HomeMy WebLinkAboutALL DOCS - 14-00107 - 2327 West 900 South - SFRoo
CITY OF Gertificate of Occupancy
REXBURG Gity of Rexburg
Department of Community Development
35 N. lst E. / Rexburg, lD. 83440
Phone (208) 359-3020 / Fax (208) 359-3022
America's Family Community
Buifding Permit No: 14-00107
Applicable Addition of Code: IRC 2009
Site Address: 2327 West 900 South
Use and Occupancy: Single Family Residential
Design Occupant Load: N/A
Sprinkler System Required: No
Name and Address of Owner: Kartchner Homes, Inc.
859 S Yellowstone Hwy, Ste 201
Rexburg, lD 83440
Gontractor:
Special Gonditions:
Kartchner Homes, lnc.
Occupancy: Residential, one-and two-family = 1,743.00 sq.ft.
Utility, miscellaneous = 504.00 sq.ft.
This Certificate, issued persuant to the requiremenfs of Secflon 109 of the lnternational Building
Code, certifies that, at the time of issuance, this building or that portion of the building that was
inspected on the date listed was found to be in compliance with the requirements of the code for the
group and division of occupancy and the use for which the proposed occupancy was classified.
Date c.o.lssued: 06 I Zg I ZOt+
G.o. tssued uy= '
2 L Building Inspector: 'YJ-4A
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the building Official has reviewed and
approved said future changes.
Mechanicallnspector: D _l!.0.
Plumbinglnspector: .\\ ,
/'
Fire Alarm: nla
Etectricallnspector:
-EX,t,"q Fire Dept./Sprinkler: nla I n/a
P&ZPublicWorks: nla I nta
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Building Sofety Depqrtmenl
www.rexburg.org
City of Rexburg
Phone: 208.372.2326
Fax: 208.359.3022
ClTY OS
REXBURG
ct6J '*--"--'*-
Americab F* mily (o mmu nity
Offi.ce Hours: Monday-Ftiday 8:00am-4:00pm
le Famil
Seismic Design Category - D
Ground Snow - 50lbs. pet sq. ft.
Frost Depth - 36"
Roof Snow Load - 35 lbs. per sq. ft.
Vind Load - 90 MPH
The folhwing itens should be completed beforelou ubmitlour buildingpermit @plimtion. ,
Completion of a Building Petmit Application: You may print this application from our website
wvzrvrexburg.org or pick up a copy at the City Hall Annex Building (address above).
Fot Residentia! Petmits: (the follorving is required to be submitted before the Application can be approved)
tr 2 sets of site plans and 2 sets of building plans (must be dtawn to scale)
-Plans must include foundation plan, floor joist layout, floot plan, toof layout, sectional views, front, back,
and side elevations, mechanical layout, stair details and any details tequired to illusffate special construction.
n Energy Compliance Report: The State of Idaho has adopted the Intemational Enetgy Conservation Code
(IECC). A Compliance Revievz must be completed and submitted (the tescheck softwate is available online
at wwu/.enersvcodes. gor').
tr Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form
must be completed and signed, see Page 10.
D Page 5 of the Application must be completed and signed by your Plumber.
n Page 6 of the Application must be completed and signed by your Mechanical Contactot.
tr Page 8 of the Application must be completed and signed by your Electdcian.
tr Home owners: please complete page 6 of the application if you will be doing your own electrical work.
n Truss details including engineered floot joists ate required.
n Propety Line fotm needs to be signed by the builder or owner, see Page 4.
Subdiuisioas If you plan to build in a subdivision please check the Rexburg Development Code for any
requfuements such as, properry setbacks, architecture boatd apptoval, etc. This infotmation is available ftom the
Planning &ZonngDepatrnent at the Annex Building located at 19 East Main.
hlew Residential lfomes: If your building permit i.s fot a new home, you will need the patcel number (a parcel
namber is the countjt! prnprtl identfication whith recogniqes a plot oJ lanQ and a new physical addtess will be issued. If you
do not know the parcel number and cannot find a recotd of it, please bdng the name of the subdivision, phase, and
the lot and block numbers. The correct location is vital to assute correct addtessing.
Remodels.If you are considering a remodel, a copy of the bid or estimate for the temodel must be submitted with
the Permit Appiication.
. 2 sets of Plans are required (may need IECC Review).
. Addidons are the same requi-tements as new construcdon.
CITY Of
REXBIIRG
Americal Family Co mmunity
RESIDENTIAL BUILDING
35 N 1"8,, REXBURG,ID 53440
208-372-2326
PARCEL NUMBER:
PERMIT APPLICATION
We wiil provide this for you)
_su-lDrwsroN' Qr,r-hnnW,t-fi9i A uNrr# BLocK# 7 Lor# 11
(Ad&essing is based on the infotrnation - must be accurate)
Dwelling Units:_ Parcel Acres:
CONTACT PHONE #
PROPERTY ADD
PHONE #: Hotne (
OWNERMAILING
)- NTork ( )
ADDRESS: CITY:-STATE: ZIP;-
APPLICANT (If other than ownef
(Applicant if othet than ov/ner, a statement awthotizingapplicant to act as agent for ovmet must accompany this application)
APPLICANT INFORMATION: ADDRESS- CITY:
STATE: ZIP- EMAIT, pAx
PHONE #: Home ( )Work ()- cell ( )
MAILING ADDRESS:N g,v '*^rfir< t-k ,., rr'r.zalcrw p,&u_ti_sr;rrn4\ztp€H.4n'/
PHONE #: Home W)<Zq - 7 ( \V Work ( ) -c.[
1 )
EMAIT tiSc@i,-vtc,r,qari n.. FA)( IDAHO REGISTRATION # &EXp. DATE
Howmany are located on this property
Is this a lot split? NO
PROPOSED USE:
)ES .@lease copy of pew legal
(i.e., Single Family Residence,Familn Apartments, R el, Garage, Co--ercial, Addition, Etc.)
APPLICANTS SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of p*jrry, I her.eby certify tlrat I have read this
3fllt1t1T9-t1:'-** e".-f."-"o:" l.*T is coffect and^I.r*T1m1t r"y gf-ormation which raay iereafter be'given iy me in hearings before theu[uru4uuu wlru uay [trsrtef De glven Dy me m
L*,T_q"",{ 3.iT-9.-tssfon or the,City Co 'ncil for the-City of Rexburg shall be truthfr:l and .ote.t. I agree to comply witlft ail City regulations and
Did you recendypurchase this property? No Yes (If yes, Iistprevious orpuer's name)_
thh 180 void ifvuod< stops for 180 days.
"u
Applicaot
State laws relating to the subiect matter of this application and hereby autLorized rq:resentadves of tle City to Lr., ,rpoo the "borre--*ior.ld prop.rryfor inspections Pu{poses. NOTE: The building offi.cial may revoke a perrrit on apiroval issued under the provisions of the 2003 Iflter:national Code incasesofanyfalsestatementotolisrq>tesentationoffactiltheapplicationoronthepl-sonwhichtheperilitorapprovalwasbased. ?eroitvoidifnot
WARNING- BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!PIan fees are non'refundable and ate paid in full at the time of application beginning fanuayz 1. 200iCity ofRexburg's Acceptance ofthe plan review fee does not constitu; puo ^ip.oj
-
'l*Building Permit Fees are due at time of application* *Building Permits are void if your &eck does not cleat**
oj7\\ / \4
D,TTEature of
Building Sofety Depqrlmenl
Phone: 208.372.2326
Fox: 208.359.3022
Affidavit of Legal Intetest
State ofldaho
Countv of Madison
I,
Name Address
City State
Being fust duly swom upon oath, depose and say:
(If Applicant is also Ownet of Recotd, skip to B)
A. That I am the record owner of the propefty descdbed on the attached, and I grant my
pefirlsslon to:
Name Address
to submit the accompanFng application petaining to that property.
B. I agree to indemni{', defend and hold Rexburg City andits employees harmless from any
claim ot liability tesulting from any dispute as to the statemefrts contained herein or as to the
ownership of the property which is the subject of the appJication.
Dated this day of 20
Subsctibed and sworn
Dlgflanue
to before me the day and year first above written.
Notary Public of Idaho
Residing at:
Mv comrnission exoires:
Building Sofety Depqrlmenl
City of Rexburg
Phone: 208.372.2326
Fax: 208.359.3022
Properly lines
E'ach site plan that is submitted to the Gty of Rexburg for the Building Permit process requires that property iines
ate shown accurately. It is the Developer's responsibility to coffectty identify on the site plan the location of these
lines in refetence to the pubJic right-of-way, other adjoining property lines, the street, other structures and all utility
lines' The Developer should find propety pins that are still available at the lot in question. If these pins do not
exist or have becorne unrecognizable then a new survey shouid be performed.
Accurate property line information is a must for a timely rer.-iew. In addition to find.ing existing properry pins, legal
desctiptions should be checked. The best way to identify propety line location is vdth aland,sur'ey. The city of
Rexburg has aedal photos and a parcel line layer that can be checked, but they are only a tool and are not
guaranteed fot accwacy. If you want to request a copy of your lot, see the frorrt counter at the Commurrity
Development Departrnent.
I have read and understand the above requirements.
www.rexburg.org
CITY OS
REXBURG\,'-
An eicai Family Co mmu,, ity
?4 \\ /tf
Signatwe
4,t=r -l jo,^ $r{j"\t
Pdnted Name
Date
tr Owner "t x Builder
Building Sofety Deporlmenl c) !'
35 N. l.! 8., Rexburg, Id 83440 Cify of Rexburg REXBIIRG
,\ilrt ic a't Fdtilil y a.bitnr 6 i ly
o\xr\ER'sNAME W"Eqtt t furvtztIRorERTvADDRESS TlrZ- W.4eaof permit#
Water Meter Quarrtity:*********x*x**vatet Metet size:
Requircd!!!Plumbing
Plumbing Contractor's Nam" ?ec\ nusiness N"rn. !{C\ggv-,,o+ p\sn-.lio,,ne=r+t City-Amnnsn__State__l_eta.lr.g_Zip..i<qir,
Cell Phone (zsa) C?5 - \3rt\ nusioess phone (
Fax (
(C0MMERCTAL/IND.USTRIAL) Total cost of plumbing system (contracted A.rnount) $_(hckder tbe cott of nateiak ittttalhd ngardhs oJ tbe pag repljrr it. ibr Tu lirn,t-ruiu. rtt* inrputionnol rfecfirnl!, merlioned elsetuhen ou tltitfonn).
11 Up to 910,000- - (Ioral cost of system x 0.02) + 60 = g
tr Between $10,001 - $100,000 ( (total cost of i}'stem - 10.b00) x 0,01) + $260 = $tr Over 9100,001 ( (toral cost of system _ 100.00'0) x O.ObS; + g1,160 = g
RESIDENTAL
Itlen': stngle Fanily Du'elling, inchding aII buildings with tuiting being coitsttucted on each ptopetts,, (*Based on liuing. space,see definirion beloru) )D Up to 1,500 sq ft _ 9130 { t,sot to 2,500 sq ft _ g195D 2,501 to 3,500 sq ft - 9260 o 3,501 to +,SOO ,q f, _ $SZStr over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion tliereof i$szs + ($65 x # of addit_ional1^000 sq. ft. or oortion drereoO).
New: I'Iutti--Farnily Dvelliag (Coarac tots OnIS)
fl Duplex Apartment $260
o Three ot more multi-familyrmits: $1 30 per bTl{in_g plus $65 per unit: ($130 x #- of buildings) + ($65 x # of units)tr Existing Residence, arrd Detached sloj; g65.fee plus gto p.. arto'. op toGET* of rhe corespondingsq. ft of the building ($65 + ($10 x # of flxrur.es))
D Gray'Water Systems: $130
u Lawn Sprinlders/Backflow Device: $65
o Modular, Manufactuted ot Mobile Flomes: $65 for servet aad'"vater stub connectionso Multipurpose Fire Sprinlder and Domestic Water Supply System: $65 fee or $4 pet sprinklet head, whichevetis greater
Setver&Water ,
'
n $38 Sewer Line n$38 Vater Lin. d$c5 Server & water- if inspected at the same timetr $65 Server trunaror:nd under house (change frorn septic ro city)MISCELI.ANEOUS
D PIan Checkr 965 per hour
ct Technical Service: $65 per hout
u Gas Line: $65
tr Water Heater Replacement: $65
tr Requested Inspeetiont $65
tr Hydronic lfeating: 965 + ($10 x # of manifolds,/zones)*Living space - space within a dr'velling unit intended for human habitation rvhich may.teasonably be utiiized for sleeping, eating, cooking,lathin2vmtig, tecteation, and sanitation purposes. An unllnished basement is conside"ed pa; of tt;Iiv;;;pac".
Contractor /,r
Date
35 N. 1', E., Rexburg, Id A3440
Buifding Sofety Depqriment
City of Rexburg
Permit#
BLOCK
c l'tY O r
REXB*!&g
An efi cab Ih mily Comnunitl
PROPERTY ADDRESS
SUBDIVISION
PHASE - LOT.
O$7NERS NAME
Requircd!!!Mechanical
MechanicalContractor,s *^ . Uin1CL _U*i.rj N*.
7^ou"" i|t*-p"W-s*t -Jo-- z;-BZjzt-L
CelI Phone ( ) eusiness phone (f$)
Fax (
(..MMER.rAL/rI{DUSTRTAL) Totar:::t gfpl"ibing system (contractedAmount) $_f::i:,t';;::;:r:/#w;;::^::"1:^fff"';,{"1:,r;9,*h* r,. ii'v*liii,,ier rhir krpection vpe t alr app/1, to ary and a// muhanical
tr Up to $lopoo ^_ x o.o2) + 60 = $! Between $10,001- $100,000 1 (t"t^l ."r, "FGt.- -io.boo) x 0.01) + g260 = gD ovet $1oo,oo1 r r@ x o.o6s; i gi,roo = uRESIDENTIAL
New: single FamityDwelhng, including aII buildings with wfuing being consftucted on each ptopergr. (*Based on Euing space,see definition below)
tr Up to i,500 sq ft - g130 )
D 2,507 to3,500 sq ft - g260 Y 1',191 t z,f !o sq ft - $1e5
! over 4,500 sq ft'g325 plus g65 for each additional i,000 sq *:.,'n':l::d':*t
rt - fi32s
IVew: Multi-Faniry Dwerring (coatractots 8#;
. ($65 " ).
. Duplex Apartrnent $260 ,
xxHVACequipmentbeinginstaile:*X,*:.ttyy;,$;;;,#;"#;:;T:;T:rHr.f;
;
MISCELI.ANEOUS
D Plan Check 965 perhour
D Technical Seryice: $65 per hour
! Gas Line: $65
tr Watet }leater Replacement: $65
n Requested fnspection: $65
tr Fireplace/Solid Fuel Buning Appliance: g65 per inspection,
I*Living Spacf - space withia a dwelling unit intended fot human habitation which may.reasonably be utilized for sleeping, eating, cooking,i:$-Xr::.'f;lf+,.{[ff1 and sanitition Purposes. An unfinished basement is coasideted part of the runs space._ I tlpngrfumace replacement, solat, water heatet, etc.
'!/^
ItUt-- t (rCL, ,A
I
Signature ofLicEnsed ffactof License aumbet & Exp. date Date
35 N. 1,t E., Rexburg, Id 83440
Phone - Q08)359-3020 / Hodine - Q0B)372-2344 /Fax
Buil g Sofety Depqrlmenl
City of Rexburg
- (208)359-3022
ct1.'Y OFssxgwe_
Aft eiei bhfrilv (:t n ft wnitu
PROPERTY ADDRESS
SUBDIVISION q
PHASE - LOT
Perrrrit#
Requircd!!!ELECTRICAL
Electrical Contractor's Name l\c.*hon Business Name Stqrrciord ,{=,rec*rrL
Address ?er' t4(x zBz -city--\2$u:{--St"te-rdc.r.*--zipJ::Hz
CellPhone (wa| <en -orOtt Business Phone (zoB) Z'ZI- kqC)?-
Fax ( ) Bmail nga\\,rf " <e,nc Qg,rlq.\.e*n
(COMMERCIAL/INDUSTRIAL) Total cost of electrical systern (contractedAmount) $---.--(Inchdettbeco$oJmateiahiyta//edrgardhs0ftbePa,.tJt1/PPbingit.Therethltedunderthirinrpution4petha//app!toaranda//e/utical
not rpeeficalj nentioned ebewhen on tbisfom).
tr Up to $10,000 (total cost of qrstem x 0.02) + 60 = $tr Between $10,001 - $100,000 ( (tota1 cost of system _ 10.b00) x 0.01) + g260 = g! over 9100,001 ( (total cost of s)'stem - 100.00b) x o.o'os; i gt,too = g
Small Votks (Contractots oNL\): $10 fee for work not ."...ding $200 in cost ,rra ,rot rnvolving a change rnservice connections. Does NOT require inspection.
