HomeMy WebLinkAboutALL DOCS - 12-00169 - 2365 W 960 S - SFRCiil0ir
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Certificate of Occupancy
City of Rexburg
Department of Community Development
35 N. 1st E. / Rexburg, lD. g3440
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 00169
fnternational Building Code 2009
2365 W 960 S
Single Family Residential
Type V, non-rated
N/A
No
Contractor:
Special Conditions:
Kartchner Homes
Finished basement of 1,137 sq. ft.
Occupancy:Residential - 2 units or less, permanent in nature
This certificate, issued pursuant to the requirements of section 10g of the lnternational BuitdingCode, ceftifies that, at the time of issuance, this buitding or that portion of the buildhg that wasinspected on the date listed was found tg be in comptiince with the requirements of the code forthe group and division of occupancy and the use for which the proposed occupancy wasclassified.
Date C.O. lssued:r,/t
C.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 build-ing or any ;orft;;;r"of until the Building officiat has reviewed andapproved said future changes.
Plumbing Fire fnspecton N /A
Electrical Inspector:P&Z Administrator NIA
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REXBURG Please CompletFl'e Entite Application!
If the question does not apply fill in NA for non applicable
Am eri cai Family Co mmun ity
RESIDENTIAL BUILDING PERMIT APPLICATION
35 N 1" E, RE)CBURG,ID 83440
208-372-2326
PARCELNUMBER: -(We willptovide this fotyou)
SUBDIVISION, 5u t-r rne.c{ie.l d UNIT# BLocK#-l--L or# U
(Addtessing is based on the information - must be accuate)
Dwelling Units:Patcel Acres:
cONTACT PHONE # -l :,Q - A4;V{}
PROPERTYADDRESS' 21t ' LJ q;o sd Rz'/bUL9
PHONE #: Home ( )-
MAILINGADDRESS, ?.3ry
i ty, f"arlclt'rtt'f hcl,^;+ ' {-;t-}"}^
APPLICANT (If othet than ownet)
(Applicant if other than owner, a statement authorizing applicant to act as agent fot ownet must accompany this application.)
APPLICANT INFORMATION: ADDRESS CITY
STATE; ZIP EMATT FAX
PHONE #: Home ( )- Wotk ( )Cell (
pHoNE #: Home ( )- do* Q*q n;q' *i iV c.tfug -7 CQ le7ari
Eilr*it' 4.'{'i''";" r{$Lun*tDAHo REGrsrRArroN # & Exp. p,ffisQtr-J}+"yi
Did you tecendy purchase this property? No Yes (If yes, Jist previous owner's name)-
Is this a lot qplit? NO YES @lease bring copy of new legal description of property)
PROPOSED
amily Multi Family, Apadments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have tead this
appl-ication and state that the information herein is coffect and I swear that any information which may hereafter be given by me in hearings before the
nianning a"6 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 laris relating to the subject mattet of this application and hereby authorized representatives of the City to enter upoo t-he above-mentioned propety
for inspections p,upor.r. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in
cases of any false mistepresentation of fact in the apptcation or on the plans on which the permit or approval was based. Petmit void if not
started void if wotk stops for 180 days.
!/_, l( /_J3
DATE
wl6,NING _ BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non-refundable and are paid in full at the time of application beginning IzAEzryJzOOs
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
*,*Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear**
Signature of
il u,
35 N. lot 8,, Rexbu<g, Id 83,140
Building Sofety Deporlmenl
Clly ol Rexburg
CITY OP
REXBURG
An Kdn\l Fdrill! 6,Nmtni tt
O\XII{ER'S NAME
PROPERTYADDRESS 231.5 b qLD J Perrnit#
Watet Meter Quarrtltyl *+* ***x+**r***\f,/q lsg IVIetet SiZ e :
Requircd!!!Plumbing
vt-*(htfi)5.35 - /3o7,
(COMMBRCIAL/IND_USTR.HL) Total coe t of plumbing eye tcm (c onuscre d Amount)(whrdu lla corl ttnlh,fnh iillollld ngadhu af the loil ttpithuit.Tic lcu litnd-rtrtitt-thh hunsion Mt fall oooh ro(lirfit lla coi otrnohdnb iuloltod f.S.oyht! af the foiX ttfiyh1g it. Tfclcu lithf utdtt thh hgotiou ff iall opf httol ,tfftificdlf tleiliond cketybav oa lhittouu),
o Up to $10p00
o Ectween $10,001- $1001000
o Ovct $100,001
RESIDENTIAL
(tobl cost of systemx 0.02) + 60 - $
( (total cost of systcm - 10.000) x 0.01) * g26O = g
( (totel costof slrstem* 100,000) x 0.005) * gl,16O = g
Ncl SIngIc FAmltJt DuGUtg lncludlng al! bulldlnge n llh ruldng bclng conettuctcd 01 ctcA prcpcrq,. (*Beeed on llulog cpace,cce dcfraltlaa betoW)
tr Up ro 1,500 sq fr - $130 o 1,501 ro 2,500 sq ft - g195
tr 2,501 ro 3,500 sq 11 - $260 o 3,501 ro 4,500 sq fc _ gt2i
D pver d500 sq ft $325 olus $65 for each edditionsl 1pD0 sq fr. or portion rhcrcof (glzs + $65 x # of edditionql1.000 sg. ft.o' ponion rhcrcoO).
New i{riltl-Penlly DveUng (Cootrectorc Only)
DuplcxApnr.tmcnt 9260
Thrcc or rnore multi-family_unitsr $1S0 pcr buildin_g ptus 965 pcr unit: ($1 30 x # of buitdiaga) + (f,6-s s # of unira)Exletlng Reeldence, and Detqched. shop: 965 fcc plus g10 pcr fixtoic up to the maximur" of rhe correrpondingeq, fr, of the building ($65 + (910 x # of fxtrues)
Gray Water Systene: $(10
Lewn Sprlnlders/Beckflow Devtce I $65
Modular, Manufnctured or Moblle llomee: $65 for scrvet end rvatcr shrb connccrions
Multlpurpoae Flte Sprtnldct end Domeetlc'\t/etet Supply System: g65 fcc or $4 pct sprinklcr hcad rvhichqrcris greetet
Sevet & lVatcr
u $38 Scrvcr Linc n$38 !0atct Linc og65 Snvcr & Vntct- if inspcctcd at thc samc tiincn $65 Sover Runaround undcr hou.sc (chengc from scptic ro city)
MISCELI.ANEOUS
rr PInn Chccl<: 965 pcr hour
tr Technlcal Servlcer $65 per lrour
, o Ges Llne; $65
E Water Hceter Replacemerrt: $65
tr Rcqucotcd Inepcctlonl 965
o HydtodcHearlngl $65 + 1g1g x # of marrifolda/zonee)
l*llt St:,:,- epace vithin a drvclling unit intcndcd tt hTT hqbjtation vhich ma)r.icaEonably bc rrtilizcd for ulccping, cating, cooking.bathing, rvaehing, zccreltion, nod enniti-ciqa pu{poscc. .[n ualinished baeemcnr is coglid.r.d p"ri oirtr. ti"i"g "pu.".
n
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Conusc[or Liccnse nurnbcr &
_--t----.--/_-*-
Datc
I
35 N. 1.tE., Rexbwg, Id 83440
Building Sofety Depqrtmenl
Cify of Rexburg
owNERSNAME '' rtcl^..."r l-[o^o..
PROPERTYADDRESS 221"5 I=S gI,O *O PCrrNit#
SUBDIWSION 5r-n".,^.ran{i c.l d
PHASE LOT____/4_BLOCK___l_
cl1.Y Otj
BEIB"",uBG_
An e t i cai .Fhn I i ly Co n n il uil i ty
Requircd!!!
Mechanical Conftactor's Name
Address
Mechanical
(COMMERCTAL/rND-USTRTAL) Total cost of plumbing system (contractedArnount) $_.--(Includet the co$ of materiah kttalk(nsmlles oJthepanit uppl1ting tt. lltPu t;rtrilrrier th* intpution lpe shall applt to an1 and all mechanicalinstallatiorc not rpufirallt nentioned ehephm on thitfortz).
tr Up to $101000- (total cost of system x0.02) + 60 = $D Between $10,001 - $100,000 ( (total cost of i],stem _ 10.b00) x 0.01) + g260 = gtr over 9100,001 ( (total cost of system - 100.00b) x o.o'os; + $t,te o = $RESIDENTIAL
I{ew: Single Family Dwelling, iacluding aII buildings with uriing being constructed on each ptopetgt (*Based on Ew.ng space,see defraitioa below)
n_ Up to 1,500 sq ft - 9130
fl 2,501 to 3,500 sq ft - 9260
tr 1,501 to 2,500 sq ft - 9195
! 3,501 to 4,500 sq ft - fi325
IVew: Multi-Fanily Dwelltng (contractots 83j
* (sut "
D Duplex Aparnnent $260
! Threeormoremulti-familyunits: $l30perbuildingplus$65perunir ($130x#ofbuildings) + ($65x#of 'nits)tr Existing Residence, Modulat, Manuiactured or il{obil. Ao-., .od D.t "h.d shop: $65 fee plus $10 perxxHVAC equipment being installed up to the maximum of the corresponding sq, ft of the building'
_ ($65 + ($10 x # of fixtures))
MISCELI.ANEOUS
D Plan Check 965 perhour
D Technical Service: $65 per hour
D Gas Line: 965
D Water I{eatet Replacement: $65
tr Requested Inspection: $65
tr Fireplace/Solid Fuel B'tning Appliance: g65 per inspectioa
i"lm:
tg:r:;jn;::":H:-i::5"-,,"*'^:::*:^o t::|=i ,rrallatron wru9h may.reasonabry b_e :dry:d ror sreeping, eating, cooking,
tr Over 4,500 sq ft 9325 plus 965 for each additional 1,000sq ft. or portion thereof
l and saflitation puposes. An unfinished basement iis considered part of the living space.
nt, solar, water heater, etc.
