGBY ,lD 534442 Phone:745-8468
.ffHx g.i9..r;.nis?nO iettings tnOeenr HALL \My Documents \Wrightsoft HVAC \SF4B2 STANFORD .rup Calc = MJB Page 5
1
2
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BED
aEn ft
9.0 fl heat/cool
16.0 x 18.0 ft
288.0 ft2
MASTERWC11.0 n
9.0 ft heat/cool'10.0 x 8.0 ft
80.0 ft.
Ty Construction
numDer
U-value(Btuh /fi4'F)
Or HTM(Btuh /ft')
Area (ft1
or perimeler (ff )
Load
(Btuh)
Area (fi')
or perimeter (ft )
Load
(Biuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
o
11
vy
l..Jt;
Wlc
WF---crD
WrG
F
F
F
12FOsw
12F€sw
12Fosw'lD-c2ow
714
12F.osw
61C
12F.osw
1 2FOsw
12F{sw
1 D-c2ow
1'tD0
12Fosw
otu
168-50ad
DftPartoeil
1gA-obscp
19A-30bscP
22A4pl
0.065 |0.065 I0.065 |0.570 |
0.065 I0.350
0.065
0.065
o.065
0.5700.000
0.065
0.350
0.020
0.221
o.295
0.034
0.989
n
n
e
s
s
Y
4.81 |4.81 |4.81 |42.1sl25.e0 I4.81
25.904.81
4.81
4.81
42.18
0.004.A1
25.90
1.48
16.37
8.202.1'l
73.19
0.47 |o.471
n l7l-"'l
60.381
6.471
0.471
37.65 |o.471
o.47J
o.47
60.380.00
0.47
J/.OC
0.84
1.55
0.40
0.00
',u31
0l3lol0l0l
ol
3l
,,9|r4+ |301
288 I0
0270
0
162
114
0
288
270
0l77sl0l
!l0l
433o
548
777426n
0
570
0
ol'll
0l3l0lal3l
541''i121
ol0ttoa I'l
I
II
3l0l
0lol
nl
0lol
slol0l,31
151801.ll'l
IIIIII
0l0l0l3l
0l
0
0o
0
0
080
0
64
0l
0l0lsl
0l0l0l'31
olol
361
388
118
0
0
la6
0
0
0
0
4
0
0
0
JO
coc
o,
0
0
zo
0
6 c) AED excursion 311 196
Envelope loss /gain 3144 '1926 1046 894
12 a) Intiltratlon
b) Room venlilation
1436
c
143 451
0
45
0
1?lnlemalgains: Occupants @ 250
Appliances @ 1800
500 0
0
Subtotal (lines 6 to 13)4580 2568 1497
14'15
Less e)'demal load
Less transfer
Redistribution
Subiotal
Duct loads Oo/.Oo/l
0
0n
4580
U
i(
zcoa(Oo/l Oo/l
0
0n
1497
0
0
0
0
0
Tolal room load
Air required (cfm )
4580
9!
zcoo
lae
1497
31
939
49
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SFtlB2
Date: May 03,2012
By: ROBERTHALL
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
1
2
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BATH
0ft
9.0 ft heat/cool
6.0 x 9.0 fl
54.0 ft'
BED ,I
27.O ft
9.0 ft heat/cool
15.0 x 12.o n
180.0 t,
Ty Construction
number
U-value(Btuh /ff'zrF)
Or HTM
(Btuh /ft'?)
Area (fl 1or perimeter (ft )
Load
(Btuh)
Area (fr1
or perimeter (ft)
Load
(Btuh)
Heal Cool Gross N/P/S Heat Cool Gross N/PiS Heal Cool
o
I
vy
L--Grd
W
la
Wla
t----.o
WlG
F
F
F
'l2FOsw
12Fosw
12F4sw
1D-c2ow
714
12Fosw
12FOsw
12F{sw12Fosw
1 D-c2ow
11D0
12F€sw
61C
168-50ad
DftPartceil
1 gA-obscp
19A-30bscp
22Ailpl
0.06s I0.065 |0.065 |0.570 |0.350 |0.065
0.350
0.065
0.065
0.065
0.570
0.000
0.065
0.350
0.020
o.221
0.295
0.034
0.989
n
n
e
s
+.at I4.411+.ar I42.181
25.90
4.81
25.904.81
4.81
4.81
42.14
0.00
4.81
25.90
1.48
16.37
6,ZU
2.11
73.19
o.471
3:Xll
60.38 |6.47 |0.471
o.+tlo.4710.471
60.381
0.00
0.47
37.650.84
1.55
0.40
0.00
tl0l0l
3l0l
0l
0lol0l0l.tl
0l
0l
361ol
IlIIIIII
slol
0lolol
0l0l3l
0l
3l
nl-l541
0l,31ol
IIIIII
0l0l0l
0l
0l
0lslol
0
0
0
0
0
80
0
0
,o
0
ol0l0l
nl
0l
0lsl
0l0l3l
0l
.31
0l0l141'l
lIllIIIII
tl
0l0lsl0l,'o.ol
ol
0l
135 |30l
180 |tl'l
III
oltlil
108 Iolol0l105 |,,13l
0l3lolIlII
tl
0l0l
0l
0l
u.,3 |sl
0
505
777
266
0
0
0
0
0
0
510
0
0
50
1 130
151
0
0
0
0
6 cl AED excursion -€366
f Envelope loss /gain 156 2068 1747
12 a) lnfiltration
b) Room ventilation
1108
0
110
0
13 fntemalgains: Occupants @ 250
Appliances @ 1800
1 250
0
Subtotal (lines 6to 13).EA 31 76 2108
14
15
Less eldernal load
Less transfer
Redistibution
Subtotal
Duct loads ool Oo/l
0
ooa 001
0
0
0
3176
0
0
0
0
2108
Total room load
Air required (cfm )
156 3176
oo
21 08
109
Prinlorrl certified hv ACCA io meet all reouirements of Manual 8th Ed.