RESIDENTIAL
Alew: Single FamilyDwelling, including aII buildings with widng being consttuctcd on each ptopetty. (*Based oa liutng space,see defiaition below)
tr Up to t,5OO sq ft - g130 J ,,rlrto 2,500 sq ft _ g195tr 2,507 to 3,500 sq ft - 9260 D 3,501 to +,S00 ,q ft _ g325I over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof i$:zs * (g65 x # of additional1-000 sq. ft. orporuon theteoO).
hlew: Multi-Fam ily Dwelling (Co nttactors Only)
n Duplex Apartrnent $260
n Thtee or more multi-family units: $130 per build.ingplus $65_per unir ($130 x # of buildings) + ($65 x # of ullitotr Existing Residence, Modular, Manufactured oii4obile rio-.r, .Ia o.t..n d Shop: $65 fee plus $10 perbranch citcuig up to the maximum of the-c_orrespolding sq. rt. orthe buildrng ($65 + ($10 x # branch circuits))n central Heating/Cooling systems: $65 \ix4ren NoT part of new residentii'lf,r rryac p.orrit *itt oo "dditionalWi.irg
tr Spas, Hot Tub-s, and Swimming pools: $65 fee for each trip to inspectPumps-Wate4 lttigation, Sewage (each motor)
! $65 up to 25HP lg95 - 26 to 200Hp r$130 over 200 Hp
MISCELLANEOUS
tr Tempotary consttuction services ONLY 200 amp or less, one location (for a period not to exceed 1 year) - $65tr Tempotary Amusement $65 fee prus $10 pet ride, concession or generator
! rrrigation Machine: $65 for center pivot plus $10 per to'il/er of ddve motor
n Technical Service: $65 per hour
tr Plan Check 965 perhour
u Requested Inspection: $65*Living Space - space within a dweiling unit intended for human habitation which may. reasonably be util.ized fot sleeping, eating, cooking,bathing, *"tYg:5'lt-.:^!?2'
"gfrltation pwposes. An unfinished basement is considered patt of the living space.
t-Lt'/'_34/63
Conftactor License number & exo. date Date
35N l.tF
Rexburg, ID 83/,40 www.rexburg.org
Building Sofety Depqrtmenf
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
SUBCONTRACTOR LIST
REXBUllG
An*ricab F*mily Community
Excavation &
Concrete:
Masonry:
Roo fiirc !91/v
Insuiati
Dq'wail;
Painting:
Floor
Roof Trusses:
i \^l__/ l[
NC
Special Construction
(Manufacturer or Supplier)
Floor/CeilingJoists:
Siding/Exterior Trim:,
Other:
E,XEMPTIONS FROM STATE, REGISTRATION
As of January 7,2006, the City of Rexburg can no longer sell perrnits without having a copy of your Stateregistration numbet or yorrt exemption from the State registration. Please send u ."iy "f yo* state registration orfill out this form showing your exemption and send it with your license renewal o, yL* next permit up"pli.rtion.
(This list is a surnmarizalon of Idaho Code Title 54 Chapter 5205,for full definitions of these exemptions pleasesee the State's website at www.ibol.idaho.gov/cont.htm)
! cunendy State [censed pursuant to Title 54Idaho code, chapters:
3 Architects,
1 0 Electrical Contractors / J ovneyman,
1 2 Engineers/Suweyors,
19 Public Wo*s Contractors (exempt from fee only registration required),
26 Plumbing/Plumbers,
45 Public Works Construcdon Management Licensing Act (exempt from fee only registration required), or50 Instaliation of heating, verrtilation and air conditioning sysrems
tr Employee or volunteer of a licensed contractor or part oi an educational burdculum or nonprofi.t chadtableactivity with no wages or salary
tr Employee of a_US Govemment agency (State, City, County, or other municipaliry)
tr Public Utility doing construction, maintenance, or development to its own business
n Involved rvith gas, oil or mineral operations
tr Supplier doing no installarion or fabricating
tr conftacting a project or projects vdth a total cost less than $2000tr Operation of a farrn or ranch or construction of agdculture buildings exempt from Idaho Building Code! Any typ. of water district operations
D \Work in rwal districts for fire prevention pu{poses
n lwnet who perfotms work on own Property or contracts with a registered contfactor to do work as long asthe property is not fot resale within 12 months
tr Owner ot lessee of commercial property perfotming maintenance, repair, alteration or construction on that
Pfopefry
n Real estate licensee/property manager acting within Idaho code
n Engaging in the loggrng industry
tr Renter wotking-on th9 PtoPertl where they live with the property owners approval
n Construction of a building used for industrial chemical pro..srtrg per Idahl Coden Construction of a modulat building (defined by Idaho Code) to be moved out of state
I heteby certi$r that the above infotmation is tnre and corect to the best of my knowledge.
Signature Date
Pdnt Name
10
RE SID;=ryNTIAL PLAN C}IBCKLIST
eoo3 Internatiorra n"r@
Date: #yL{,,enA t/Building permit Number: @
Job Addr"tt,Project: .< l= ! r( ih.L^-r*
Zontng:1 0 t/-Number of Stories;Basement: yes No / Fin. Unfin. Fixfure s, i lz(Note unfinished basements as special condition on permit) --1-
Floor Area (st): /b I g fnrsUea,n;t:\rff
The following comments based on the 2003 edition of the lntemational Residentiat codeshould be resolvedbefore a building permit is issued' This correction Iist is:rot a building perrnit. The approval of plans and
:rT#ff;::nffi'#::::*'it the violation oranv u".,io,, or*, e tntematiinZi nesioentiit Ciae oranyfederal,
PLAN CIIECK
A. lans
4o Scale ' lLegible
/ 6-\\11llotPtan I/ etood ptain
,/crFloor / Foundation plan
on showing construction details
./:
tAU Building Elevations
' Design criteria (shall be identified on prans as wind - g5 m.p.h., Snow. 35 lb. per sq ft.),/1." Truss Calculation Sheets & Floor Inicr l)c+oil.
,/
vMecharucal Design
unfinished, fof ealaee Mechanical Fee:
V4ectl
Floor Joist Details
;: Fneryy Calculations (R320 & Ch ll)
B. Zoning(circle ?T: new zoning desrgnations adopted in 2005)
7p$ r?,?99 sfmin. 1*iatt ao n. min) I .-
aDB2 8,000 sf min. (width 60 ft:dnj; Duprex I0,000 sq. ft.min. with c.u.p.RR2 2r'790 sf min. (width 150 ft *i"> o"pr"* urto*"a with c.u.p.Other
C. pde
_y'singte Family _Duplex (LDRI only - @
D. ryt Backs (taken from eaves)
-ffront set back (32 ft.. from curb) Note: 60% mnof front yard green
;t*."* set back (LDRI 25 ft. &LDR2 20 ft.)
-u!'sia"tset backs (6" for every ft. of building height with LDR - 7.5,min., & LDR1 - 6,min.)
/
q__ .-__- ..J ..,.,.., w !vr\l _ u uulr./
t/Building-Height (maximum 30 ft.)
E. tr'ootings
t'/ Proper Size (as per Table 4}3J,use 1500 psf unless soil tlpe is known, Table 401.4.1 for soil bearing)
fi"a* e-*A continuous)
-- -Jr- 'v'' rsv
'Zfo*^rDepth (36" below finished grade and l2"below undisturbed soil; lg,,to top of slab - interior)
F. ptrndation
u/ Foundation walls w/ rebar (city ordinance)
,/
''zlttz- Anchor Bolts with 2ux2ux3/16- square washers (incl. interior bearing walls) R403.1.6.r
,/
12'Fgtndation Drainage (foundations on sift soil shall be designed per R405)
,/
svsr€,uvs yvr \trr.t1
rtanpproofingAvaterproofing to finish grade. R406.1 (fird. extends 6,,min above grade R404.1.6)
-cra*lspme access of 18" x24" min- R408.3 (may differ if mech appliance is in crawl space M1305.1.4)
-ffisea€e'Ventilation{nsulation:l sf vent per 150 sf. (rlth moisture barrier I sf. per .) and
, vnthin3'of each comer (jnsulate walls vent to inside of home) R40gJ./ u+pwP_l!_s
rz_Grading slope away from house. R401.3
G.pame
y' seismic Hold Downs and Braced wall panels (R602.r0)
-y$rco* ioists sized as per R502.3, wood I-joists sized per manufr.
{oistsUnderLoad Bearing partitions shall be doubled. R502.4
,/'/ Girders sized per R502.5 or per manufr. Tables for engineered products
,/u canttlevers (comply with Rs02.3.3 or manufr instruction)
lFloor Sheathing (3/4" minforjoists 24" oc & s/g- for ioists 16" oc) R503.2.2
-TlVaIl ftearing and nonbearing) stud sizes, height & spacing per Table 602.3(5)R602.3
r'Headers in Bearing wall shall be designed as per Tables 502-5(1&2) R602.7
t /Roof Trusses (dcsrsned according to Rg02.10.1) 35 # Snow and 90 mph winds (Local Conditions)
./r-?-after and Truss tie-downs. 8S02.f 0.5)
,/
V AtticAccess 22" x 30" min onenino /Rf,(R80?V Access 22" x 30" min.opening
barrier over exterior sheathing R703.2 & 703.9.1
H. pterioi Covering
olylasonry and stucco shall have weather resistive
I. rywf Covering and Ventilation/Roof Ventilation as per R806
i4lAsphalt Shingles (slop*2:I2)w/ ice protection. (Other type: -..-to comply wlWOS.{
J. prewalls
t"GaragefHouse drywall separation (protect ext. walls & beams supporting habitable space) R309-2
tt'LDoor from Garage to House (l3l8" solid wood or steel door, or 20 min.fue-rated door) R3O9.l
-Two Familv Dwelling Separation (l hr fire separation) Supporting structure also rated. R317.r
--iX4ltintroryes & Townhouses (2 hr separation & 4' overlurn protection orparapet) p13;l1.z
lne hr walls parallel to and within 3 ft ofproperfy lihe w/No openings. R302
_Mions-in previous 3 items to comply with R317.3
K. General Requirements
_i.1fiouseNumbers R321
//:
:1HaIt Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3
t4nterior and exterior stair illumination shall comply with R303.6;
-.-i-./Bathroom Fixture clearances comply with Figure R307.2
L Cgre.room at least 120 ,t.;/Otner habitablerooms 70 sf. min w/ a min. dimension of 7 ft..R304*areas w/ sloped ceilings less than 5 ft in height &furred ceilings less than Zft DO NOT comply*50% or more of the required area must be at least 7ft high in ioms w/ slopid ceiling
___=ggress.€ledance from window wells under cantilevered floors. R310.2
,/tzGlazrng at Hazardous Locations R30g
,'Gme-rgency Egress in all sleeping rooms and basements with habitable space R3l0
,'
_yjOnerequired Exit Door shall comply with R3lf .4
./-
t4aoarngs at top and bottom of stairways R:111.5.4, and each side of each exteior door. R311.4.3
-a6"yf lRun (7 3/4" max.rise &.10" mn ttread,,nosing req'd if <l r\ ,4{airwidth (36" min),/ Stairway Headroom (6' 8" min.) _v_Uanarns (34"to 38" above stair nosing)(R3ll.5)
I
-5Specim-n'aitions for circular, spiral and winder stairways and bulkhead enclosures R311.5.g
Stairwaffuerction (enclosed accessible space under stairs shall be covered \Mthl/2 drywall) F|311.2.2
,/
_,zpuudruls complying with R3l2
-uzfiof"Alarms Ceach bedroom and common area and one on each level) (R 313)
L. Enerry/'
,/
u4fomes with glazin g < l5%o of gross area of ext. walls (Townhous es < 25y)to comply w/ Chapter I I .*Otherwise shall meet requirements of IECC for respective buitding type. Nll1l.2
.t'
-i.lapor retarder on warm in winter side of walls, ceiling and floors R3lg
a"t-
y'Water Heater heat traps IECC 504.7
r/ Duct sealing and insulation Nll03.3&4 or rECC 503.3.3.3,503.3.3.4.3
v/Plansmatch quantities & values on a "passing', REScheck compliance report
M. Mechanical
./
4as appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406,.2
,/
zKoo\ access 24 rnrnwidth/Attic access clear openin g20x30U.nder floor r.o.22x30. M1305,4-{pryer vent length 25' maxd 8' transition (-5'per 90 deg turns) M1501.3
,/rzFlue chase shown on plans @-vents not to be inside insulated walls without insulation shield)
Rodtnn
RESIDEI\TIAL PLAI\ CI{ECKLIST
QAffi International Residential Coa.j
Date: 3*/7* 14 Building Perrnit Number: tr/ - OO tA ( ,.
Project: -S"F 4 K,, it, n Job Addre ss: ?3 S* 5 I j gcs tJ",it
. nA nZontng: IgV Number of Stories: -?. pasepgnt: ves1ft)Fin. Unfin. Fixtures: tf(Note unfinished basementSas<frcial condition on permit)
Floor Area (sf):finisfued, shed, ?,1'7 gange Mechanical Fee:
The following comments based on the 2003 edition ofthe tntemationat Residentiat Codeshould be resolvedbefore a building permit is issued. This correction list is-not a building permit. The approval of plans andspecifications does not permit the violation of any section ofthe tntematiinal Residentiai coaeor any federal,state or local regulations.
PLAN CIMCK
A.TPlans ,/r' To Scale ,/Leglble
r' yy
_j_tlot ehn y/6i)rtood ptain
,/L/ Floor / Foundation plan
'1lSection showing construction details
t/Xt Building Elevations
'/ Design Criteria (shall be identified on plans as Wind - 85 rn.p.h., Snow = 35 lb. per sq ft.)
/ Trurs Calculation Sheets & Floor Joist Details
,/y'Mecharncal Design
{tn"rnCalculations (R320 & Ch 1l)
B. zoning(circle 91" -newzoning designations adopted in 2005)
-LDRI 12,000 sfmin. (width 80 ft. min)
g9'^ 9,990 sf min. (width 60 ft. min); Duptex 10,000 sq. ft. min. with c.u.p.RR2 27,780 sf min. (width 150 ft min) Duplex allowed with c.u.p:Other Oerify zonngrequirernents)
C.7Use
t/ sns,e Farnily-Duplex (tDRl only - conditional use permit?)
D. 99 Backs (taken from eaves)
vzlront set back (32 ft. from curb) Note: 60% mnof front yard green
-1fr"* set back (LDRI 25 ft. &LDR2 20 ft.)
-Sides set backs (6" fordv$h. of building height with LDR - 7.5,min., & LDR1 - 6,min.)
z6dadg-Height (maximum 30 ft.)