Date
Cell,Phoneffi)
7
Bu ing Sofety Deportnren
City of Rexburg
CITY OF
BFXgUq
Ame ica\ Ihnily Ccn nunity
35 N. 1.t E'., Rexburg Id 93440
Phone - Q0S)359-3020/Hotiine - e0B)372_2344 /Fz.r_ eOB)3Sg_3022
OWNER'S NAME
PROPERTYADDRESS
SUBD]VISION
PUAsE Lor m
Requircd!!!ELECTRICAL
Electrical Contractor,s Name
cellPhone (ffi Phone (
Pernit# 12 00169
.-4" nZio \)4U t^- \ a,
2365 West 960 SouthPermanent power
r""Q7fi,+4 - $r;d.z
,iflW:,:?Hl^X:,:Xjjj,.I::l-":::'j:1.:q:"1.vJ..-,".[***)$-f:;?:;';:,;';:{#::;:f,#:!:: ;:;;:9i o1 it' p"o.'' 'npptl;ng; i;; i;;;;; ;i,;; ,; ,;;:;::;:i,ffiffi#, ,,*r,,,*, in$alla,ions
tr Up to 910,000 ^_D Between $10'001- $100,000 ar@ x 0.01) + g260 = gtr ovet $100'001 " ((@ x 0.005) * g1,160 = ssmall lvotks (conftactors oNL!: $1b'f.. fo, -oE r.ot o..E!'$200 in'.orllrrJrr", involving a change inservice connections. Does NOT tequire inspection.
RESIDENTIAT
rvew: siagle FamilyDwelling, iacluding atl buildings with winng being consttucted on each properqr. (xBased on liuing space,see defraition below)
n Up to 1,500 sq ft _ 9130tr 2,-501 to3,500 sq rt_g260 : l;i8i [ ?,iBB :l ft- $llitr ovet 4'500 sq ft $325 plus $65 for each additional1,000 sq rr .ti.ti.""Jr.t*i?mrrt + ($as x # of additional- _ -1-000 sq. ft. oroortion thereoO).I\lew: MuItLFamiIy Dwelling (Co orr""ii" OotylD Duplex Apartrnent $260tr Three or more multi-family,aits: $130 per buil{inq-p1": $_65f* unit ($130 x # of buitdings) + ($65 x # of 'nits)D Existing Residence, Moiulat, ManuLcturea oriaotite fio-.r, .nd D.tr"h.d shop: g65 fee plus $10 per
_ 3':::j,t:,;:t jl*,T:iTTd*:..:jj.,p_":!3g,q. rt. o?ae buitding ($65 + ($10 x # branch circuits))trCenttalHeating/CoolingSystems:$65When'Noi?;;;;.-;'il;iffi.^,
Witi"S
D Spas, Frot Troj, and swimming pools: g65 fee for each trip to inspectPurnps - lVatet, Irtigation, Sewage (each m o tit)tr $65 up to 25Hp ng95 _ 26 io 200Hp rg130 ovet 200 Hp
MISCELI-ANEOUS
u Tempotary construction Services-oNlY: 200 arnp or less, one location (for a period not to exceed 1 year) - $65! Temporary
1llsemenr
g65 fee plus g10 per dde, io.r..rrio' or generatortr rrdgation Machine: $65 for ceflter pivot plus $10 per tower of drive motor! Technical Seryice: $65 perhour
tr Plan Check 965 perhour
D Requested Inspection: $65
]Lt::g spac-e.- space within a drrelring unit intended fot human habitation w.bathin; *"rrri"g,"..t.",il.r,
"na sanitation Durooses. An rrnfini.l"".r -"""*-jin^T:L::i::""bh b..:t:d fot sleeping, earing, cooking,and sanitation purposes. An unfinished r"r.-.* i, .oiifi;;i.?';ffCil:::
Contractor
Date
Building Sofety Depqrlmenl
City of Rexburg
Phone: 208.372.2326Fax: 208.359.3022
SUBCONTRACTOR LIST
OF
35N l"E
Rexburg, lD 83440 www.rexburg.org
Excavation & Eathwork:
REXBI.IRG
Ame ica's FamilT Co mmu* i[y
2t-"1 ?na
g:t-5s19
5ep-tAor
..ndg A*"{,'.r Ec,l" rlqa. cstS
Insulation:/,.tr-L cLrC! cr I [5 J]fl S ur ir-.-l-i c
Drywall;C* .0..,,,.A tL'l - ./ J5 - J4 55
ba.fl{osen's 5:LR-t-]t]
/r,.''.iinc 3gt,-Jc,t1t
c3 L390
:C clar*&€ lc. f ..u ?'/5"8s53
Special Construction
(Manufacturer or Supplier)
Roof Trusse*
Floor/Ceiling J"i"t"t
Siding/Exterior Trim:L S- ec.acl- 585
BuilCrg Sofety Depqrfment a
www.rexDurg.org
OF
35N l'rE
Rexburg, ID 83440
City of Rexburg
Phone; 208.372.2326
Fax: 208.359.3022
REXBURG
Ane rica's Fruu ily Comm u ttity
Remodeling Yout Building/Home (need total constructions estimate, excluding fre, elecftical, plumbrng,
and Mechanical valuations) $
Residential
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
Unfinished Basement
Second fToorfioft area Finished basement
Commetcial
Construction Tlpe:Occupancy Type:
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall rneasurements of the building)
New Construction sq. ft.
Commetcial Remodel sq. ft.
Commerciai Addition sq. ft.
Utility, Misc. Private Garage sq. ft.
Storage sq. ft.
Multi-Fanily/Single Sta dent lfousing
sq. tt. per uflt
Manager Unit sq. ft.
t2 00t69
2365 W. 960 S. - SFR
04/12t2012
Routing:
Doner Quinton Owens (Please review by Monday, April23)
Please complete the following:
Don2,' NA
F I Review Plans
[ ! Enter Notes for the applicant under Submittals
I ! Update status in the Approvals tab
n ! Return building plan and this check list to Amanda Saurey
Notes:
KESzA.r*/- apTars rb /a.re thertay' rz;o-t'
4p7.*"4/ basd an P/on' no'k't cam7y'/n7
*rA €PZ rcjlurrezta"/s'
NA
I
REScheck Software Version 4.4.2.3
12 00169
2009 tEcc
Rexburg, ldaho
Single Family
Bldg. faces 0 deg. from North
174tt2
8o/o
8693
6
Owner/Agent:
Compliance:1.6%
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o.c.
Orientation: Front
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Front
Door 1: Solid
Orientation: Front
Wall 2: Wood Frame, 16" o.c.
Orientation: Left Side
Window 2: Vinyl Frame:Double Pane lvith Low-E
SHGC:0.35
Orientation: Left Side
Door 2: Solid
Orientation: Left Side
Wall 3: Wood Frame, 16" o.c.
Orientation: Back
Window 3: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Back
Door 3: Solid
Orientation: Back
Wall 4: Wood Frame. 16" o.c.
Orientation: Right Side
Window 4: Vinyl Frame:Double Pane with Low-E
SHGC: 0.35
Orientation: Right Side
Floor 1 : Slab-On-Grade:Unheated
Insulation depth: 4.0'
Furnace 1: Forced Hot Air 92 AFUE
Air Conditioner 1 : Electric Central Air 13 SEER
21
766 13.0
41
21
660 13.0
57
21
741 13.0
87
174 111
7a
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 IECC requirements in
REScheck Version 4.4.2.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title: SF6BI
Datra fi lename: C:\Users\Owner\Documents\REScheck\REGHIGH'rck
Report date: 04logl12
Page 1 of 5
Gom pl iance Gertificate
Project Title: SF6B1
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Construction Site:
2365 W 960 S
2365 W. 960 s. _ sFR
Office Copy
b" Baon4
IJ-*6tlr
10.0 33
6.0 ? 89.*G+f4 s4-':--:_ fhcatklv*-v
0.350 "/ 11
0.300 ../" 6
6.0 37
0.350 // 14
o.goo / 6
6.0 31
0.350/ zo
0.010 0
6.0 35
0.350 -' 30
P-ta?
Name - Title Signature Date
Project Title: SF6BI
Data fi lename: C:\Users\OwneADocuments\REScheck\REGH lGH.rck
Report date: 04109112
Page 2 of 5
REScheck Software Version 4-4-2.3
B
Inspection Ghecklist
Ceilings:
Ceiling 1: Flat Ceiling or Scissor Truss, R40.0 cavity + R-10.0 continuous insulation
D
Comments:
Above-Grade Walls:
Wall 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.
Comments:
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:
E Walt 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:
tr Wall 4: Wood Frame,
Continuous insulation
'16" o.c., R-13.0 cavity + R-6.0 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:
tr Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Comments:
E Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Comments:
E Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Comments:
Doors:
E Door 1: Solid, U-factor: 0.300
Comments:
B Door 2: Solid, U-factor: 0.300
Comments:
E 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: SF6BI
Data fi lename: C:\Users\Owner\Documents\REScheck\REGHlGH.rck
Report date: 04109112
Page 3 of 5
Comments:
Slab insulation extends down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontallv for atotal distance of 4.0 ft.
Heating and Gooling Equipment:
E Furnace 1: Forced Hot Air: 92 AFUE or higher
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 joist junctions), aftic access openings, penetrations, and all other such openings in the building envelope that aresources of air leakage are sealed with caulk, gasketed, weatherstripped or othenivise sealed with an air barrier 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) sealed 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 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 7ACH at 50 pascals OR 2) the following items have been satisfied:
(a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled orrepaired.
(b) Ceiling/attic: Air banier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d) Floors: Air barrier is installed at any exposed edge of insulation.
(e) Plumbing and wiring: Insulation is placed between outside and pipes. Baft insulation is cut to fit around wiring and plumbing, orsprayed/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 determineo.
tr Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
tr Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
Duct Insulation:
tr All ducts not 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.
B 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 181 B 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 1t2 inches 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).
O All ducts and air handlers are located within conditioned space.
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 78 degree F for the cooling cycle.
Project Title: SF6BI
Data fi lename: C:\Users\Owner\Documents\REScheck\REGHlGH.rck
Report date: 04109112
Page 4 of 5
-
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:
D Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential code.D For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC commercialBuirding Mechanicar and/or service water Heating (sections 503 and 504).
Girculating Service Hot Water Systems:
tr Circulating service hot water pipes are insulated to R_2.
tr
:J:::nti:t ffiliceiot
water svstems include an automatic or accessibte manuat switch to turn off the circulatins pump when the
Heating and Cooling piping Insulation:
tr HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming pools:
tr Heated swimming pools have an on/off heater switch.
tr Pool heaters operating on natural gas or LpG have an electronic pilot light.
A 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-recovereo 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, ancl c) the outdoor temperature isabove 40 degrees F (a manual shutoff control is also permitted to-satisfy i"quirement ,c,).
