HomeMy WebLinkAboutALL DOCS - 14-00213 - 2294 W 900 S - SFRCITY OF Certificate of Occupancy
REXBI'RG Gity of Rexburg
Department of Community Development
35 N. lst E. / Rexburg, |D.83440
Phone (208) 359-3020 / Fax (208) 359-3022
csr ----
Atnerica's Family CommunitY
Building Permit No:
Applicable Addition of Code:
Site Address:
Use and OccupancY:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
14-00213
tRc 2009
2294 West 900
2294 West 900
NiA
No
South
South -SFR
Contractor:
Special Conditions:
Kartchner Homes, Inc.
Occupancy:Residential, one-and two-family = 1,568.00 sq. ft.
Utility, miscellaneous = 509.00 sq.ft.
Unfinished basement (all use group) = 1,553.00 sq' ft.
This Certificate, issued persuant to the requirements of Section 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: 08 I Zl I ZOla
G.o. rssued oy, '
? . Buitding tnspector: rVtl-t,b'
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.
Mechanical Inspector:
Plumbing Inspector:
Electrical Inspector:
Fire Alarm: nla
Fire Dept./Sprinkler: nla I n/a
P&Z/Public Works: nla I n/a
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t:iF fifi: iil':1 Date: 0512312014
ReceiPt #: 1997-:ti* 'il';
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2294 \A/est 900 South -SFR
2294 West 900 South
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i01 - 4500 sq ft
3500 sq. ft.
01 to 3500 sq ft
rter meter
v Fee
2822010
2832213
2832212
2832214
2534620
2035500
3835500
2832220
0735500
3534730
3335500
3434630
2832211
BPD
ELP
MP
PLBPT
\AJ}/ITPRT
FIFDV
PKIFDV
BLPC
PIF
\iAM/CCON
SIF
WCCON
-500.00
325.00
260.00
260.00
317.00
234.OO
888.00
165.24
127.00
1,419.00
1,024.00
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R.WATER
VB-BLDPERM
Streets
Water
Building Permit - VB Anycode material ffiA
MAY 2 3 ?.o14
REXBURG
Please contact the Building Department at
(2OB)37 2-2341 for f u rth er q uestio n s about th is
receiPt
24Hour Notice for insPections
Gall insPection hotline at
(2081372-2344
***Credit card payments are accepted, but are subject to a 3% convenience fee on payment amounts over $500***
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J
nity
Date: 05116t2014
ReceiPt #: 1933
2294 West 900 South -SFR
2294 \A/est 900 South
Permit #: 14-00213
Permit Type: ero-srn
500.00
Please contact the Building Department at
(208)372-2341 lor further questions about this
receipt
$h'{ t' ^l
24 Hour Notice for insPections
Gall inspection hotline at
(2081372-2344
*'*Credit card payments are accepted, but are subject to a3o/o convenience fee on payment amounts over $500*"*
RESIDENTIAL PLAI{ CHECKLIST
Q0A3 International Residential Code)
BuildingPerrnitNumber: /4 Al4 '
,/-Job Address: A &q 4 W q )CS, ;-/ /L
Basement: Yes No/Fin. Unfin. Fixtures:
(Iiote unfinished basements as special condition on permit)
unfinished , 37{ g*uge Mechanical Fee:
The following comments based on the 2003 edition ofthe lnternationat Residentiat Codeshould be resolved
before a building perrnit is issued. This correction list is not a building permit. The approval of plans and
specificatiols deesnot permit the violation ofany section ofthe lntemational Residential Code or anyfederal,
state or local regulations.
PLAN CIIECK
Date:
Project: 5f R i{-*rrfJ:^*^r
zornns': #'U(k^ber of Stories:" --7-
id4z
Floor Area 1sj: 'W/# rr^shed, -
A. Plans
-12To Scale
*/ PlotPlart
/Legible
/t-/Floor / Foundation Plan
. //-
,z/ Sectionshowing construction details
.r'L,''All Building Elevations
tztDesign Criteria (shall be identified on plans as
,4"Calculation Sheets &Floor Joist Details
Y /N Flood Plain
V/ind - 85m.p.h., Snow.35 lb. Per sq ft.)
-/.
4teghailcal Design-/
r' Energy Calculations (R320 & Ch 11)
B. Zoning(circle one - new zoning designations adopted in 2005)
LDR1 12,000 sf min. (width 80 ft. min)
@ 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft. min. with C.U.P.
RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.P,
Other (Verify zoning requirements)
c. fise.z Single Farnily -Duplex (LDRI only - Conditional use perrnit?)
D. let Backs (taken from eaves)
v'Front set back (32 ft. from curb) Note: 60% mn of front yard green
-'Rear set back (LDRI 25 ft. &LDR2 20 ft.)
ltSia"t set backs (6" for every ft. of building height with LDR - /.J'min., & LDR1 - 6'min.)
r/Bwldln;g-Height (maximum 30 ft.)
E. Footings
lfiroper Size (as per Table 403.1,use 1500 psf unless soil type is knoram, Table 401.4.1for soil bearing)
vfi"a* (244 conttnuous)
-?footngDepth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab - interior)
F. $undationtlFotmdatton walls w/rebar (city ordinance)
Zr",Anchor Bolts with 2"x2"x3116\square washers (incl. interior bearing walls) R403.1.6.1 : :
t/Foundation Drainage (foundations on sift soil shall be designed per R405)
-tiffirproofingAMaterproofing to finish grade. R406.1 (fod. extends 6" min above grade R4O4.1.6)
24" ffin. R408.3 (may differ if mech appliance is rn crawf space M1305.1.4)
ion:1 sf vent per 150 sf. (.with moisture barrier I sf. per 1500 sq. ft.) and
yithin 3'of each corner (insulate walls vent to inside of home) R408.2
,,/Gradng slope away from house. R401.3
G. $ame
r,/Seismic Hold Downs and Braced Wall Panels (R602.10)
,/y' Floom joists sized as per R502.3, Wood I-joists sized per manufr.
t/Joists Under Load Bearing Partitions shall be doubled. R502.4
,rfiU"r"sized per R502.5 or per manufr. Tables for engineered products
,/
_ypantrlevers (comply with R502.3.3 or manufr instruction)
"t"'u/Floor sheathing (3/4" min forjoi sts24,, oc & 5/g,,forjoists 16,, oc) R503.2.2,/
rlvalftearing and nonbeuring) stud sizes, height & spacingper Table 6a2.3(5)R602.3
,r'/Head'ersin Bearing wall shall be designed as per Tabres 502.5(r&z)F(602.7
/'
u/Roaf Trusses (designed according to R802.10.1) 35 # snow and 90 mph winds (Local condifions)-./'
yrRaft.er and Truss tie-downs. (Rg02.10.5)
',"
Atti"Access 22,' x30" min. opening (Rg07)
H. pxtenor Covering
-{Nrasow and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703-g.l
f. Rggf Covering and Ventilation
yloof Yentilarion as per Rg06
/'y'Asphalt Shingles (slop*2:i 2)wl iceprotection. (Other rype: _to comply w/R9OS{
J. @walls
-uzparagetffiouse drywall separation (protect eit. walls & beams supporting habitable space) R309.2-.'
r v ,IraDt['aDle SPaCe) .h
nfioo'frorr Garage to House (l318' solid wood or steel door, or 20 min. flre-rated door) R3o9.l
i{+ro-Fwlfu Dwelling Separation (1 hrfre separation) Supporting struch'e also rated. R317.1
--?wtn-hornes & Townhouses (2 hr separati on & 4'overlurn protection or parapet) R317.2
----iene"hr-waxsparallel to and within 3 ft ofproperry rine */No openings. R302
-5Pene+ratious-in previous 3 items to compry with R3r7.3
K. pereral Requirements
y'House Numbers R32l
-a^uzHalf openable 3sf window or Mech- ventilation in bathrooms, water closets, and similar rooms. R303.3
-t'--
illumination shall comply with R303.6.
t/'i/Bathroom Fixture crearances comply with Figure R307.2
at'
nfro"room at least 120 sf.; -other habitablerooms 70 sf. min w a min. dimension of 7 ft.-R304*areos w/ sloped ceilings less than 5 fi in heighrt afi.yred ceilings ii, tno, T fi Do NoT comply*50% or more of the required area must be at teost 7ft high n rTo*, -t sloped ceiling
a"
l/Egress clearance from windowwells under cantilevered floors. R310.2
,/Ctuaos.at Hazardous Locations R308-,/
nE^"rg"ncyEgress in all sleeping rooms and basements with habitable space R310
./^L/One required Exit Door shall comply with R311,4
-/-
_ u{andngs at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3
.a-t //-'/^ .-{- -----,n'dif<ll istair Width (36'min),--.:-
(34"to 38" above star nosinosing)(R311.O
and winder stairways and bul}*read enclosures R311.5.8
- "-drwalProtection (enclosed accessible space under stairs shall be covered with l/2'drywall) R311.22
-/'
l#*arails complying with R312
u/Smoke Alarrns @droom and common area and one on each level) (R 313)
L. Enerry
/
4lomes with glazin g < l5Yo of gross area of ext. walls (Townhous es < 25Yo) to comply w/ Chapter 1 1 .
*Otherwise shall meet requirements of IECCfor respective building type.Nll0l.2
./
_4!apor retarder on warm in winter side of walls, ceiling and floors R318
-t'
_sfi,later Heater heat traps IECC 504.7
,r$uctsealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.33.4.3
,'
^rzftansmatch quantities & values on a "passing" REscheck compliance report
M. Mechanical
,/'
l/C*appliances not in bedrooms, batlrooms, toilet rooms, or storage closets G24062
,/
_yloom access 24 minwidth/Attic access clear opening 20x30AJnder floor r.o.22x30. M13O5
14_00213
2294 West 900 South - SFR
Office Copy
York Engineering Inc.
Structural Calculations
SF8B7
Summerfi eld Subdivision
Block 7 Lot 8
2294 West 900 South
Rexburg Idaho 83440 ,
Prepared For:
IKIQARTCHNER
HOMES
Kartchner Homes
601 W. 1700 S. Bldg B
Logan Utah8432l
43s.75s.9530
rN0Mr[N
9737
15-2A
May 15,2014
Structural Calculations
For: Kartchner Homes
Plan #: SF8B7
Location: 2294West900 South Rexburg Idaho
From: York Engineering Inc.
2329 W. Spring Hollow Rd.
Morgan, Utah 84050 (S0l) S76_3501
Design Criteria 2012 IRC:
RoofLoad;
Roof Live Load (pSF) 40
Dead Load (PSF) 15
Floor Load;
Live Load (pSF)
Dead Load (PSF)
Seismic Zone:
Wind Speed:115 mph ult. (90 mph basic) Exposure C or
130 mph ult. (100 mph basic) Exposure B
May 15,2014
40
l0
D
Material Properties & Assumptions
Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab)concrete Reinforcement: ASTM 4615 Grad" 6o *,Grade 40site Conditions: Dry & Stable granular based, 1500 PSF Bearing Capacity,Granular BasedBackfill (KH:35 pcf,slop" rroito exceed 20yo,setback from slopes is minimum of 25,Dimensional Lumber: Hem or Doug Fir #2 & BTR
Steel: ASTM ,{36 '
Use Simpson straps and tie downs, and meet nailing, reinforcement and other structuralrequirements as noted on the drawing and within thi pug". of this document. These structuralcalculations are based on conditions and assumptions tistea above. If the conditions listed hereinare not met or are different it shall be brought to the attention of the engineer. Roof Truss andbeam system to be engineered by the supplier. This engineering assumes that the building site isdry and stable, a high water table or adverse soils such
-as
plastic clays, fills etc. could cause
lture flooding, settlement, site instability, or other adverse conditions. Verification of andliability for the soil bearing pressure, site stability, and all other site conditions, including siteengineering as required, is the responsibility of others. These calculations and "ngin""ring are for
1E ry* building structure only and do not provide any engineering analysis of or"liability/warranty for the non-structural portions ortne buiiding, oithe site itself. yorkEngineering Inc. does not assume the role of "Registered Design professional in ResponsibleCharge" on this projegt. The purpose of these calculations and-engineering is to help reducestructural damage and loss of life due to seismic activity and./or trigh winJconditions. Thecontractor shall verift all conditions, dimensions and structural Oetaits of the drawing.All exterior walls shall be sheathed withT/16" APA rated structural wood panel. Block all
horizontal edges 1 Yz" nominal or wider. Sheathing shall extend continuous from floor to topplate and be nailed at least 4" o.C. along sill plate.-Nails shall be placed not less than /2,, fromedge of panel and driven flush but shall not fracture the surface of the sheathing. Extendsheathing over gable end to wall joints & over rim joist between floors and nail to rim and wallplates 6" O.C.
The following general requirements shall be followed during construction:l ' contractor to verift all dimensions, spans, & conditions and notiff engineer of any errors,omissions, or discrepancies prior to construction.
2. Use Simpson A35 ties each cantilevered joist to sill or top prate.3' use simpson Hl,rf2.s or equiv. ties each end of each truss.4' use l/2" x 10" J bolts 32" o.c. all foundation walls up to t'. use 5/g,,bolts with all walls over8'high. Use 3" x 3" x l/4" washers
5' If discrepancies are found, the more stringent specification shall be followed.