E.y'ootings
v Prcper Size (as per Table 403.I,use 1500 psf unless soil type is known, Table 40l.4.lfor soil bearing)
Z' nebar (2 -#4 continuous)
[rFootng Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab - interior)
F. $tundation
_y'Fowdation walls w/rebar (city ordinance)
,'t(r'AnchorBolts with #*16-square washers (incl. interiorbearing walls) R403.1.6.r
&gwdation Drainage (foundations on sift soil shall be designed per R405)
-L -Damp proofing/Waterproofing to finish grade. R406.1 (frd. extends 6" min above grade R404.1.6)
-erawfspEctaccess of 18" x24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.4)
-esa$dsPeeeventilation/Insulation:l sf vent per 150 sf. (.wrth moisture barrier I sf. per 15 .) andwithin 3' of each comer (,insulate walls vent to inside of home) R40gJ
r' Gradng slope away from house. R401.3
G.rPrame
,/Seismic Hold Downs and Braced Wall panels (R602.10)
:
l6looo loists sized as per R502.3, wood I-joists sized per manufr.
p(oixsUnder Load Bearing partitions shall be doubled. R502.4
z!-cylws sized per R502.5 or per manufr. Tables for engineered pioducts
y(.nt t"vers (comply with R502.3.3 or manufr instruction)
-,/
"'rbor sheathing (3/4" minforjoists 24,, oc & 5/g,,forjoists i6,, oc) Rs03.2.2
t/'
t/ wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5)R602.3
,"
b/Headercin Bearing wail shail be designed as per Tabres s02.5(1&2) R602.7
,/
-l!'oof Trusses (desisned according to R802.10.1) 35 # snow and g0 mph winds flocal conditions),/- Rafter and Truss tie-downs. (RS02.10.S)
H Attic Access 22', x30, min. opening [RS0Z)
H. Exterior Covering
iTLvlasowy and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.g.t
I. $6ot Covering and Venfilation
a/ Roof Ventilation as per Rg06
y'Asphalt Shingles (slop*2:12) */ ice protection. (other type: .-- to compry w/,.9os.11i
J. rPirewalls , rrt'/ Garcge/Flouse drywall separation (protect ext. walls & beams supporting habitable space) R309.2.at' Doo'frone Garage to House (l 3/8" solid wood or steel door, or 20 min. fue-rated door) R3o9.l
@eIIingSeparation(1hrfreseparation)SupportingstrucfureaIsorated.R317.1
--wloffiTownhouses (2 hr separati on & 4'overgurn protection or parapet) pg:;l7.2
-MniaJrsp'mtlel to and within 3 ft of properry line */ No openings. R302
--Fenetrdions-fu-rvious 3 items to comply with R3r7.3
{. feneral Requirements
{,/House Numbers R32f
,/
l-yt ovenable 3sf window or Mech. ventilation in bathrooms, water closets, and similar rooms. R303.3
/ rntefior and exterior stair illumirration shall comply with R303.6.
,.a'r Bafiiroom Fixture clearances comply with Figur eR307.2
.a -''wone room at least 12,0 sf.; {on", habitablerooms 70 sf. min w/ a min. dimension of 7 ft. R304*areas w/ sloped ceilings less than 5 ft in height &funed ceilings t"ss tlro, 7 ft Do Nor comply*50% or more of the required area must be at leasi 7ft high n rTo*, ,t sloped ceiling
r/ Egress clearance from window wells under cantilevered floors. R310.2
, t' Cl*ing at Hazardous Locations R308
v Emergency Egress in all sleeping rooms and basements with habitable space R310
V{" nq*"d Exit Door shall comply with R311.4
\lLan&ngs at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3
.1'. -/rzSta;rr RipJRun (7 3/4" max. rise & 10" nlnitf,ead, nosing req'd if <11") t/Stat Width (36" min),r'Stairway Headroom (6'8'min.) _vifandruls (34"to 38" above stair nosing)(R311.5)
-@r circular, spiral and winder stairways and bulkhead enclosures R311.5.8
tziStarway Protection (enclosed accessible space under stairs shall be covered with 1/2' drywall) R311.2.2
!' G,adrails complying with R312
rsmoke Alamrs Cach bedleggq and common area and one on each level) (R313)
L. Enerry
,//Homes with glazing< l5Yo of gross area of ext. walls (Townhouses <25Y$ to comply w/ Chapter I l.
- *Otherwise shall meet requirements of IECCfor respective building epe.Nllll.Z
r' Yapor retarder on wann in winter side of walls, ceiling and floors R318
Y *Water Heater heat traps IECC 504.7-/
v Duct sealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
lPlans match quantities & values on a "passing" REScheck compliance report
M. Mechanical
-/C^ appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2
,'
/' Room access 24" mnwidth/Attic access clear opening2}x3DUnder floor r.o.22x30. M1305-:-
V Dryer Vent length 25' max w/ 8' transition (-5'per 90 deg turns) M1501.3
!' Flue chase shown on plans @-vents not to be inside insulated walls without insulation shield)
R ^dtvt'
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R-WATER
VB-BtDPERM
iv Fee
i*1
Water
Building Permit - VB Anycode material
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01 - 2500 sq ft
2500 sq. ft.
01 to 2500 sq ft
:ter meter
BPD
ELP
MP
PLBPT
\^./MTPRT
FIFDV
PKIFDV
BLPC
PIF
\ A /CCON
SIF
WCCON
BP
-500.00
195.00
195.00
195.00
317.00
184.64
800.00
162.89
100.88
1,700.00
864.57
1,650.00
1,628.88
z:3::z7w 900s -sF_R
igiz w"rfeoo s;ttn
2822010
2832213
2832212
2832214
2534620
2035500
3835500
2832220
0735500
3534730
3335500
3434630
2832211
Permit #: 14-00107
Permit Type: aro-srn
Please contact the Building Department at
(208\372-2341 for further questions about this
receipt
24 Hour Notice for inspections
Call inspection hotline at
(2081372-2344
***Credit card payments are accepted, but are subject lo a 3o/o convenience fee on payment amounts over $500***
G
tunity
\a,
Date: 0311812014
Receipt #: 1577
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Acc Project:
Address:
2327 W.900 S. - SFR
2327 \ltlest 900 South
2822010
Permit #: 14-00107
Permit Tlpe: sLo-srn
Please contact the Building Department at
(208)372-2341 for further questions about this
receipt
MAR 1 8 2014
CITY OF REXBURG
24Hour Notice for inspections
Gall inspection hotline at
(2081372-2344
***Credit card payments are accepted, but are subject to a 3o/o convenience fee on payment amounts over $500"*"
1
Structural Calculations
Stanford
SF14B3
Lot #14 Block#3
Summerfield
Rexburg, ID
Prepared For:
lK "trf,T,'*
Kartchner Homes
601 W. 1700 S. Bldg B
Logan Utah8432l
435.755.953
14-00107
2327 West 900 South - SFR
Office CoPY
tN0lNrtHN0
York Engineering Inc.
March 14.2014
For:
Plan #:
Location:
From:
Design Criteria 2012 IRC:
RoofLoad;
Roof Live Load (PSF)
Dead Load (PSF)
Floor Load;
Live Load (PSF)
Dead Load (PSF)
Seismic Zone:
Wind Speed: 115 mph ult.
130 mph ult.
Structural Calculations
Kartchner Homes
Stanford
SF14B3
York Engineering Inc.
2329W. Spring Hollow Rd.
Morgan, Utah 84050 (801) 876-3501
March 14,2014
40
15
40
l0
D
(90 mph basic) Exposure C or
(100 mph basic) Exposure B
Material Properties & Assumptions
Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab)
ConcreteReinforcement: ASTM ,4.615 Grade60 & Grade40
Site Conditions: Dry & Stable granular based, 1500 PSF Bearing Capacity, Granular Based
Backfill (KH:35 pcf),Slope not to exceed 20o/o,Setback from slopes is minimum of 25'
Dimensional Lumber: Hem or Doue Fir #2 & BTR
Steel: ASTM A36
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 pite itself. York
Engineering Inc. does not assume the role of "Registered Design Professional in Responsible
Charge" on this project. The purpose of these calculations and engineering is to help reduce
structural damage and loss of life due to seismic activity and/or high wind conditions. The
contractor shall verify all conditions, dimensions and structural details of the drawing.
All exterior walls shall be sheathed withT116" APA rated structural wood panel. Block all
INOINTTINO
horizontal edges | /2" nominal or wider. Sheathing shall extend continuous from floor to top
plate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less thanYz" from
edge ofpanel and driven flush but shall not fracture the surface ofthe sheathing. Extend
sheathing over gable end to wall joints & over rim joist between floors and nail to rim and wall
plates 6" O.C.
The following general requirements shall be followed during construction:
1. Contractor to verify all dimensions, spans, & conditions and notifu engineer of any elrors,
omissions, or discrepancies prior to construction.
2. Use Simpson A.35 ties each cantilevered joist to sill or top plate.
3. Use Simpson Hl,H2.5 or equiv. ties each end of each truss.
4. Use ll2" x 10" J bolts 32" O.C. all foundation walls up to 8'. Use 5/8" bolts with all walls over
8'high. IJse 3" x 3" x 1/4" washers
5. If discrepancies are found, the more stringent specification shall be followed.
6. All multiple beams and headers to be nailed using 16d two rows 12" O.C.
7. Contractor shall assure that all materials are used per manufactures rbcommendations.
8. Site engineering and liability shall be provided by the owner/builder as required.
9. Connect beams & headers over 6 ft., to trimmers with appropriate connectors/hangers.
10. Contractor shall assure that footings are properly drained and that soil is dry and that footings
rest on undisturbed native soil and that building horizontal clearance from footings to adjacent
slopes be a minimum of 25 feet and that the intent of IRC section R403. I .7 .2 rs met. If set back
requirements of R403.1 .7.2 cannot be met then contact engineer for further design requirements.
10. The contractor shall conform to all building codes and practices as per the 2009 IRC.
11. Use balloon framing method when connecting floors in split level designs.
12. Nail all shear walls to floor joist using 2: 16d 16" O.C. Add additional floor joist as reqd.
13. Provide joist and rafter hangers as per manufacturers' specifications.
14. Foundation steps shall not exceed 4 feet or Yz the horizontal distance between steps. Horz.
re-bar shall be 12" O.C. through step downs and extend 48" either side of step
15.If garage return walls are less than 32" wide then extend headers across return walls with 2
king studs on either end extending from the top of the header to the bottom plate or install (2)
MST 36 straps each end of header extend across wing walls.
16. Use a minimum of 2-9 Yz" LYLs for all headers carrying girder loads.
17. Use 1 l/8" wide timberstrand or equiv. for all rim joist
18. Provide solid blocking through structure down to footing for all load paths.
19. Builder shall follow all recommendations found in all applicable Geotechnical reports.
20. Stacking of two sill plates is permitted with 5/8" J-bolts through both plates. Stacking more
than two plates is not permitted without special engineering
Footing Calculations back
Concrete 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 (psfl
Weight (kips/|ft)
Building Loads
Roof span
Roof (kips/lft)
Wall Height (ft)
Wall Load (kips/|ft)
Floor span
Floor Loads (kips/|ft)
Total(kips.lft)
Calculations
TotalWeight on Soil (kips)
Soil Load (ksf)
Required Footing Width (in)
Required Footing Depth (in)
Plan: Standford
Date: 14-Mar-14
Location: SF14B3
150
2500
3
7.83
94
0.67
8
0.78
1.67
20
0.83
t0
0.21
1.67
125
1 500
0.49
20
0.55
20
0.40
22
0.55
1.50
2.49
1.50
20
10
Utah
front left right interior
150
2500
?
7.83
94
0.67
I
0.78
1.67
20
0.83
10
0.21
1.67
7.83
94
0.67
8
0.78
1.67
20
0.83
10
0.21
1.67
125
1 500
0.49
4
0.11
20
0.40
2
0.05
0.56
1.55
0.93
zg
10
150 150 150
2500 2500 2500
333
125
1 500
0.49
7.83 0.08
94 1
0.67 0.67
88
0.78 0.01
1.67 1.50
20 18
0.83 0.67
108
0.21 0.15
1.67 1.50
125 125
1500 1500
0.49 0.00
40
0.11 0.00
20 12
0.40 0.18
24
0.05 0.10
0.56 0.28
1.55 0.44
0.93 0.29
zg lE
10 8
33
0.91
20
0.40
22
0.55
1.86
2.85
1.71
zo
10
Plan: Standford
Date: 41712
Location: SF14B3
Sawn Lumber
Load Parameterc
Floor Live Load(psD
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(plD
Wall Height (ft)
Wall Weight (ps0
Wall Load(plf)
Roof LL (psf)
Total Roof Load(psf)
Roof Span(ft)
Total Roof Load(plD
Beam Weight (plO
Live Load (plf)
Total Load (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 L/
Allowable Deflection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit L/
Allowable Deflection (in)
TL Deflection F/S
Selection
40 40 40
50 50 50
000
000
000
20 20 20
000
40 40 40
A4 TA AA
82830
220 770 825
8.3 4.4 8.3
160 560 600
228 774 833
111
11 36
1256 1162 2500
1256 1162 2500
3453 871 3750
1256 1162 2500
11
63
598 1943
598 1943
897 1457
598 1943
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
0717
0 175 425
700
20 20 20
140 {80 180
40 40 40
55 55 55
2348
55 935 220
4.4 5.6 8.3
40 820 500
199 1296 833
40 40 40 40
50 50 50 50
3021113
750 50 275 325
0999
20 20 20 20, Q 180 180 180
40 40 40 40
55 55 55 55
0102830
0 275 770 825
4.4 4.4 8.3 4.4
600 240 780 860
754 509 1233 1334
11111
63453
2500 1132 1019 3083 2002
2500 1't32 1019 3083 2002
3750 849 1019 3854 1501
2500 1132 1019 3083 2002
9.25 7.25 9.25 7 .25 9.25 9.25 7.25 7 .25 9.25 7 .254.5 3 4.5 3 34.5334.53
1.20 1.20 1 .20 1 .20 1.'t0 1.20 1 .20 ,t .20 1 .20 ,t.20
41.63 21 .75 41.63 21.75 27 .75 41 .63 21 .75 2't.75 41.63 21 .75297 95 297 95 198 297 95 95 297 95
465 721 685646 398 701 410 409 701 3871020 1020 1020 1020 93s 1020 1020 1020 1020 1o2o1.58 2.56 1.45 2.49 2.29 1.45 2.63 2.15 1.42 1.49
180 180 180 180 165 180 180 180 180 1804995 2610 4S95 2610 3053 4995 2610 2610 4995 26103.98 2.25 2.00 4.36 1.57 2.00 2.31 2.56 1.62 1.30
0.69 0.96 1 .37 0.49 .t .60 1.37 0.93 0.84 1.69 1 .651300000 1300000 1300000 1300000 1300000 1300000 1300p00 1300000 1300000 13000000.14 0.01 0.05 0_01 0.01 0.04 d.or 0.01 0.03 o.o1360 360 360 360 360 360 360 360 360 3600.37 0.10 0.20 o.2o 0.10 o.2o 0.10 0.13 0.'t7 0.102.68 12.14 4.41 21.24 17.21 5.29 11.33 11.95 5.86 7.90
0.19 0.01 0.06 0.0s 0.0.1 0.06 0.01 o.o2 o.o4 o.o2240 240 240 240 240 240 240 240 240 2400.55 0.15 0.3 0.3 0.1 5 0.3 0.15 0.2 0.25 0.152.82 {3.16 4.76 6.39 16.34 4.76 13.51 8.44 5.56 7.64
3:2x10 2'.2x8 3:2x10 2:2x8 2:2x10 3:2x10 2..2x8 2:2xB 3:2x10 2..2x9
Plan: Standford
Date: 41712
Location: SF14B3
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)
Wdth 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
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
I
4014
4014
9032
4014
97
11.88
3.5
42
2604
17862
489
1.98
285
7900
1.97
1.53
1 900000
0.10
360
0.30
2.95
0.14
240
0.45
3.18
2:11718"
1
11
3930
3930
1 0806
3930
79
9.50
5.3
50
2684
17662
375
1.63
285
9476
2.41
1.00
1 900000
0.26
360
0.37
1.42
0.33
240
0.55
1.67
3:9 Tz"
1
10
3822
3822
9556
3822
77
9.50
5.3
50
2684
17662
375
1.8s
285
9476
2.48
0.97
1 900000
0.19
360
0.33
1.76
0.24
240
0.50
2.07
3:9 /."