Gertificate:
B 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 raber, service disconnect raber or other requireJ rabers.
NOTES TO FIELD: (Buitding Department Use Only)
Project Title: SF6BI
Report date: 04109112
Page 5 of 5
Data fi lename: ClUsers\Owner\Documents\REScheck\REGHlGH.rck
Window
Door
0.35
0.30
0.35
NA
d 2009 IECG Energy
LU Efficiency Gertlficate
Floor / Foundation
Ductwork (unconditioned spaces):
50.00
19.00
30.00
Electric Gentral Air Conditioner
Water Heater:
Date: -
197 STOCKMAN BLVD , RIGBY,
Load Short Form
Entire House
KARTGHNER HOMES
lD aU442 Phone: 745-8468
Job:
Date:
By:
SF6Bl
APRtL,08,2012
ROBERT HALL
SF6B1, KARTCHNER HOMES
2365 W960 S, lD
Htg Clg
-6 89
68 75
74 14-H
50 50
57 -31
lnfiltration
Outside db f F)
Inside db ('F)
Design TD CF)
Daily range
Inside humidity(%)
Moisture difference(gr/lb)
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
Temoerature rise 72
Actual air flow 1020
Air flow factor 0.021
Static pressure 0.70
Space thermostat
LIVING ROOM
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
COOLING EQUIPMENT
lntl Comfort Products
13 SEER N Series P2 AC
N2pE30A(G)KA2*
ED*2X36J**+TD1
742249
Btuh
Btuh
OF
cfm
cfmBtuh
in H2O
13 SEER
19740 Btuh
8460 Btuh
28200 Btuh
1020 dm
0.062 cfm/Btuh
0.70 in H2O
1.00
358 6318 2557
Botd litalic vatues have been manually overridden
Printout certified by ACCA to meet all requirements of Manual 8th Ed.
159133
ROOM NAME Area(fr)Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
BEDl
STORAGE
BASE BATH
BED2
LAUNDRY
FLEX ROOM
CRAWL SPACE
BED3
BEDI
MASTER BED
MASTER WIC
MASTER BATH
KITCHENDINING
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
843
61
43
1093
0
2578
0
960
838
1 836
89
105
5411
96
23
16
102
0
364
0
58
32
69
11
10
106
52
4
3
68
0
160
0
60
52
114
6
6
336
;t:i -d+ rnrrightseft. Right-suit@ universal7.1.03 RSU06972
ICCh C,iOocumenb;nd Setiings \ROBERT HALL \My Documents \Wrightsoft HVAC \RALEIGH MODEL Sl 2224 'rup Calc
2O12-Apt-Og 17 :57i43
Page 1
Entire House d
Other equip loads
Equip. @ 0.94 RSM
Latent cooling
3040 48548
3742
16/.15
708
1 6096
0
1020 1020
TOTALS 3040 52290 16096
Bold litalic values have been manually overridden
Printout certified by ACCA to meet all requirements of ManualSth Ed.
1020 1020
$ ,"5y;g6t 4aft- Right-Suite@ Universal7.1.03 RSU06972
C:iDocuments and Settings \ROBERT HALL \My Documents \Wrightsoft HVAC \RALEIGH MODEL Sl 2224.Np Calc
2O12-Apt-O9 17:57:43
Page 2
Building Analysis
Entire House
KARTCHNER HOMES
lD a34442 Phone: 745-8468
Job: SF6BI
Date: APR|L,08,2012
By: ROBERTHALL
197 STOCKMAN BLVD , RIGBY ,
For:SF6B1. KARTCHNER HOMES
2365 W960 S. tD
Location:
ldaho Falls, lD, US
Elevation 4741 ft
Latitude: 44'N
Outdoor:
Dry bulb('F)
Daily range ('F)
Wet bulb('F)
Wnd speed (mph)
Heating-6 Cooling89
34 (H )607.5
lndoor:Indoor temperature ('F)
Design TD CF)Relative humidity(%)
Moistu re difference(gr/ b)
lnfiltration:Method
Construction quality
Fireplaces
Heatigg
74
50
57.0
SimplifiedSemi-loose0
Gooling
14
50-31.5
r s-.0
Component Btuffi Btuh % of load
Walls
GlazingDoors
CeilingsFloors
lnfiltrationDucts
PipingHumidification
Ventilation
AdjustmentsTotal
5.0
25.9
0
1.6
8.4
4.3
14361
5569
0
2475
12734
13410
0
0
0
37420
52291
27.5
10.6
0
4.7
24.4
25.6
0
0
07.2
100.0
Component Btufr/fF Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltrationDuctsVentilation
Internal gains
Blower
Adjustments
Total
0.6
31.30
0.90o.4
18246729
01404
0
1357
0
708
51 00
0-0
17123
10.7
39.3
0
8.2
0
7.9
0
4.129.80
100.0
Overall Uvalue = 0.077 Btuh/fF-"F
Data entries checked.
g "r{*- llirr"a$i'rtsc1r1t* Right-Suite@ u niversal 7.1.03 RSU 06972
,{Cffir. C:\Documents and Settings \ROBERT HALL \My Documents \Wrightsoft HVAC \RALEIGH MODEL Sl 2224.rup Calc
20'f 2-Apr-09'17 157 :43
Page 1
.I97 STOCKMAN BLVD . RIGBY .
Gomponent Constructions
Entire House
KARTCHNER HOMES
lD 834442 Phone: 745-8468
Job:
Date:
By:
SF6B1
4PRtL,08,2012
ROBERT HALL
SF6B1, KARTCHNER HOMES
2365 W960 S. rD
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
9
15.0
Cooling
89
34 (H )60
7.5
Indoor:
Indoor temperature ('F)
Design TD CF)Relative humidity(%)
Moisture difference (g r/b)
Infiltration:
Method
Construction quality
Fireplaces
Heating
68
74
50
57.O
Simplified
Semi-loose
0
Gooling
75
14
50-31.5
Gonstruction descriptions
Walls
1 2 E-0sw : Frm wall , vnl ext, 3/8" wood shth , r-1 9 cav ins , 1l2"
gypsum board int fnsh , 2"x6" wood frm
Partitions(none)
Windows
61 C: VINYL .35 U - VALUE; NFRC rated(SHGG0.35)
Doors
11D0: |1D0
Ceilings
168-44ad:Attic ceiling, asphalt shingles roof mat , r-44 ceil ins, 1/2"
gypsum board int fnsh
Floors
22A-cpl: Bg floor , light dry soil, carpet flr fnsh
Area
tr
Or
n
s
w
all
t.tvalue Insul R Htg HTM
Btuhff"'F ff-"FBluh Btuilff
Loss
Btuh
Clg HTM
BtuMf
Galn
Btuh
687
766
660
741
2854
5.03
5.03
5.03
5.03
E n'l
3457
3855
332'l
3729
14361
439
490
422
474
1824
0.068 '19.0
0.068 19.0
0.068 19.0
0.068 19.0
0.068 19.0
0.64
0.64
0.64
0.64
0.64
n
e
s
all
0
0
0
0
n
e
s
all
30
41
57
87
215
2'l
21
21
63
1520
174
0.350
0.350
0.350
0.350
0.350
0
0
0
0
0.022
0.989
11 .5
37.7
20.6
37.7
29.5
0
0
0
0
0
0
0
0
0
25.9
25.9
25.9
25.9
25.9
0
0
0
0
1.63
73.2 12734
0.92 1404
346
1544
1177
3276
6343
0
0
0
0
777
1062
1476
2253
5569
0
0
0
U
247544.0
0
{*- i,*rlgtrt*Fft- Right-suite@ universal71 03 RSU06972
C:\Documents and Settings \ROBERT HALL \My Documents \Wightsoft HVAC \RALEIGH MODEL Sl 2224.tup Calc
20 1 2 -P^pr -Og 17'.57 i 45
Page I
Project Summary
Entire House
KARTCHNER HOMES
lO 834442 Phone: 745-8468
Job:
Date:
By:
SF6B1
APR1L,08,2012
ROBERT HALL
For:
Notes:
SF6B1. KARTCHNER HOMES
2365 W960 S, lD
HOME FACES NORTH
197 STOCKMAN BLVO , RIGBY '
Weather ldaho Falls,lD, US
Winter Design Gonditions Summer Design Conditions
Outside db
lnside db
Design TD
Structure
Ducts
Centralvent(55 cfm)
Humidification
Piping
Equipment load
-6 'F Outside db
68 "F Inside db
74 "F Design TD
DailY range
Relative humiditY
Moisture difference
Heating Summary Sensible Gooling Equipment Load Sizing
89 'F
75 'F
14 "F
H
5O o/o
-31 gr/lb
-566 Btuh
0 Btuh-984 Btuh
0 Btuh
48548 Btuh
0 Btuh
3742 Btuh
0 Btuh
0 Btuh
52290 Btuh
Structure
Ducts
Centralvent(55 cfm)
Blower
Use manufacture/s data
Rate/swing multiPlier
Equipmenl sensible load
16415 Btuh
0 Btuh
708 Btuh
0 Btuh
n
0.94
16096 Btuhlnfiltration
MethodConstruction qualitY
Fireplaces
AreaffiVolume (ff)
Air changes/hour
Equiv. AVF(cfm)
Make InflComfort Products
Trade TemPstar
Model N9MP2075B12*.