9. All multiple beams and headers to be naiild using r6d t*o ro*, 12" o.c.7 ' contractor shall assure that all materials ur" ur.dp". rnunuru"tures recommendations.
l' Y'" engineering and liability shall be provided bythe owner/builder as required.9' Connect beams & headers over 6 ft., to trimmers with appropriate connectorsftrangers.l0' contractor shall assure that footings are properly drained and that soil is dry and that footingsrest on undisturbed native soil and that buildinghorizontal clearance from footings to adjacentslopes be a minimum of 25 feet and that the intent of IRC section R403 .l .7 .zis met. If set backrequirements of R403.1 .7.2 cannotbe metthen contact .ngi*.. for further design requirements.l0' The contractor shall conform to all building codes anolractices as per ttre zSoq Rc.I l. Use balloon framing method when connect-ing floors in'.ftit lever d'esigil.-
-
12' Nail all shear walls to floor joist using 2: l6dl6" o.c. aid additional floor joist as reqd.13. Provide joist and rafter hange* ur p"i manufacturers' specifications.14' Foundation steps shall not exceed 4 feet or % thehorizontal distance between steps. Horz.re-bar shall be 12' o.c.through step downs and extend 4g,,either side of step15'If garage return walls are less than 32" wide then extend headers across retum walls with 2king studs on either end- exiending from the top of the h"uJ"iio the bottom plate or install (2)MST 36 straps each end of headei extend across wing walls.16. use a minimum of 2-9 yz" LyLs for all headers
""".rvi"g girder loads.17. Use I l/8" wide timberstrand or equiv. for ail ,im joist " "
18. Provide solid blocking through structure down to iooting for all load paths.l9' Builder shall follow all recommendations f."y* inall afiicable Geoiechnical reporrs.20' Stacking of trwo sill plates is permitted with 5/8" r-bolts through both plates. Stacking morethan two plates is not permitted without special engineering
Plan: Livingston Model
Date: 5t12t2014
Location: Block 7, Lot g, Summerfield Subd.
Clear Cover Thickness (in)
Foundation
Height above grade (ft)
Height Above Grade (in)
WallThickness (ft)
Thickness (in)
Weight (kips/tft)
Footing Specs
width (ft)
Width (in)
Height (ft)
Height (in)
Weight (kips/tft)
Area per lft
Soil Specs
Density (pcf)
Soil Pressure (psf)
Weight (kips/tft)
Building Loads
Roof span
Roof (kips/tft)
Wall Height (ft)
WallLoad (kips/tft)
Floor span
Floor Loads (kips/tft)
Total(kips.tft)
Calculations
Footing Calculations
Concrete Specs
Density (pcf)
Shength (psi)
Required Footing Width (in)
Required Footing Depth (in)
back front left right interior
150 150 150 150 1502500 2500 2500 2500 2500
33333
0.67 0.67 0.67 0.67 0.0888881
0.67 0.67 0.67 0.67 0.6788888
0.07 0.07 o.o7 o.o7 0.01
1.67 1.67 1.67 1.67 1.3320 20 20 20 16
0.83 0.83 0.83 0.83 0.8310 10 10 10 10
0.21 0.21 0.21 0.21 0.171.67 1.67 1.67 1.67 1.33
125 125 125 125 1251500 1500 1500 1500 15000.04 0.04 o.o4 0.04 0.00
4040555
1.10 1.10 0.14 0.14 0.1488888
0.16 0.16 0.16 0.16 0.1200000
0.00 0.00 0.00 o.0o 0.001.26 1.26 0.30 o.3o 0.26
]o!3! welOnt on Soit (kips) 1.s4 1.s4Soil Load (ksf) O.g2 Ai.sz
2g
10
o.57
0.34
o.57 0.43
0.34 0.32
ltt
10
21)
10
20
10
21)
10
rlan: Livingston Model
Dale: 5t12t2014
Location: Block 7, Lot g, Summerfield Subd.Seismic CalculationsLoading Summary
Floor Dead Load (psf) 10Ffoor Live Load(psf) 40Walls (ExtXpsD 20 Roof Ll(psf) 40walls-(lnt)(psf) 10 noot oii-psO lsRoofDead Load(psf) 15Roof Slope 6 n2Exterior combination
Snow Load Reduction
Slope
Snow
Pitch over 20
Rs
Reduction
L.L.- Reduction
Total Load
Roof
Seismic paramaters
26.56 V=Cs1/U/1.4
40.00 Fa= 1
ft=
Ss=
Sms=
40.00 Sds=
55.00 Cs= 0.218
Adj. Factor 1.4
Cs= 0.1556
6.5 table 1617.6
1.772'1.77 eq.'t6-16
1.18 eq 16-18
pereq.16-49
Floor 2
Floor 1
Floor 1 Lateral ForceFloor 2 Lateral ForceRoot Lateral ForceTotal selsmic Mass =Total Lateral Force =
seasmtc Force Distribufi on
RoofFtoor 1
Ftoor z
V/sum(Wt.Ht) =
E asemenl Jneer wailTotal Load (kips)nght stde
lett stcteront
Dack
Ftoor't Sneer watlTotal Load (kios)nght stdeleft stdetront
oacK
raoor z Sneer watlTotal Load (kips)flgnt stdelefi stctetront
back
Length W(psD
52 23
u(.)
9ta2UE336
9taz
widrh w(b)
46 55016
7840
628s6
9782widrh w0b)
460
7840
0
0width w(b)
46 15680
9800
25480
3965
W(x)H(x)896
Lb/fi
1 196roof wall
Total Mass Tributary to Roof Levels =Shear (V)(lbs) Roof Levels =
Length W(psD lbtft52 10 520wall height 0
Total Mass Tributary to Floor 2=Shear (V)(tbs) Flooi Levels =
Lengrh W(psD tb/ft
.. 52 10 520wall height 8
Total Mass Tributary to Floor 1=Shear (V)(lbs) Floor Levels =
H(x)'t4.3
1.O
0.0
Totals0.u1092
r-(rotat)
9.84.9
4.94.9
4.9
F(totat)
9.84.9
4.9
4.9
4.9
r-(rotat)
9.84.9
4.94.9
4.9
W(x) kip
63
U
U
63Total shear (tbs) =
Length
Vo Force Totat Sheer t100.00% 9.7819298U.UUYy V./61929sU.00Yo 9./E1929619t62
Shear Wa[ Load (DlflNot Appttcabte
Not Appttcabte
Not AppttcabteNot Apptrcabte
Shear Wall Loacl (Dlnzu4
111
3U6196
Shear Wail Load (DnNot AppltcabteNot ApptlcabteNot AppttcabteNol Appttcabte
U
U
896
10
10
10
10
Length
24
44
16
z5
Length
10
10
10
10
plan: Livingston Model
DaG: &12t2O11
Lo€tion: Block 7, Lot B, Sumrerfield Subd.
lil-'11 .|o...ot1e_9" t9utations Gi ng Ma in wrn'o1or*_n""i"iin; ;;;;;ilwr*rlLongitudiml Dlrecfion
Wlnd D€ign e@fiicients
P=wind load*exp coeff lwP=Design Pressub
Horizontal Wind Load From Figure 28.6_1Wall Load (psD=
end zone (A)
interiorzone (C)
Roof Loed (psD=
end zone (B)
interiorzone (D)
Vertiel Vvind Load from figure 28.6_1Roof Load (psD=
end zone windward (E)
end zone leeward (F)
interior zone windwerd (G)
interior zone le*ard (H)
-11.7
-15.9
-12.8
Exposure Coefficient Irom figure 28.6_1Apply Loed ombination factor (ASCE 7lO 2.4.1
26.3
lo r
4.2
4.3
Wihd Speed =
Exposu,e
R<nf Sbpe =
RdAngle (deg)=
Pryind load,exp @efrlw
hodzontal wsll interior
horizontal wall end zone
horizontal rcof interior
horizontal roof end zone
verti€l end zone windward
vertiel end zone leeward
vertic€l interior zone windwerdverli€l interior zone leewad
.4'Hmean
.1*base
End Zone Widlh (ft)
Interior Zone Width (fr)
Gable R@t Ld
't.21
0.6
Wldth Height Wtnd LoadEnd 4.6 1.0 19.09f nterior 36.8 1.00 B.A7
Sum =
115 RoofHeight 1O.SOe Mean rcot Heg
Truss Span ,t2
Wind Load e 0.66 t1226.56 Sine = 0.4472
Minimum pressure
Adjusted
13.87 13.87
19.09 19.09
3.12 10.00
3.05 1O.OO-8.49 o.0o-11.54 0.004.'t7 o.0o-9.29 o.0o
5.7
4.6
^19 2nd storyEnd Zone Width (ft) 4.636.8 2nd Storytnterior zon" wjrij ttl 36.;
lvt-drh lreighr wind Ld Fo.e (tb3lEno 4.6 2.2 19.09 194fnterior 36.8 4.'tS 1g.A7 3242Sum = 3435.73
Area
End 483
lnterior 47.84
Wlnd Led For@ (tb6)10.00 483010.00 478
Totat 5308
Hip R@t Ld
Wall L@d
Vertl€l Fore
2nd StorFor@(lbrftl Fore0b/176 175.665'10 S1O.2S685.954 685.95
Fbor 2 Dtaphragm Sh@r
Total Shear (tbs)
Front Walt LengthBack Wall Length
Fl@r 1 Oiaphragm Sher
Toial Shear (tbs)
Front Well Length
Becl Wall Length
@ment Oiaphragm SherTotal Shear(lbs)
Front Wall Length
Back Wall Length
Critlc.l Wall Length (ft}:
Frcnt Wall Dead Load (pl0=
Fmnt Wall Criti€t Length (fr)=
Back Wsll Dead Load (Dn=Aacr Wal Criliet Lengitr ity=
Wtd0lend zone windward sleeward 5interiorzonewindilard 37
teilard 37
11482
10
10
length Wtndld Forellb6l23.70 FALSE 023.70 FALSE O23.70 FALSE 023.70 FALSE 0
Sheer W.lt Loads (pl0
Not Appliebte
Not Appticbte
ShearWall L@ds (ptf)
337
216
Shear Walt Loads (ptf)
Not Appli€ble
Not Appli€bte
Total 12939
Iotat (ptD 66
5308't0
10
1 0796
16
0-46
-29
plan: Liylngston Model
Date:5t12t2014
Location: Btock Z, Lot O, Summerrield Subd,
H;t"fl111j:hliations usrns Marn windf#"'R;;r;;;v;d (MwFRs)
lMnd Oesign Coefficients
Pryind load.exp coefflw
P=Design Pressure
Horizontal Vvind Load From Figure 28.6_iWall Load (psO=
end zone (A)
interior zone (C)
Roof Load (psO=
end zone (B)
interior zone (D)
Vertical VMnd Load from tigure 28.6_1Roof Load (psf)=
end zone winchvard (E) -11.7
end zone leeward (F) -tS.S
interior zone windward (G) €.5interior zone leeward (H) -12.g
Exposure Coefficjent from figure 28.&.1Apply Load @mbination faclor (ASCE 7_10 2.4.1
Wind Sped =
ErposuE
Root Slope =
RoofAngb (deg)=
Pryind load*exp coeff|w
horizontal wall interior
horizontal wall end zone
horizontal roof interior
horizontal roof end zone
vertical end zone windward
verlical end zone leewardverti€l interior zone windwardverti€l interior zone leeward
End Zone VMdth (ft)Interior Zone Width (fr)
Gable Root L@d
Hip Root Loed
Wall L@d
Veiliel Fo@
26.3
19.1
4.3
1.21
0.6
Widrh Heighrtrno 4.6 2.2f nterior 42.A 4ls
1t5 Roof Height 10.5u Wafl Height 9
Truss Span 42
6 112
26.56 Sine=O.4422
Minimum pressure
Adjusted
13.87 fi.8719.09 19.09
3-'t2 1O.OO3.05 1o.oo
€.49 o.oo-11.54 0.oo€.17 o.0o-9.29 o.oo
,:2 2nd storyEnd Zone Widrh (fl)qz.6 2nd Storylnterior Zone W&i tftt 4.6
42.8
End
Interior
End
Interior
Area
546
widrh
4.6
42.8
widrh
43
43
10.00 5460
10.00 556
Totat 6016
fjnfnto"o to*' uoo
'13.87 3771Sum = 3964.304
Wind Lo.d Force (lb.l
13.87 593
Sum = 769.1534
HifsLJ.d Forc.{rb6}
FALSE O
FALSE OFALSE O
2nd Story
175.66296
593.49048
769.15344
Height'1.0
1.00
bngrh
55.20
55.20
55.20
55.20
Floo.2 Di.phmgm Sh€er
Total Shear(tbs)Left Wail Length
Right Wail Length
Floo. I Oi.phEgm SheerTotal Shear (tbs)
Left Wall Length
Right Wall Length
bsament DiaphEgm Shaa,Total Shear (tbs)
Left Wall LengthRight wail Length
Crltlcal Wall Length (ft)=
Lefr Wall Dead Load (Dtfl=
Left Wall Criticat Lendin rnt=Right wafl Dead Loa; (DiDlRighr Wail Crtrict Lenjitr itty=
end zone windward
teewardinterior zone windward
leeward
6016'10
10
12'170
44
24
Shear Wa[ Loads (pto
Not Appticabte
Not Appli€bte
Shear Watt Loads (ptf)
138
254
Shear Wa[ Loads (pt0
Not Appli€ble
Not Applicable
Totaf 1,t492Totar (dD 46
12939
10
10
0-27
0-50
Plan: Livingston Model
Date:5t12t2014
Location: Block 7, Lot g, Summerfield Subd.