, 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
'2:11 718"
FB-11
40
50
13
325
I
20
180
40
55
32
880
21
900
1406
1
12
8438
8438
25314
8438
115
14.00
5.3
74
2546
36387
1201
1.44
285
1 3965
1.66
2.14
1 900000
0.18
480
0.30
1.63
0.29
360
0.40
1.39
3'.14"
RB-1 RB-6 FB-4 FB-6
40 40 40 40
50 50 50 50
002830
0 0 700 750
0000
20 20 20 20
0000
40 40 40 40
55 55 55 55
83200
220 880 0 0
12.1 12 14 14
160 640 560 600
232 892 714 764
Plan: Standford
Date:
Location: SF14B3
TJI Joist
Span (ft)
Deplh
Load ParameteE
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration Increase
Joist Span(ft)
Joist Spacing
Joisl Weight (plO
Joist Loading (plD
Max Reaction (lbs)
Max N4oment (Ftlb/lf)
Max Shear Lb
Determine Joist Size
Depth
Max Moment l00o/o (ft-lbs) =
F. S. for moment =
Max Shear 100o/o (lbs) =
F. S. for shear =
Bearing Required (in.)=
Live Load (U360) =
Total Load (u240) =
Elx10 6(lb-in^2)
Live Load Deflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
41712
110
12
1't.88
'10
40
50
1't2
16
2-5
69
415
1245
415
11 7t8"
30'15
2.12
885
2.13
2.OO
0.40
0.60
238
o.12
0. t6
3.28
3.80
210
15
11.88
10
40
CU
1
15
16
2.8
69
521
1 954
521
11 7t8"
3620
1.85
980
1.88
2.00
0.50
o.75
2e3
o.24
o.31
2.O7
2.38
360
20
11
560
28
14
10
40
50
10
40
50
Selection 11 7/8" 110's@16"o.c 117t8" Z1O's@16,'o.c
,|
20
16
3.3
70
700
3498
700
14"
7335
2,10
1 080.t.54
2.OO
0.67
1.00
612
0.35
0.46
1.88
2.1s
14" 360's @ 16" o.c
1
28
16
4.2
71
992
6945
992
14
11275
1.62't265
1.28
2.00
0.93
1.40
J20
0.88
1 _'16
1.O7
1.20
14" 560's @ 16" o.c
Plan: Standford
Date:
Location: SF14B3
BCt JOTSTS
Span (ft)
Depth
Load Parameters
Floor Dead Load
Floor Live Load
Total Floor Load
Simple Span Joist
Duration lncrease
Joist Span(ft)
Joist Spacing
Joist Weight (plO
Joist Loading (plD
Max Reaction (lbs)
Max Moment (FtLb/lf)
Max Shear Lb
Detemine Joist Size
Depth =
Max Moment 100% (ftJbs) =
F. S. for moment =
Max Shear 100% (lbs) =
F. S. for shear =
Live Load (U360) =
Totaf Load (U240) =
El x 10^6 (lb-in^2)
K x 10"6 (lbs)
Live Load Deflection (in)
Total Load Deflection (in)
Live Load F of S
Total Load F of S
Selection
41712
11 7/8'
6000
17
1 1.88
10
40
50
1
17
19.2
2.5
83
701
2980
701
11718',
3670
1.23
1 175
1.68
0.57
0.85
305
6
0.43
0.56
1.3'l
1.53
6qn @ 19.2"
Plan: Standford
Date: 41712
Lmtion: SF14B3
Seismic Calculations
Loading Summary
Floor Dead Load (psD '10
Ffoor Live Load(psf) 40
Walls (En)(psD 20
Walls (lntxpsf) 10
Roof Dead Load(psD 15
Roof Slope
Exterior
Snow Load Reduction
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduction
Tolal Load
Seismic Zone E
Roof LL(pso /{}
RoofDL(pso 15
6 t12
combination
Seismic Paramaters
26.56 V=CSnv/'|.4
40.00 Fa=
R=
Ss=
Sms=
40.00 Sds=
55.00 Cs=
Adj. Factor
Cs=
1
6.5 table 1617.6
1.772'1.77 eq.16.16
1.18 eq'16-18
O.21A per eq. 1&49
1.4
0.1556
Roof
Floor 2
Floor 1
Length W(ps0 Lb/ft Wdth W0b)
52 23 1196 34 26220
roof wall 6'120
Total Mass Tributary to Roof Levels = 32340
Shear M(lbs) Roof Levels = 5033
Length W(psD lb/ft Width W(lb)
38 10 380 30 25394.
wall height 9 13000
Total Mass Tributary to Floor 2= 38394
Shear (V)(lbs) Floor Levels = 5975
Length W(psf) lb/ft !ryidth W(b)
52 10 520 34 6270
wall height I 8600
Total Mass Tributary to Floor 1= 14870
Shear M(lbs) Floor Levels = 2314
Ftoor 1 Lateral Force UFtoor 2 Lateral Force 59/5
Root Lateftrl Fo.ce 5033
Totilt seismic Mass = 45604
Total Lateral Force = 1100E
Seismic Force Distribution*** Roof Sections '"- H(x) W(x) kip W(x)H(x) Vo Force Total Sheer I
Roof 23.3 32 752 66.2OYo 7.2870193
htoorl 1.0 u u u.00% 11.u0/939
t-toor 2 9.o 3a iJa4 33.EIJ% 11.U0/939
Totals 71 '1136 1
v,/sum(wt'Ht) = u.u0969 foftrl shear (lbs) = 11uua
Easemenl Sneer wall
Total Load (kips)
right side
len srde
front
oacK
Ftoor'r Sneer wall
Total Load (kips)
nght s|de
lett srde
ront
bacK
Froor z Jneer watl
Total Load (kips)nght side
len srde
ront
back
shear wall critical Lengths
FrontBackRightLeft
l-(total) Length
11.05.5 10
5.5 10
5.5 105.5 10
F(orar)1 1.0
F(torar)
7.33.63.tt3.63.6
WAII IJL FIOOT UL
400 550400 550400 50400 50
Shear Wall Load (plDNot APPlicableNot ApplicableNot ApplicableNol Applrcable
Shear Wall Load (plf)
191
229
324
229
Shear Wall Load (plD'130
't21
224
166
Length
2a
24
17
24
Length
2A3016
22
Roof DL DL (plt)
907.5 1237550 999110 373110 373
cntrcal | (n)
5
91'l
calculate uplift, Force Req'd to Prevent oT (lbs)
Panel Length (ft) 2 33354 21't62130 11312792 2415
338.2 3009
468
879 -1595 -4069
132 -1866 -3864
2046 1301 5552636 1890 1't44
Fronl
Back
Righl
Len
Plan: Standford
Date: 41712
Lo€tion: SF14B3
Wind Loading Calculations uaing Main Windforce{esisting System (MWFRS}
Longitudinal Diection
Wind Design Cefficienb
P=wind load'exo @efFlw
P=Design Pressure
Horizontal Wind Load (from table 1609.6.2..1(1)
Wall Load (pso=
end zone (A)
inteno. zone (C)
Roof Load (psf)=
end zone (B)
interiorzone (D) 2.7
VertielWind Load (from table 1609.6.2.i(1)
Roof Load (psD=
end zone windward (E)
end zone leeward (F)
interaorzonewindward (G)
interior zone leeward (H)
16.1
11.7
2.6
-9.8
-5.2
Exposure Coefficient (from table 1609.6.2.1(4)
lclmporlan@ Factor (from table 1604.5)
Expsure
R@f SbF =
Rmf Angh (dql=
P=wind load*exp coefflw
horizonlal wall inlerior
horizontal wall end zone
horizontal roof inlerior
horizontal roof end zone
verti@l end zone windward
verliel end zone leeward
verli€l lnterior zone windward
verti€l interior zone leeward
.4*Hmean
.1*base
End Zone Widlh (fl)
Interior Zone Width (ft)
&bb R@f Lcd
1.29
1.0
90 RoofHeight 8.50c wail Height 19
Truss Span 34
6 t12
26.56 Sine = 0.4472
Minimum Pressure
Adjusted
15.09 15.0S
20.77 20.77
3.48 10.00
3.35 10.00-9.29 0.00-12.64 0.00-6.71 0.00-6.71 0.00
3.4
2nd storyEnd Zone Width (ft)
2nd Storylnterior Zone Width (ft)
3.4
23.2
HeEht'L6
3.43
Eno
lnlerior
3.4
27.2
width
3.4
27.2
Area
289
46.24
Wind bd Fore (lbs)
20.77 1.1515.09 2079
Sum = 2194.63
Wind L€d
10.00
10.00
Total
Hip R@t L@d End
tnleflor
End
Inlenor
width Height wind bad3.4 1.0 20.77
27.2 1.00 15.09
Sum =
Widlh length Wind L@d3 24.30 FALSE3 24.30 FALSE27 24.30 FALSE
27 24.30 FALSE
ShearWall Loads (plf)
243
177
ShearWall Loads (plo
Fore llbs)2490
4623352
2nd Slor
Force (|ffi) Fore ltUj141 141.23
411 350.16
551.759 491.39
Fora llbs)
0
0
0
0
end zone windrard
Eewaro
intefiorzone windward
leeward
Fl@r 2 Diaphrqm Sbr
Total Shear(lbs) 7775Front Wall Length 16
Back Wall Lenglh 22
Fbr I Oiaphragm Sh€l
Tolal Shear (lbs)
Front Wall Length
Back Wall Length
12732
17 37424 26s
basement Diaphragn Sher
Totaf Shear (lbs) 132a4
Front Wall Length lOBack Wall Length 10
Critical Wall Length (ft)=
Front Wall Dead Load (plD= 1237
Front Wall Criti€l Lenglh (ft)= 3
Eack Wall Dead Load (plf)= 999Back Wall Criti€l Length (fl)= 3
Calculate Uplift, Force Req'd to pEvent OT (lbs)
Panel Length (ff) 2 3
1126 566
709 268
Shear Wall Lqads (plo
Not Appli€ble
Not Applicable
Total 20010
Total (pl0 116
46
5 -'t115
-174 -1056
8 10 12-2236 -3357 -4478
-1939 -2A22 -3704
Fronl
Back
plan: Standford
Date: 41712
Lo€tion: SF14B3
Wind Loading Calculations using Main WindforceResisting System (MWFRS)T6nsve6e Oicction
Wind &sign Cefficienb
P=wind load*exp coefrlw
P=Design Pressure
Horizontal Wnd Load (from iable 1609.6.2.1(1)
Wall Load (psO=
end zone (A) 16. j
inleriorzone (C) j1.7
Roof Load (psD=
end zone (B) 2.6
Interior zone (D)2.7vertielwind Load (trom table 1609.6.2.1(1)
Roof Load (psD=
end zone windward (E) -7.2
end zone leeward (F) -9.9
interior zone windward (c) -5.2
inleriorzone leeward (H) -5.2
Exposure Coefficient (from tabte 1609.6.2..1(4)
lFlmporlan@ Factor (from table 1604.5)
End Zone Width (ft) 3.4lnteriorzone Wdth (ft) 45.2
&bb R@f L@d
End
Interior
Hip R@f Lod End
Intenor
Wall L@d
2nd storyEnd Zone Wdth (ft)
2nd Storylnterior Zone Width (ft)
Exrure
R6f Ansle (dq)-
P=Wnd loadtexp @efflw
horizontal wall interior
horizonlal wall end zone
horizontal roof interior
horizontial roof end zone
verta€l end zone windward
verli€l end zone leeward
vertiel inlerior zone windward
verli€l interior zone leeward
Fl@r 2 Diaphragm Shear
Total Shear (lbs)
Left Wall Length
Right Wall Length
Floo, I Diaphragm Sh€r
Total Shea.(lbs)
Left Wall Length
Righl Wall Length
tEsement Diaphragm Shar
Total Shear(lbs)
Lefi Wall Length
Righr Wail Length
Critical Wall Length (ft)=
Left Well Dead Load (pt0=
Lefl Wall Criti€l Length (ft)=
Right Wall Dead Load (plf)=
Right Wall Criti€l Lenglh (ft)=
1.29'1.0
90 Roof Heighr 8.sC Wail Heighr 19
Truss Span 34
6/1226.56 Sine = 0.4472
Minimum pressure
Adjusted15.09 15.09
20.77 20.773.48 10.003.35 10.00-9.29 0.00-12.64 0.00-6.7.1 0.oo-6.71 o.oo
3.431.2
width Heighl
3.4 1.6
45.2 3.43
Heighl't.0
1.00
End
Interior
wdth
3
3
4545
10 12E71 56552E 223
tsront
Back
Area
442
76.84
wdth
3.4
45.2
Shear Wall Loads (ptf)
178
191
Shear Wall Load6 (plf)
400
343
Shear Wall Loads (plf)
Not Appli€ble
Nol Appli€ble
Total 132a4
Tolal (plD 67
Wlnd LGd Fore {tbs)20.77 11515.09 3456Sum = 3570.759
10.00 442010.00 768Toial 5.188
Wind hd Fore (tb6)
20.77 141
15.09 682
Sum = 823.4328
Wind L@d For@ (tbs)
FALSE OFALSE O
FALSE O
FALSE O
68ua2 11761 139 834
2nd Story
141.2292
470.9016
6'12.1 308
end zone wandwald
teeward
inledor zone windward
leeward
1069830
19147
24
20010
10
10
12
10
Calculate uplift, Force Req'd to prevent OT (lbs)
Panel Length (fi) 2 3
length43.3043.30
43.30
43.30
2093 19401750 1597
4
1787
1445
Plan : Standford
Date: 14-Mar-14
Location : SF14B3 Glue Lamb Beam 2 x Header
FB-1 RB-7F8.12Micro-Lam Beam
Uniform Loads
Uniform Floor Span (ft)
Total Uniform Floor Load (ptO
Wall Height (ft)
Wall Weight (psf)
Wall Load (plO
Uniform Roof Span (ft)
Total Uniform Roof Load (plD
Point Loads
1 Distance from Left (ft)
1 Point Live Load (tb)
1 Point Dead Load (tb)
2 Distance from Left (ft)
2 Point Live Load (lb)
2 Point Dead Load (lb)
Partialy Uniform Loads
1 Uniform Span (tt)
1 Live Load (plO
1 Dead Load (pl0
1 Distance of left side (tt)
1 Distance of right side (ft)
2 Uniform Span (ft)
2 Live Load (plf)
2 Dead Load (plO
2 Distance of left side (ft)
2 Distance of right side (ft)
Tapered Load
Tapered load left (plfl
Tapered load right (plD
Lett Distance (tt)
Right Distance (ft)
Beam Weight (plO
Reactions & Moment
Duration Increase
Beam Span(ft)
Left Reaction (lb)
Right Reaction (lb)
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 100% =
Momemt of Inertia | =
Factor Of Safety =
Max Shear 1000/0 =
Factor Of Safety =
Bearing Required =
Load S
Beam S
S Factor of Safety
E (psi)
Deflection LL (in)
u360
LL Deflection F of S
Deflection TL (in)
u240
TL Deflection F of S
Selection
27
675
0
20
0
0
0
2.5
31 36
784
7
0
0
28
560
140
0
2.5
0
0
0
I
10
0
0
0
I
21.32
1
13
9273.9
5448.2
21287.2
5.2
YZl J.V
126.2
14.00
5.25
73.50
371 58.33
1 200.50.t.75
'189.26
1.51
3.21
98.25
171.50
1.75
1 900000
0.23
0.43
1.87
0.30
0.65
2.19
3: 14"
LVL
't7
425
I
20
180
7
192.5
2
0
0
15
4480
I 680
0
0
0
1
6
28
560
210
15
20.5
0
0
6
8
26.16
1
20.5
I 0663.3
16616.7
68971.5
I z.Y.16616.7
154.2
21
5.13
107.73
. 75411
3959.08
1.09
231.37
1.15
qao
344.86
377.06
1.09
0.00
0.47
1.03
2.16
0.75
lda
1.37
5 1lA" x21"
GLB
0
0
0
20
0
10
275
2
0
0
0.5
2240
840
0
U
0
1
6
0
U
0
8
t0
0
0
5
8
8.33
1
6
3673
1107
2127
2.1
3673
88
9.25
4.5
41.6
5347.7
zvo.6
2.51
I JZ.J I
1.13
1.48
26
64
2.5'l
1 500000
o.o2
0.20
8.52
0.03
0.30
9.14
3:2x10
2xHeader
Load Short Form
Entire House
High Gountry Heating
P.O. Box 627, Rigby, ld 83442 Phone: 208-745-8056 Fax 208-745-0817 Email: highcountryph@yahoo.com
Job: SF14B3
Date: Mar '14,2014
By: Vince Byram
Cody Puzey
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
Htg Clg
-6 89
70 75
76 14
-H
50 50
62 -31
lnfiltration
Outside db CD
lnside db ("D
Design TD CD
Daily range
Inside humidity (%)
Moisture difference (g r/l b)
Method
Construction quality
Fireplaces
Simplified
Average
0
Make Goodman Mfg.
Trade GOODMAN
Model GMH950703BX
AHR|ref 2002183
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Room10
HEATING EQUIPMENT COOLING EQUIPMENT
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DlSTl...
