HomeMy WebLinkAboutFactory Build ApplicationSTATE OF COLORADO
FACTORY BUILT RESIDENTIAL APPLICATION
Fee due with appllcatlon•Na1 subject to return May 2011
Name of Manufacturer.
Plant street address:
Wardcraft Homes, Inc. 20870 HWY 34
Plant Mailing Address:
20870 HWY 34
Plant I.D. Number:
3467
P.O. Box 767
Fort Morgan, CO 80701
Contact Person/email address:
Heather Glasscock - hglasscockc�wardcraft.com
Third Party inspection Agency:
Plant Telephone:
Fax No:
Telephone No:
970-542-1700
970-542-1750
970-542-1700
Matting Address:
Telephone No:
Fax No:
x
x
2006 I -Code Compliant
2408 NEC Compliant
2009 IECC Compliant
Roof snow load 40 PSF
Wind Design Speed
Sejamic Zone
90 MPH
C
Floor Design Load 40 PSF
Fee Schedule
Total footage
Amount
Model Name/No.
5043 Mills
Annual Registration Fee (must be accompanied by new/updated QA
Manual, minimum 2 copies -maximum 3 copies)
;500.00/per factory location
Fee Calculator for Plan Approvals= (Building
Square footage) x (factor indicated below): Manufactured portion
Only
Stake of Colorado
Division of dousing
July 11, 2012
alizil/
11Z// Cir
PLANS APPROVED
Subject to field inspection
6
Plan Approval Fee- ;0.25dsq. ft_ (Finished floor area)
;o.101sq, ft. (Unfinished floor area)
I.e. garage, unfinished loft
minimum 2 copses -maximum 3 copies
1400
$350.00
Minimum Fee for Plan Approvals- ;100.00
Additional Plan Set- $0.101aq.rt
Minimum Fee for Additional Plan Set- $50.00
Plan Approval Number
51271 1AC
Plan Revision- $0.10Isq.f1.(Spaco revised)
FedEx or UPS No. (If overnight shipping of
approved plans requested)
Minimum Fee for Plan Revision- $50.00
TOTAL AMOUNT SUBMITTED:
$350.00
EXPIRES: AUC�LIS 1, 2013
MANUFACTURER CERTIFIES that only approved equipment and materials will be used and the installations shall be made in accordance with approved plan
and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in -plant inspection of units manufactured under the above plan
approval. Application shall be made for and insignia affixed to each factory built residential unit that is subject to Colorado statutes and which is manufactured or is to be
sold, offered for sale, or occupied in the State of Colorado.
DIV. OF HOUSING, 1313 SHERMAN STREET, RM 321, DENVER, CO. 80203 (303) 866-4616 Fax 866-3072
STATE OF COLORADO
DIVISION OF HOUSING
AC (alternative construction) INSPECTION REQUIRED NOTICE
The following is based on information provided to the Codes Section and may be modified
based on the actual findings of the field inspection.
DATE: July 11, 2012
John Nickertlooper
Governor
Reeves Brown
Executive Director
MANUFACTURER: Wardcraft Homes ID NO.: 3467
CONTACT: Heather Glasscock FAX NO.: (970) 542 - 1750
MODEL_ NO.: 5043 — Mills PIA NO.: 512711AC
INSPECTION REQUIREMENTS:
Check the following onsite work (for Colorado installations):
1) Piggyback roof trusses, roof sheathing, ice dam underlayment, and roof covering should be installed per plan,
code, and installation instructions. See page T -1A (by C. Robinson, P.E.) and page RF.
2) Installation of home's heating appliance in the basement.
Site Address:
The local building department by signing this form takes responsibility for inspecting the site built
construction stated above to approved plans and current codes.
Normal permits and fees for these inspections are to be per the local jurisdiction.
State approved plans for Factory Built Construction may be obtained from the Builder/Manufacturer.
Building Official Printed Name
Building Official Signature Date
A copy of this Notice must be included with the installation instructions and
shipped with the unit.
Please direct questions to DOH Engineer, @ 303-866-4657.