RB-1 RB-2 RB-3Grade
Load Parameters
Floor Live Load(psf)
Floor Total Load(psf)
Floor 1 Span(ft)
Total Floor Load(ptf)
WallHeight (ft)
WallWeight (psf)
WallLoad(ptf)
Roof LL (psf)
Total Roof Load(psf)
Roof Span(ft)
Total Roof Load(ptf)
Beam Weight (ptf)
Live Load (ptf)
TotalLoad (ptf)
Reactions & Moment
Duration Increase
Beam Span(ft)
Reaction 1 (tb)
Reaction 2 (tb)
Max Moment FtLb
Max Shear Lb
Determine Beam Size
Depth Estimate (in)
Width Estimate (in)
Cv=
Cf=
Area =
Momemt of lnertia | =
Maximum Bend Stress =
Allowable bend Stress
Allowable Moment
Factor Of Safety =
Allowable Sheer Stress
Max Shear Cap (lbs) =
Factor Of Safety =
Bearing Required =
E (psi)
Deflection LL (in)
Lload Def. Limit U
Allowable Deftection (in)
LL Deflection F/S
Deflection TL (in)
Tload Def. Limit U
Allowable Deflection (in)
TL Deflection F/S
Selection
LVL Sawn Sawn
0
8
20
r60
40
55
4
110
12.1
80
282
193
5.6
140
198
0
0
20
0
40
55
40
1 100
12.1
800
1112
1
{0
5560
5560
13901
5560
40
50
0
0
0
20
0
40
50
0
40
50
0
0
0
20
0
40
55
2
55
5.6
40
61
40
50
0
0
0
20
0
40
55
7
40
50
0
RB4
LVL
RB-S ;
Sawn
RB€
Sawn
40
50
0
0
0
20
0
40
55
40
1100
5.6
800
1106
1
4
2211
2211
2211
2211
9.25
3.00
RB-11
LVL
40
50
0
0
0
20
0
40
55
40
1100
9.6
800
1110
1
5
2774
2774
3468
2774
2256 693
2256 693
9026 1213
2256 693
1
6
182
182
272
182
9.25
3.00
1.00
1.10
27.75
198
76
935
3333
12.23
165
3053
16.80
0.15
1300000
0.00
360
0.20
44.11
40
55
40
1 100
5.6
800
1 106
1
3
1658
1658
1244 r
1658
9.25
3.00
1.00
1.10
27.75
198
349
935
3333
2.68
165
3053
1.84
1.36
1300000
0.01
360
0.10
17.64
1
7
1
{6
11.88
3.50
1.00
1.00
41.58
489
1316
2604
17862
1.98
285
7900
3.50
0.86
2000000
0.12
360
0.53
4.42
0.43
240
0.8
1.88
LVL
2: 11 718"
9.25
3.00
1.00
1.10
27.75
198
340
935
3333
2.75
165
3053
4.40
0.57
1300000
0.03
360
0.23
7.94
11.88
3.50
1.00
1.00
41.58
489
2026
2604
17862
1.28
285
7900
1.42
2.12
2000000
0.18
360
0.33
1.81
0.26
240
0.5
1.95
LVL
2: 11 718"
1.00
1.10
27.75.198
620
935
3333
1.51
165
3053
1.38
1.82
1300000
0.02
360
0.13
7.4
1.00
1.00
33.25
250
790
2684
11775
3.40
285
6318
2.28
1.06
2000000
0.02
360
0.17
7.41
9.50
3.50
0.04 0.01
240 240
0.35 0.3
8.41 43.70
Sawn Sawn
2:2x10 2:2x10
0.01 o.o2 0.03
240 240 240
0.15 0.2 0.2519.15 8.08 8.Ol
SAwn Sawn LVL
2:2x 10 2:2x 10 2:9 %,,
plan :
Date:
Location
Micro-Lam Beam
Unifonn Loads
Uniform Floor Span (ft)
Total Uniform Floor Load (ptD
Wall Height (ft)
Wall Weight (psD
Wall Load (plf)
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 (tb)
2 Point Dead Load (tb)
Partialy Uniform Loads
Uniform Span (ft)
Live Load (ptO
Dead Load (plf)
Distance of left side (ft)
Distance of right side (ft)
2 Uniform Span (ft)
2 Live Load (plO
2 Dead Load (pt0
2 Distance of left side (ft)
2 Distance of right side (ft)
Tapered Load
Tapered load left (ptD
Tapered load right (ptf)
Left Distance (ft)
Right Distance (ft)
Beam Weight (plf)
Reactions & Moment
Duration lncrease
Beam Span(ft)
Left Reaction (lb)
Right Reaction (tb)
Max Moment FtLb
Max Mom dist from Left
Max Shear Lb
Max Shear Stress (psi)
Determine Size
Depth Estimate (in)
Width Estimate (in)
Cross Area (in^2)
Max Moment 100% =
Momemt of Inertia | =
Factor Of Safety =
Max Shear 100olo =
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
Livingston Model
5t1i,2014
Block 7, Lot 8, Summerfield Subd.
Rb-7
0
0
0
20
0
2
55
4
660
165
7
0
0
0
0
0
1
6
0
0
0
I
10
0
0
6
I
9.64
1
5
326.6
821.6
788.0
4.O
821.6
24.7
9.50
3.5
33.25
1 1406.60
250.07
14.4
37.06
7.69
0.43
3.64
52.65
14.48
1 900000
0.00
o.17
34.18
0.01
0.25
38.21
2:9 112"
LVL
S€le = 1:64.6
Plates Increase 1.1S
Lumber Increase 1.15
Rep Stress Incr yES
Code lRC2009/Tp12007
DEFL in (toc) t/defl Ltdvert(Ll) -0.35 L-M >999 360Vert(TL) -0.50 L-M >792 240Hoz(TL) 0.10 J nla nlaWind(LL) 0.09 B-M >999 j z4O
LoADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
PLATES
MT20
GRIP
220t195
Weight:187 lb FT =20%LUMBER
TOP CHORD 2x4 DF 1800F 1.6EBOT CHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF 1800F 1.6E.Except-W4,WS:2x4 DF Stud/Std
Sheathed or 3-7-7 oc purlins.
Rigid ceiling direcfly applied or 6_0_0 oc bracino.I Kow at mtdpt D_L, F-L
BRACING
TOP CHORD
BOT CHORD
WEBS
REACTIONS (tb/size) B=1801/0_5-? (min. 0_1-15), J=2503/0_3-8 (min. 0_2-11)Max Hoz 8=_141 (LC 6)Max UptiftB=-414(LC 5), J=_675(LC 6)
FORCES (lb) - Max. Como./Max. Ten. ^_All forces 250 (lb) or less except when shown.Top c H o RD B _fi =_3lB?Jg?. c _o = _zt i il sii,-iE! t7 ia n n, E _F =, _ 1 7 16 i re,l -C, =. t zzt r zsg,
Bor cHoRD B-M=-600/2709, M-N=-37012086, N-o=-370l2086, L-o,=-370l2086, L-p=_155/1388,p-a=-1ss/1 388,]K.e=_1ss/1 388, J_K =-zitiiso, H_J=_6osl+zo ---, - .' vi*EBS
3:Y:{?r1,ii;D-M=-1107646, ii--L=-s;7;1, E-L=-rogra's'sli- K=_e141268, G_K=-227t1s20,
NOTES
1l yl!3lT::d_rgof tive toads have been considered for rhisz i w i' J, nd c e i-o d;'rlffi;; i8HL5'rdT 331"J.$i;1"n1"'' n''r"tt""a,ighri;;#';'il;;",DoL=1.33otateorinnor
-25ft; cat ll; Expc; enclosed; MWFRS(low-rise)gabteendzone;^. l:1 "la risht exposed : Lu.u";. ool=i.a'311-f1g.s;;bti:1.333) This truss has been designed for a 10.0 p"i botdr'"h-J rir" ,,s/ r I rrD u uss I rdu eeen oesloneo ror a 10'0 psf bottom chord live load nonconcunent with any other live loads.o) ^lHj'ji:n:"j-1[e-10110 t9r a.ri";1il-Jl0.il]i""" tn" bottom chord in ar areas wnere e tar,^n^ta3::y::"jgp:I:11 :p!_?:g any otner memoe-rJ, ,in-ri e'ioi:?'li;i areas where a rectangle 3-6-0 tall by 2_0_0 wide will fit
:l ij8#:
mechanical connection tuv "tn"r"l "ilir". ti'ilt"ri""n or"i;TJoabre of wirhstanding 100 tb uprift at joint(s) excepr ut=rb) B=414,
cantilever
J=675.
6) This truss is
JtHaH";isffiFned in accordance with the 2009 International Residentiat code secrions R502.11.1 and R802.10.2 and referenced
LOAD CASE(S) Standard
Scale = 1:64.8
T-,lb
AL AKAJAI AH AG AF AE AD AC AB AA Z\ X W V3x6 - Sx6 - 3x6 _
AM
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/deft UdVert(LL) -0.00 A n/r 120Vert(TL) 0.00 A n/r 120Hoz(TL) 0.01 U n/a nta
LOADING (psf)
TCLL 35"0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
REACTIONS
(tb) -
PLATES GRIP
MT20 220t195
Weight: 235 b Ff = 20%
2x4 DF 1800F 1.6E
2x4 DF 1800F 1.6E
2x4 DF Stud/Std *Except*
ST9,ST8,ST7: 2x4 DF 1800F 1.6E
All bearings 38-9-0.
Max HozB=153(LC 5)
BRACING
TOP CHORD Sheathed or 6-0-0 oc ourlins.BO-T CHORD Rigid ceiling direcfly applied or 10_0_0 oc bracingWEBS 1 Row at midpt K-AE, J_AF. L_AD
MiTek recommends that Stabilizers End required cros- bracingbe installed during truss erection, in accordance with Stabilizer
Max Uptift Ail ul.lift.t00_tbor tels-at joint(s)AF, AG, AH, At, AK, AL, AM, AD, AC, AB, AA, y, X, W, B exceptAN=-106(LC 5), V=-126(LC 6)MaxGrav A,reacrions.250^tb^ortellatjoinr(") .Ur4F'.{F,AG,AH,At,AK,AL,AM,AD,AC,AB,AA,y,X,WexceprAN=31g(LC 9), B=257(LC 1), V=32S(LC 10)
I9lC^q9-l!) - M?I. 99mpJM9x. Ten. - Ail forces 250 (tb) or tess excepr when shown.TOP CHORD J-K=-55/265, K-L=-55/259
WEBS C-AN=-257t128,r-V=-254t136
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=25i: Cat. ll: Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL=1.33 ptate grip bdL=t.aa3) Truss designed for wind loads in the plane of th6 tiuss only. For.studs exposed to wind (normal to the face), see standard Industry., Gable End Details as appricabre, or consurt quarified buirding designer as per ANSr/Tpr 1l4) All plates are 1.5x4 MT20 unless otherwise i;dicated.5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-O-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 20.0psf on the bottom chord in all ar""s *h"re a rect;;gle 36-0 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 uptift at joint(s) AF, AG, AH, At, AK,At, AM, AD, AC, AB, AA, Y, X, W, B excepr 6t=lO; nru=106, V=126.10) This truss is designed in accordance with th;2009 International Residential code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
14-052'154
I russ
FA
. russ I ype
RoofSpecial
"lIy
1
MK IUHNEK HUMbS . SI-8T}7 FLUKE-FABISH
Job Referene (ootional)
ID s Jul 25 2013 MiTek Industries, Inc. Wed Mav 14 02:16:5S2O14 pM 1lbzKitv-S2VXAdnL2oBesoKmdBJ?xJ5E?lEbGSnvd'tc3y76icF
Scale = 1:63.1
I5l6
Plates Increase 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl L/dVert(LL) -0.47 l-J >978 360Vert(TL) -0.72 H-l >648 240
Hoz(TL) 0.19 G n/a nta
Wind(LL) 0.15 A-J >999 240
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
WEBS 2x4 DF 1800F 1.6E.Exceot"
W4:2x4 DF Stud/Std
PI.ATES GRIP
MT20 220t195
Weight: 180 b Ff = 20%
BRACING
TOP CHORD Sheathed or 2-11-1 oc ourlins.BO_T CHORD Rigid ceiling direcfly applied or 8-S-9 oc bracingWEBS 1 Row at midpt C-1. E-l
MiTek recommends that Stabilizers and required cross bracinobe installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) A=2045/Mechanicat, G=2047lMechanical
Max HozA=-129(LC 3)
Max UpliftA=-404(LC 5), c=-a02(LC 6)
I9!C_E9_ ]q) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess excepr when shown.TOP CHORD A-B=4Q11t781, B-C=-3602/719, C-D=_2512t551,D_E=:_2513t552, E-F=_3539/702,F-c=-3926/764
BOT C H ORD A-J= -7 44 I 347 7, J -K=-497 t2BO4, K-t= 497 t 2804, tL=497 t 2BO 4, tM= _380 t 27 7 9,M-N=-380/2779, H-N=-380/2779, G-H=-602/3376WEBS B-J=-516/268, c-J=-124t688,c-t=-973t3s2,EJ=-944|J47,Dr=-300/1s87, E-H=-107t624,F-H=4551254
NOTES
1 ) Unbalanced roof live loads have been considered for this desion.2) Wind: AscE 7-05; 90mph; TCDL=4.2psli_BcDL=4.2psf; h=29!; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantiteverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.333) This truss has been designed for a 10.0 psf bottom 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 "reas *here a rectangle 3€-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.0osf.5) Refer to girde(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 0o lb uplift at joint(s) except (jt=tb) A=404,G=402.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and Rg02.10.2 and referencedstandard ANSYTPI 1.
LOAD CASE(S) Standard
Scale: 3/16"= 1'
T.l6
SPAC|NG 2-O-O
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl
Vert(LL) -0.35 K-L >999
Vert(TL) -0.51 K-L >786
Hoz(TL) 0.10 | nta
Wind(LL) 0.09 B-L >999
L/d
360
240
nla
240
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 't.6E
WEBS 2x4 DF 1800F 1.6E -ExceDtr
W4,W5:2x4 DF Stud/Std
PLATES GRIP
MT20 220t195
Weight: 185 lb FT = 2Ooh
BRACING
TOP CHORD Sheathed or 3-7-1 oc purlins.