GAMA ID 70305
Efficiency
Heating inPut
Heating outPut
Temperature rlse
Actual air flow
Air flow factor
Static pressure
Space thermostat
Latent Cooling Equipment Load Sizing
Heating EquiPment Summary
StructureDucts
Centralvent(55 cfm)
Equipment latent load
Eouioment total load 16096 Btuh
ndq.iotat capacity at0.70 SHR 1'9 ton
Gooling EquiPment Summary
Make Infl Comfort Products
Trade 13 SEER N Series P2 AC
Cond N2A330A(G)KA2-
coil 5g*2439J*"+TDl
ARI ref no 742249
emciency 13 SEER
Seh-sioiicooting 19740 Btuh
[Jiint cooting - 8460 Btuh
ili;iaoolins- 28200 Btuh
Actuaf air flo:w 1020 dm
Aiinow iactol o'062 cfmBtuh
Static pressure 0'70 in H2O
i.lJidnJirle heat ratio 1'oo
SimPlified
Semiloose0
Heatinq Cooling
3040 3040
27360 27360
0.43 0.23
196 105
90 AFUE
75000 Btuh
68000 Btuh
72 "F
1020 cfm
0.021 cfm/Btuh
0.70 in H2O
Botd litatic vatues have been manually overridden
Printout certified by ACCA to meet all requirements of Manual 8th Ed'
{il- rarggfrt6ofy Right-Suit@ Universal7'l 03 RSU06972
c:iDocuments and seuings \R.;ERT HALL \My Documents \wrightsofi HVAC \*^LEIGH MODEL Sl 2224 rup calc
2012-APr-09 17:57:45
Page 1
Right..J@ WorksheetEntire House
KARTCHNER HOMES
Job: SFGBI
Date: APR|L,08,2012
By: ROBERT HALL
197 STOCKMAN BLVD , RtGBy , tD e34442 phone: Z45_0468
1
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
Entire House
348.0 ft9.0n d
3040.0 n,
BED 1
27.0 ft9.0 fi heat/cool
14.0 x '13.0 fl182.0 fi2
Ty Construclion
number U-value
(Btuh/ft,rF)
Or HTM
(Btuh /ft,)
Area (ft,)
or perimeter (fl )
Load
(Btuh)
Area (ft1
or perimeter (ft )
Load I(Btuh) |
Heat Cool Gross HeatN/P/S Cool Gross N/P/S Heat Cool
6lW:IHlwi l l__c
I t-D
IWI t-c
I t-D
IWl.*lF
I
12E{swqlC i
1,190
12EOsw6lc
11D0
l2EOsw
61C
1tD0
12EOsw
61C
l6B-44ad22Aapl
5.03
25.90. :0.00
5.03
25.90
0.00
5.0325_90
0.00
5.03
25.90
1.63
73.'t9
i ;,:s:i I
| 0.0001 n
I o.ooa I e
| 0.350 | e
I o.oool e
| 0.068 | s
| 0.350 | s
| 3:3381 ;
l|:!:31:tlll::l
IIIII
738.30
21
626
41
21738
21
828
87't520
1520
I
| ,?:331I o.ool
| .l:e{
l,l'E!l| 3331
I ez.osl
I o.s2l
| 0.001IIIIIII
3457
!3855
1062
03321
1476
3729
2253
2475
12734
oaz I. :01;il
.#l
0l,,iil'fffl
III
III
439
345c
490't544
422'1177
474
3276
1404.
0
117
0
0
126
16
o
0
0
0
142
00
0
589
0
0
554
.414
00
0
0
1976
I
rrrll"llol'"31
3l
0l,?lI
I
I
.oq
75
0
070
390
0
0
00
0
I
o c) AED excursion 387 12
Envelope loss /gain 351 39 9958 JCSJ 488
12 4 Infiltration
b) Room ventilation 13410
0
1357 1040
0
105
0
13 lnternal gains : Occupants @ 2SO
Appliances @ 1800
o '1500
3600
1 250
0
Subtotal (lines 6to 13)48548 16415 4573 843
't4
15
Less extemal load
Less transferRedistribution
Subtotal
Duct loads 0o/l 00k
48548
0
n
-0
16415
0 006 0o/l
0
0
0
4573
0
0
0
0
843
0
Total room load
Aif required (c'fm )48548
1Q20
16415
1020 4573 843
cz
Right-J@ Worksheet
Entire House
Job: SF6BI
Date: APR|L,08,20l2
By: ROBERT HALL
KARTCHNER HOMES
ffi C,iOo"urents]nd iettings tnOeeRr H4LL \My Documents \Vvrightsoft HVAC \RALEIGH MODEL Sl 2224.tup Calc Page 2
197 STOCKI\4AN BLVD , RIGBY , lD 834442 Phone: 745-8468
1
2
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
STORAGE
7.0 ft
9.0 ft heal/cool
7.o x 13.0 ft
9'1.0 ft,
BASE BATH
5.0 ft
9.0 ft heal/@ol
11.0 x 5.0 ft
55.0 ft"
Ty Construclion I U-value
number | (Btuh/fi'-'F)
Or HTM
(Btuh /ft 1
Area (ft 1or perimeter (ft)
Load
(Btuh)
Area (ft1
or perimeter (ft)
Load
(Btuh)
** l "oo,
Gross N/P/S Heat Cool Gross N/P/S Heal Cool
o
'l'l
Vil | 12E{sw
F---G | 61Cr__D | 11D0
w I tzeoswf-+lorct-DIIiD0
W | 12Eosw
l-G | 61CLolrroo
W | 12E€swL---c I otc
C | 168-44ad
F lz2\{,pl
0.0681 n
0.3sol n0.0001 n
o.ooal e0.3501 e
0.0001 e
0.068 I s0.350 | s
o.ooo I s0.0681 w
0.3501 wo.o22l0.989 |
s.oe | 0.64
25.901 fi.55
0.001 0.00
s.ool 0.64
25.90 | 37.65
0.001 o.o0
5.03 I 0.64
25.901 20.65
o.oo I o.oo
5.031 0.64
25.90 | 37.65r.oo I o.e2^.,'l 0.00
IIIIIIIIIIII
00
0
0
0
0
63
0
0
0
0
0
91
ol0l0l3l
0l.31
olilI
oltl
0l.'ll
,r!l
I
olal0l
0l0l
0l401ql
0l0
000
00
0
45
0
00
0
.0
0
0
0
J3
00
0
45
0
0
0
0
0
0
0
0q
ol
0lol"ll:;l
0l
.u3 |I
I
I
0lql
0l2sl
0l
0l
00
0
0
0
00
6 c) AED excursion
Envelope loss /gain 829 34 592 24
12 a) Infiltration
b) Room ventilation
270
!
27
0
10?
0
19
0
't3 Intemal gains : Occupants @
Appliances @
250
1800
0
0
Subtotal (lines 6 to 13)1099 6 /dc 43
14
15
Less extemal load
Less transfer
Redistribuiion
Subtotal
Duct loads OVI ook
0
0
0
1099
0
61
Oo/l Oo/l
0
0
0
745
0
4a
Total room load
Air required (c-fm )
1 099
23
61A
785
16
43
?
Right-.@ Worksheet
Entire House
KARTCHNER HOMES
Job: SF6BI
Date: APR|L,08,2012
By: ROBERT HALL
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
1
2
J
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
BED 2
26.0 ft
9.0 ff heat/cool
14.0 x 12.0 n
168.0 ft'
LAUNDRY
7.0 ft
9.0 ft heat/cool
7.o x 13.0 ft
91.0 ft,
Ty Construction
numDer
U-value(Btuh/fr4'F)
Or HTM
(Btuh /ft'?)
Area (ft1
or perimeter 0)
Load
(Btuh)
Area (ft')
or perimeter (ft )
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
o
11
Wl-cln
Wl--GrD
vy
F----€L--D
Wl-c
F
12EOsw
61C
11DO'l2E{sw
61C
11D0
12EOsw
61C
11D0
12EOsw
61C
168-44ad
22A4pl
0.068
0.350
0.000
0.0680.350
0.000
0.068
0.350o.ooo
0.068
0.350
0.022
0.989
n
n
n
e
s
s
3
5.03
25.90
0_00
25.90
0.00
5.03
25.90
0.005.03
25.90
1.63
73.19
o.o+l't 1.551q.001
0.641
37.651
o.ool
0.641
20.6513 3tloz.osl0.s21
0.001IIllIIIIl
12610lol
roa I161000
.0
0
0
0
168
126
0
0
s2
0
0
0
0
0
0
0
zo
634
0
0
463
4't4
0
0
0
00
0
0'1903
'll
ol.#lolol
0l3lolol
0lI
IIIII
63
00
0
0
0
0
0
0
0
0
0o1
6ll
ul
0l
0
0
0
o
0
0
0
0
0
7
3'17
0
0
00
0p
0'0
0
0
0
512
40
0
0
0
0
0.0
0
0
0
0
0
0
6 c) AED excursion -25
Envelope loss /gain 3414 71 6ZU 34
12 4 Infiltration
b) Room ventilation
1002 101(270
n 0
la fntemal gains : OccuPants @ 250
Appliances @ '1800 1 25C(
Subtolal (lines 6to 13)4416 1 068 1099 61
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads 00/,OVr
0
455
4871
2a1093
oon oo/l
0
0-1099
0
0
0
0-61
0
0
Total room load
Airrequired (c,fm )
4471
102
1093 0
0
:{{*Fr g.196suments and Settings \ROBERT HALL \My Documents \Wrightsof HVAC \RALEIGH MODEL Sl 2224'rp Calc Page 3
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SF6BI
Date: APR|L,08,2012
BY: ROBERTHALL
197 STOCKMAN BLVD , RTGBY , tD 934442 phone: 745-8468
1
2
3
4
5
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
FLEX ROOM
46.0 fi9.0 ff heat/cool
1.0 x 563.0 ff563.0 fl'
CRAWL SPACE
56.0 ft9.0 fi heat/cool'l .0 x 370.0 ft370.0 fi2
Ty Construction
numDer U-value(Btuh /fi,-" F)Or HTM
(Btuh /ft J
Area (fr 1or perimeter (ft)Load
(Btuh)
Area (n1
or perlmeter (fl )
Load
(Btuh)
Heat I coot Gross N/P/S CoolHeal Gross N/P/S Heat Cool
11
\A/l----c
W
L------Gt;
T-.L-D
WlG
c
F
'l2E{sw
6ic
11DO
12E{sw
61C
1 1D0
12E{sw
61C
1tD0 .