Cond GSX130241C*
Coil Capf3030bx
AHRI ref 4765510
Efficiency 11.0 EER, 13 SEER95 AFUE
69000
52440
62
920
0.029
0.70
Btuh
Btuh.F
cfm
cfm/Btuh
in H2O
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
16100 Btuh
6900 Btuh
23000 Btuh
767 cfm
0.100 cfm/Btuh
0.70 in H2O
1.00
5019266
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ROOM NAME Area(tr)Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
Room2
Room3
Room4
Room5
RoomG
RoomT
Room8
Room9
Rooml
84
120
158
245
77
50
63
266
546
2593
2390
2608
2395
2941
476
2069
6346
101 36
268
465
830
539
183
73
661
982
3617
74
68
75
69
84
14
59
182
290
27
46
83
54
18
7
66
98
362
I
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rG6 ...tstwrightsoftware\KartchneisFl4B3 Stanford.rup Calc = MJ8 House faces: N
2O14-MaF15 07:31:46
Page I
Entire House d
Other equip loads
Equip. @ 0.94 RSM
Latent cooling
1675 32145
1 588
7667
293
7482
0
920 767
TOTALS 33733 7482 |
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
9201675 767
I
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rffi ...tstwrigtrtsoftware\Kartchne^SFl4B3Stanford.rup Calc=MJ8 Housefaces: N
2014-Mar-15 07:31:46
Page 2
Building Analysis
Entire House
High Country Heating
Job:
Date:
By:
sF1483
Mat 14,2014
Vince Byram
P.O. Box 627,ld 83442 Phone: 208-745-8056 Fax: 208-745-0817 Email:
Cody Puzey
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude 44"N
Outdoor:
Drybulb ('F)
Dailyrange ('F)\A,bt bulb ("D
\Mnd speed (mph)
Heating
9
15.0
Gooling
89
34 (H )60
7.5
lndoor:
Ind oor temperature ("F)
Design TD CDRelative humidity (%)
Moisture difference (gr/lb)
lnfiltration:
Method
Construction quality
Fireplaces
Heating70
76
50
61.5
Simplified
Average
0
Cooling
7514
50-31.5
Component Btuhrff Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltration
Ducts
Piping
Humidification
Ventilation
Adjustments
Total
4.9
22.8
22.0
1.5
6.1
4.0
980547049001 5886323
88230
0
0
1 5880
33733
29.',|
13.9
2.7
4.7
18.7
26.2
0
0
0
4.7
100.0
Component Btuh/ff Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltration
Ducts
Ventilation
Internal gains
Blower
Adjustments
Total
0.5
23.2
5.4
0.8
0o.4
9424783
219
878
08450
293
0
0
0
7960
11.860.12.8
11.0
0
10.6
0
3.7
0
0
100.0
Latent Cooling Load - 0 Btuh
fterall U-mlue = 0.071 Btuh/ff-"F
Data entries checked.
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,€C[ ...tstwrightsoftware\Kartchne^SFl4B3 Stanford.rup Calc = MJB House faes: N
2014-Mar-15 07:31:46
Page 1
Gomponent Gonstructions
Entire House
High Gountry Heating
P.o. Box 627, Rigby, rd 83442 phone: 208-74t8056 Fax: 208-74s-0a17 Emair: highcountryph@yahoo.com
Job: SF14B3
Date: Mar 14,2014
By: Vince Byram
Cody Puzey
3758 Yellowstones Hwy, ldaho Falls, ld g3401
Phone: 208-529-2116
ldaho Falls, tD, US
Elevation: 4741 ftLatitude: 44"NOutdoor:
Drybulb ("F)
Dailyrange ('F)
V1,bt bulb ('F)
Wind speed (mph)
Cooling
89
34 (H )60
7.5
Indoor:
lnd oor temperature (.F)Design TD CDRelative humidity (%)
Moisture difference (g r/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating-9
15.0
Heating
70
76
50
61.5
Simplified
Average
0
Cooling
75
14
50-31.5
Gonstruction descriptions
Walls
12F-0sw: Frm wall, vnl ext, 3/8" wood shth, r_21 c,av ins, 1t2,, gypsumboard int fnsh, 2'16" wood frm
Partitions
(none)
Windows
61C:61C
Doors
11P0: Door, mtl pur core type
Ceilings
168-50ad: Attic ceiting, asphalt shingles roof mat, r_50 ceil ins, 1/2,,gypsum board int fnsh
168-50ad: Attic ceiling, asphalt shingles roof mat, r_50 ceil ins. S/g,,gypsum board int fnsh
Floors
21A-2Oci Bg floor, heavy dry or light damp soil, 1.5' depth, carpet flrfnsh
21A-24c'. Bg floor, heavy dry or light damp soit, 6' depth, carpet flr fnsh
224-cpm: Bg floor, heavy dry or tight damp soil, on grade depth, carpetflr fnsh
Or Area
tr
U-value Insul R Htg HTM
Btuh/ff-"F fF-.F/Btuh Btuhifli
Gain
Btuh
258
248
215
221
942
Loss Clg HTM
Btuh Btuh.4f
00
00
00
n
e
s
all
n
s
all
544 0.065 21.0
522 0.065 21 .0
453 0.065 21.0
466 0.065 21.0
1985 0.065 21 .O
50 0.300 0100 0.300 056 0.300 o
206 0.300 o
4.94
4.94
4.94
4.94
4.94
22.8
22.8
22.8
22.8
1 .52 100
1.52 1488
2687 0.47
2579 0.47
2239 0.47
2300 0.47
9805 0.47
1140 10.3 514
2280 18.6 1860
1284 34.1 1923
4704 20.8 4297
22.0 900 5.37
66
979
0.290
0.020
0.027
0.025
1 .180
10.5
50.0
50.0
0.84
0.84 822
0
0
2.05
1.90
89.7
91
-l
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20 1 4-Mar-'l 5 07..31 :46
Page .l
Project Summary
Entire House
High Gountry Heating
Job: SF14B3
Date: Mar 11,2014
By: Vince Byram
, ld 83442 Phone: 208-745-8056 Fax: 208-745-0817
Cody Puzey
3758 Yellowstones Hwy, ldaho Falls, ld 83401Phone: 208-529-21'16-
Notes:
Weather: ldaho Falls, lD, US
Winter Design Conditions Summer Design Conditions
Outside db
Inside db
Design TD
Structure
Ducts
Central vent (23 cfm)Humidification
Piping
Equipment load
Heating Summary
Outside db
Inside db
Design TD
Daily range
Relative humiditv
Moisture differerice
Structure
Ducts
Centralvent (23 cfm)
Blower
Use manufacturer's dataRate/swing multiplier
Equipment sensible load
Structure
Ducts
Central vent (23 cfm)
Equipment latent loah
Equipment total loadReq. total capacity at 0.70 SHR
-6 "F
70 "F
76 "F
89 'F
75 "F
14 'F
H
50%-31 grllb
Sensible Cooling Equipment Load Sizing
Method
Construction quality
Fireplaces
Aea (ftJ
Volume (ff)Air changes/hourEquiv. AVF (cfm)
Infiltration
32'145 Btuh
0 Btuh
1588 Btuh
0 Btuh
0 Btuh
33733 Btuh
Simplified
Average
0
95 AFUE
69000 Btuh5244O Btuh62 "F
920 cfm
0.029 cfm/Btuh0.70 in H2O
7667 Btuh
0 Btuh
293 Btuh
0 Btuh
n
0.94
7482 Btuh
Latent Cooling Equipment Load Sizing
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Model GMH950703BX
AHR|ref 2002183
-1 175 Btuh
0 Btuh-407 Btuh
0 Btuh
7482 Btuh
0.9 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JAN|TROL, AMANA DtSTt...Cond GSX130241C*
Coil Capf3030bx
AHRI ref 4765510
Efficiency 1 1.0 EER, 13 SEERSensible cooling 16100 BtuhLatent cooling 6900 Btuhrorar coortng 23000 BtuhActual air flow 76T cfmAir flow factor 0.100 cfm/BtuhStatic pressure 0.70 in H2OLoad sensible heat ratio 1.OO
Heating Cooling1675 1675
15075 15075
0.50 0.26
126 65
Efficiency
Heating input
Heating output
Temperature rise
Actual air flowAir flow factorStatic pressure
Space thermostat
calculations approved by ACCA to meet all requirements of Manual J gth Ed.
liH + wflghtSO*? Rishfsuite@ u niversat 2013 13.o.oe RSU20477ffi ...ts\wrightsoftware\Kartchner\SFl4B3Stanford.rup Calc=MJg Housefaces: N
2O1+MaF15 07:31:46
page .l
AED Assessment
Entire House
High Gountry Heating
Job:
Date:
By:
sF1483
Mar'14,2014
Vince Byram
P.o. Box 627, Rigby, rd 83442 phone: 208-745-8056 Fax: 2og-745-og17 Emair: high@untryph@yahoo.com
3758 Yellowstones Hwy, ldaho Falls, ld g3401
Phone: 208-529-2116
Location:
ldaho Falls, lD, US
Efevation: 4741 ft
Latitude:44'NOutdoor:
Drybulb ('F)
Dailyrange ('F)
\A,bt bulb ("F)
VUind speed (mph)
Gooling
89
34 (H )
60
7.5
Indoor:
lnd oor temperature ("F)Design TD CDRelative humidity (%)Moisture difference (gr/lb)
Infiltration:
Heating
70
76
50
61.5
Cooling
75
14
50-31.5Heating
-o
r i.o
l-budy Gazirg Led
13
Fhrdry
/ aDtifi
Maximum hourly glazing load exceeds average by 39.g%.
House does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 487 Btuh (pFG - 1.3.AFG)
I
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2014-MaF15 07:31:46
page I
Right-.J@ Worksheet
Entire House
High Country Heating
Job: SF14B3
Date: Mar14,2014
By: Vince Byram
P.O.Box627,Rigby,ld83442Phone:208-74$8056 Fax208-745-0817 Email:highcountryph@yahoo.com
1
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
248.0 lt
9.0ft d
1675.0 ft,
Room2
26.0 ft
9.0 fi heaumol
6.0 x 14.0 ft
84.0 fr
Ty Construction
numDer
U-value(Bt uh/ft'?- "F
Or HTM
(Btuh/ft'z)
Area (fl')
or perimeter (ft)
Load
(Btuh)
Area (f r)
or perimeter (ft)Load
(Btuh)
Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
Wlc
W
l----GrD
Wr---G
F
F
F
12F-osi,
61C
12F-osw
1 2F-osw
61C
1 1P0
12F-osw
168-50ad
168-50ad
21N2oc
21N24c
22Ncpm
0.065
0.300
0.065
0.0650.300
0.290
0.065
0.300
0.020
0.020
0.027
0.025
1.180
n
n
s
s
4.94
22.80
4.94
4.9422.80
22.04
4.94
22.80'1.52
't.52
2.O5'1.90
89.68
0.47
10.24
0.47
0.47
18.60
5.36
o.47
34.14
0.84
0.84
0.00
0.00
0.00
594
50
522
594
100
41
522
56
66
979
630
4A
JOt
s++l
0l
522
4531
0
41
466n
oi
979
630
48
55
2687
114C
2579
2239
2240
9002300
1284
100
1488
1293
91
4939
258
514
248
215
1860
219221
1923
55
822
0
0
0
54
0126
54
0
200
0
.00
84
0
0
5410l't26
341
0
20
3
0
0
843
267
0622
lao
0
4370
0
0
0
1720
0
zo0
60
16
0
1060
0
0
00
0
6 c) AED exdrsion 487 -29
Envelope losvgain 23321 6822 1667 179
't2 a) Infiltration
b) Room ventilation
882 84{(925
0
89
0
13 Intemal gains: Occupants @ 230
Applianes/other
0
0
Subtotal (lines 6 to 13)32't45 2593 268
14
15
Less external load
Less lransfer
Redistribution
Subtotal
Duct loads ooa Oo/l
0
0
32145
0 -Oo,/l 00k
0
0
0
2593
0
0
0
268
0
Total room load
Air required (cfm)32145
920
7667
767
2593
74
268
---...ts\wrightsoftware\Kartchne^SFl4B3stanfod.rup Calc=MJ8 Housefaces: N Page'l
Right-J@ WorksheetEntire House
High Gountry Heating
P.O. Box 627, Rigby, rd 83442 phone: 208-74$.8056 Fax: 208-745-08'17 Emair: highcountryph@yahoo.com
Job: SF14B3
Date: Mar 14,2014
By: Vince Byram
1
2
J
45
Room name
Exposed wall
Room height
Room dimensions
Room area
Room3
22.O ft9,0 fi heavcoor
10.0 x 12.0 ft120.0 ftz
Room4
24.0 ft
9.0 ft heaucoor
1.0 x 158.0 ftr58_0 ft,TY I construction
I number U-value
(Bt uh/ft'?-'FOr HTM
(Btuh/ft,)I Area (fr,)
I or penmeter (ft)Load.
(Btuh)Area (ft')
or perimeter (ft)Load
(Btuh)
Heat I Cool Gross I tlpls CoolHeat N/P/SGross CoolHeat
0.065
0.3000.065
0.065
0.300
0.290
0.065
0.300
0.0200.020
0.027
0.025't.180
6lvy l12F-0sw.l L_€161c
. lW l12F-0sw
I W I rzr-osw1l Fcl61c
l4;- | llF:'*
l|---{161c
I c I roa-soao
I C | 168-50ad
I r lzta-zoc
I F l21A-24cI F l22A-cpm
u..
10.1
0.t
0.418.€
c.!
o.434.1
0.8
0.8
0.0
0.0
0.0
n | 4.s4n | 22.80
e | 4.94
s | 4.94s | 22.80
s | 22.04
w | 4.94w | 22.so- I 't.52
- | 1.52- | 2.05- | 1.90- | 89.68
TI3lol,'31
,.31
I
'il 'ii
*ll '?l"il,,il,
Illll
//
0
)8
0
0
t0
0
3l :ol o
171 s2tsl 0
,31 n3ol ool oi8l ts8ol o313
Ititltltltl
0l 0sl 3+s+l 44570 I 465ol o*31 o'o
,03 | ,.3ol o3t 3i
6 | c) AED excursion
-l-
I Envetope tosygain
-50
roozl 3e(17s41 74s12 | a) Infiltration
I Ol Room ventilation 78:
c
I'
0 854 | 82ol o13 I Internat gains: Occupants @ 230
I Appliances/other 0 0
0Subtotal (lines 6 to 13)
465zggol 8302608
I Less transfer
I Redistribution
14 | Subtoral
15 | Duct loads ook-004 23901 aoslol ol -ooz
lo
lo
| *oBookl o
0
0
0830
0Total room load
Air required (cfm)23s01 465681 46 2608 | 830751 83
Right-.J@ Worksheet
Entire House
High Country Heating
P O.ox 627, Rigby, rd 83442 phone: 208-745-8056 F ax: 208-745-0817 Emair: highcountryph@yahoo.com
Job: SF14B3
Date: Mar14,2014
By: Vince Byram
1
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Room5
19.0 ft9.0 fi heaUcool
1.0 x 245.0 fr245.0 fP
Room6
18.0 fi9.0 ft heavcool
7.0 x i1.0 fr77.0 terY I construction
I number U-yalue
(Btuh/ft'?-"F Or HTM(Bt uh/ft,)Area (ft,)
or perimeter (ft)Load
(Btuh)Area (f t2 )or perimeter (ft)-------------_--
Gross I trtipls
(Btuh)
'*.T;Heat Cool Gross N/P/S Heat Cool
11
"r nldi!"*W | 12F-0s
q/ | tzr-osw
F4l61cHl11P0
W I 12F-0swt--4 | 61c
C | 168-5oadE lffi;-IIIIII
o.o65lo.3oo I0.065 |o.oosl0.3001
o.zso I0.065 |0.3001
o.ozolo.o2o Io.o27l0.025 |r. r oof
IIIII
n | 4.94n | 22.A0e | 4.94s | 4.s4s | 22.80
s | 22.04w | 4.94w | 22.80- | 1.52- | 1.s2- | 2.os- | 1.e0 1- I 89.68 |
0
18
50,
34.
0.
0.
0.
0.
0.
ill471
#llrl't4l
311rol)01'l
I
I
4l "!i
ilil
fl ,{l
I'ltltlllll
',?ll
0l
3lol0l0l
ol72|.
ol'1
III
III
il';lTl
{ddttlllllll
///lllrll
311
0489
0
0
0
0
0
117
0
01384
30
047
0
0
0
0
0
0
65
0
0l
Envelope loss/gain
a) Infiltration
b) Room ventilation
lntemalgains: Oeupants @ 2gO
Appliances/other-Subtotal (lines 6 to I 3)
Less external load
Less fansfer
Redistribution
Subtotal
Duct loads
Tolal room loadAir required (cfm)
.58 .20
12
13
't719)czcl 2301 122
676
c 6€
c 640
0
61
0
0
2941
0
0
183
-0%
2395 cJ!