BO.T CHORD Rigid ceiling direcily applied or 6_0_0 oc bracrng.vvtrbD 1 Row at midpt D-K. F-K
REACTIONS (lb/size) B=1822lO-5-8 (min. 0-1-15), t=2369/0-5_B (min.0_2-S)Max Hoz B=1 53(LC S)Max UptiftB=-418(LC 5), t=-598(LC 6)
I9IC^!9^_(P) - YaI. qgmp:/M?x. T_en. - Ail forces 250 (tb) or tess excepr when shown.TOP C HO RD B-C=-32 1 2 t 64 5, C-D = -2821 t 589, O -e= - t i t u q ft , e-r =l - fi z z Asa,-r -c= - 8a t 2a t,G-H=-232t620
B-L=-61812748, L-M=-388/2126, M-N=-388/2126, K_N=_388/2126, K_A=-180t1470,o-P =-180 | 1 47 0, J-P =-1 80t 1 47 0, H-t=430/253
9-\=-!!l!253, D-L=-1101646, D-K=-951/346, E-K=_196/926, F-J=-826t215,G_J=-158/1405,G-l=-2359/540
BOT CHORD
WEBS
NOTES
1) Unbalanced roof live loads have been considered for this desrgn.2) wind:ASCE 7-05; 90mph; TcDL=4.2psI; BCDL=4.2psf; h=25i; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gable end zone; cantitever, left and right exposed ; Lumber DOL=1.33 ptate grip bcjl=t.:S3) This.truss has been designed for a 10 0 psf bottom 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 ur""" iun"ru
" r."t"njr" 3-6-0 tail by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.0psf.u)
l=!#0"
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0t=tb) B=418,
6)This truss-is designed in accordance with the 2009 International Residential code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
J09
14-052154
| russ
A3
| russ I ype
Roof Special
ury
10 1
KARTCHNER HOMES - SF8B7 FLUKE-FABISH
l^h aA{a.an.a /^^ti^nrl\
lD:G
S€le: 3/16"=1'
5x8 :\
rTl6
1.5x4 \\
DEFL in (loc) Udefl L/d
Vert(LL) -0.34 K-L >721 360
Vert(TL) -0.54 K-L >455 240
Horz(TL) O.O2 K nla nla
Wind(LL) 0.06 B-L >999 240
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress lncr YES
Code lRC200g/TP12007
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 2x4 DF 1800F 1.6E.Except*
W5,W6: 2x4 DF Stud/Std
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc braclng: B-1.
WEBS 1 Row at midpt D-K, F-K, E-K
PLATES GRIP
MT20 2201195
Weight: 185 lb FT = 20%
ek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) H=490/Mechanical, K=2891/0-5-8 (min.0-3-1)' 8=804/0-5-8 (min 0-l-8)
Max HozB=153(LC 5)
Max UpliftH=-141(LC 6), K=-523(LC 5), B=-223(LC 5)
Max Grav H=637(LC 1 0), K=2891 (LC 1 ), B=91 1 (LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOp CHORD' B-C=-1268t225, C-D=-867/166, D-E=-62l831, E-F=-76l1010, F-G=-490/308, G-H=-9701204
BOT CHORD B-t=-247t1025, L-M=-1791349, M-N=-1791349, K-N=-1791349, K-O=-3921167, O-P=-392l167,
WEBS
NOTES
1 ) Unbalanced roof live loads have been consldered for this design.
Zi WinA:ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This trusJhas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
qi . if i. truss has been deJigned 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 fit
between the bottom chord and any other members, with BCDL = 7.0psf.
5) Refer to girder(s) for truss to truss connections.
6j provide iechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (it=lb) H=1 41 '
K=523, 8=223.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSYTPI 1.
LOAD CASE(S) Standard
J-P =-3921 167. l-J=-1 55/749, H)=-1 46 17 65
C-L=-515/264. D-L=-1O9|723, D-K=-1031/357, F-K=-915/353, EK=-12671226' F-J=-133/626'
G-J=-590/260
Scale = 1:46.6
1.5x4 /z
E
flt9
DEFL in (loc) l/defl L/d
Vert(LL) -0.22 B-H >999 360
Vert(TL) -0.46 F-H >561 \ 240
Hoz(TL) 0.04 F nla nla
Wind(LL) 0.05 B-H >999 240
Plates Increase 't.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2x4 DF'1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E
WEBS 2x4 DF Stud/Std "ExcePt.
W1:2x4 DF 1800F 1.6E
WEDGE
Left'. 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
REACTIONS (lb/size) B=1167/0-3-8 (min. 0-1-8)' F=1167/0-3-8 (min. 0-1-8)
Max Horz B=239(LC 4)
Max UpliftB=-282(LC 5), F=-282(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown'
TOP C H ORD' B-C= -'l 482t 3'l 9, C -D=-1'l 081 27 8, D-E= -1 1 08 I 27 I' E F = -1 482 13 1 9
BOT CHORD B-H=-253l1136, F-H=-16711136
WEBS D-H=-1251615,E-H=4291248'C-H=4291247
NOTES
BRACING
TOP CHORD Sheathed or 5-8-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing'
PLATES GRIP
MT20 2201195
Weight: 98 lb FT = 20%
recommends that Stabilizers and required cross
be installed during truss erection, in accordance with Stabilizer
1 ) Unbalanced roof live loads have been considered for this design'
Z1 Wi"J, ASCE 7-05; 90mph; TCDL=4.2psi BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1'33
3) This trus;has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
+1 - rnis truss has been deJigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (jt=lb) 8=282,
F=282.
O) ThL truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .'l and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
GRTCIITNEilT'TOMES-SF8B7TLUKE-FABISH
t^h Referenc (ootional)
hssfype
Common SuPported Gable
qry
1 1JOO
14-052154
TruSS
BlE s
ID
\
1 1 -0-0 I
Scale: 1/4'=1'
DEFL in (loc) l/defl L/d
Vert(LL) -0.00 L n/r 120
vertirl) o.oo L n/r 120
Hoz(TL) O'01 L n/a nla
Plates lncrease 1.15
Lumber Increase 1-15
ReD Stress Incr YES
Code lRC2009/TP12007
LOADING (Psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
PLATES GRIP
MT20 2201't95
Weight: 123 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1 6E
BOT CHORD 2x4 DF 1800F 1 6E
OTHERS 2x4 DF Stud/Std *ExcePt*
ST5:2x4 DF 1800F 1'6E
WEDGE
Lefl:.2x4 DF Stud/Std' Right:2x4 DF Stud/Std
REACTIONS All bearings 22-0-0'
(rb)- M:Xffiif-%T;fh:;Jrborressatjoinr(s)B.r,u,v,R,e,.orL^exleptw=-123(LC5),N=-121(Lc-6) ^ -^
Max Grav A1 reactions 250 lb or less at iointtsi
'el'S,
i, L, V' n' Q, O, L except W =270(LC 9)' N=270(LC 10)
FORCES (lb) - Max. Comp./Max' Ten - All forces 250 (lb) or less except when shown'
NOTES
i t-Jnu"tun""a roof live loads have been considered for this design ,
2i Wind: ASCE 7_05; eorph i3i;Ll"alir'-"i, ecDr:a2p_"t n=zsfi; cat. ll; Exp c; enclosed; MWFRS (low-rise) gable end zone: cantilever
-'
;ft;;;';ght "xposed ; Lumber DoL=1 '33 plate grip DoL=1 33
3) Truss designed tor wino roai's ii i; fi;J;ihi tius" onty. "io,
"tuds exposed to yind.(normal to the face)' see standard Industry
Gable End Details as "ppli;bl;,
;;;;;'lt quitri"a uuitoing designer as per ANSI/TPI 1
+t ntt ptates are 1.5x4 MT20 unless otherwise indicated'
5i Gable requires continuous bottom chord bearing'
O) CaUte studs sPaced at 2-0-0 oc'
7) This truss has been oesigneJior a 10.0 psf bottom chord live load nonconcurrent wlth anv other live loads'
g) - This truss has been oesiinio-ror a rivl'loao ot zo.opst on fire-uottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fil
,, f:*'l*:n:*::l:H:iilj2""t"J,$:?ff::," bearins prate capabre orwithstandins 100 rb uprift at joint(s) B, r, u, v, R, Q, o' L
,,.ifi:3l,g!lil[.l3l;) nl3l;.""ce with the 200e Internationar Residentiar code sections R502.11 .1 and R802'10'2 and rererenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc Purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing'
S€le: 1/4"=1'
q
d
4x6 ll
LUS24, .^ _3x10 ll
LUS24
LUS24 3x10
LUS24
5-6-0 1 1 -0-0 1 6-6-0
5-6-0
'late Offsets (X,Y): [G:0-5-0,0-4'
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL 0.0 -
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code lRC2009/TP12007
csl
TC 0.31
BC 0.49
wB 0.42
(Matrix)
DEFL in (loc) l/defl L/d
Vert(LL) -0.11 G-H >999 360
Vert(TL) -0.16 G-H >999 240
Hoz(TL) 0.05 E n/a nla
Wind(LL) 0.05 G-H >999 24O
PLATES GRIP
MT20 2201195
Weight: 238 lb Fl =2O%
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES (rb)
TOP CHORD
BOT CHORD
WEBS
NOTES
2x4 DF 1800F 1.6E
2xG DF SS
2x4 DF Stud/Std *Except*
W1'.2x4 DF 1800F 1.6E
(lb/size) A=41 59/0-3-8 (min. 0-2-3), E=41 95/0-3-8 (min. 0-2-4)
Max HorzA=234(LC 4)
Max UpliftA=-963(LC 5), E=-972(LC 6)
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
A-8=-61 94 t 1 423, B-C=417 31 1 032, C-D=417 31 1032, D-E= $17 61 1 425
A-l=-1172t4967 , rJ=-|17214967 , H'J=-'117214967 , H-K=-117214967 ' K-L=-117214967 '
L-M=-1172t4967 , G-M='1172t4967, G-N=-1 083/4973, N-O=-1 083/4973' O-P=-1 083/4973,
F-P=-1 083/4973. F-Q=-1 083/4973, Q-R=-1083/4973' E-R=-1083/4973
C-G=-969/4015, D-G=-1980/589, D-F=-40411891, B-G=-19721586, B-H=-40211883
1 ) 2-plv truss to be connected togetherwith 10d (0.131"x3") nails as follows:' Too-chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc'
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
Z1 Att loaOs are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply
connections have been provided to dishibute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
l1 WinO,ASCE 7-05; 90mph; TCDI-=l.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
S1 ifris trusjnas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Oi ; it i. ir*. has been OeiignuO foiu liu"'ioad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) provide mechanical connecti;n iUy otners) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except 0t=lb) A=963'
E=972.gy ihis truss is designed in accordance with the 2009 lnternational Residential Code sections R502 11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
Sl U;e Simpson Strong-Tie LUS24 (4-1Od Girder,2-10d_Trus.", Single PlyGirder) orequivalentspaced at 2-0-0 oc max. starting al2'0-12
from the left end toro-o-12 to connect truss(es) A3 (1 ply 2x4 DF) to back face of bottom chord.
1O) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1 ) Dead + Roof Live (balanced): Lumber lncrease=1.15, Plate Increase=1 15
Continued on page 2
LOAD CASE(S) Standard
Uniform Loads (Plf)
Ven: A-C=-84, C-E=-84, A-E=14
Concentrated Loads (lb)
verr: t=€23(ri) j=,623(B) K=-623(B) L=-623(B) M=-623(B) N=-623(B) 0=-623(B) P=-623(B) 0=-623(B) R=-623(B)
JOO
14-052154
I Truss I ype
GABLE
q(y
2
KARTCHNER HOMES - SF8B7
Job Reference (optional)
ID
Sele: 1/4"=1'
Spsial
Special T
9x12 l\4T18H
^z
6x16 |
Special
Special
I
3x6
H
ll 5x6 -
Spmial
Y
3x6 ll
Special
AA ABr
3x6 | 12,12
sPffial special
AD
Speial
Special
7-0-'12 20-10-0
1-a-2 i - 1 u-4 34-4 5-2-6
i..Y): tA:0-4-0,0-1-91. ll-
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO
Code lRC2009/TP12007
csl
TC 0.42
BC 0"57
wB 0.90
(Matrix)
DEFL in (loc) l/defl L/d
Vert(LL) -0.12 F-G >999 360
Vert(TL) -0.18 F-G >895 240
Hoz(TL) 0.01 E nla nla
Wind(LL) 0.06 F-G >999 240
PLATES GRIP
MT20 2201195
MT18H 220t195
Weight: 339 b Fr = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOTCHORD 2x10DFSS
WEBS 2x4 DF Stud/Std *Except*
W2,W3:2x4 DF 1800F 1.6E
OTHERS 2x4 DF Stud/Std
REACTIONS (lb/size) E=6643/0-5-8 (min.0-3-9), H=7615i0-5-8 (min. 04-1)
11"" 11e12g=216(LC 4)
Max UpliftE=-1354(LC 6), H=-172a(LC 5)
Max GravE=6717(LC 10), H=761s(LC 1)
BRACING
TOP CHORD
BOT CHORD
Sheathed or 5{-15 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD S-T=-135/287, B-r=-1181417,B.C=4461140, C-D=-8346/1825, D-E=-8431/1669
BOT CHORD H-Y=-55812774, G-Y=-55812774, G-Z=-55812774, Z-AA=-55812774, AA-AB=-55812774'
WEBS
NOTES
1 ) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x10 - 2 rows staggered at 04-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as 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 otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-05; 90mph; TCDL=4 .2psl: BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
6) All plates are MT20 plates unless otherwise indicated.
7) All pfates are 1.5x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.g) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
tb; ' tnis truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
11) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) except (jt=lb) E=1354
, H='1724.