12E{sw
61C
168-44ad
22Aapl
.0.0680.350
0.000
0.068
0.3s0
0.000
0.068
0.350ro.ooo
0.068
0.o220.989
nn
n
s
s
s
0.6,{
11.55
0.0c
0.64
0.0c
0.64
20.65
0,000.64
I
s.os I25.e0 |0 0ol
5.03 |25.e0 |0.00 |s.03 |25.90 |o.oo I5.03 |zs.so I1.63 |?3.1 '
IIIIIIIIII
I
0
180
0
234
0563
180
0
0202
0
0
46
lliti"t|31 3l "iI ;l ;il ,,i
| *Bl tzosl B
| 3367 | ol 370ttlrll
tl||l||ltlttlllllllttllllttl
180
f
144
0
180
.0
5b
906
0g
725
0
0
0
0
i0
906
0
0
4098
't15
00
0
0:0
0:0
115
0
0
0
6 c) AED excursion 427 -54
Envelope loss /gain 6t18 1876 ooJc zo6
12 4 Intiltration
b) Room ventilalion 177a(179 2158
0
218
0
11 lntemal gains : Occupants @ 2SO
Appliances @ 1800 0
0
Subtotal (lines 6 to 13)7890 2056 8792 486
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Oo/l ooa
9437'17327 522
2578
Oo/o oo
0
0-4792
0
0
0
0-486
0
0
Total room load
Air required (cfm )17327
364
2578
160 0
0
0
0
Printout certified bv ACCA to meet all reouiremenis of Manual 8th Ed.
g. -+l.t- wrr*tlrt**fk" Right-Suite@ Universat7.1.O3 RSU06972
/Gft C:\Documents and Settings \ROBERT HALL \My Documents \Vwightsoft HVAC \RALEIGH MODEL Sl 2224.tup Calc
2012 npr-09 17 i57.45
Page 4
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
834442 Phone: 745-8468
Job: SFGBI
Date: APR|L,08,2012
BY: ROBERTHALL
197 STOCKMAN BLVD , RIGBY. ID
1
4
5
Room name
Exposed wall
Ceiling heighi
Room dimensions
Room area
BED 3
26.0 ft
9.0 ft heat/cool
1.0 x 151.0 fl151.0 ft'
BED4
1.t.0 ft9.0 fi heat/cool
1.0 x 161 .0 fr161 .0 ft2
Ty Conslruclion
number U-value(Btuh /fta'F)
Or HTM
(Btuh /fi,)
Area (ft 1or perimeter (ft Load
(Btuh)
Area (ft1
or perimeter (fr)Load I(Biuh) |
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
o
11
Wl^
t;
Wl----€'-D
T-"rD
W€c
F
l2EOsw
61C
11DO
12E{sw
61C
11D0
12EOsw
01c
11D0
12EOsw
61C
168'44ad
22A+pl
0.068l n
0.3501 n
0.000 | n
o.ooel e
0.3501 eo.oool e
0.068 | s
0.3501 so.ooo I s0.0681 w
0.3501 w
o.o22l' *'l
IIIIIIIIIII
C.UJ
25.90
0.00
5.03
25.90
0.00
tnt
25;90
0.00
25.90
1:6373.19
0.64
1'1.5€0,0c
o.64
37.65
0.00
0.6420.65
0.00
0.64
J/.Oa.0.92
0.00
117
t(
1i7
1€
c
151
11i((
1A1
151
58!((
50€
414
24G
7a
c
c65330
140 161
al
0
161
0
418
414
262
0
0
o
0
0
0
.53
330
0
0
0149
0
o c) AED excursion 13
Envelope loss /gain 1757 609 1094 545
12 4 Infiltration
b) Room ventilation 1002 101(424
f
43
0
13 lntemal gains : Occupanls @ 2AO
Appliances @ 1800
'l 250n 0
250
0
Subtotal (lines 6 to '13)2759 960 1518 838
14't5
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads Oo/o ool
2759 960
ook 0o/l
0
0015'r8
0
0
0838
0
Total room load
Air requked (cfm )
2759
5€e60 |601
'1518
32
eae
52
m C:\Documents and Settings \ROBERT HALL \My Documents \Vwightsofl HVAC \RALE|GH MODEL Sl 2224.tup Calc page s
Right-.J@ Worksheet
Entire House
Job: SF6BI
Date: APR1L,08,2012
By: ROBERTHALL
KARTCHNER HOMES
197 STOCKMAN BLVD , RIGBY , lD 834442 Phone: 745-8468
printout certified bv ACCA to meet all reouirements of Manualgth Ed'
,,*. *4* rrhrrlml}att****" Right-Suit@ U niversal7 1 03 RSU 06972 u rr^ntrr .t trz4nro catc
2o12-Apt-o917157:45
.4Gh 6.1pss'ments and Settings \ROBERT HALL \My Documents-fWrightson HVnC \MLEIGH MODEL Sl 2224'rup Calc Page 6
1
2
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BED
29.0 n
9.0 ft heat/cool'17.O x 12.0 ft
204.0 flz
MASTER WC
5.0 ft
9.0 ft heat/cool
11.0 x 5.0 ft
55.0 fl2
Ty Construction
numoer
U-value
(Btuh /fr1" F)
Or HTM
(Btuh ift 1
Area (ft')
or perimeter (fl )
Load
(Btuh)
Area (ft')
or perimeter (ft)
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
:tL"
I l--D
,li lY--"l**IFl**tlJ
IP
o.ooe I0.390 I0.000 |o.ooa I0.350 |o.ooo I0.068 |0.350 |o.ooo I0.068 |0.350 |0.0221
0.989 |
12E{sw
61c: :
11D012Eosw
6'lc
11D0
12E€sw
61C::
11DO
12Eosw
61C
168-44ad
22A4pl
nn
n
e
e
s
s
s.oo I2s.90 I0.00 |s.os I25.e0 |0.00 |5.03 |25.90 Io.oo I5.03 |25.90 I,l?3|
:o.oql
- -^lu.uul
0.641
37.651
o.ool0.641
20.651
0.001
0.641sz.osl0.e21
0.001I
1';l
0l'??l
il3l4l
I
lttl!
lttltl
e3l
ol
Jiltl
3lol
188 |0l
il'31
ol3l
4l
:ll'31
,lltl'31
I
226
0l 00l 00l 0
0l 0
0l 0
0l 0901 : 5l0l c
29
6 c) AED excursion -cd .10
Envelope loss /gain 2167 1223 316 70
12 a) Infiltration
b) Room ventilation
1117 113
c
193
0
to
13 lntemalgains: Occupants @ 25o
Appliances @ 1800
500
0
0
0
Subtotal (lines 6to 13)3285 1836 509 89
l4
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads Oo/l Oo/o
3285 1836
ool oo/,
0
0
0
509
0
0
00
89
0
Total room load
Airrequired (cfm )
3285 1836
114
509't1 89
o
Right-J@ Worksheet
Entire House
KARTCHNER HOMES
Printout certified bv ACCA to meet all reouirements of Manual 8th Ed
Job: SF6B1
Date: APR|L,08,2012
By: ROBERTHALL
197 STOCKMAN BLVD , RIGBY , lD AU442 Phone: 745-8468
1
a
4
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
MASTER BATH
4.0 ft9.0 fl heat/cool
7.O x'12.O ft
84.0 ft'
KITCHEN /DINING
43.0 fl
9.0 fr heat/cool
1.0 x 507.0 fi507.0 ft,
Ty Construction
number
U-value
(Btuh/fl'?-'F)
Or HTM
(Btuh /ft 1
Area (fr 1or perimeler (fl )
Load
(Btuh)
Area (ft1
or perimeter (ft)Load(Btuh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
:
11
W.. rl+c
Wl-----crD't---€
l-D
WlG
c
F
12E{sw
6fCi.i :
11D0
12E{sw
61C
1 1D0'12E{sw r
61C
11 DO
12EOsw
61C
168-44ad
22{f,pl
0.068
0.350
0.000
0.068
0.350
0.000
0.068q.350
0.000
0.068
0.350
0.o22
0.989
rn,,lt
tl
s
s
s
c.uc
25.90o.oo
5.0325.90
0.00
.5.03
2190
0.00
C-UJ
25.90
1.63
73.19
0.64
11.55
0.0c
0.64
37.6€
0.0c
0.64
20.6€
0.0c0.64
37.6€
.0.92
0.0c
JE
84 840
181
0
0
0
147
23
0
0
0
0
0
0
0
0
0
0
78
0
153
21234
za
507
123
..::c:21
209
c
6n7
0
0
0
0
0
0
619
233o
1052
647
825
0
i0o0
0
0
079
186
0'lu
941468
0
6 c) AED excursion -'t64
Envelope loss /gain 318 6!3377 1644
4 Infiltration
b) Room ventilation
154
0
l€1 657
0
168
't3 lntemalgains: Occupants @ 250
Appliances @ 1800 0
3600
Subtotal (lines 6to 13)472 105 5034 541'l
't4
15
Less external load
Less transferRedistribution
Subtotal
Duct loads 0o/o 001.
472 105
0o/l 0o/o
5034
0
0
0
0
5411
0
Total room load
Air required (cfm )
4721C 105
o
5034
106
5411
336
.&., -tt - lvrt#flrr**rR- Right-Suite@ Universat7.1.03 RSU06972ffil\ C:\Documents and Settings \ROBERT HALL \My Documents \Wrightsoft HVAC \RALE|GH MODEL Sl 2224.rup Catc
2O12-Apt-Og 17:57:45
Page 7
Right-.J@ Worksheet
Entire House
KARTCHNER HOMES
Job: SFGB1
Date: APR|L,08,20l2
By: ROBERTHALL
197 STOCKMAN BLVD, RtGBy, tD 934442 phone: 745-8468
1
?
4
c
Room name
Exposed wall
Ceiling height
Room dimensions
Room area
LIVING ROOM
56.0 ft
9.0 ff heat/cool
1.0 x 358.0 fi
358.0 ff'
Ty ConstrucUon
numDer U-value(Btuh/fl4'F Or HTM
(Btuh /fr,)
Area (ft1
or perimeter (ft )
Load
(Btuh)
Area
or perimeter Load
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
1
0.068
0.3500.000
0.068
6 lW | 12EOsw. I Fcl61c. I r--Dl11D0.lW lrzeos*1l f-Gl61C
I L--olttoo
I W | 12Eosw
ll--Gl61C
lLolrrooI W | 12EOsw
I t-----clotc
I C | 168-44ad
I F l22Aepl
0.350
0.000
0.068
0.350
0.000
0.068
0.350
0.o22
0.989
n I s.03
n | 25.90
n | 0.00e I s.o3
e | 25.90
e | 0.00
s | 5.03
s | 25.s0
s | 0.00
w | 5.03
w | 25.e0- | 1.63- | 73.'19
0.64
1 1.550.Qq
0.64
37.65
0.00
0.64
20.65
0.00
0.64
37.65
0.92
0.00 '1
II
I
129-:.0
21'123
0
21
00
0150
0
?6e
0
I
il
^!l
llil 1
IIIIIII
82346
0ns
0
OA
130
331
0
c) AED excursion 275
Envelope loss /gain 4160 2339
12 4 Infiltration
b) Room ventilation 2158
0
21t(
le fntemal gains : Occupants @ 2SO
Appliances @ 1800
Subtotal (lines 6 to 13)631 8 2557
14
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads ook ook
06318
0
2557
Total room load
Ah requked (cfm )63'18133 zssz I159 |
Main flor
"{52 cft =n168
"ft
BED4
l-4q159 cfm KITCHEN/DINING
_MASTER WtC.-11cfm
"a t t+ cfm MASTER BED
LIVING ROOM
Job #: SF6B1
Performed by ROBERT HALL for:
SF6B1
2365 W 960 S
ID
KARTCHNER HOMES
197 STOCKMAN BLVD
RtcBY, tD834442
Phone:745-8468
Scale: 1 : 82
Page 1
Right-Suite@ Universal
7.1.03 RSt.06972
2012-Apr-09 17:58:20
and Settings\ROBER..