14'15
o%
239C
0
0r0
539
0 -ooh 0o/o
0
0
0
2941
0
0
0
0183
0
23951 53s691 s4 2941
84 183
18
^e-tf *rlChtsoft. ^.
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Page 3
Right-J@ Worksheet
Entire House
High Country Heating
PO Box 627, Rigby, rd 83442 phone: 208-74$8056 Fax: 208-745-08r7 Emair: highcountryph@yahoo.com
Job: SF14B3
Date: Ma?14,2014
By: Vince Byram
Load
(Btuh)Area (ftr)
or perlmeter LOad
(Btuh)(ft)
0
0
0
277
0
0
0
27
465
0
40
0
440
0
96
00
53
0
0
Room name
Exposed wall
Room height
Room dimensions
Room area
RoomT
5.0 ft9.0 fr heavcool
10.0 x S.O fi50.0 ft,
Roomg
10.0 fr9.0 ft heaucooi
9.0 x 7.0 ft63.0 ft,
number | 1etun41._.6 HTM I area (ft,)(Btuh/ft,) | or perinieter (ft)
WtG
ry|-L--D
vy
F
F
F]
4.94
22.80
4.94
4.5422.80
22.04
4.94
22.80
1.52't.52
z,uc
1.90
89.68
o.47'to.28
0.47
0.47
18.60
5.36
o.47
34.14
0.84
0.84
0.00
a) Infiltration
b) Room ventilation
fntemal gains: Occupants @ 230
Subtotal (lines 6 to 13)
Less e)dernal load
Less transfer
Redistribution
Subtotal
Duct loads
c) AED excursion
Envelope loss/gain
Total room load
Air required (cfm)661
66
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"
' pede a
Right-J@ WorksheetEntire House
High Country Heating
P O Box 627, Rigby, rd 83442 phone: 208-74t8056 F ax:208-745-O8,r7 Emait: highcountryph@yahoo.com
Job: SF14B3
Date: Mar 14,2014
By: Vince Byram
1
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Room9
34.0 fr9.0 ft heaUcool
14.0 x 19.0 ft266.0 ft,
Rooml
90.0 ft
9.0 fr heaVcool
1.0 x 546.0 fr546.0 ft,Ty Constructionnumber U-value
(Bt uhfft'?-"F
ot I HrM
| (Btuh/fr,)
f------------' -
I uear I coor
Load
(Btuh)
Area (ft,) |
or perimeter (ft) |
Area (fr,) | Louoor perimeter (ft) | (Btuhl
Gross CoolHeatN/P/S Gross CoolHeatN/P/S
0.47110.28 |0.47 |o.47 |18.60 |s.eo Io.47 |34.141
o.el I0.84 |o.oo l0.001'*l
iII
III
4.94
22.80
4.94
4.94
22.80
22.04
4.94
22.80
1.52't.52
2.O5
1.90
89.68
n
n
s
s
17'l
126
25
0
90
U
266
0
0
242
0.065
0.300
0.065
0.065
0.300
0.290
0.0650.300
0.020
0.020
o.o27
0.025
1.180
"lvr I tzF_usw
:l*-l?lFo*
I vy I tzr-osw111 F-4161cI L----ol rrpo
I W | 1zr-osw
l'-G161c
I c I toe-soao
I C I t6B-s0ad
lr lilr1itltllllll
,i|,.!i
il Tlol ol'31 .dl0l ol,?l ,,,11llllilltll|l
of 2't6ol o81 I 126481 zrol651 zslll ,?tlo; sol,31 Slol srcl
fl31tltltllltllltl
5,
lli'::ii
7ol aro Iol s7o Izil +os I16l s67 |ol 12841 'l
3l Sl
1 "'nl
llltlltltllltt
02
0
60
81
65
13
fa
0
0
0
0
0
o c) AED excursion
44 473
12 a) Infiltration
b) Room ventilation
5 t36 86€6934 3310
121C
0
11 3202
0
307
0t3fnternal gains: Occupants @ 23OAppliances/other 0 0
0 0
0Subtotal (lines 6 to .t3)
6346 ntrl r0136 36'17
't4
15
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads -00h Oo/o
0
0
6346
0
982
-00k 0%
0
0
010136
0
0
0
3617
Air required (cfm)oaaol
1821 saele8l 10136
290
361 7
aoz
Right-J@ Worksheet
Entire House
High Country Heating
Job: SF14B3
Date: Mar14,2014
By: Vince Byram
Calculations aooroved bv ACCA to meet all requirements of Manual J 8th Ed.
201+Mar15 07:31:46
Page 6
P.O. Box 627, Rigby, ld 83442 Phone: 208-745-8056 Fax 208-745-0817 Email: highcountryph@yahoo.com
Envelope loss/gain
Total room load
Air required (cfm)
Room name
Exposed wall
Room height
Room dimensions
Room area
Room10
0ft
9.0 ft heavcool
6.0 x 11.0 ft
66.0 fr
HTIVI I Area (f t')
(Btuh/ft,) | or perimeter (ft)
Load I Area
(Btuh) | or perim'eter
. lW l12F-0sw
,i lY----oll?i'*I t-olrrpo
4.94
22.4O
4.94
4.94
22.80
22.04
4.94
22.80
1.52't.52
2.O5
1.90
89.68
0.47
34.14
0.84
0.84
6 | c) AED excursion
subtotal (lines 6 to 13)
Less extemal load
Less transfer
Redistribution
Subtotal
Ducl loads
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2nd Ston
Kro "rt
Ku .rt
Room10
RoomT
K ro "rt
Job #: SF14B3Performed by Vince Byram for:
Cody puzey
3758 yellowstones Hwy
tdaho Fails, td 8340i
Phone: 208_529_2.1 16
High Country Heating '
p.O. Box 627
Rigby, td 83442
Phone: 208-7 45-8056 Fax: 208_7 45_0817
hig hcountryph@yahoo.com
Scale: 1 :60
page 1
Rig htSu ib@ U n iv ersat 2013
13.0.09 Rsu20477
2014-Mar-15 07:32:31
... re\Kartchner\SF1 483 Stanford_rup
Main Floo
r10x8
\$ tt
12x8
Room2
Job #: SF14B3
Performed by Vince Byram for:
Cody puzey
3758 Yellowstones Hwy
ldaho Fails, td 83401
Phone: 208-529_21 16
High Country Heating
p.O. Box 627
Rigby, td 83442
Phone: 208-745-8056 Fax: 208-745_0817
hig hcou ntryph@yahoo. com
Scale: 1 :60
Page 2
Rig hfsu ib@ U n iv ersat 20 13
13.0.09 RSU20477
2014-Mar1S 07:32:31
... re\Kartchner\SF1 483 Stanford.rup
Duct System Summary
Entire House
High Country Heating
P.O. Box 627, Rigby, ld 83442 Phone: 208-74$8056 Fax: 208-745-0817 Emait: highcountryph@yahoo.com
Job:
Date:
By:
sF1483
Mar 14,20'14
Vince Byram
For Cody Puzey
3758 Yellowstones Hwy, ldaho Falls, ld 83401
Phone: 208-529-2116
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.70 in H2O
0 in H2O
0.70 in H2O
0.27910.421 inH2O
0.115 in/100ft
920 cfm
Cooling
0.70 in H2O
0 in H2O
0.70 in H2O
0.27910.421 inH2O
0.115 in/100ft
767 cfm
Name
Design
(Btuh)
Htg
(cfm)
clg
(cfm)
Design
FR
Diam
(in)
HxW
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft)Trunk
Rooml
Rooml-A
Room l -B
Rooml-C
Room10
Room2-A
Room2-B
Room3
Room4-A
Room5
Room6
RoomT
RoomB
Room9
Room9-A
c 904
c 904
c 904
c 904
h 192
h 134
h 1296
h 2390
c 830
h 2395
h 2941
h 476
c 661
h 3173
h 3173
73
73
73
73
5
37
37
68
75
69
84
14
59
91
91
90
90
90
90
5
13
13
46
83
54
18
7
66
49
49
0.140
0.1 36
0.127
0.115
0.145
0
0.134
0.120
0
0.1 56
0.288
0.135
o.129
0.235
0.1 30
6.0
6.0
6.0
6.0
6.0
0
6.0
6.0
0
6.0
6.0
6.0
6.0
6.0
6.0
0x0
0x0
0x0
0x0
0x0
8x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
ShMI
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
ShMt
40.0
25.0
50.0
42.0
23.0
0
13.0
42.0
0
29.0
2.0
37.0
36.0
24.0
30.0
160.0
180.0
170.0
200.0
170.0
0
195.0
190.0
0
150.0
95.0
170.0
180.0
95.0
185.0
stlA
st1
st1 B
stlA
st1
st1
stlA
st1
stlA
st1
st1
Name
Trunk
Type
Htg
(cfm)
clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
HxW
(in)
Duct
Material Trunk
st1
stlA
st1 B
Peak AVF
Peak AVF
Peak AVF
633
300
73
603
32s
90
0.115
0.115
0.127
712
488
136
11.3
8.8
5.3
8x16
8x 12
8x 12
ShtMetl
ShtMetl
ShtMetl
st1
stlA
I
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r€Ct ...tstwrigtrtsoftware\KartchnensFl4B3 Stanford.rup Catc = MJ8 House faces: N
2014-MaF15 07:31:47
Page 1
rb3
rb6
rb5
rb1
rb2
266
147
75
364
68
8x
8,X
8x
8x
^&.tl* WfightSoft' nisht-s,ite@ universat 20,r3 t3.0.0s RSU20477..ts\wrightsoftware\Kartchner\SF1483 Stanford.rup Calc = MJ8 House faces: N
2014-Mar15 07:31:47
REScheck Software Versio n 4.4.3
Compl iance Certificate
Project Title: SFZ2Ei4.*iree.enSF t4 gj ,$a^frr dEnergy Code: 2009 IECCLocation: ldaho Falis, ldahoConstruction Type: Singte FamlV
-"-
Buitding orientation: pld6. fa;d bb deg. from NorthGfazing Area Percentage: g%- svvr 'v'
Heating Degree Days: Zglgurmale zone: 6
Construction Site: Owner/Agent:
Cody puzey
208_529_2116
Designer/Contractor:
High Country Heating
High Country Heating
P.O. Box 627
Rigby, fD 83442
208-745-8056
highcountryph@yahoo.com
The % Befter or woree Than code index reflects how close to complian@ the house is based on code trade-ofi rujes.It DOES NOT provide an estimate of energy use or @st relative to a mlnimum_code home.
Compliance: 2.6% Better Than Code Maximum UA: 266 your UA: 259
Window 1: Other:Double pane with Low_ESHGC: 0.32
Orientation: Left Side
Wall 2: Wood Frame, 16', o.c.
Orientation: Front
Wall 3: Wood Frame, 16', o.c.
Orientation: Right Side
Door 1: Solid
Orientation: Right Side
Window 1: Other:Double pane with Low_E
SHGC: 0.32
Orientation: Right Side
Wall 4: Wood Frame, .,|6,'o.c.
Orientation: Back
Window 1: Other:Double pane with Low_ESHGC: 0.32
Orientation: Back
Floor 3: Slab-On-Grade:Unheated
Insulation depth: 2.0'
Ceiling 1: Flat Ceiling or Scissor Truss
Ceiling 2: Flat Ceiling or Scissor Truss
0.310
en
16
29
25
12
3'l
26
17
522
594
100
21.0
21.0
0.6
u.b
0.290
0.310
0.310
522
56
0.0
29.0
29.0
55
oo
979
50.0
50.0
57
1
15
Wall 'l: Wood Frame, 16" o.c.
Orientation: Left Side
compliance statement: The proposed building design described here is consistent with the building o,"nr, .p""*fililii oiJtutcutations sf!,]ffi:'*T:"1:1,,:Lll'"Tli:]1,"^fposea ouitains has;Jn-oesisneo to meet the 200e rECC requirements inREScheckVersion 4.4.3 and to compry with the mandatorv,"orii"r""l! ffi;ft: ###';|i:H#:ilil:,:
Name - Title
Project Notes:
Signature
Data filename: C:\program Files (xg6)\Check\REScheck\SF14B3 Stanford.rck
Date
Project Title: SF22B4 princeton
Report date: 03115t14
Page 1 of 6
Job Number: SF14B3
Project Title: SF22B4 princeton
Report date: 03115114
Page 2 of 6
Data filename: C:\program Files (xg6)\Check\REScheck\SF.l4B3 Stanford.rck
REScheck Software Version 4.4.3
Energy Code:
Location:
Construction TYPe:
Building Orientation:
Glazing Area Percentage:
Heating Degree DaYs:
Climate Zone:
Ceilings:
E ceiling 1: Flat Ceiling or scissor Truss, R-50.0 cavity + R-29.0 continuous insulation
Inspection Ghecklist
2009lEcc
ldaho Falls, ldaho
Sinqle Familv
Bld6. faces 5o Oeg. from North
9Yo
7918
6
Comments:
I Ceiling 2: Flat Ceiling or Scissor Truss, R-50.0 cavity + R-29.0 continuous insulation
tr
Comments:
Above-Grade Walls:
Wall 1: Wood Frame, 16" o.c., R-21.0 cavity + R-0.6 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-21.0 cavity + R-0.6 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-0.6 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
I Wall 4: Wood Frame, 16" o'c., R-21 .0 cavity + R-0 6 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value ratingacross fr..lll area of the wall
Comments:
Windows:
E Window 1: Other:Double Pane with Low-E, U-factor: 0.310
For windows without labeled Ujactors, describe features:
#Panes - Frame TYPe Thermal Break? - Yes - No
Comments:
E Window 1: Other:Double Pane with Low-E, U-factor: 0.310
For windows without labeled Ujactors, describe features:
#panes - Frame Type - Thermal Break? - Yes - No
Comments:
E Window 1 : Other:Double Pane with Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
#Panes - Frame TYPe Thermal Break?-Yes- No
Comments
Doors:
tr Door 1: Solid, U-factor: 0.290
Comments:
Floors:
fl Floor 3: Slab-On-Grade:Unheated, R-0 (uninsulated)
Comments:
Project Title: SF22B4 Princeton
Data fi lename: C:\Program Files (x86)\Check\REScheck\SF1 483 Stanford rck
Report date: 03115114
Page 3 of 6
Air Leakage:
tr Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that aresources of air leakage are sealed with caulk, gasketed, weatherstripped or othenvise sealed with an air banier material, suitable film orsolid material.
tr Air banier 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 E2g3 labeled and 2) sealed with a gasket or caulkbetween the housing and the interior wall or ceiling covering.
D Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression ordamage) to at least the level of insulation on the sunounding surfaces. where loose fill insulation exists, a baffle or retainer is installedto maintain insulation application.
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:
D 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 baniers 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 banier.(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 flt around wiring and plumbing, orsprayed/blown insulation extends behind piping and wiring.
(f) comers, headers, narrow framing cavities, and rim joists are insurated.
(g) shower/tub on exterior wall: lnsulation exists between showers/tubs and exterior wall.
Sunrooms:
D sunrooms that are thermally isolated from the building envelope have a maximum fenestration u-factor of 0.50 and the maximumskylight u-factor of 0 75 New windows and doors separating the sunroom from conditioneo Apu"" r""tihe buirding thermar enveroperequirements.
Materials ldentification and Installation:
tr Materials and equipment are installed in accordance with the manufacture/s installation instructions.
tr Materials and equipment are identified so that compliance can be determined.
D 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 ptans or specifications.
Duct lnsulation:
D supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope areinsulated to at least R-6.
Duct Construction and Testing:
Building framing cavities are not used as supply ducts.
All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by meansof tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 1 g1A oruL 1818 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{ype longitudinal joints and seams on ducts operating al less than 2 in. w,g.(500 pa).Duct tightness test has been performed and meets one of the foilowing test criteria:
(1 ) Postconstruction leakage to outdoors test: Less than or equal to 1 34.0 cfm (g cfm per 1 00 ft2 of conditioned floor area).(2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 201 .0 cfm (12cfm per 1 00 ft2 ofconditioned floor area).
(3) Rough-in total leakage test with air handler installed: Less than or equal to 100.5 cfm (6 cfm per 100 ft2 of conditioned floor area).