12) This truss is designed in accordance with the 2009 lnternational Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
F -A8=-5581277 4, F -AC=-1 29416848, AC-AD=-1 29416848, E-AD=-1 294l6UB
B-H=-2001956, B-l=-12841253, C-H=-5886/1 192, C-G=-78414077, C-F=-150716774,
D-F=-2711234
NOTES
1 3) Hange(s) or other connecrion device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 22 lb up at 1-2-15, and 43 lb down and 37 lb up ar 2'0-12' on to'p ini:ra, and 3 tb up it t-z-ts,1'tb up at 24-12,43 tb down and 34 iu up at 4-0-12,43lb down and 34 lb up at 6-0-12, 2033 lb down and 411 lb up at 8-10-12' 2033 lb
downand4ll tbup at 1o-iO-12,zosgtUJownand411tb upat 12-10-12,z03albdownand411 lb upal 14-10-'12,and2033 lbdownand411lbupat 16'10-12, and2033
tUOownanO4llldupatl}-10-'l2onbottomchord. Thedesign/selectionofsuchconnectiondevice(s)istheresponsibilityofothers
LOAD CASE(S) Standard
1) Dead + nooiLive (balanced) + Uninhab. Attic Storage: Lumber Increase=1'15, Plate Increase=1 15
Uniform Loads (Plf)
Vert: A-C=-84, C-E=-84, A-E=-14
Concentrated Loads (lb)
ysrt. s=1 61pj r=27(F) u=1 (F) v=o(F) w=a3(F) x=43(F) y=-2033(B) z=-2033(B) AA=-2033(B) AB=-2033(B) Ac=-2033(B) AD=-2033(B)
S€le = 1:30.9cxo 7
DEFL in (loc) l/defl
Vert(LL) -0.03 B-F >999
Vert(TL) -0.05 B-F >999
Hoz(TL) 0.01 D n/a
Wind(LL) 0.02 B-F >999
L/d
360
240
nla
240
SPAC|NG 2-0-0
Plates lncrease '1.15
Lumber Increase 1.15
ReD Stress Incr YES
Code lRC2009/TP12007
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud/Std
REACTf ONS (lblsize\ B=77 4/0-5-8 (min. 0-1 -8), D=77 4lO-5-8 (min. 0-1 -8)
y"* 11o''g=-lg3(LC 3)
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
PLATES GRIP
MT20 2201195
Weight: 62 b Ff = 20ok
recommends that Stabilizers and required cross
be installed during truss erection, in accordance with Stabilizer
Max UpliftB=-204(LC 5), D=-20a(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-8411176, C-D=-84'l 1176
BOTCHORD B-F=-52l558,D-F=-52l558
WEBS C-F=0/289
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
Zj WinO:ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This trusJhas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
a j " rnis truss has been deJigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (it=lb) 8=204'
D=204.
6) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSYTPI 1.
LOAD CASE(S) Standard
5 lvli Iek Industraes, Inc.I D :G7?4woWlGUAgrTilXrb3hbzKitvlOQBe0tkP
S€le = 1:30.9
, -1-0-0 7-0-0 , 14-0-0 15-0-0 ,
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code 1RC2009ffP12007
csl
TC 0.46
BC 0.18
wB 0.12
(Matrix)
DEFL in (loc) l/defl
Vert(LL) -0.03 D-F >999
Vert(TL) -0.05 D-F >999
Hoz(TL) 0.01 D n/a
Wind(LL) 0.02 B-F >999
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 1.6E
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left:2x4 DF Stud/Std, Right: 2x4 DF Stud/Std
REACTf ONS (lblsize) B=77 410-5-8 (min. 0-1 -8), D=77 410-5-8 (min. 0-1 -8)
Max Hoz B=1 53(LC 4)
Max UpliftB=-204(LC 5), D=-2Oa(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-8411176, C-D=-84'l 1176
BOTCHORD B-F=-52l558,D-F=-52l558
WEBS C-F=0/289
NOTES
BRACING
TOP CHORD Sheathed or 6-0-0 oc ourlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
PLATES GRIP
MT20 220t195
Weight: 77 lb Ff = 20%
recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 .
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom 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 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except (jt=lb) 8=204,
D=204.
8) This truss is designed in accordance with the 2009 Internbtional Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSYTPI 1.
LOAD CASE(S) Standard
s 13 MiTek Industries, Inc. WedI D :G7?4woWlGUAgrTilXrb3hbzKitv-Da_ZrMtNAHBVpl
r-]:0^-0 r 9{-9 , 12-8-0 r13-8-o I-To{- 64-0 1-o-o
Scale = 1:29.1
SPAC|NG 2-O-O
Plates Increase 1 .15
Lumber Increase 1.15
Reo Stress Incr YES
Code lRC200g/TP12007
DEFL in (loc) l/defl L/d
Vert(LL) -0.00 | n/r 120
Vert(TL) -0.00 | n/r 120
Hoz(TL) 0.00 H n/a 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 2xG DF SS
OTHERS 2x4 DF Stud/Std
PIATES GRIP
MT20 220t195
Weight: 68 lb FT = 20o/o
BRACING
TOP CHORD Sheathed or 6-0-0 oc ourlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and reouired cross
be installed during truss erection, in accordance with Stabilizer
REACTIONS All bearings 12-8-0.
(lb) - Max HozB=-139(LC 3)
Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J
MaxGrav All reactions250 lb orlessatjoint(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 design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf: BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantileverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1 .
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) t This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (byothers) of trussto bearing platecapable of withstanding 100 lb upliftat joint(s) B, H, M, N, K, J.9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, H.
10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOADCASE(S) Standard
S€le = 1:29.6
Iqt9
5x12 //
HUS26
4-5-5
8-2-11
4-5.
-2-01. tD:0-1-5.0-2-[
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O -
BCDL 7.O
SPAC|NG 2-O-O
Plates Increase 1.15
Lumber lncrease 1.15
Reo Stress Incr NO
Code lRC200g/TP12007
csl
TC 0.51
BC 0.59
wB 0.35
(Matrix)
DEFL in (loc) l/defl
Vert(LL) -0.09 F-G >999
Vert(TL) -0.14 F-G >999
Hoz(TL) 0.02 D n/a
Wind(LL) 0.05 F-G >999
L/d
360
240
nla
240
PLATES GRIP
MT20 2201195
Weight: 143 b Ff =20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E
BOT CHORD 2x8 DF SS
WEBS 2x4 DF 1800F 1.6E
REACTIONS (lb/size) 8=6198/0-5-8 (min. 0-3-5), D=7a05l0-5-8 (min. 0-3-15)
Max Horz B=-137(LC 3)
BRACING
TOP CHORD
BOT CHORD
Sheathed or 4-11-5 oc Durlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
Max UpliftB=-1306(LC 5), D=-1551(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHoRD B-c=-8326/1679, C-D=-8354/1684
BOT CHORD B-H=-13O416722, H-l=-130416722, G)=-13O416722, G-J=-887/461 9, J-K=-887/461 9, F-K=-88714619, F-L=-129816746,
WEBS
NOTES
t-M= -1 2981 67 46, D -M= -1 298 I 67 46
C-G=-979/4903, C-F=-991 /4957
1) 2-plytruss to be connected togetherwith 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 rcw at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc.
Webs connected as follows: 2x4 - 'l row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. PIy to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otheruise indicated.
3) Unbalanced roof live loads have been considered for this design.
4i Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1 .33
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6j . This truss has been deJigned for a live load of 20.Opsf on the boftom chord in all areas where a rectangle 3S-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fit=lb) B=1 306,
D=1 551 .
8) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Use Simpson Strong-Tie HUS26 (14-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11'4
from the left end to 9-t 14 to connect truss(es\ A2 (1 ply 2x4 DF) to back face of bottom chord. i
10) Use Simpson Strong-Tie HTU28 (26-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-11-4 from the left end to
connect truss(es) A2 ('l ply 2x4 DF) to back face of bottom chord'
1 1) Fill all nail holes where hanger is In contact with lumber.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1'15
Continued on page 2
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: B-D=-14, A-C=-84, C-E=-84
Concentrated Loads (lb)
vert: H=-2031 (B) l=-2031 (B) J=-2031 (B) K=-2031 (B) L=-2031 (B) M=-2031 (B)
JOO
14452154
| russ
il
| russ I ype
Jack-Open 3 1
KARTCHNER HOMES - SFT
Job Reference (ootional)
EUSmeS, ln r May
-1-n-o 2-0-0lD:G7?4wowlGUAgrTilXrb3hbzKitv-hn
S€le = 1:9.4
D
JYI
DEFL in (loc) l/defl L/d
Vert(LL) -0.00 B >999 360
Vert(TL) -0.00 B-D >999 240
Horz(TL) -0.00 C nla nla
Wind(LL) 0.00
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress lncr YES
Code lRC200g/TP12007
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
PLATES GRIP
MT20 220t195
Weight:7b Fr=20%
BRACING
TOP CHORD Sheathed or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) B=21310-3-0 (min.0-1-8), D=14lMechanical, C=57/Mechanical
Max Hoz B=72(LC 5)
Max UpliftB=-86(LC 5), C=-25(LC 5)
Max GravB=213(LC 1), D=33(LC 2), C=57(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown'
NOTES
1)Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1 .33
2) This trusihas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3j . This truss has been deiigned for a live load of 20.Opsf on the boftom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girde(s) for truss to truss connections.
5i Provide rirechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, C.
Oi Ttris truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Sele = 1:9.2
Jil
:
SPACTNG 2-0-0
Plates Increase 1.15
Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl L/dVert(LL) -0.00 B >999 360Vert(TL) -0.00 B-D >999 240Hoz(TL) -0.00 C nta ntaWind(LL) 0.00
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD
BOT CHORD
1800F 1.6E
1800F 1.6E
2x4 DF
2x4 DF
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT20 220t195
Weight: 8 lb Ff = 20o/o
Sheathed or2-0-14 oc ourlins.Rigid ceiling direcfly applied or 10-0-0 oc bracing.
ek recommends that StabilizeE and required crossbe installed during truss erection, in accordance wittr StiUiilei
REAcrfoNs (lb/size) c=-9/Mechanicar, 8=335104-12 (min.0-1-8), D=13/MechanicalMax Hoz B=71 (LC 5)
Max UptiftC=-1O(LC 6), B=-162(LC 5)
Max GravC=15(LC 7), B=335(LC 1), D=31(LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or tess except when shown.
NOTES
1) wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; cat. ll; Exp c; enctosed; MWFRS (low-rise) gabte end zone; cantitever-. left and right exposed ; Lumber DOL=1.31 plate grip bCil=t.la2) This truss has been designed fo_r a 10.0 psi nottdm chord live load nonconcurrent with any other tive loads.3) " This truss has been designed for a.live load of 20.0psf on the bottom cnoro in ait ireas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.4) Refer to girder(s) for truss to trusi connections.u)
3:"r"dt:
mechanical conneclion (bv others) of truss to bearing plate capabte of withstanding 1 00 tb uptift at joinr(s) c except 0t=tb)
6) This truss 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
REScheck Software Version 4.4.3
Project Title: Projectl
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Construction Site:
Permit Date: 05-12-14
Designer/Contractor:
High Country Heating
Gom pl iance Gertificate
2007 rEcc
ldaho Falls, ldaho
Sinqle Familv
Bld!. faces t?o oeg. from North
1441J12
7%
7918
6
Owner/Agent:
Karchner Homes
Kartchner Homes
Compliance: 1.4% Befter Than Code Maximum UA: 438 Your UA: 432
The % Better or Worse Than Code index reflects how close to compliane lhe house is based on code tradedf rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-@de home'
931 21.0
Orientation: Back
Window 1: Other:Double Pane with Low-E
SHGC: 0.31
Orientation: Back
Wall 2: Wood Frame, 16" o.c.
Orientation: Left Side
Window 1: Other:Double Pane with Low-E
SHGC: 0.31
Orientation: Left Side
Wall 3: Wood Frame, 16" o.c.
Orientation: Front
Door 1: Solid
Orientation: Front
Window 1: Other:Double Pane with Low-E
SHGC: 0.31
Orientation: Front
Wall 4: Wood Frame, 16" o.c.
Orientation: Right Side
Floor 1 : Slab-On-Grade:Unheated
Insulation depth: 2.0'
Ceiling 1: Flat Ceiling or Scissor Truss
Air Conditioner 1 : Electric Central Air 13 SEER
Furnace 1: Forced Hot Air 95 AFUE
C?A 21.0
21.O
21.0
37
44
220.310
38
12
16
0.0
0.0
121
71
760
42
qn
779
0.310
0.290
0.310
174
1441
136
37
8.0
50.0
Comptiance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2007 IECC requirements in
REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck lnspection Checklist.
Name - Title
Project Notes:
Signature
Wall 1:Wood Frame, 16" o.c.
Project Title: Projectl
Data filename: ClProgram Files (x86)\Check\REScheck\Projectl.rck
Report date: 05112114
Page 1 of 5
L
Job Number: SF8B7
SF887
Project Title: Projectl
Data filename: C:\Program Files (x86)\Check\REScheck\Projectl.rck
Report date: 05112114
Page 2 of 5
REScheck Software Version 4.4.3
Energy Code:
Location:
Construction Type:
Building Orientation:
Conditioned Floor Area:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Ceilings:
E Ceiling 1: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation
lnspection Checklist
2007 tEcc
ldaho Falls, ldaho
Single Family
Bldg. faces 180 deg. from North
14411t2
7Yo
7918
6
Comments:
Above-Grade Walls:
E Wall 1:Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
E Watt 2: Wood Frame, 16" o.c., R-21 .0 cavity insulation
Comments:
E Watt 3: Wood Frame, 16" o.c., R-21.0 cavity insulation
Comments:
E Watt 4: Wood Frame, '16" o.c., R-21.0 cavity insulation
Comments:
Windows:
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:
tr 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:
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:
Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.
Doors:
D Door 1: Solid, U-factor: 0.290
Comments:
Floors:
E Floor 1: Slab-On-Grade:Unheated, 2.0' insulation depth, R-8.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 2.0 ft. OR down to at least the boftom of the slab then horizontally for a
total distance of 2.0 ft.
Heating and Gooling EquiPment:
Project Title: Projectl
Data fi lename: C:\Program Files (x86)\Check\REScheck\Projectl.rck
Report date: O5l12l'14
Page 3 of 5
E Air Conditioner 1:
Make and Model
Eleckic Central Air: 13 SEER or higher
Number:
E Furnace 1: Forced Hot Air: 95 AFUE or higher
Make and Model Number:
Air Leakage:
tr Joints, aftic access openings, and all other such openings in the building envelope that are sources of air leakage are sealed.
- Recessed lights in the building thermal envelope are 1) type lC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
tr Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the sunounding surfaces. Where loose fill insuletion exists, a baffle or retainer is installed
to maintain insulation application.
tr Wood-burning fireplaces have gasketed doors and outdoor combustion air'
Sunrooms:
tr Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Vapor Retarder:
tr A minimum of Class ll (1.0 perm) vapor retarder is installed on the interior side of above-grade framed walls or it has been determined
that moisture or its freezing will not damage the materials.
Exceptions:
Class lll (10 perm or less) vapor retarder is permitted for vented cladding over fiberboard, gypsum, or for sheathing over 2x4 framing
having insulation of R-7.5 or better, or for sheathing over 2x6 framing having insulation of R-1 1.25 or better.