Basemer
!
Job #:SFGBI
Performed by ROBERT HALL for:
SF6B1
2365 W960 S
ID
KARTCHNER HOMES
197 STOCKMAN BLVD
RIGBY,lD834442
Phone: 745-8468
Scale: 1 : 82
Page2
RightSuite@ Universal
7.1.03 RS|.I)6972
2012-Aor-09 17:58:20
\Documents and Settings\ROBER..
SF6BI
APRtL,08,20l2
ROBERT HALL
Job:
Date:
By:
I DuctSystemSummary
Entire House
KARTCHNER HOMES
197 STOCKMAN BLVD , RtcBY , tD A94442 phone: 745-8468
SF6B1, KARTCHNER HOMES
2365 W960 S. tD
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective lengthfl-E L)
Heating
0.70 in H2O
0.35 in H2O
0.35 in H2O
0.16 /0.19 in H2O
0.069 in/100ft
1020 cfm
Cooling
0.70 in H2O
0.35 in H2O
0.35 in H2O
0.16/0.19 in H2O
0.069 in/100ft
1020 clm
Name
Design
(Btuh)
Htg
(cfm)
clg
(cfm)
Design
FR
Diam
(in)
HxW
(in)
Duct
Matl
Actual
Ln (f0
Ftg.Eqv
Ln (f0 frunk
BASE BATH
BED 1
BED 2
EEU J
BED4
FLEX ROOM
FLEX ROOM.A
FLEX ROOM.B
KITCHEN /DINING
KITCHEN /DINING -A
LIVING ROOM
LIVING ROOM -A
MASTER BATH
MASTER BED
MASTER WC
STORAGE
h 785
h 843
h 4871
c 960
c 838
h 5776
h 5775
h 859
c 2706
c 2706
c 1279
c 1279
h 472
c 1836
h 509
h 1099
16
96
102
58
32
121
121
121
53
53
66
66
10
69
11
23
3
52
68
60
52
53
53
53
168
168
79
79
6
114
6
4
0.083
0
0.074
0.080
0
0.069
0.081
0
0.072
o.077
0.077
0.080
0.170
0.074
0.076
0.086
6.0
0
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
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
shMt
ShMt
ShMtshMr
ShMt
shMt
ShMt
ShMt
ShMt
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
26.0
22.0
175.0
0
200.0
165.0
0
200.0
155.0
0
190.0
165.0
170.0
170.0
90.0
200.0
185.0
165.0
st2
st1
st2A
st2
st2
st2
st2A
st3
st3
st1
st2
st2
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
st1
st2
st3
st2A
Peak AVF
Peak AVF
PeaK AVF
Peak AVF
761
457
133
111
856
515
159
228
0.069
0.069
0.o77
0.077
770
662
358
512
14.0
11.6
7.3
8.4
8x2O
8x 14
8x8
8x8
ShtMetl
ShtMetl
ShtMetl
ShtMetl
stl
st1
st2
Bold litatic values have been manuaily overridden
4*- v!,rigrhtssft" Right -Suite@ U niversat 7. 1.os RSU 06972
c:\Documents and settings \RoBERT HALL \My Documents wvhightsoft HVAo \RALE|GH MoDEL sl
2Ol2-Apt-Og 17:57:47
Page 12224.rup Calc
\lame
Grill
Size(in)
Htg
(cfm)
clg
(cfm)
TEL
ffo
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb5
rb7
rb6
rb2
rb1
rb3
rM
0x0
0x0
0x0
0x0
0x0
0x0
0x0
101
133
63
224
136
243
122
117
159
175
121
59
107
282
272.0
148.0
120.0
95.0
177.0
223.O
0
0.069
0128
o.157
0.199
0.107
0.085
0
371
503
553
708
429
384
893
6.7
6.6
6.5
6.9
6.4
8.4
0
14lB.25
MA.25
14f..25
14r..25
14)B.25
2-14tr.25
M4.25
10)€
10€
10)€
10)€
10)€
2-10A8
10)€
SJSp
SJSp
SJSp
SJSp
SJSp
SJSp
SJSp
rtlB
rt1
rt1
rt1
tt1
rtlA
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)Duct
Material Trunk
rt1 B
rt1
rtlA
PeaK AVF
Peak AVF
Peak AVF
101
898
343
'117
738
224
0.069
0.069
0.069
264
674
618
6.7
14.2
9.9
8x8
8x24
8x10
ShtMetl
ShtMetl
ShtMetl
rtlA
rt1
4J- wrrrightssft- Right-Suite@ U niversat 7.,t.03 RSU 06972
c:\Documents and settings \RoBERT HALL \My Documents \wightsoft HVAC \RALEIGH MoDEL st 2224.tul catc
2012-Apr-09 17:57:47
Page 2
Structural Calculations 12 Apr 2012
For: Kartchner Homes
Plan #: Raleigh
Location: Lot#6 Block 1, Summerfield
From: York Engineering Inc.
2329 W . Spring Hollow Rd.
Morgan, Utah 84050 (801) 376-3501
Design Criteria 2009 IRC:
RoofLoad;
Live Load (PSF)
Dead Load (PSF)
Floor Load;
Live Load (PSF)
Dead Load (PSF)
Seismic Zone:E
Wind Speed: 90 mph (110 mph 3 second gust) Exposure: C or
100 mph (120 mph 3 second gust) Exposure: B
Material Properties & Assumptions
Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab)
Concrete Reinforcement: ASTM ,{615 Grade 60 & Grade 40
Site Conditions: Dry & Stable granular based, 1500 PSF Bearing Capacity, Granular Based
Backfill (KH:35 pcf),Slope not to exceed 20Yo, Setback from slopes is minimum of 25,Dimensional Lumber: Hem or Doug Fir #Z & BTR
Steel: ASTM ,{36
These structural calculations are based on conditions and assumptions listed above. If the
conditions listed herein are not met or are different it shall be brought to the attention of the
engineer. This engineering assumes that the building site is dry and stable, a high water table or
adverse soils such as plastic clays, fills etc. could cause future flooding, settlement, site
instability, or other adverse conditions. Verification of and liability for the soil bearing pressure,
site stability, and all other site conditions, including site engineering as required, is theresponsibility of others. These calculations and engineering are for the new building srructure
only and do not provide any engineering analysis of or liability/warranty for the non-structural
portions of the building, or the site itself. York Engineering Inc. assumes the responsibility of the
Structural Engineer of Record on the project but does not assume the role of thel'Registeied
Design Professional in Responsible Charge" as defined in the IBC. The pulpose of these
calculations and engineering is to help reduce structural damage and loss of life due to seismic
activity and/or high wind conditions. The contractor shall verifu all conditions, dimensions and
structural details of the drawing.
40
l5
40
10
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 Utah State Amendment
6. Use 2: #4barc continuous for all footings
2: # 4bars each side of openings & 2 # 4 barstop & bottom extend 36" beyond opening
8. Use Yz" x 10" J bolts 32" O.C. all foundation walls
9. If discrepancies are found, the more stringent specification shall be followed.
10. All multiple beams and headers to be nailed using 16d two rows 12, o.c.
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 tlat footings
rest on undisturbed native soil below local frost depth and that building horizontal clearance
from footings to adjacent slopes be a minimum of 25 feet and that the intent of IRC sectionR403.1 .7.2 is met. If set back requirements of R403.1 .7.2 cannot be met then contact ensineer
for further design requirements.
15. The contractor shall conform with all building codes and practices as per the 2009 IRC.
16. use balloon framing method when connecting floors in split level designs.
17. Nail all shear walls to floor joist using 2: 16d 16" O.C. Add additionalhoor joist as reqd.
18. Provide joist and rafter hangers as per manufacturers specifications.
19. Foundation steps shall not exceed 4 feet or Yzthe horizontal distance between steps. Horz.
re-bar shall be 12" o.c. through step downs and extend 48" either side of step
20.If gatage return walls are less than 32" wide then extend headers across return 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" LWs for all headers carrying girder loads.