,i=- -fF wrrFfi*-6iF?' Right-Suite@ Universal7.1.O3 RSU06972
#G C'\Do"uments and Settings \ROBERT HALL \My Documents \Wrightsofl FTVAC \SF4B2 STANFORD .rup Calc = MJg
2012-May -03 22:36:01
Page 6
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SF4A2
Date: May 03,2012
By: ROBERTHALL
197 STOCKMANBLVD, RtGBy,tD 834442 phone: Z45_8468
1
J
4
Room name
Exposed wall
Ceillng height
Room dimensions
Room area
UPPER BATH
6.0 ft9.0 fr heal/cool
9.0 x 6.0 ft54.0 fl2
BED 2
2'1.0 ft9.0 fl heat/cool
12.0 x 9.0 ft108.0 ft2
Ty Construction
number U-value
(Btuh/ff4'F)Or HTM
(Btuh /fi I
Area (fl")
or perimeter (ft)
Load
(Btuh)Area (fi1
or perimeter (fl )
Load
(Btuh)
Heat I coot Gross NiP/S Heat Cool Gross N/P/S Heat Cool
11
I W | 12Fosw
W l'12F{sw
W I 12F{sw
l-----GllD-c2owL-o lzrn
W I tzroswt----G|61C
W | 12Fosw
W | 12FOsw
W | 12F€sw
f--clto-czowt-Dl11D0
W | 12F{swL-c I orcC | 168-s0ad
C I DftPartceit
F | 19A-0bscp
F | 19A-30bscp
F lzzPp'tpl
0.065
0.065
u-uoc
0.570
0.350
0.065
0.3500.065
0.065
0.065
0.5700.000
0.065
0.350
0.020
o.221
0.295
0.034
0.989
il")l n'l "ll e
rl e'l "ll ",l s
lslw
lwlwlw
lwt-l,III
+.ar I o./
4.811 0./4.81 | 0.,
+znl 6o.i25.90 | 6.r
+.at I o.t25.90 | 37.t4.81 | o.t
4.81 | 0..
4.81 | 0.4
42.181 60.30.00 | 0.c4.81 | 0.4
zs.oo | 37.6
1.48 | 0.8re.ez I s.2
8.20 | 1.5
2.111 0.4t. rcl 0.0
IIIIIIIIIII
ol3l3l3l0l
5413l
0lol
0l541
0l
9l
0l
IIIIIIII
3l0l
3l'331 7
0l
811 I3l3l
0lloal 1or0l1III
0
0
0
00
375
777
0
3900
0
0
0
0160
0
0
0
0
0
00
0
0
1130
0
0
0
0
0
0
91
0
0
0
0l
o c) AED excursion -10 -15
Envelope loss /gain 340 61 1702 1280
12 4 Inliltfation
b) Room ventilation 246
0
24 aoz
0
86
0
ta fntemalgains: Occupants @ ZSO
Appliances @ 1800 1 250
n
Subtotal (lines 6 to 13)586 da 2563 1616
14
15
Less extemal load
Less transfer
Redistuibution
Subtotal
Duct loads Oo/c Oo/o
586
n
0n
0 006 o%
0
0
0
2563
0
0
0
01616
0
Total room load
Airrequircd (cfm )586 85
A 2563
CJ
1616
84
J#'9yu'F.gir.}t*+f*.Right.Suite@Universa|7.1.o3RsUo6972eq-.q c:\Documentsandsettings \RoBERTHALIffioo"um"nt" \wrightsofiHvAc \sF4B2STANFORD.rup calc =MJ8 2012'May-0g22:36:01
Page 7
Right-J@ WorksheetEntire House
KARTCHNER HOMES
Job: SF4B2
Date: May 03,2012
By: ROBERTHALL
197 STOCKMANBLVD, RtcBy ,lD A94442 phone:245_8468
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
FLEX
26.0 ft9.0 ff heat/coor
1.0 x 336.0 ff336.0 ft,
Area I Loaoor perimeter I
Ty Construclion
number U-value(Btuh/ft,rF)Or HTM(Btuh /ft')Area (ft1
or perimeter (ft )
Load
(Btuh)
CoolHeat N/P/SGross CoolHeat CoolHeatN/P/SGross
o.oosi n i +.eri o0.0651 n I c.arl o.0.0651 e | 4.811 o.3 3331 3 l 13 t31 u3:
o.o6sl e | +.arl o.3:3331:l 'l;3?l '3:
0.065l s | +.atl o.0.0651 wl 4.8i1 o.33331#l'6t31 u3,
0.0651 w | 4.81 | 0.,3:3!31 Yl '?l3l 'll
0.2211 - | ro.szl e.:0.2951 -l B.2ol 1.133331 :l '"',I 3i
lll||tttlttlttlllllll
6lW lrzrosw. lW ll2Fosw.lW lrzrosw.lF-clto-czow111 | pl7lA
l v1' l rzrosw
l LGl61C
I W | 12F{sw
I w I rzrosw
I W I 12Fosw
I f--clto-ceow| 4Dl11D0
I W | 12F{sw
I L--clotc
I C | 168-50ad
lc I Dnparrceit