Materials ldentification and Installation:
tr Materials and equipment are installed in accordance with the manufacturer's installation instructions.
tr Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
tr Materials and equipment are identified so that compliance can be determined'
tr Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
n Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
Duct Insulation:
tr Supply ducts in aftics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Gonstruction:
tr Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fiftings are sealed and
mechanically fastened.
tr All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure
systems. Tapes and mastics are rated UL 181A or UL 1818.
tr Building framing cavities are not used as supply ducts.
tr Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
tr Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International
Mechanical Code.
Temperature Controls:
tr Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Heating and Cooling Equipment Sizing:
tr Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code.
tr For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial
Building Mechanical and/or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
tr Circulating service hot water pipes are insulated to R-2.
tr Circulating service hot water systems include an automatic or accessible manual switch to trqn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
Reoort date: 05112114
Page 4 of 5Project Title: Projectl
Data fi lename: C:\Program Files (x86)\Check\REScheck\Project'l.rck
tr HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2.
Certificate:
tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window
U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: Projectl
Data filename: C:\Program Files (x86)\Check\REScheck\Projectl.rck
Reoort date: 05112114
Page 5 of 5
?/( 2007 IECC Energy
lJl Efficiency Gertificate
Geiling / Roof
Wall
Floor / Foundation
Ductwork (u nconditioned spaces):
50.00
21.00
8.00
Forced Hot Air Furnace
Water Heater:
0.31 0.31
0.29 NA
Window
Door
Date:Name: -
Comments:
Electric Gentral Air Conditioner
Load Short Form
Entire House
High Country Heating
Job:
Date:
By:
SF887
t{lay 12,2O14
Vince Byram
Karchner Homes, Kartchner Homes
Htg Clg
-6 89
70 75
76 14
-H
30 50
35 -31
lnfiltration
Outside db fD
Inside db ("D
Design TD fD
Daily range
Inside humidity (%)
Moisture difference (gr/lb)
Method
Construction quality
Fireplaces
Simplified
Semi-tight
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
TOTALS
HEATING EQUIPMENT COOLING EQUIPMENT
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DlSTl..
Cond GSX130241D*
Coil CA*F1824*6D*
AHRI ref 4700003
Efficiency 1 1.0 EER, 13 SEER95 AFUE
69000
66000
121
589
0.015
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
589 cfm
0.067 cfm/Btuh
0.70 in H2O
1.00
1441 51265 9298 589
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
589
ROOM NAME Area(tr)Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
Rooml
Room2
Room3
Room4
Room5
RoomG
Room8
153
182
732
130
50
54
140
503'r
3234
1 8863
2602
999
1743
7046
483
629
4573
1473
109
168
1334
75
48
281
39
15
26
105
32
42
307
99
7
11
90
Entire House
Other equip loads
Equip. @ 0.94 RSM
Latent cooling
144',1 3951 8
11747
8770
1122
9298
0
589 589
I
I
^g t.. Wfaght8off Rishr-suire@ universat 2013 13.o.oe Rsu20477
rGCh e.;""tt.rup Calc=MJ8 HouseFrontfaces: S
2O14-May-12 22:37:29
Page 1
Building Analysis
Entire House
High Country Heating
Job:
Date:
By:
SF887
May 12,2O14
Vince Byram
Karchner Homes. Kartchner Homes
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude: 44'N
Outdoor:
Drybulb ("F)
Dailyrange ("Q
V1,bt bulb ('D
Wind speed (mph)
Heating-6 Cooling
89
34 (H )60
7.5
lndoor:Ind oor temperature (' F)
Design TD CD i
Relative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
76
30
35.2
SimplifiedSemi-tight0
Cooling
75
14
50-31.5
r s.o
Component Btuh/ff Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
lnfiltration
Ducts
Piping
Humidification
Ventilation
Adjustments
Total
4.9
23.6
22.0
1.5
4.1
3.0
14931
5691
926
2190
5845
9936
0
0
5658
60900
51265
29.1
11.1
1.8
4.3
11.4
19.4
0
011.011.9
100.0
Comoonent Btuhrff Btuh % of load
Walls
Glazing
Doors
Ceilings
Floors
Infiltration
Ducts
Ventilation
Internal gains
Blower
Adjustments
Total
0.520.55.4
0.8
0
0.3
1434
4956
225
1210
0
945
0
1122
0
0
0
9892
14.5
50.1
2.3
12.2
0
9.5
0
11.3
0
0
100.0
Latent Cooling Load = 0 Btuh
Overall U-ralue = 0.063 Btuh/ff-'F
Data entries checked.
.+ + wrlghtcofrf Rishrsuite@ universat 20'13 13.o.oe RSU2'477
'{CCL pplssll.rup calc = MJB House Front faces: S
2014-May-12 22:37:29
Page I
Component Constructions
Entire House
High Gountry Heating
Job:
Date:
By:
SF887
May'12,20'14
Vince Byram
Karchner Homes. Kartchner Homes
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude: 44"N
Outdoor:
Drybulb ("F)
Dailyrange ("F)
\A,bt bulb ("D
Wnd speed (mph)
Heating
9
15.0
Cooling
89
34 (H )
60
7.5
Indoor:
Ind oor temperature ("F)
Design TD CDRelative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
76
30
35.2
Simplified
Semi-tight
0
Cooling
75
14
50-31.5
Construction descriptions
Walls
12F-0sw: Frm wall, vnl ext, 3/8" wood shth, r21 @v ins, 1/2" gypsum
board int fnsh, 2'16" wood frm
Partitions(none)
Windows
61C:61C
Doors
11P0: Door, mtl pur core type
Ceilings
168-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 112"
gypsum board int fnsh
Floors
22D-5cpm: Bg floor, heavy dry or light damp soil, prm int ins cov, on
grade depth, r-3 edge ins, r-8 ins, carpet flr fnsh
Clg HTM
Btuh/ff
Htg HTtrl
Btrh/ft'.
Or Area
fF
n 810
e 765
s 668
w 779
all 3022
U-value lnsul R
Btuh/ffjF ff-"F/Eltuh
0.065 21.O
0.065 21.0
0.065 21.0
0.065 21.0
0.065 21.O
Loss
HtUN
4.94 4002 0.47
4.94 3780 0.47
4.94 3300 0.47
4.94 3848 0.47
4.94 14931 0.47
23.6 2846 11.0
23.6 1667 37.1
23.6 1178 20.',1
23.6 5691 20.5
Gain
HtUN
384
363
317
370'1434
0
n
0
0
n 121
e71
s50
all 242
0.310
0.310
0.310
0.310
1327
2624
1 004
4956
42
1441
174
0.290 10.5
0.020 50.0
0.442 5.0
22.0
1.52
33.6
926 5.36 225
2190 0.84 1210
5845
I
A {l|} |YfEhtSOft Risht-suite@ universat 2013 t3.o.oe RSU2o477
,€Ch prciectl.rup calc=MJg HouseFrontfaces: S
2O14-May-12 22:37:29
Page 1
Project Summary
Entire House
High Country Heating
Job:
Date:
By:
SF887
May'12,2014
Vince Byram
For:
Notes
Karchner Homes, Kartchner Homes
SF8B7
Weather: ldaho Falls, lD, US
Winter Design Conditions Summer Design Gonditions
Outside db
lnside db
Design TD
Structure
Ducts
Centralvent (87 cfm)
Humidification
Piping
Equipment load
Method
Construction quality
Fireplaces
Aea (ft1
\blume (ff)
Air changes/hour
Equiv. AVF (cfm)
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Heating Summary
Outside db
lnside db
Design TD
Daily range
Relative humidity
Moisture difference
Structure I
DuctsCentralvent (87 cfm)Blower
Use manufacturer's data
Rate/swing multiplier
Equipment sensible load
Sensible cooling
Latent cooling
Total cooling il
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
-6 'F
70 "F
76 "F
89 "F
75 'F
14 "F
H
50%-31 gr/lb
Sensible Gooling Equipment Load Sizing
lnfiltration
39518 Btuh
0 Btuh
6090 Btuh
5658 Btuh
0 Btuh
51265 Btuh
SimplifiedSemi-tight
0
8770 Btuh
0 Btuh
1122 Btuh
0 Btuh
n
0.94
9298 Btuh
-1313 Btuh
0 Btuh-1559 Btuh
0 Btuh
9298 Btuh
1.1 ton
16100 Btuh
6900 Btuh23000 Btuh
589 cfm
0.067 cfm/Btuh
0.70 in H2O
1.00
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Model GMH950703BX
AHR|ref 2002183
Latent Cooling Equipment Load Sizing
Structure
Ducts
Central vent (87 cfm)
Equipment latent load
Equipment total load
Req. total capacity at 0.70 SHR
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DlSTl...
Cond GSX130241D*
Coil CA*F1824*6D*
AHRI ref 4700003
Efficiency 11.0 EER, 13 SEER
Heating Cooling
1441 1441
27379 27379
0.31 0.16
141 73
95 AFUE
69000 Btuh
66000 Btuh
121 'F
589 cfm
0.015 cfm/Btuh
0.70 in H2O
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
,+' + Wflght3oft Rishr-suite@ universat 2013 13.o.os RSU2o477
#C[. Proiectl.rup Calc = MJ8 House Front faes: S
2O14-May-12 22:37:29
Page I
AED Assessment
Entire House
High Country Heating
Job:
Date:
By:
SF887
May 12,2014
Vince Byram
Karchner Homes, Kartchner Homes
Location:
ldaho Falls, lD, US
Elevation: 4741 ft
Latitude: 44"N
Outdoor:
Drybulb ('F)
Dailyrange ("F)
V1,bt bulb ("F)
\Mnd speed (mph)
lndoor:
Ind oor temp erature ("F)
Design TD CDRelative humidity (%)
Moisture difference (gr/l b)
Infiltration:
Heating
70
76
30
35.2
Cooling
75
14
50-31.5Heating
9
15.0
Cooling
89
34 (H )
60
7.5
Fburly Gazirg Led
rt.dqi
/ Etfr
Maximum hourly glazing load exceeds average by 22/1%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
I
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,€C[ e.;""rt.rup Catc=MJ8 HouseFrontfaces: S
2014-May-12 22'.37:29
Page 1
Right-.@ Worksheet
Entire House
High Country Heating
Calcrrlalions aonroved bv ACCA to meet all reouirements of Manual J 8th Ed.