Project Title: SF22B4 princeton
Report date: 03115t14
Page 4 of 6
tr
tr
tr
Data fi lename: C:\program Files (xg6)\Check\REScheck\SF1 483 Stanford.rck
(4) Rough-in total leakage test without air handler installed: Less than or equal to 62.0 cfm (4 cfm per
Temperature Controls:
1 00 ft2 of conditioned floor area).
tr where the primary heating system is a forced air-furnace, at least one programmable thermostat is insta'ed to control the primaryheating system and has set-points initialized at 70 degree F for the 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:
u 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).
Circulating Service Hot Water Systems:
tr Circulating service hot water pipes are insulated to R_2.
tr
:J::::Tt :iliceiot
water svstems include an automatic or accessibte manuat switch to turn off the circutating 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.
n Poor heaters operating on naturar gas or LpG have an erectronic pirot light.
tr Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation
Where pumps operate within solar_ and/or waste_heat_recovery systems.
tr ffifffTTffi:ff:i:Jli:1cover on or at the water surface. For poots heated over e0 desrees F (32 desrees c) the cover has a
Exceptions:
covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
D A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:(a) Compact fluorescent
(b) T-8 or smaller diameter lifrear fluorescent
(c) 40 lumens per waft for lamp wattage <= 15
(d) 50 tumens per watt for lamp waftage > 15 and <= 40
(e) 60 lumens per waft for lamp wattage > 40
Other Requirements:
! 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 rsabove 40 degrees F (a manual shutoff control is also permitted to satisfy requirement ,c,).
Certificate:
D A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; windowu-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibirityof the circuit directory raber, service disconnect raber or other required rabers. i
NOTES TO FIELD: (Building Department Use Only)
Project Title: SF22B4 princeton
Report date: 03l,l1l'14
Page 5 of 6
Data fi lename: C:\program Files (x86)\Check\REScheck\SF1 4B3 Stanford.rck
Project Title: SF22B4 princeton
Report date: 03115t14
Page 6 of 6
Data firename: c:\program Fires (xg6)\check\REScheck\sF14B3 Stanford.rck
t-* 2009 tECc
lJ_f Efficiency
Geiling / Roof
Wall
Floor / Foundation
Ductwork (unconditioned spaces):
79.00
21.61
0.00
Heating
Cooling
Energy
Certificate
Window
Door
Water Heater:
Name: -
Comments:
Date:
00-00-
o
00-00-gz
// = /---7 -i
N
[--*ltNlI a*'lI oollnFlllE efilISEEI
I Egl
I l-l
lLl
S€le = 1:51.5
SPAC|NG 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC200g/TP12007
DEFL in (toc) t/defl Lld
Vert(LL) -0.39 H-t >856 360Vert(TL) -0.50 H-t >655 240Hoz(TL) 0.08 F nla nlaWind(LL) 0.09 B-t >999 240
LoADING (psQ
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7 -O
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
PLATES
MT2O
GRIP
2201155
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E.Exceot*
W2:2x4 DF Stud/Std
(lb/size) 8=1-556/0-5-8 (min. 0-1-11), F=15s6/0-5-8 (min. 0_1_11)Max Hoz B=-260(LC 3)
Max UpliftB=-349(LC 5), F=-349(LC 6)
Weight:122 lb FT =20%
Sheathed or 4-2-2 oc ourlins.Rigid ceiling directly applied of 10-O-O oc bracino.
MiTek recommenos that Sta@be installed during truss erection, in accordance with Stabilizer
BR.ACING
TOP CHORD
BOT CHORD
lglCES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOP C HORD B-C= -237 4 | 44 1, C _D = _2084 I 47 2, D _E= _2684 | 47 2, E-F = -2g7 4 ! 4 4 1Bor c HORD B)= -37 4 I 1 9 1 4, I J= -1 28r 1 286, J -K= -1 28 t 1 286, u-r= -t ze h zaa, F -H= -256 | 1 9 1 4WEBS D-H=-2021818,E-H=-518/289,D-t=-2011818,C_t=_s18/289
NOTES
1 ) Unbalanced roof live loads have been considered for this destgn.2) w-ind: ASCE 7-05; 90mph; TCDL=4.2psf;-BCDL=4.2psf; h=25ft; cat. tt; Exp c; enctosed; MwFRS (tow-rise) gabte end zone; cantitever. left and right exposed ; Lumber DOL=1.33 ptate grip bOL=1.333) This truss has been designed for a 10.0 psf bottdm chord live load nonconcurrent with any other live loads.4). This truss has been designed for a live load of 20.Opsf on the bottom chord in all ar""" *h"r" a re"tantu 3-6-0 tall by 2-o-0 wide will fitbetween the bottom chord and any other members, with BCDL = Z.Opsf.t)
F:?";3:
mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 tb uptift at joint(s) except (jt=tb) 8=349,
6) This huss is designed in accordance with the 2009 International Residential code sections R502.1 1.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S)Standard
lD:mUBQcBCfaLqjkPmvt FyVmiio 1 wNkkug 1 EEC_ne9ah0j15muzUpAuKzaiCC
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl
Vert(LL) -0.00 Q n/r
Vert(TL) -0.00 Q n/rHoz(TL) 0.01 P n/a
Lid
120
120
nla
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Exceott
ST7:2x4 DF 1 800F 1 .6E
REACTIONS All bearings 28-0-0.
(lb) - Max Horz B=-260(LC 3)
PLATES GRIP
MT20 220t195
Weight: 159 lb FT = 20o/o
BRACING
TOP CHORD Sheathed or 6-0-0 oc Durtins.BoT CHORD Rigid ceiling direcfly applied or 10-0-0 oc bracrng.WEBS 1 Row at midpt t-X
MiTek recommends that Stabilizers anO required crossbe installed during truss erection, in accordance with Stabilizei
Max Uptift Ail uptift.100 tb_or.tessat joint(s) B, y, Z, AA, AB, AC, AD, W, V, U, T, S, R, p
MaxGrav Ailreactions2S0 lbortessat joint(s)B,X,y,Z,nn,ne,AC,nfi,W,V,U,T,S,R,p
FORCES (rb) - Max. comp./Max. Ten. - Ail forces 250 (rb) or ress exceDt when shown.
NOTES
1 ) Unbalanced roof live loads have been considered for this desion.2) wind: ASCE 7-05; 90mph; TCDL=4.2psf; BcDL=4.2psf; h=2?F cat. tt; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL=1 .33 plate grip DOL=1 .333) Truss designed for wind loads in the plane of the truss only. For.studs exposed to wind (normal to the face), see standard IndustryGable End Details as applicabre, or consurt qualified building designer as burnNsrnpirl4)All pfates arc 1.5x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8). This truss has been designed for a live load of 20.Opsf on the bottom chord in all ,reu. ,"h"r" a ,ectantn 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, y, z, AA, AB, Ac,AD, W, V, U, T, S, R, P.
1 0) Beveled plate or shim required to provide fulr bearing surface with truss chord at joint(s) B, p.1 1) This truss is designed in accordance with the 2009 International Residential cooe sections R502.1 1.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
S€le = 1:51.4
6I+
4xO =
SPAC|NG 2-0-o
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) tideft L/d
Vert(LL) -0.38 G-H >867 360Vert(TL) -0.50 c-H >666 240Hotz (TL) 0.08 F nla ntaWind(LL) 0.12 F-c >999 240
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4DF 1800F 1.6E *Exceot,
W2:2x4 DF Stud/Std
PLATES
MT2O
GRIP
220t195
121 lb FT = 20%
BRACING
TOP CHORD
BOT CHORD
Sheathed or 3-1 1-1 1 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracino.
MiTek recommends that Stabiliz.sind requireO cross bracingbe installed during truss erection, in accordance with Stabilizer
REACTfONS (lb/size) B=1 562/0-5-8 (min. O-'t -1 1\, F =1 4i2tMechanicalMax Horz B=220(LC 4)
Max UpliftB=-3s1(LC 5), F=-285(LC 6)
I9IC-!S_ ll!) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOP C HORD B -C= -239 5 | 4 4 5, C-D = _21 05 t 47 6, D- E=_2 i35i490, E-F = _2429 t 460BorcHoRD B-H=-390/1932, H-r=-144t1305,rJ---l44r130s,c-J=-144r130s,F-G=-30411926
WEBS D-G=-2181861,E-G=-SS2\3O2,D-H=-201I818,C_H=_518/289
NOTES
1 ) Unbalanced roof live loads have been considered for this destgn.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=2?lt; Cat. lt; Exp C; enctosed; TVWFRS (tow-rise) gabte end zone; cantitever- left and right exposed ; Lumber DOL=1.33 plate grlp bOL=1.S33) This truss has been designed for a 10.0 psf botto=m chord live load nonconcurrent with any other live loads.4). This lruss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.Opsf.5) Refer to girder(s) for truss to truss connections.t)
F:?"J8:
mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 tb uptift at joint(s) except fit=tb) B=3s1 ,
7) This truss is designed in accordance with the 2009 International Residential code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
S€le = l:41.0
4x6 =
-1U 7-6-1 24
X.Y):
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL 0.0 .
BCDL 7.0
SPACING 2-0-0Plates Increase 1.1S
Lumber Increase 1.15
Rep Stress Incr NO
Code lRC2009/TP12007
csl
TC 0.44
BC 0.49
wB 0.29
(Matrix)
DEFL in (loc) l/defl L/dVert(LL) -0.12 F-H >999 360Vert(TL) -0.25 F-H >999 240
Hoz(TL) 0.07 F nta nla
Wind(LL) 0.07 B-t >999 240
PLATES GRIP
MT20 220t195
Weight: 96 lb FT = 20%
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
BRACING
TOP CHORD
BOT CHORD
Sheathed or 4-4-7 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that and required cross bracingbe installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) B=126-210-5-8 (min. O-1-B), F=1262t0_S_8 (min. 0_1-S)Max Hoz B=_78(LC 6)
Max UptiftB=-314(LC 5), F=-314(LC 6)
I9lG^lt_ ]P) - Max. Comp./Max. Ten. - Ail forces 2S0 (tb) or ress except when shown.TOp C HORD B-C= -2296 I 47 9, C-D=_1 983/443, D_ E=-i 9S3/443, E_F =' _2296 / 47 gBOT C H ORD B -l= -430 I 2O 1 9, H-t= -20 4 / 1 37 S, F -H= -t12t 20 1 9WEBS C-l=-4931227,D-t=-1481649,D-H=-1481649, E-H=_493t227
NOTES
1 ) Unbalanced roof live loads have been considered for this oestgn.2)Wind:ASCE 7-05; 90mph;TCDL=4.2psf; BCDL=4.2psf; h=25ft; cat. tt; Exp c; enctosed; MWFRS (tow-rise) gabte end zone: cantitever- left and rightexposed ; LumberDOL=1.33 plate gripbOt=t.aO
3) This truss has been designed for a 10.0 psf bottdm chord live load nonconcurrent with any other live loads.4). This truss has been designed for a.live load of 20.0psf on the bottom chord in all areas where a rectantte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.t)
Flalf
mechanical connection (by others) of truss to bearing plate capable of withsranding 1 00 tb uptift at joint(s) except (jt=tb) 8=31 4,
6) This truss is designed in accordance with the 20og International Residential code sections R502.,1 1.1 and Rg02..10.2 and referencedstandard ANSUTPI 1.
LOAD CASE(S) Standard
S€le = 1:42.3
4x12 ll
Sp*ial
-6 215-4-6 -6
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code lRC2009/TPt2007
csl
TC 0.29
BC 0.66
wB 0.71
(Matrix)
DEFL in (toc) t/deflVert(LL) -0.14 G-H >999
Vert(TL) -0.23 c-H >999
Horz(TL) 0.07 E n/aWind(LL) 0.08 G-H >999
L/d
360
240
nla
240
PLATES GRIP
MT20 220t195
Weight: 28'l lb FT = 2Ook
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x6 DF SS
2x8 DF SS
2x4 DF Stud/Std *Except*
W1:2x4DF 1800F 1.6E
BRACING
TOP CHORD Sheathed or 5-0-15 oc purlins.
BOT CHORD Rigid ceiling direcfly applied or 10-0_0 oc bractno.
REACTfONS (lb/size) A=6852/0j:s (min. o_3_to), E=7s76t0_5_8 (min. 04_1)Max HorzA=-190(LC 3)Max UptiftA=-17S6(LC 5), E=_1948(LC 6)
I9lC_19^-(P) - Max. Comp./Max. T_en - At! forces 250 (tb) or tess except when shown.TOp CHORD A-B=-1174312999, B-C=-8064/211 2,C:D=-8065t21r2, b-i=-iresg/l0arBor cHoRD 4-r=-2618/10136, H-r=-2618/10136, G-H=-2618i10 l:a, r-e=_ziiiiloiqa, e_r=-zstznoz+awEBS c-c=-1s17t7410, D_G=-3802/.t080; B_c=-3622/10 4s, B_H=_7itB13i:D_;=_Boot3237
NOTES
1 ) 2-ply truss to be connected together wilh 1 Od (0.131,,x3,,) nails as follows:Top chords connected as follows: 2x6 - 2 rows staggered at 0_9_0 oc.Bottom chords connected as follows: 2xg _ 2 rows iiaggered at O_g-0 oc.Webs connected as follows: 2x4 - 1 row at O-g_0 oc. "'
2) All loads are considered equally,applied to all plies, ex€ept jf noted€s front (F).or back (B).face in the LoAD cAsE(s) section. ply to ply^. connections have been provided.to distribute only loads noted as (F) or (B),'unless o6,i^,ii"" indicated.3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; n=ZSi; Cat. il; Exp C; enctosed; MWFRS (tow_rise) gabte end zone; cantitever- left and rightexposed ; LumberDOL=1.33 plate gripbCiL=t.eS5) This. truss has been designed for a 1 0.0 psi bottim'chord live load nonconcurrent with any other live loads.6) . This truss has been designed for a .live load of 20.0psf on the bottom .n"iJ i. lir "l"ll ilnere a recrangre 3-6-0 ta1 by 2-0-0 wide wi, fitbetween the bottom chord and any other members.t)
E:%fi
t*nanical connection (by others) of truss to bearing plate capable of withstanding 100 tb uptift at joint(s) except 0t=tb) A=1756,E=1 948.
8) This huss isjg;J:Ht;i,3ffiEned in accordance with the 2009 lnternational Residenriar code sections Rs02.11.1 and R802.10.2 and referenced
9) Girder canies tie-in span(s): 28-0-0 from 1-5-8 to 21_5_81 0) special hanger(s) or other connection device(s) shall be provided srarting at 1 -5-1 4 from the left end to 1 9-6-4 sufficient to connect
Xi;iJ::]."'
(1 ply 2' 4 DF) to front face of botiom chord. The oesignlseiEction
-ot
suci'speciar connecrion device(s) is rhe responsibitity
LOAD CASE(S) Standard
1 ) Dead + Roof Live (balanced): Lumber Increase=1 .1 5, plate Increase=1.1 5Uniform Loads (plf)
Vert: A-C=-84, C_E=_84, A_t=_14, E_t=_640(F=-626)
Smle = 1:41.0
24-0-0
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL 0.0 -
BCDL 7.0
SPACING 2-0-0Plates Increase 1.15
Lumber Increase '1.15
Rep Stress Incr YES
Code lRC2009/TP12007
csl
TC 0.07
BC 0.02
wB 0.07
(MaAix)
DEFL in (toc) t/defl L/dVert(LL) -0.00 O n/r 120Vert(TL) -0.00 O n/r 120Hoz(TL) 0.00 N n/a nla
PLATES GRIP
MT20 220t195
Weight: 108 lb Ff = 20o/o
LUMBER
TOP CHORD
BOT CHORD
OTHERS
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.BOT CHORD Rigid ceiling direcily applied or 10_0_0 oc bracino.
MiTek recommenos tnat@
be installed during truss erection, in accordance with Stabilizer
REACTIONS Att bearings 24-0-0.
(lb) - Max Hoz B=-78(LC 6)
Max Uptift Ail uptift.100 tb_or tess at joint(s) B, V, W, X, y, Z, T, S, R, e, p, NMax crav Ail reactions 250 tb or tess at joint(s) B, U, V, W, i,'y,'2, f , !, h,'O, p, N
FORCES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (lb) or ress exceptwhen shown.