22. Allow foundation 14 days to cure prior to backfill
23. Use 1 1/8" wide timberstrand or equiv. for all rim joist
24. Provide solid blocking through structure down to footing for all load paths.
25. Builder shall follow all recommendations found in all applicable Geoiechnical reports.
26. Stacking of two sill plates is permitted with 5/8" J-bolts through both plates. Stacking morethan two plates is not permitted without special engineering
Plan: Durham/Raleigh
Date: 9 Nov 201{
Location: Base Plan
Footing Calculations
Goncrete Specs
Density (pcf)
Strength (psi)
Clear Cover Thickness (in)
Foundation
Overall Height (ft)
Height (in)
WallThickness (ft)
Thickness (in)
Weight (kips/|ft)
Footing Specs
width (ft)
Width (in)
Height (ft)
Height (in)
Weight (kips/|ft)
Area per lft
Soil Specs
Density (pcf)
Soil Pressure (psf)
Weight (kips/|ft)
Building Loads
Roof span
Roof (kips/|ft)
Wall Height (ft)
WallLoad (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Galculations
back front
150 150
3000 3000
33
3.00 3.00
36 36
0.67 0.67
88
0.30 0.30
1.67 1.67
20 20
0.83 0.83
10 10
0.21 0.21
1.67 1.67
125
1500
0.19
40
1.10
16
0.32
2
0.05
1.47
40
1.10
10
0.20
2
0.05
1.35
1.86
1.12
20
10
left right interior
Required Footing Width (in)
Required Footing Depth (in)
150 150
3000 3000
33
3.00 0.08
36 1
0.67 0.67
88
0.30 0.01
1.67 1.33
20 16
0.83 0.83
10 10
0.21 0.17
1.67 1.33
125 125
1500 1500
0.19 0.00
40
0.11 0.00
14 12
0.28 0.18
19 32
0.48 0.80
0.87 0.98
1.37 1.16
0.82 0.87
20 16
10 10
125
1500
0.19
150
3000
3
3.00
36
0.67
8
0.30
1.67
20
0.83
10
0.21
1.67
125
1 500
0.19
4
0.11
14
0.28
14
0.35
0.74
1.25
0.75
zo
10
Total Weight on Soit (kips) 1.9E
SoilLoad (ksf) 1.19
20
10
Plan: Durham/Raleigh
Date: 9 Nov 201{
Location: Base Plan
Sawn Lumber
Load Parameters
Floor Live Load(psf)
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(plf)
WallHeight (ft)
WallWeight (psf)
WallLoad(plf)
Roof LL (psf)
Total Roof Load(psf)
Roof Span(ft)
Total Roof Load(plf)
Beam Weight (plf)
Live Load (plf)
TotalLoad (plf)
Reactions & Moment
Duration lncrease
Beam Span(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
CF=
Area =
Momemt of 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 Li
Allowable Deflection (in)
TL Deflection F/S
Selection
FB-1 FB-2 FB-3 FB-4 FB-s RB-2 RB-4
40 40 40 40 60 40 4050 50 50 50 70 50 5020272021000
500 675 500 50 350 o o0099003
20 20 20 20 20 20 20001801800060
40 40 40 40 40 40 4055 55 55 55 55 55 550044601245
0 0 110 1265 o 330 12988.3 4.4 5.6 5.6 8.3 8.3 5.6400 540 480 960 3oo 240 9oO508 679 796 1501 358 338 1303
1111111
7.54441083
1906 1359 1591 3001 1792 1353 19551906 1359 1591 3001 1792 1353 19553574 1359 1591 3001 447s 2707 14661906 1359 1591 3001 1792 1353 1955
9.25 7.25 9.25 9.25 9.25 9.25 9.254.53334.54.53
1.20 1.20 1.10 1.10 1.20 1.20 1.1041.63 21.75 27 .75 27.75 41.63 41.63 27.75297 95 198 198 297 297 198668 620 446 842 83S 506 4111020 1020 935 93s 1o2o 1o2o 9351.53 1.64 2.10 1.11 1.22 2.02 2.27180 180 165 165 180 180 1654995 2610 3053 3053 4995 4995 30532.62 1.92 1.92 1.02 2.79 3.69 1.561.05 1.12 1.31 2.47 0.98 0]4 1.611300000 1300000 1300000 1300ooo l3ooooo 130oooo 13o0ooo0.07 0.03 0.01 0.02 0.17 0.06 0.01360 360 360 360 360 360 3600.25 0.13 0.13 0.13 0.33 0.27 o.1o3.39 5.31 12.40 6.20 1.9f 4.65 15.680.09 0.03 0.02 0.03 0.21 o.O8 o.ol240 240 240 240 240 240 2400.375 0.2 0.2 0.2 0.5 0.4 0.154.00 6.33 11.23 5.95 2.39 4.95 16.25
3:2x10 2:2xB 2:2x10 2:2x10 3:2x10 3:2x10 2:2x10
Plan: Durham/Raleigh
Date: 9 Nov 2011
Location: Base Plan
LVL Beam
Load Parameters
Floor LL (psf)
Total Floor Load(psf)
Floor Span (ft)
Total Floor Load (plf)
Wall Height (ft)
WallWeight (psf)
WallLoad (plf)
Roof LL (psf)
Total Roof Load (psf)
Roof Span (ft)
Roof Load (plf)
Beam Weight (plf)
Live Load (plf)
Total Load (plf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Reaction 1 (lb)
Reaction 2 (lb)
Max Moment FtLb
Max Shear Lb
Max Shear Stress (psi)
Determine Size
Depth Estimate (in)
Width Estimate (in)
Cross Area (in^2)
Allowable Bending Stress =
Allowable Moment =
Momemt of lnertia | =
Factor Of Safety =
Allowable Sheer Stress (psi)=
Allowable Sheer Force (lb)=
Factor Of Safety =
Bearing Required =
E (psi)
Deflection LL (in)
Lload Def. Limit L/
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
FB-1 FB-6 RB-1 RB-3 RB-s
40 40
50 50
00
00
30
20 20
600
40 40
55 55
45 40
1238 1100
10 28
900 800
1307 1128
40 40 40
50 50 502020
500 50 0
005
20 20 20
00100
40 40 40
55 55 550403
0 1100 83
9.6 6 12
400 840 60
510 1 156 195
11
86
2039 3468
2039 3468
4077 5201
2039 3468
61 172
9.50 11.88
3.5 1.7
33 20
2684 2604
11775 8676
250 238
2.89 1.67
285 285
6318 3837
3.10 1.11
0.78 2.721900000 1900000
0.08 0.05
360 360
0.27 0.20
3.44 3.68
0.10 0.07
240 240
0.40 0.30
4.05 4.02
2:9 Tz" 1: 11 718"
1
16
1 556
1 556
6226
1 556
37
11.88
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
2:11 718"
1
6
3921
3921
5882
3921
118
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" 9 y2"
1
15.5
8745
8745
33888
8745
89
14.00
7.0
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 Parameterc
Live Floor Load (psf)
Total Floor Load(psf)
Floor Span(ft)
Total Floor 1 Load(plf)
Wall Height (ft)
WallWeight (psf)
WallLoad(plf)
Roof Live Load (psf)
Total Roof Load (psf)
Roof Span (ft)
Total Roof Load (plf)
Beam Weight (plf)
Live Load (plf)
TotalLoad
Reactions & Moment
Duration Increase
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)
Width Estimate (in)
Cv=
Allowable Bending Stress
Area =
Momemt of Inertia | =
Beam Value for S (in^3)
Allowable Moment (1b.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
9 Nov 2011
Base Plan
RB-5
40
50
0
0
0
15
0
40
55
40
1 100
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
1.21
240
14580
1.68
2.06
0.42
360
0.52
1.24
0.58
240
0.78
1.32
6 314" x 13 Tz"
Plan: Durham/Raleigh
Date: 9 Nov 201 1
Location: Base Plan
TJI Joist
Span (fr)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration lncrease
Joist Span(fr)
Joist Spacing
Joist Welght (plD
Joist Loading (plD
Max Reaction (lbs)
Max Moment (Ftlb/l0
Max Shear Lb
Determlne Joist Size
Depth
Max Moment 100% (fUbs) =
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
110't2
11.88
10
40
50
1't2
16
2.3
415
1245
415
1't 7t8"
3015
2.42
UUC
2.13
2.OO
0.40
0.60
234
0.12
0.16
3.28
3.80
210
15
11.88
I
15
16
2.8
521
1 954
521
1't 7t8
3620
1.85
980
1.EE
2.OO
0.50
o.75
283
0.24
0.31
2.O7
2.38
360
20
11
10
40
50
'10
40
50
560
28'14
Selection 1 l 7/8" 110's @ 16" o.c ll 7/8' 210's @ 16'o.c
10
40
50
1
20
16
q?
70
700
3498
700
14"
/JJC
2.10
1 080.t.54
2.00
0.67
1.00
612
0.35
0.46
1.88
2.'15
14" 360's @ 16" o.c
1
z6
16
4.2
71
992
6945
992
14"
11275
1.62
1265
1.28
2.00
0.93
1-40
926
0.88'1.16
1.O7
1.20
14" 560's @ 16" o.c
Plan: Durham/Ralelgh
Date: 9 Nov 201 1
Location: Base Plan
BCtJOTSTS
Span (ft)
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/|0
Max Shear Lb
Determine Joist Size
Depth =
Max Moment 100% (ft-lbs).
F. S. for moment =
Max Shear 100% (lbs) =
F. S. for shear =
Live Load (U360) =
Total Load (U24O) =
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
1
lR a
t6
2.5
3ZJ
2024
529
11 718"
tl En
t.56
950
1,80
0.51
0.77
265
o
0.27
n tE
1.87
2.16
11 7/8" sooo @16"
6000
15.3
oq
10
40
50
1
15.3
{6
2.2
527
2015
527
9112',
2865
1.42
1 17s
2.23
0.51
0.77
180
c
0.40
0.51
1.29
1.50
91/2" 6000 @16"
60
15.3
14
10
40
50
1
l4 a
t6
?{
70
534
2041
534
14"
7440
3.64
1175
2.20
0.51
0.77
o
0.12
0.16
4.17
4.78
14" 60 @16"
1
15 ?
t6
4.1
71
541
2071
541
14.