Job: SF8B7
Date: May 12,2O14
By: Vince Byram
1
2
4
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
174.0 ft
19.0 fi
144't.0 lt2
Rooml
26.0 ft
19.0 ft heaucool
9.0 x 17.0 fl
153.0 ft,
Tv Construction
numDer
U-value
(Btuh/ft'?-'F
Or HTM
(Bt uh/ft'z)
Area (f t, )
or perimeter (ft)
Load
(Btuh)
Area (f t, )or perimeter (ft)
Load
(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
1
Wlc
Wrc
WFLJ)
c
F
1 2F-os\,/
61C1 2F-0sw
12F-0sv
61C1 1P0
12F-0sw
168-50ad
22D-5cpm
0.065
0.310
0.065
0.3100.065
0.310
0.290
0.065
0.020
0.442
n
n
s
s
s
4.94
23.56
4.94
23.56
4.94
23.56
22.04
4.94
1.52
33.59
0.47
10.99
o.47
37.09
0.47
20.09
o.47
0.84
0.00
931 Itzrl;iil
77el
14411
14411
I
arolol7651
0looel,+zl'1?11
IIII
40022446
3780
1667
3300
1178
926
3848
2190
5845
384
1327
363
2624317
1004
225
370
12100
171
0
0
00
0
0
323
153153
171
153
845
0
0
00
0
0
1596
233
873
81
0
0
0
0
0
0153
129
0
c) AED excursion 0 -2
Envelope loss/gain 29583 7825 3546 342
12 a) Infiltration
b) Room ventilation
993((945
0
'1485
0
141
0
't3 Intemal gains: Occupants @ 230
Appliances/olher
0
0
Subtotal (lines 6 to 13)39518 8770 5031 483
't4
't5
Less eldemal load
Less transfer
Redistribution
Subtotal
Duct loads Olo oo
((
3951t(877(
-Oo/l Oo/o
0
0
0
5031
0
0
0
0483
0
Total room load
Air required (cfm)
39518
589
8770
589
5031
75
483
JZ
.st. d+ wrlg]rt=off Right-suite@ universal 2013 13.0.0g Rsu2o477&{+ Proiectl.rup Calc = MJ8 House Front faces: S
2O'l 4-May -1 2 22'.37 :29
Page 1
Right-J@ Worksheet
Entire House
High Country Heating
Job: SF8B7
Date: May 12,2014
By: Vince Byram
'l
4
Room name
Exposed wall
Room height
Room dimensions
Room area
Room2
13.0 fi
19.0 fi heaucool
13.0 x 14.0 fi
182.0 ft,
Room3
77.0 fi
19.0 ft heaucool'1.0 x 732.0 ft
732.0 f t2
Ty Construction
number U-value(Bt uh/ft'z-"F
Or HTM
(Bt uhift,)
Area (ft,)
or perimeter (ft)
Load
(Btuh)Area (fr)
or perimeter (ft)Load(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
't'l
Wlc
Vl/'-€
Wl-----GlD
F
I
12F-0sv
61C
12F-0sw
61C
12F-0sw
61C
1 1P0'l2F-osw
168-50ad
22D-Scpm
0.065
0.310
0.065
0.310
0.065
0.310
0.290
0.065
0.020
o.442
n
n
s
4.94
23.56
4.94
23.56
4.94
23.56
22.04
4.94
1.52
33.59
o.47
1n oo
o.47
37.09
0.47
20.09
5.36
o.47
0.84
0.00
241
JT
182
182
2'l
182
13
'1072
701
277
437
10i
33(
l(
513
91
361
41
323
20
42
266
732
422(
32(
26'l
L
42
zoc
732
71
2086
21 391582
vou
1289
47'l
926
13',t4
111i
2587
200
997
152
1511124
402
225
126
615
0
o c) AED excursion 198
Envelope losvgain 2492 558 't4467 4155
12 a) Infiltration
b) Room ventilation 74t(71 4397
0
418
0
l3 Intemal gains: Occupants @ 230
Appliances/other
0 0
0
Subtotal (lines 6 to l3)3234 62S 18863 4573
14
15
Less enemal load
Less transfer
Redistribution
Subtotal
Duct loads -Oo/l 0o/o
3234
0
0
00
629
0 -0%
0
00
18863
0
0
0
0
4573
0
Total room load
Air required (cfm)3234
48
oz!18863
281
4573
307
tus Prc.|ectl.rup calc = MJB House Front faces: S Page 2
Right-.J@ Worksheet
Entire House
High Country Heating
Job: SF8B7
Date: May 12,2014
By: Vince Byram
1
2
4
Room name
Exposed wall
Room height
Room dimensions
Room area
Room4
10.0 ft
19.0 ft heavcool
13.0 x '10.0 n130.0 ff
Room5
5.0 ft
19.0 fi heaucool
10.0 x 5.0 fi
50.0 f t,
ry ConstructionnumDer U-value
(Bt uh/ft':-'F
Or HTM
(Bt uh/ft'z)
Area (ft')
or perimeter (ft)
LOad
(Btuh)
Area (ft")
or perimeter (ft)
Load
(Btuh)
Heat Cool Gross NiP/S Heat Cool Gross N/P/S Heal Cool
o
11
Wlc
vy
l-----G
Wl----€tD
F
12F-osv/
61C
12F-Osw
61C
12F-0su/
61C'I 1P0'l2F-Osw
168-50ad
22D-5cpm
0.065
0.310
0.065
0.3100.065
0.310
0.290
0.065
0.020
o.442
n
n
s
s
4.94
23.56
4.94
23.56
4.94
23.56
22.O4
4.94'1.52
33.59
o.4i
10.9!o.41
37.0€
0.47
20.0s
0.47
0.84
0.0c
't 9c
JL
13C
13C
16C
'130
10
79(
701
19t
33€
TI
111:
10€50
50
95
50
a
0
0469
0
0
0
0
0
,o
168
0
0
45
0
0
0
0
0
42
0
6 c) AED excursion 121 5
Envelope loss/gain 2031 1419 713 82
12 a) Infiltration
b) Room ventilation 571
0
52(246
0
27
0
l3 fntemal gains: Occupants @ 230
Appliances/other 0 0
0
Subtotal (lines 6 to 13)zaozl 1473 999 109
14
15
Less extemal load
Less lransfer
Redistribution
Subtotal
Duct loads .oot oo/o
0
0
2602
0
0
0
0
1473
0 -Oo/a o
0
0
0
999
0
0
0
0
109
0
Total room load
Air required (cfm)2602
3€
i4l-3
oa 999
15
109
7
M Prolect1.rup calc = MJg House Front faes: S Page 3
Right-J@ Worksheet
Entire House
High Country Heating
Job: SF8B7
Date: May 12,2O14
By: Vince Byram
1
2
4
Room name
Exposed wall
Room height
Room dimensions
Room area
Roomo
9.0 ft19.0 fr heaumol
9.0 x 6.0 fr54.0 ft,
Roomg
34.0 ft
19.0 fi heaucool'14.O x 10.0 fi140.0 fF
Ty ConstructionnumDer U-value(Bt uh/ft'?-'F
Or HTM
(Btuh/ft,)Area (ft,)
or perimeter (ft)
Load
(Btuh)LOa0
(Btuh)
Area (ft,)
or perimeter (ft)
Heat I Coot Gross N/P/S Heat Cool Gross CoolHeatN/P/S:lr-"
lY---*11 lWI F----G
lr o
lwt9
'l2F-0sMl
61C
12F-osw
61C'l2F-0si,
6tc
1 1P0'l2F-0sw
168-50ad
22D-scpm
0.06s I n0.3101 n
0.065 | e
0.3101 e0.065 | s
0.3101 s
0.290 | s0.0651 wo.ozol -t-rl
IIIIIII
4.94 | o.4723.56 | 10.994.941 o.47
za.so | 37.0s
r.ga | 0.47zs.so | 2o.oe22.04 | 5.364.94 | O.47
r.sz | 0.84
33.59 | 0.00
171
0
0
0
5454
845
6Z
302
olslol"ll
0l'31
III
I
81
45
'190
0
266
0
190
140140
il,,ii,.!i,l
| ,'il ';sll #i
l;:il::ll,?l
|
'l '''o'l 0
ttlttlttl||lttlttlttlltlttlltlttlttl
6 c) AED excursion 7 't37
Envelope loss/gain 1229 11(5105 1t5C
12 a) Infiltration
b) Room ventilation 5't4
c 49 't941
0
185
0
t3 Intemal gains: Occupants @ 230
Appliances,/other
0 0
0
subtotal (lines 6 to t3)'t74a rhe 7046 1334
l4
t5
Less extemal load
Less transfer
Redistribution
Subtotal
Duct loads -0o/o 0%
'1743 16t
-Oo/o 00h
0
0
07046
0
0
0
0'1334
0
Total room load
Air required (cfm)"itl r oel
111
7046
105
'1334
90
.& tlr uYr'glttSofF Righr-suite@ universat 2013.13.0.09 RSU2o477 2o14-May-1222:g7:2gtus Projectl.rup Calc = MJ8 House Front faces: S Page 4
t
Sheet 1
14x3.25 |
7 cfm U" | ,znxA
2-14x3.25
12x8
Job #: SFBBT
Performed by Vince Byram for:
Karchner Homes
High Gountry Heating Scale: '1 :92
Page 1
RightSrite@ Universat 201 3
13.0.09 RSU20477
2O14-May-12 22:39:04
Projectl.rup
Duct System Summary
Entire House
High Gountry Heating
Job:
Date:
By:
SF8B7
May 12,2014
Vince Byram
Karchner Homes, Kartchner Homes
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
0.35 in H2O
0.35 in H2O
0.171 10.179 in H2O
0.081 in/100ft
589 cfm
Cooling
0.70 in H2O
, 0.35 in H2O
0.35 in H2O
0.171 10.179 in H2O
0.081 in/100ft
589 cfm
Rooml
Room2
Room3
Room3-A
Room3-B
Room3-C
Room4
Room5
Room6
RoomS
h 5031
h 3234
c 1143
c 114
c11
c11
c 1473
h 999
h 1743
h 7046
32
42
77
77
77
77
99
7
11
90
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
0x0
11.0
24.0
59.0
45.0
20.o
40.0
50.0
50.0
14.0
63.0
175.0
160.0
140.0
130.0
150.0
140.O
160.0
150.0
165.0
140.0
Peak AVF
PeaK AVF
Peak AVF
0.081
0.081
0.081
8x
8x
8x
I
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,ffi Prol""rt.rup Calc=MJ8 HouseFrontfaces: S
2O14-May-12 22:37:3O
Page 1
rt1
rt1
rtlA
rtlA
,&-
I
{lf giigfutsofr Rishr-suire@ universar 2013 13.0.0e RSU2.477
Prcjectl.rup Calc= MJg House Frontfaces: S
20'14-May-12 22:j7:30
page 2
{rge't
Building Sofety Depqrlmenf
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
CITY OF
35N l"E
Rexburg, lD 83440
REXBURG
c5' -*******."
Am eri azb Fa m i ly Co ntmu fi itywww.rexburg.org
Office Hours: Monday-Friday 8:00am-4:00pm
ential P
Seismic Design Category - D
Ground Snow - 50 lbs. pet sq. ft.
Frost Depth - 36"
Roof Snow Load - 35 lbs. per sq. ft.
Wind Load - 90 MPH
Thefollowing items should be conphted be.forelou nbmitlour buildingpemit @plication.
Completioa of a Bailding Petmit Application: Youmay pdnt this application from our website
wwwrexburg.org or pick up a copy at the City Hall Annex Building (address above).
Fot Residential Pemtits: (the folloving 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 drawn to scale)
-Plans must include foundation plan, floor joist layout, floor plan, roof layout, sectional views, front, back,
and side elevations, mechanical layout, stair details and atry details required to illustrate special construction.
tr Enetgy Compliance Report: The State of Idaho has adopted the Intemational Energy Conservation Code
(IECC). A Compliance Review must be completed and submitted (the rescheck roft ut. is available online
at www.energycodes.gov).
E Page 2 of the Application rrlrst include the Idaho Contractor's Registration Number or the exemption form
must be completed and signed, see Page 10.
tr Page 5 of the Application must be completed and signed by yout plumbek.
tr Page 6 of the Application must be completed and signed by your Mechanical Contractor,
n Page 8 of the Application must be completed and signed by vour Electrician.
tr Home owners: please complete page 6 of the application if you will be doing yoru own eiecttical work.
tr Truss details including engineered floor joists are required.
tr Property Line forrn needs to be signed by the builder or owner, see page 4.
Sabdiuisions If you Plan to build in a subdivision please check the Rexburg Development Code for any
tequirements such as, plopefty setbacks, architecture board approval, etc. This information is available irom the
Planning &ZonngDepartrnent at rhe Annex Building Iocated at 19 East Main.
Illew Residential Homes: If yout building perrnit is for a new home, you will need the parcel nr.nbet (a parnl
nurttber is tbe coanflI proPe! identfrcation wbich recogniqes a plot oJ'knQ and a new physical address will be issued.
-
If you
do not know the parcel number and cannot find a tecord of it, please bdng the name of the subdivision, phase, and.
the lot and block numbets. The corect location is vital to assure conect addressing.
Remodels.If you are considering a remodel, a coD)r of the bid or estimate for the rernodel must be submitted with
the Permit Application.
. 2 sets of Plans are required (rnay need IECC Review).
. Additions are the same requirements as new construcdon.
crrY or o
REXBTIRG
Atnei cab Fatnily Co mmun ig
RESIDENTIAL BUILDING PERMIT APPLICATION
35 N 1'tE, REXBURG,ID 83440
208-372-2326
PARCEL NUMBER: ( we wflI provide this for you)
sulDrwsroN' \rnnnUt'.[re{d uNrr# BLocK# 1 L or# 6(Ad&essing is based on the infotrnation - must be accutate)
Dwelling Units:_ parcel Acres:
CONTACT PHONE #
PHONE #: Home ( )_- $7ork ( )- ceu ( )_
ADDRESS cTTv.r ,. A -rr r; STATE: ZIP:-
APPLICANT (If other than
(Applicant if othet than ovtner, a statement authorizing applicant to act as agent fot ownet *o*a "..o-llrrlfiJffiffi
APPLICANT INFORMATION: ADDRESS CITY:
STATE; zP_ EMAIT. pa:<
PHONE #: Horne ( )- work ( )- c.tt ( )_
MATLTNG ADDRESS, ESq S \elt nr,p.tturrrAlr,uf fftY\9Wrq_rrArElD_z rrfrZq.pJ
PHoNE#:Home ( ) lrork QobWcrna"6) A'nZ -4Fq I
EMAIT, pA:r IDAHo REGISTRATToN # &EXp. oarB*Bl a tz.7t.t4
many buildings are on this prope*yl
(i.e., Single Family Residence, Mul:ti
started rrrithh 180 days. Permit void if wod< stops for 1g0 days.
Applicant
il.rsDid you recentlypurchase this propary?fri) yes (If yes, listprevious owner,s
.YJ
irame)_
Is this a lot sptrr /(Q YES (Please brin.
PRoPosED urp / \ nall F,
ls thls a lot splrt/ A q ylrS (please bqing copy of pew lTal description of property)
:Ro:o:EPu:" _(i.e., single Family Residence, Multi pamily, Apartments, Rmodel c"og., Co--...ia, Addition, B..l
-
APPLICANT'S SIGNATURE, CERTIFICATIoN AND AUTT{oRIZTIoN: Under penalry of periury, i h.reby certify that I have read thisapplication and state that ttre infomation herein is correct and r.swear that any infor-"tion wui'ch-ay l.i*t., t. gr.ren by me in hearings before thePlanningandZoningco-missionorthecitycouncilforthe,cityofRexburgshallbetruthfirlandcorrect. IagreelsgomFlywitlallcityregulationsandState laws relating to the subject matter of this application aod heieby autho;"rg6 reprresentalives of the City to tt , opol the above_mentioned propertyforinspectionspulposes' NorE: Thebuildiogorficialmayrevokeap."-itooapirovalissuedunderth"irovisi,oorofthe2003 IntemationalCodeincasesofanyfalsestateqedtormisrqrresentationoffacti:th."ppli."tiooororrti.pl-.onwhicha"p.Joitor^pprovalwasbased. permitvoidifnot
>- 1lV 1
DATEWARNING- BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!Plan fees ate non-refuodable and ate paid in f:'II at the time of application beginning l"ouii. zoosCity of Rexburg's Acceptance of the plan review fee does- iot coo"ri,rri. pho1fr-o.i-r'*Building Perrnit Fees ate due at time of application*r {"FBuitding Permits are void if your check does not clear**
Signature of
t4
g Sofety Depqrlmenl
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022www.rexburg.org
Affidavit of Legal Interest
State ofldaho
County of Madison
I,
Name Address
State
Being frst duly swom upon oath, depose and say:
(If Applicant is also Owner of Recotd, skip to B)
Dated this day of
blgnature
subscdbed and sworn to before me the day and,year first above wdtterl.
Notary Public of Idaho
Residing at:
C]TY OF
REXBURG
ct\, .*_"*".-*.--
Ameim"s Farnily Cot rmunity
City
That I am the record owrier of the property descdbed on the attached and I grant myperrnission to: _
Name
to submit the accornpanFng application pertaining to that properry.
B' I agree to indemnift, defend and hold Rexburg City and its employees harmless fuom anyclaim or liability tesulting from any dispute as io ttre statements contained herein or as to theownerchip of the properry which is the subject of the application.
20
My commission expires:
Building Sofety Deporlmenl
City of Rexburg
Phone; 208.372.2326
Fax: 208.359.3022
Properly lines
Each site plan that is submitted to the city of Rexburg for the Building Permit process requires that property lines
are shorvn accurately. It is the Developer,s responsibility to coffectly identi$, on the site plan the location of these
lines in teference to the public right-of-way, other adjoining property lines, the street, other srrucflrres and all uti1ity
lines. The Developer should find property pins that afe s.'ll available at the lot in question. If these pins do not
exist or have become'rrrecognizable then a new survey should be perforned.