I F | 19A-0bscp
I F | 19A-30bscp
22Aapl
y,l tllA .',il 1
471 ol+71 0lislsl
fl ,Jl 33rel ol:31 '31 r
t1
//lltl
fl;fl{
o c) AED excursion
/gainEnvetope 2707 1571
12 a) hfiltralion
b) Room ventilation 1067
0
106
013fntemalgains: Occupants @ 2SO
Appliances @ 18OO
Subtotal (tines 6to 13)3773 1677
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 0o/c Qo/o
aaae
0
0
1677
0
Total room loadAir required (cfm )3773 1677
87
Main flor
--"-,Y7g
4+xa Z
PowDEF I l-"|=2osctm
t l+t\*.zs^to"
rnvLl J6 "
Job #: SF4B2
Performed by ROBERT HALL for:
SFIB2
KARTCHNER HOMES
l9TSTOCKMAN BLVD
RIGBY tD834442
Phone 745-8468
Scale: 1 : 69
Page '1
Right -Suite@ Univers I
7.1.03 RSU06972
2012N|,ay43 22:36:SE
C:\Documents and Settings \ROBER...
LAUNR\
R2z ctm
R. [lf&FR BAr
={8+.f*
BED2
Earcz
"r^
MASTER BAT
MASTER BEI
Krq
"t^
MASTER WI
SECOND FLOI
Job #: SF4B2
Pedormed by ROBERT HALL for:SFts2
KARTCHNER HOMES
l9TSTOCKMAN BLVD
RtcBY tD834442
Phone 74$8468
Scale: 1 : 69
page 2
Right€uite@ Univerel
7.1.03 RSU06972
20,12 -May 43 22 :36.SsC:\Documents and Settings \ROBER...
Duct System Summary
Entire House
KARTCHNER HOMES
197 STOCKMAN BLVD , RtcBy , tD 8g4442 phone: 740_846g
SF4B2
May 03,2012
ROBERT HALL
Job:
Date:
By:
SF4B2, KARTHCNER HOMES
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective tengthfEl)
Heating
0.70 in H2O
0.36 in H2O
0.34 in H2O
0.21 10.13 in H2O
0.056 in/100ft
880 cfm
Cooling
0.70 in H2O
0.36 in H2O
0.34 in H2O
0.21 10.13 in H2O
0.056 id100ft
880 dm
BED 1
AEU Z
DINING
FAMILY
FAMILY.A
FLEX
KIT
LAUNRY
MASTER BATH
MASTER BED
MASTER WC
MUD
POIA/DER -A
UPPER BATH
c 2108
c 1616
h 4193
h 4710
h 4710
c 1677
c 3963
h 1310
h 156
c 2568
c 939
h 1947
h 4782
h 586
66
53
87
98
98
79
89
27
3
95
31
41
00
12
109
84
20
81
81
87
205
8
3
133
49
5
12
4
0.071
0.072
0.059
0.056
0.068
0.104
0.079
0.127
0.'t02
0.084
0,101
0.100
0.100
0.072
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0 ]601
6.0 |
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
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45.0
40.0
43.0
48.0
39.0
27.0
27.O
10.0
21.O
25.O
33.0
10.0
15.0
30.0
250.0
250.0
310.0
325.0
270.0
175.O
240.0
155.0
185.0
225.0
175.0
200.0
195.0
260.0
stlA
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st1
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8x24
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Bold litalic values have heen manualbt overridden
{rf- unrigfrt5€ft* Right -Suite@ U niversat 7. 1.03 RSU 06922 2O12-May -O3 22:96:04
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c:\Documents and settings \RoBERT HALL \My Documents \wightsofr HVAC \sF4B2 STANFORD .rup carc = MJ8
rb6
rb7
rb5
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rb3
430
335
360
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406
"{+- + vrrright51eft* Right -Suire@ U niversat 7.1.03 RSU 06972,tlrL'fi C:\Documents and Settings \ROBERT HALL \My Documents \Wrighlsoff HVAC \SF4B2 STANFORD .rup Catc = MJg
2012-May -09 22:96:04
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