NOTES
1 ) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TcDL=4.2psj; BcDL=4.2psf; h=25i; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantirever-. left and right exposed ; Lumber DOL= 1 .33 ptate grip bOL=t .S33) Truss designed for wind loads in the plane of thJ tiuss only. For.studs exposed to wind (normal to the face), see standard Industry.. cabte End Derairs as appricabre, or consurt quarified buirding oesign"iai;eiANJrnpir..4) Alf plates arc 1.5x4 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-0-O oc.7) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) - This truss has been designed for a .live load of 20.opsf on th" b.td; ;h;;; i,i"it "r""l,1rn"r. a rectangte 3-6-0 talt by 2-0-0 wide wi, fitbetween the bottom chord and any other members.n)
R:d:f;, fr*nanical
connection (by others) of huss to bearing plare capabte of withsranding 100 tb uptift at joint(s) B, v, w, x, y, z, T, s,
10) Beveled plate or.shim required to provide full bearing surface with truss chord at ioint(s) B.1 1) This truss is designed in accordance with the 2009 l-nternationat n""io"nli"r cooiiliil;" R502.1 1 _ 1 and R802.1 0.2 and referencedstandard ANSI/TP| 1.
LOAD CASE(S) Standard
14-Q30286
| russ
]1SG COMMON STRUCTUML GA
lp$+!e!Ciap!e!e!)
1-0 5-4-6
KUn: /.430 s Jul :
lD:mUBQcBCfal
12 u 1-5-{
5-4-6
3x10 =
7x1O ll
S€le = 1:46.1
LoAolNG (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCOL 7.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
-4,0-1-81,
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std
2x4 DF Stud/Std
-91, [F:0-2
PLATES GRIP
MT20 220t195
134 lb FI = 2oo/o
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc ourlins.Rigid ceiling directly applied or 6-0-0 oc bracino.
*to"t'?,Ti- r# i"?'ilg;rl?-l0-0 except (t=rength) 8=0-5-8' L=0-3-8' L=0-3-8'
Max Uprift Ail uprift.100 rb_or.ressat joinr(s) H except B=-211(Lc 5), J=-274(LC6), F=_123(Lc 6)MaxGrav All reactions250 lborles!atjoint(s)r<,i,H,r-, lexcepi'e=zagiic1),J=10s3(LC1),F=33s(1c10)
I9lC^q9^-(l!) - Max. Comp./Mal Jenj -Alt forces 250 (tb) or tess except when shown.TOP CHORD B-C=-882t 194, C-D=-660t217, D-E=-l 1)30sBOTCHORD B-M=-1711666
WEBS D-J=-802l190,E-J=-4241230,D-M=_156/507,c_M=_4}st21g
NOTES
1) Unbalanced roof live loads have been considered for this design.2)Wind:ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25fr; Cat. il; Exp C; enctosed; MWFRS (tow_rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL=1 .33 plate grip bCiL=t .333) Truss designed for wind loacls in the plane- of thJ tiuss only. For.studs exposed to wind (normal to the face), see standard Industry.. Gable End Detairs 4s appricabre, or consurt quarified buirding designer as ier nrusnpirl4)All plates are '1.5x4 MT20 unless otherwise indicated.5) Gable studs spaced at 2-0-0 oc.
91l},:,:'yj,:j?.^::"^i3:"^,9,i:91",13 ]9:0 q'f ?o!11 chord rive road nonconcurrenr with any other rive roads.');J#:jf,T"H,:"f:f:..j'*"^.j::iJl:,::i:lr.l :i."::l11,el*:i iiJii';L 'jir
"l-,?'##;:,""iffiil 3_6_0 ra, by 2_o-o wide wi, ri,between the bottom chord and any other members, with BCDL = Z.6psf.
'r"v'v q 'se!q'rYrs J-u-u rdlr uv z-u-u wlqe wlll Tll
t)
:j:!'i; Tllanical
connection (bv others) of truss to bearing plate capabte of wfthsranding 100 tb uptift ar joint(s) H except (jr=tb) B=21 1J=274, F=123.
9) This truss isThis truss is designed in accordance with the 2009 International Residential code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
SPAC|NG 2-O_O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TPt2007
DEFL in (toc) t/defl L/dVert(LL) -0.05 B-M >999 360Vert(TL) -0.12 B-M >999 240Horz(TL) 0.01 F nta nlaWind(LL) 0.02 B-M >999 240
S€le = 1:22.5
Plates Increase 1 .15Lumber Increase 1.15
Rep Stress Incr yES
Code lRC2009/TPt2007
DEFL in (toc) t/defl LtdVert(LL) -0.00 | n/r 120Vert(TL) -0.01 | ntr 120Hoz(TL) 0.00 H n/a nla
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
2x4 DF
2x4 DF
2x4 DF
1800F 1.6E
1800F 1.6E
Stud/Std
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiting di;.ecily apptied or
PLATES GRIP
MT20 220t195
Weight: 47 lb FT = 2oo/o
10-0-0 oc bracing.
MiTek recommenos tnat@
be installed during truss erection, in accordance witfr StiOifLer
REACTIONS Att bearings 11-1-0.
(lb) - Max Horz B=-105(LC 3)
Max Uptift Ail uptift 100 tb ortess atjoint(s) B, H, M, N, K, JMax crav Ail reactions 2S0 tb or tess at joint(s) B, H, L, M, N, K, J
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES
1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph;TCDL=4.2psf; BcDL=4.2psf; h=25i; cat. il; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL=1.33 plate grip bdL=t.Sa3) Trussdesignedforwindloadsintheplaneof thdtiussonly. For.studsexposed.towind(normal totheface),seestandardlndustry
.. Gable End Detairs as appricabre, or consurt quarified buirding designer as per ANSr/Tpr 1_4) Af l plates are 1.5x4 MT20 unless otheMise indicated.5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-0-0 oc.
ll li;,:'y,:,"-l?.^H"^l^o:lgl"_9 j.,l? ]-9:0 ?rf ?o19I chord tive toad nonconcurrent wfih any orher tive toads.u) ;Jfl:j'J,T"nf"",*:':f"?r*?' j:: i,t;u; '::i:t^r"g 6'r "" lnJ-o"tt"''ir'"ii'i'" iir ll'l# ffi#i::i#;il 3-6-0 tar bv 2-0-0 wide wi, rirbetween the bottom chord and any other members. w"e'v q rsuqrrgrs J-a-u tdrr uy z-u-u wlol
?li+?",:t;,ffi*::?'":?,:".":'::J?{:L:l'1fl^t'i::"tii:1l9_lllt:"apabre orwirhstandins r00 rb uprinat joint(s) B, H, M, N, K, Jtt) ]g:,jlfi';i!;+3i :o '" accordance with the 200e Inrernarionar Residenriar coae sectioni;#0;.;ill'#i"riiib7.i;.!'ihT;A;';""0standard ANSI/TP| 1.
LOAD CASE(S) Standard
-J
Y
a
Sale = 1:17.2
I9t?lo
Y): [B:0-1-14,0-0-t01, te:0-t-+Jr 1-11
LoADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
SPACING 2-0-0Plates Increase 1..1s
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TPt2007
csl
TC 0.54
BC 0.24
wB 0.00
(Mahix)
DEFL in (toc) t/deft L/dVert(LL) -0.06 B-D >999 360Vert(TL) -0.11 B-D >600 240Hoz(TL) 0.00 nla ntaWind(LL) 0.00 240
PLATES GRIP
MT20 220t195
Weight: 22 lb Ff = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
WEBS
WEDGE
2x4 DF Stud/Std
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc purlins,
Rigid ceiling direcfly applied or
except end verticals'10-0-0 oc bracing.
Left:2x4 DF Stud/Std
REACTIoNS (tb/size) B=391.19-!:s. (min. 0_1_8), D=269/0_1-8 (min. 0_1_B)Max Horz B=127(LC 5)
Max UptiftB=-1 16(LC 5), D=-S6(LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or ress except when shown.
NOTES
1) wind: ASCE 7-05; 90mph; TcDL=4.2psJ;-BcDL=4.2psf; h=25ft; cat. ll; Exp c; enctosed; MwFRS (tow-rise) gable end zone; cantitever- left and right exposed ; Lumber DOL=1.33 ptate grip bOL=t _Se2) This truss has been de€igned for a 10.0 psi uotto'm'cnoro live toad nonconcurrent with any other live loads.3) - This truss has been designed for a .live load of 20.0psf on the bottom .rr"iJ i" ,ir "r""1Jvhere a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.')
fffl'lgg:J|l::t(s)
D considers paiallel to grain value using ANSurPl 1 angle to grain formuta. Buitding designer shoutd verify capacity of
5) Provide mechanical conneclion (by others) of truss to bearing ptate at joint(s) D.t)
E:"r".13:
mechanical connection (bv othersi of trus" to uearing i:tate cairauri i,iwirhsranding 100 tb uptift ar joint(s) D excepr 0r=tb)
4lg;J:Hii$i'3lti:'" accordance with the 2009 Internalional Residentiat code secrions R502.11..1 and R802.10.2 and referenced
LOAD CASE(S) Standard
14-030286
| russ I russ I ype
Monopilch
aty
1
Jo! Egference (optional)un: /.43u s Jul:lD:mUBQcBCbLqjkPm\i Fw'iii6_Fz:i,i'oid D rldiiliSiF'iiiilJj8iii., l"rii.,?L'?:1,,I1.]u1 a2UvKfSl qvrzaicg
S€le = 1:'12.6
',1
4_0_0
Plates Increase 1 .15
Lumber Increase 1.15
Rep Stress Incr yES
Code lRC2009/TPt2007
DEFL in (toc) t/defl LtdVert(LL) -0.01 B-D >999 360Vert(TL) -0.02 B-D >999 240Hoz(TL) 0.00 nla nlaWind(LL) 0.00 B .*" 240
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x4 DF 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF Stud/Std
bearing surface.
PLATES GRIP
MT20 220t195
Weight: 15 lb FT
BRACING
TOP CHORD
BOT CHORD
REACTIONS (tb/size) B=299/|a;a (min. O_1_B), D=165/0_1_8 (min. 0_.t_8)Max Hoz B=92(LC 5)
Max UptiftB=-102(LC 5), D=_50(LC s)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 25O (lb) oless except when shown.
NOTES'l) wind: AscE 7-05; 90mph; TCDL={'2pst BcDL=4.2psf; h=25ft; cat. tt; Exp c; enctosed; MWFR5 (tow+ise) gabte end zone; cantitever_ left and right exposed ; Lumber DOL=1.33 ptate grip bCjL=r.SS
ii+';,:,i;:"li::::i j:'^'9,i"^1j""1:lg:9 q:!q.,l"j'"n*o riu" road nonconcurrent with any orher rive roads.t);J,T:Jl,i^:H_:ff:f#r*"".i:l:,'1""", g:*l'-rj
",r;;il;;-rt#'ln.ii'i'ilir "l"X#J'.#i:'"llin 3-6_0 ta, by 2_0_0 wide wi, rirbetween the bottom chord and any other members.4) Bearing at joint(s) D considers parallel to qrain valugrain value using ANSr/Tpr '1 angre to grain formura. Buirding designer shourd verify capacity of
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.t)
E:%!: mechanical connection (nv ottrersi of truss to ou"ring br"t" cabaote 6t wittrstanding 100 tb uptift at joinr(s) D except (jt=tb)
t)
],HJ:Ht;i,3i;'3ii1 '," accordance with the 2009 International Residentiat code sections R502.11.1 and R802.10.2 and referenced
LOAD CASE(S) Standard
:frga.the_q or 4-0-0 oc purtins, except end verticats.Krgro cetttng direcfly applied or 10_0_0 oc bracino.
S€le = 1:14.4
.J
Yr
SPAC|NG 2-O_O
Plates Increase 1.1s
Lumber Increase 1.15Rep Stress Incr YES
Code lRC2009/TPt2007
DEFL in (toc) t/defl L/dVert(LL) 0.00 C n/r 120Vert(TL) 0.01 D n/r 120Horz(TL) 0.00 nla nla
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4 DF Stud/Stcr
PLATES GRIP
MT20 220t195
Weight: 16 lb FT = 20%
BRACING
TOP CHORD
BOT CHORD
REACTIONS (lb/size) E=281{j-^0-10. (min. 0-1_B), B=27il4_0_0 (min. 0_1-8)Max Hoz B=1 08(LC S)Max UptiftE=-96(LC 5), e=43116 5;
|9!C-ES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shownTOP CHORD C-E=-254t112
NOTESt' Hl',t;fifri l;ll3llll;19?H1 3l"jf^9* ^L.-rf*,11r:1' cat. n; Exp c; encrosed; MwFRS (row+ise) gabre end zone; cantirever-. left and right exposed ; Lumber DOL=1 .33 plate grip bOL=1.eS2) _Truss designed for wind toads in the ptane of thj tiri" -ly. f
^. 9"!1" End Detaits as appticable, or consult qual3) Gable requires continuous bottom chord beaiino
f:I,:t:^d-"_:"!9":{,1o. yind.(normat ro the face), see Standard rndusrryg::iSJ:9,,f"r-yiid toads in the ptane of rhe tiuss onty. For sruds exposed to windtno ueta's as appticabte, or consult qualified building designer as per ANSI/Tpl 1
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been desioned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.t';J,il:il'ff"tffi",':fffit;Tfi:*::
n:*:*;p'i"" ,t'" n"tt"' .n"iJ'i" "ir ",""1*n",.u a recrangre 3-6-0 rail by 2-0-0 wide wiil ril
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 tb uplift ar joint(s) E, B.t)L$.t:H";i$i'3i'i:
"accordancewithinezoogInternationat Residentiat coo"sectionJns02.11.1""diiso).1t2;ndreferenced
LOAD CASE(S) Standard
:f'g?the-q or 4-0-0 oc purtins, except end verticats.Krgro cetttng direcfly applied or 10_0_0 oc bracing.
JUU
14!30286
I russ
J4 i4onopitch 7 '|
+o+'E?r,e+Tel^e4g'!l_r Lq; kpmv r ry*nirzl_E_Vis"srtk;-Fcii,tijiAjiii":ririaTii,6"',",i'i?i^5zatC8
Scale = 1:10.6
N
-lY1 l.pt9
lo
SPAC|NG 2_0-0
Pf ates Increase 1,15
Lumber Increase 1.15
Rep Slress Incr yES
Code lRC2009/TPt200Z
DEFL in (toc) t/deflVert(LL) -0.00 B >999
Vert(TL) -0.00 B-D >999
Hoz(TL) 0.00 ntaWind(LL) 0.00
L/d
JOU
240
nla
240
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x4 DF 1800F 1.6EBOTCHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF Stud/Sto
PLATES GRIP
MT20 220t,t95
Weight: 9 lb FT = 20%
BRACING
TOP CHORD
BOT CHORD
REACTfONS (tbtsize) 8=21210-5_8 (min. 0_1_S), D=60/0_1-s (min. O-1_B)Max HozB=81(LC 5)Max UptiftB=_87(LC 5), D=_14(LC S)
FoRcEs (lb) - Max. comp./Max. Ten. - Ail forces 2s0 (rb) or ress except when shown.
NOTES
]]ftT;fff^:J;33.3lTil;l??b;1:?:jrt?,i"';lfB.jt=25ft; cat r; Exp c; encrosed; MWFRS (row-rise) sabre end zone; cantirever
:]iiliiqiiil':,?:y:j'1"';t": ji:jlffi;ulfrjt;",ruy;:::;'1"t":"mii,s,#lrl,l"",'a,to rhe race), see srandard,ndustry
3) Gable studs spaced at 2-O-O oc.4) This truss has been desioned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.t'};Jtil:i'"?"tfl-t#:f"?t*?#ti;i:
n:*i:',: ;i,Jii," t,'" oottom ctroiJ iriair u,"ul*n",u a recransre 3-6-0 tar by 2-0-0 wide wi, rir
:l ffifS 3i,+:'::(:)
D considers paiallel to grain value using ANSI/TPI 1 angre to srain formura. Buirding desisner shourd veriry capacily or7) Provide mechanical connection (by others) of truss to bearing ptate at joint(s) D.8) Provide mechanical connection. iby ottrersj ot truss i; b;;;;rg prate capabre of withstanding 100 rb uprift at joint(s) B, D.') ],HJ:Hii$fii'f i| " accordince witn irre iood i"tJi#iioi'"r nesio'entiar c;;;;i;;;. R502.11.1 and R8o2.io.2 and rererenced
LOAD CASE(S) Srandard
:ltgqtheg or 2-0-0 oc purtins, except end verticats.Krgrd ceiting direcfly applied or 10-0_0 oc bracing.