Accurate proPerty line information is a must for a tirnely rer.'iew. In addition to finding existing properry pins, legal
descdptions should be checked. The best way to identify ptoperty Jine location is with aland,sur'ey. The city of
Rexbug has aerial photos and a parcel line layer thar can be checked, but they are only a tool and are not
guaranteed fot accttacy' If you want to request a copy of your lot, see the ftont counter at the community
Development Departnent.
I have read and understand the above tequirements.
Signature Date
tr Owner or n Builder
Printed Name
REXBURG
cth' -
Andca\ Famif Comnunitl
cI'tY Ot'
www.rexburg.org
Building Sofety Depcrlment ct t'Y ot'
REXBTIRG
AilE ri cd't FBn i I y ( b,ilntrlti i tv
35 N. lil E,., Rexburg, Id 83440 City of Rexburg
O\\./I\ER'S NAME
PROPERTYADDRESS Pertnit#
Vatet Metet Quantity:x******.*.*.Y.t***Vatet Metet SiZq:
Required!!!Plumbing
PlumbingContractor'sNam" ?qC\ BusinessN"*.@
Addr"tt 31tr8 6 so..,.^*ar. aoaun city-ammorr-state-l-etahLe-Zips3iob
Cell Phone (zea) tr35 - \3SS eusiness phone (
Fax (
Setver & Water
n $38 server Line n$38 Water Lin. s6os Se,uver & water- if inspecred at the same timeil $65 Server turnatound under house (change frorn septic to city)MISCELI,ANEOUS
tr Platr Checkl 965 per hour
tr Techtrical Service: $65 perhour
tr Gas Linel $65
E Watet lfeater Replacement: $65
o Requested Irrspection: $65
rl Hydronic }leating: $65 + ($10 x # of manifolds/zones)
r1;m:
'm"X;rH:,"1'::H,*:Tj::3:j t::i::i:?lr::'-T*-,r,easonabrv he ."dp:d ror sreeping, eating, cookinsrecreation, and sanitation putposes. An unlinished basement is "onlid.r.Jp^J or}. [uirrg "p""".
(COMMERCIAL/INDISTRTAL) Total cost ofplumbing system (contracted Arnount) $-(Int/ldeltbeeo$oJnahiabiuta!hdngardleroJlbepai1ntpp!itgit,it''7u|i,nFo,i,.|bilittgutiottrpelha//app!s,to
tot rltuficaQ nentioned ebetuhen oa thirfonn).
D Up to $10p00 - (lotal cost of system x 0.02) + 60 = g
tr Between $10p01 - $100,000 ( (totat cost of system _ 10.'000) x 0.01) + g260 = gn Over $100,001 ( (total cost of slrstem _ 100.00'0) x O.ObS; + g1,160 = gRESIDENTIAL
Nen': stngle FanilyDu'dling, inchding aII buildings with r.iing being consttuctcd on each ptopet4,. (*Based oo liuing,space,see defrnition belov)
o , Y!^': 1'5-09 '-q ft - $130 n 1,501 to 2,500 sq ft - g195{ 2,501 to 3,500 sq ft - fi260 n 3,501 to +,SOO ,q f, _ $gZSD over d500 sq ft $325 plus $65 for each additional 1,000 sq ft. or porion or.reor 16lzs"i lgos x # of additional
. 1.000 sq. ft. orportion thereo0).
Nev: lVIuhi--Fanily Dv,elling (Cof,ttactut; OnI])o Duplex Aparrment $260 r
D Three or more multi-family units: $130 per buildin_gplus g65 per unitr ($130 x # of buildings) + ($65 x # of rurits)s Existing Residence, arrd Detached s!:p' g65.fce plus gro p.. a"to.. "p t" ,t* *ffir* of rhe couespondingsq. fr. of the building ($65 + ($10 x # of fi.xaues))
D Gray Watct Systems: $130
tr Lawn Spdrrlders/Backflow Device: $65tr Modular, Manufactured ot Mobile Homes: $65 for server and ivater stub connectionss Yllil|{P""e Fire sprinldcr and Domestic 'watet supply systemr g65 fee or $4 per sprinkler head, .ivhichever15 greatet
Contractor /,r
li \. l'' l-.., RcxLurc, Id 5-3.14(r
O\X/NER'S NAA,,IE
I')ROPtrRTY,,\DDRESS
Reguiredl!/Mecltanical
Business Name
(--irv
rncss Plrolc
Irar
(COMMERCTALIINDUSTRLdL) Total cost ofmechanic,al system (conttactedArn<;unt) $..--':"':*,:; ::: :1:l;:;:;:,'# :;::i!,: ,:l ';;,1:::, "*h* " t ;" 7"' iiii*di,'niu ,,,pn ,o s,pe :/,ar/ app/1: ta a,E an,! ,,/t ,nec/saniral
a UF to $10,000.^, (r,,r,rl cosr r>f sl,srcrn x 0.02) r_ 69 = gl] Berween $10,001 - $100,000 i (rotai cost o{s},srenr _ 10.0{il) x U.t}l) _ $26(l = $
*r?Orir"ii,lfo,oo, 1 (u,,*r.,,,,..,r rtr,"*.10[00,0) ro.oiisl i-ii,1oii = *
y;-;:#J::;W*" iactuding arl buitdiags with wttiag bcing coastucted oa eachpmpetty. {*Bzsed oa Euias specc,n. Lp r,, l.5t)0 sq fi _ gl-lt)J :,sur ,,i,iuiisq rt . s26u : I,ilji i: i;;iiil il.fil;c o'er4,50(i sqft $325ptus965fbrcachi^dgluonai l,(rt)()sqr.,r.iorrionthercof
New: Mutti-FaailyDwelliag (coawcars 3i;.
(565 * )r: Duplex Apatmenr $260t IY::,::'::i: l'"lo-riTh' units:.$130 per builcli.g pius $65 per unir:" STlw n:*::j:#:.1*l;, Y i:*:::'._' "j fi *fi'5 ";*' "ff -fi *ff ;itffi ff ffirt'.H\/AC cquipnrenr being instaired ,-,1, *, ,t,.:-,'.,.Jrrurn of.tlre corresponcling':;:r:,:jrT:trnf,'a,t;: or., g10 per
burlding
MISCELI-ANEOUS (5i65 + ($]0 x # ol firmrc.s))
I Plan Check; $65 per hoi-rr
i: Technical Service: g65 per hour
: Gas Line: g(r5
Water Ffeater Reptacernent: $65
Requested Inspection: $d5
Fireplace/Solid Fuel Buming Appliance: $65 pcr inspccriol
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i,-
n
Buifding Sofety Deporlment
City of f,exburg
Pcrmit#
l{echanical rntracror''s Nrme
.,\ddres '7-*
Cell Phiirre
(l\XT\j FIR'S CONTz\CT pH O I _rill( )\X.^ i:R'S EMAIL ADDRTiSS
;l;:i,y"T;":T::J,:T,']1,,1T:Tffilffi::"': T:':Hli::';:lT.l:ricrr ma1' re25onebiy be utilizr:,r ior sreeping, earing, c<>,,king,-.l.ra,rf cr oi H\/,\C l-,quipnrcnr-fu*r^." ,:.pif."-",r,, .ur*r, u,ater hcarer, etc.
rsid':cd part uf thcli'i*g spacc.
\ :' ?-"?
\ / _**_* r{lv,/* r,s s';* s/2,
Bu ing Sofety Deporlmen
35 N. 1.t E., Rexburg, Id83440
Phone - Q08)359-3020 / Hotline - e0B)372-2344 / Fax _
City of Rexburg i
(208)3se-3022
clT'Y Ol.Ssxses
Amei ca! l:bm ily C+ m t r u n i t1-
O\XA{ER'S NAME
PROPERTYADDRESS
SUBDIVISION
PHASE Lor--- BLocK-
Permit#
Requircd!!!ELECTRICAL
Electrical Contractor,s Name Nlo*hon Business Name Sio.nc\acd €\cc*r.rL
Ad&ess ?o. !3Ol zBz City__ggE\i__St te_ldare__Zipigyjjje
CellPhone (wa1 <e,n-n^t, Businesspt""Jf re)
Fax ( ) Bmd hg^Urf , <e,". @g*
(coMMERcIAL/rrvDUSTRrAL) Total cost of electdcal system (contractedAmount) $.-(ncludu tbe cost of mateials zlttalu .rsaraley of ihe partlt tupptling it. The feet lirted mder thit inspution lpe thatl applt to anjt and a// e/edicalnot spufualj nentioned eketybete on th* forn).
tr Up to $101000 ^_ ^ -" ^ ^
(,tptal cost of system x 0.02) + 60 = $tr Between $10'001 - $100,000 ( (total cost of si'stem - 10.b00) x 0.01) + g26Q = gtr over 9100,001 - 1 (t"ta_."rt "r,l,rt.*l tob.oob) x o.o'os; i $t,te tj = USmall vorks (contractots oNL!: $1b'fee r"" *"tt rot ."ffig g200 in'cosilrrJrro, involving a change inservice connections. Does NOT require inspection.
RESIDENTIAL
r{ew: single Family Dwelling, including aII buildings with witing being coasttucted on each propetty. (*Based on liuirg space,see defiaition below)
D Up to 1,500 sq ft - 9130v 2,i07 to3,500 sq rt- g260 : 1,i3i [ ?,iBB :l il_$llitr over 4'500 sq ft $325 plus $65 for each additional 1,000 sq rr. "t p.J"" a.r."iigats + ($65 x # of addrtional
_ _ 1.000 sq. ft. orporrion thereoi)).
New: Multi-Family Dwelliag (Cofltractur; OflIy)
D Duplex Apartrnent $260tr
!
!
Thteeormotemulti-familywrits:$130peruuir{inq.n|1$65perdt.
Existing Residence, Modular, Manu-factuted "Iluobil. fio-.r, "ra o.t""rr.a st ofr$65 fee plus g10 perbtanchcircuit,uptotlremaximumofthecotesp-"1q9g,q'rt.oftl,.b$d*g@
centtal Heating/cooling systems: $65 when NoT"prtt of .re* r.siderr,fi; H\m[;*, w.ith no additionalWirirg
tr Spas, Hot Tub;, and Swimming pools: $65 fee for each rrip to inspectPumps-Wate4 Inig.ation, Sewage (each motit)
I $65 up to 25HP ag95 - 26 to 200Hp ng130 over 200 Hp
MISCELLANEOUS
tr Temporary construction services ONLY: 200 amp or less, one location (fbr a period not to exceed 1 year) - $65., Temporary Arnusement $65 fee plus $10 per dde, concession or generatortr higation Machine: $65 for center pivot plus $10 per tower of drive motor! Technical Service: $65 per hour
I Plan Check 965 pethour
I Requested Inspection: $65*Living space - space within a dwelling unit intended fot human habitation which may.reasonably be utilrzed for sleeping, eating, cooking,bathing' -"lfi#:ry,ry4^ion putposes. An unfinished basement is considered part of the r..,,ng space.
itrz' t*r*
Contractor License number & exp. date Date
Building Sofety Depqrlmenl
City of Rexburg
Phone: 208.372.2526
Fax:208.359.3022
SUBCONTRACTOR LIST
OF
35N l"E
Rexburg |D83440 www.rexburg.org
REXBUI1G
A: ne i cak Fam ily Co mmun itt
Excavation &
Concrete:
Masonry:,
Roofing:
Insulation:
Painting:
Floor
Coverings:
Plumbin
Heati
Electrical:
tk/v
\nc
Special Construction
(Manufacturer or Supplier)
Floor/CeilngJoists:
Siding/Exterior Trim:
Other:
E,XEMPTIONS FROM STATE, RE,GISTRATION
As of January 7,2006, the city of Rexbutg can no^longer sell permitswithouthaving a copy of your stateregistration number or.yout exemption fiom the state-registra'tion. Please send. ^ .o;y of your state registtation orfill out this forn showing your exelnption and send it wiir yorrr license ".r,.*J ;;;"* next pemit application.
(fhis list is a summarizafr'on of Idaho code Title 54 chapter 5205, furfull definitions of these exemptions pleasesee the State's website at www.ibol.idaho.gov /cont.htrn)
tr currendy state ricensed pursuant to Title 54 Idaho code, chapters: r,f, Architects,
1 0 Electrical Conrractors/loumeyman.
1, 2 Engqne ets / Surveyor s,
19 Public wotr contractors (exempt frorn fee onry registration rcquired),26 Plumbing/plumbers,
45 Public wotks constnrction Management Licensing Act (exernpt from fee only registration required), or50 Instaliation of heating, ve'tilation and ut conditioiing systernstr Employee or volunteer of a licensed contractor ot pafio? an educational curiculum or nonprofi.t charitableactivity with no wages ot salary
tr Ernployee of a US Govemrnent agency (State, City, Counry or other municipaliry)tr fubllc unlity doing construction, L^irrt*"n.., or'd.rr.loprnent to its own businesstr Involved'rvith gas, oil or mineral operations
tr Supplier doing no installation or fabricating
tr contracting a project or ptojects with a tof,l cost less than $2000tr opetation of a fatm ot ranch or construction of agriculture buiidings exefnpt from Idaho Building coden Any Tpe of water district operations
tr $7ork in rural distticts for file prwention pu{posesn owner who petforrns work on own property or contracts with a registered contractor to do work as long asthe properry is not for resale v/ithin 12 monthstr owner ot lessee of commetcial propety perfotming maintenance, repair, alteration or construction on thatproperry
tr Real estate licensee/property man^get acting within Idaho codetr Engugrng in the loggmg industry
tr Renter wotking on t-.-Pt"p."ay where they live udth the property owners approvaltr Construction of-a building used for industrial chernical processing per Idahitodetr construction of a modulat building (defined by Idaho iode) to b"eloved out of state
I hereby certi$' that the above inforrnation is true and. corect to the best of rny knowledge.