11390
5,50
1450
2.68
0.51
0.77
940
8
0.09
u.tz
5.75
6.50
14" 90 @18"
5000't5,3
11.88
90
15.3
14
10
40
10
40
50
Roof
Floor 2
Floor 1
Seismic CalculationsLoading Summary
Floor Dead Load (psD 10
Floor Live Load(psD 40
Walls (Ext)(psD 20
Walls (lntxpsD '10
Roof Dead Load(psD 15
Roof Slope
Exterior
Snow Load Roduction
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduclion
Total Load
Plan: Durham/Raleigh
Date: 9 Nov 201'l
Location: Base Plan
1024 452042 15891673 1097
Seismiczone E
RoofLL(psD 40
RoofDL(psf) 15
6 112
combination
Selsmic Paramaters
26.56 V=CSW1.4
40.00 Fa= 1
R= 6.5 tabte 1617.6
Ss' 1.772
Sms= 1.77 eq. 16-16
40.00 Sds= 1.18 eq 16-18
55.00 Cs= O.21A pereq.16-49
Adj. Factor 1.4
Cs= 0.1556
Lensth W(psD Lb/ft Wdrh W(b)12 23 966 50 48300
roofwall B28OTotal Mass Tributary to Roof Levels = 56590
Shear M(lbs) Roof Levels = BBO5Length W(psD tb/ft Wdrh W(tb)
42 10 420 50 0
wall height 0 B2AO
Total Mass Tributary to Floor 2= 0
Shear M(lbs) Floor Levels = OLength VV(psD tb/ft Wdth W(b)
42 10 420 50 13680wall height 9 ,19320
Total Mass Tributary to Floor 1= 33OOOShear M(lbs) Floor Levels = 5.136
Floor 1 Lateral ForceFloor 2 Lateral ForceRoof Lateral ForceTotal Selsmic Mass =
Total Lateral Force =
Seismic Force Dlstribution* Roof Sections *
Roof
Floor 1
l- loor 2
v/sum(\M-Hi) =
E asement uneer watl
Total Load (kips)nght side
left side
front
back
Floor 1 Sneer watl
Total Load (kips)nght sideleft sidetlont
bacK
Froor z Sneer watl
Total Load (kips)
nght side
left sidetront
back
Back
Right
Left
shear wall criticat Lengths wa[ uL l-toor DLFronl 2OO 50Back 32O 50Right 28O 350Left 2AO 475
Calculato Uplifi, Force Req'd to Prevent OT (lbs)Panel Length (ft) 2 3
Front 3082 2183
s',t36o
6805
E9540
13941
f{x) ry(x) kip w(x)H(x)20-a 57 11746.0 33 19A0.000
Totals 90 13720.01016 Total Shear (lbs) =
F(totar)
13.9
7.O
7.O
7.O
7.tJ
F(totar)
11.96.0
6.0
6.0
6.0
F(totat)
11 .9
6.0
6.0
6.0
6.0
Root DL
1 100
1 100
110110
% Force Total Sheer I
85.57o/o '|.1.929019
14.43% 13.9408370.00% 11.929019
11 3941
Shear Wall Load (plf)zzc
349
349225
Shear Wall Load (plf)
17fl
157
27'l
166
Shear Wall Load (plf)
Not Applicabte
Not Applicable
Not Appticabte
Not Applicabte
cntical | (tt)
5?
o
5
Length
3t
20
20
31
Lengtn
353E22
36
Length
10
10
10
10
DL (p[)
899979
493
576
I-2313
-4850
-875
-1783
4
1284-934
1096
521
o-515-2492
1't0-631
plan: Durham/Ralelgh
Date: 9 Nov 20il
Localiont Bage plan
wind Loading Calculatiorc using Maln Wndforce-Rosisfing System (MWFRS)
Longitudinal DiEction
Wlnd Oalgn CefllclenE
P=wind load'exD mefi*lw
P=Design Pre$ure
Horizontal Wnd Load (from table 1609.6.2.1(1)
Wall Load (psf)=
end zone (A) 16.1
interiorzone (C) '11.7
Root Load (psD=
end zone (B) 2.6
interiorzone (D) 2.7
Verti€lWnd Load (frcm table '1609.6.2.1(1)
Roof Load (pso=
end zone windward (E) -7.2
end zone leeward (F) -9.8
interiorzone windwrd (c) -5.2
interiorzonE leewerd (H) -5.2
ExposursCoefficient(fromtable1609.6.2.t(41 1.21
lFlmporlan€ Fac{or(frcm table 1604.5) 1.0
Wlnd Spe€d .
Exposur€
R@f SloF.
Rof Anglc (d.€)=
P=wind load*exp coeff'lw
horizontal wall interior
horizontal mll end zong
horizontal roof interior
horizonlal rcofend zone
verti€l end zons windward
v€rti€l end zone lgemrd
verti€l interior zone windward
verti€l interior zone leeward
.4'Hmean
.1'base
End Zone Wdth (ft)
Interior Zone VMdth (ft)
G.ble Rd Load
Hlp tut bad
Wall Lo.d
90 RoofHeighi 11,50
C WallHeight 15
Truss Span 46
6 t12
26.56 Sine = 0.4472
Minimum Pressure
Adjusted
14.'t6 14.16'19.48 19.48
3.27 10.00
3.15 10.00-8.71 0.00-11.86 0.00-6.29 0.00-6.29 0.00
4.2
41.6
4.2
41.6
wHth
End 4.2
lnterior 41.6
138'1322 314
36 't92
2nd storyEnd Zon€ Wdth (fl)
2nd Storylnterior Zone Wdlh (ft)
wtdthgnd zone windmrd 4
lesward 4
interior zone windward 42
leewerd 42
Wldth Heleht Wtnd LddEnd 4.2 2.0 19.48lnterior 41.6 4.74 14.16
Sum =
Area wtnd L@dEnd 575 10.00
Interior 128.96 10.00
Toial
Fore (lbs)
39804144.35
Fo.e (lb3)
1290
7040
2nd Stor
For@(lbrft) Force(til
164 163.64589 588.93752.572 752.57
Fo?6 (lb)
0
0
0
0
Fl@r2 Dlaphragm Shdr
Total Shear(lbs) 7O4O
Front Wall Length 10
Back Wall Length '10
Fl6r 1 Dlephragm Sh6r
Total Shear(lbs)
Front Wall Length
Back Wall Lsngth
h3eilent Dlaph,agm Sh€r
Total Shear(lbs) 18328
Frcnt Wall Length 20
Back Wall Length 31
Critical Wall Length (ft)=
Frcnt Wall Dead Load (plD=
Front Wall Criti€l Length (ft)=
Back Wall Dead Load (pl0=
Back WallCriti€l Length (ft)=
Calculate uplift, Force Req'd to Prevent OT (tbs)
Panel Length (f,) 2 3
899
H6lghl Wlnd L@d'1.0 19.48
1.00 14.,16
Sum =
length Wlnd hd
18.90 FALSE
18.90 FALSE,18.90 FALSE'IE,gO FALSE
ShearWall Loads (p|f)
Nol Appli€ble
Not Appli€ble
Shear Wall Loads (p|f)
ShearWall Loads (plf)
458
Total
Total (plf)
'15461
84
810l2-1377 -2192 -3007
-2429 -3324 -4219
4
2531068 661
256 -191
Front
Back
plan: Durham/Ralelgh
Dater 9 Nov 2011
Lo€tion: Base plan
Wind Loading Calcutations u3ing Main Wndforce-Reststing System (MWFRS)TRnsveF€ Direc-tion
Wnd Deslgn CeffEbntt
Plwind load"exD @efllw
P=Design Pressurc
Horizontal VMnd Load (frcm tabte 1609.6.2.1(1)
Wall Load (psD=
end zone (A) 16.1
interiorzone (C) ,11.7
Roof Load (psD=
end zone (B) 2.6anteriorzone (D)2.7
Verti€lWind Load (frcm tabtE i609.6,2.1(1)
Roof Load (psf)=
endzonewindward(E, -7.2
end zone leemrd (F) -9.9
interiorzonewindward(G) -5.2
interiorzone leeward (H) -S.2
ExposureCoefficjent(fromtable1609.6.2..t(4) L21lFlmportan@ Faclor (from tabte 1604.5) 1.0
wlnd sp.€d.
ExFsura
Rsl SloF =
Roof tuOle (d€g).
Pryind load'exp coefllw
horizonlal wall interior
horizontal mll end zone
horizontial roof interior
horizonlal rcof end zone
vertiel end zone windward
verli€l end zone leemrd
verti€l interior zone windward
veril€l interior zone leeward
End Zone Width (ft)
InteriorZone Width (fr)
Gabl. R6t L€d
Hlp R6t L@d
WallLd
Veill€l Fo.ce
90 RoofHeight i1.sC Wall Height 1s
Truss Span 46
6 t12
26.55 Sine = 0.4472
Mlnimum pressure
Adjusted
14.16 14.1619,48 19.48
3.27 10.00
3.1s 10.00-E.71 0.00-11.86 0.00-6.29 0.00-6.29 0.00
^!? 2nd storyEnd Zone Width (fr)33.6 2nd Storytnterior Zone Wdth (ft)
End X!"n i:i'"
lnterior 33.6 4.74
4.2
Wlnd Load Fo@ (tbl
19.48 165'14.16 3214
Sum -- 3379.056
End
Interior
End
Interior
5872
10't0
'n625
J5
10.00 483010.00 1042Total 5872
Area
483104.16
width4.2
wtdth4
34
34
Helght
1.0
1.00
length
42.90
42.9042.9042.90
Wnd Load Forc. (tbs)'t9.48 16414,16 476Sum = 639.3156
Wlnd Led For(lb)
FALSE O
FALSE O
FALSE O
FALSE O
2nd Story
163.6404475.6752639.3156
Floo.2 Dlaphragn Sher
Total Shear(lbs)
Left Wall Length
Right Wall Length
Fl@r 1 Dlaph.agm Shar
Total Shear(lbs)
Lefr Wall Length
Right Wall Length
bsem€nt Dlaphragn Shear
Total Shear (lbs)
Left Wall Length
Right Wall Length
Ctitical Wall Length (ft)=
Left Wall Dead Load (plo=
Left WallCrili€l Lengrh (ft)=
Right Wall Dead Load (plD=
Right Wall Criti€l Length (fr)=
end zone windrerd
tegwaro
interior zone windward
leeward
15461
31
ShearWall Loads (plO
Nol Applieble
Not Appli@ble
ShearWall Loads (plo
166
ShearWall Loads (plf)
Total
Total (pl0
387249
-54
493
4
Calculato Uplifi , Force Req'd to prevent OT (lb)
Panel Lenglh (ff) 2 g
rrcnr 432 189Back S94 393
18328
6 8 ,10
-540 -1025 -1511-211 -614 -10.16
12-1997-1419
.
]
,l\,tl Wt+al QUOTE (NO TAX) FORM (NoN-lrEMlzED) Dateut1zn2 Pase I
KARTCHNER HOMES BtD# 12-040573
JOB #
saEsREP MASON MORGANJob SF6B1 RALEIGH A (FIELDEN)
;::"
BY DATE
BID MGM 04112112
LAYOUT I I
ENG. BY I I
ldaho Falls
3715 Bombardier Ave.
ldaho Falls, lD 83402
Office: (208) 523-6691
Fax (208) 522-U59
Shelley
580 N. State
Shelley, lD 83274
Office: (208) 357-3468
Fax: (208) 357-7466
REXBURG
,lD
JoBstrEPHoNE# ( )709_6525
Roof lrusses
Items
1-1 1 -08
2\4 2X4
1-1 1-08
2X1 2 X6
Tax ls not included in
bid price shownll
ory ITEM TYPE DESCRIPTION NOTES UNITPRICE TOTALPRICE
10 HANGERS -HU526 SIMPSON 2X6 SPF 2155/DF 2695 (115)
11 HANGERS -LUS24 SIMPSON Face Mount Hanger
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