1313 Sherman Street, Room 321, Denver, Colorado 80203 (303) 866-9616 FAX (303) 866-3072
House # 5043
Serial # 2850065043
Will be built to meet or exceed the
Following codes:
2006 IRC, 2008 NEC, & 2009 l ECC
It will also meet the following requirements:
Wind Load: 90 MPH V3 -S Exposure 'C'
Roof Load: 40 SF
Floor Load: 40 PSF
Dead Load: 10 PSF
Seismic Zone: C
Job Name: 5043-F
Truss 1D: FT -1366
Sic x.LOC RIS 514 S0('0
1 0- 1-13 744 3.50^ 1.40"
5 13- 0- 5 741 1.50n 1.50'
MAX I54PLICTION (.�3a� e
1/510) Net 12-13 (LIV61 IC 3
L.0.37" 0. 0.10" To -0.37"
15
£314951raeM11154111
It (0a). 03.7/ 31119.1t09.) 4)[
•/ 9-10
3--3 1. / 9.45
34--ff 5.00 4 -1751 / 0.01
.341
i5 -1307 1..00 / .4 .93904
iC 1915.(054. / 1t*3. 011
14 / 1.40 9.01
5-14 / 1771 1.00 9.31
19-11 / .99 0.77
11-13 / 375 1. 9-75
13.15 1 3971 1.90 4.15
13-11 / 1917 .49 9.75
14.15 1 3 1.99 9.94
715 c91v.t9o1
.1% 7W7e(1.59ae
r.1099(1Ac)/ 0.37
7.3 as 1.90)/ 1.31
1 1
( 09) 9.00
9 -3940(1.00)/ 0.111
3.10 / 931(1.001 0.57
3-10 -711 1.00 / 0.1190
3-11 .55 1. 4 11017.40) 0.51
4-i2 -759 1. / 0.00
3-13 •13.11.90 I 404(1.90) 0.15
5.13 •4511. / 9.39
0-13 I 514(1.95) 0.31
sag -1957(3.90)/ 0.31
3.14 / 1.1e9(1.9o) 9.71
0.1
-14
ic II 4403 391 11507-1-11
m' jrll).TU11 5' 91911 -3.4 J.bt +kr..--•
14 teeter Ina 9.111104.41,21,11•19t Serrate")
9es;eyl par 4451/591 1
1.0rl.aelaa leaoreese . 71.10
191e do016, dr.r art sealant air hag ar..
Clot 4.pe.4eat 1..+504 (weep). Mle1.r
praigatr name 0ata.mt gar this.
11514 01110 11 133 1044ee115 5500045 01
metra.5 � chord d-I!n 15.4 407 natal...
04 OSllay .ie<s Z�der:11� Yap0tei bo ALr
4X6
4X0
2X3
951
50308
8:748
U:
6 9
{
2
4X6
2-1-0
3
4X6
®Irigid 50(4.05.04,atidat rat ala attrap �.e
to 0aim51 grata. dart,
amts...[ .47 to ..455 (y .agar,). Ikr
flo.r.lleat1005 4109 .ttegb.ck tridglag
is ma r 10L,. O.C. or Iowa. 3..
MIRY I i KYI fbr one.
ROI to /1p I 1-1007 toot. 7.9.!.4.
1e risy. Io pad /Yr AS reef,ry ..100 e/ tin
bearer .f! tram 0650: 1.a>•t. ♦oir..r
333 16r all 0low1
N orte 4. 1.5.1 00rets
nte11 45a4t 4Wr
Aei.s Undies.1 Itieranta .Sed
Mint 04
plata .45. arc Wed .a
iawl tit
t ad �1110I ad are ea le nallaids01
4etae...t. >. 111-5597 :1451.1114.
4 5
3X4
2X3
4X6
6
1.5x8
7
3X5 2143 4X6
10 11 12
130.14
3X4
4x8
2X3
aide
13 14 15
• oonneoter plates
Strength.
n ▪ p040 0ned 9194 P1ekstown sbov.poilti�Shin per
Oes ere ITY43C0 Wilbal 20N sled�plet4s 11. avoid ov9HapwSIt ister �tturam., unless preceded by "t4" for High Woel0q ed for 514954.S r
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SHIP
2X3 TIE
62
W:108
8:744
U:
Qty:. `"1
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a d . a-9.0
4-5 0.10-e
6/22/2012
TRUSWAL
f S7 SYSTEMS
�I .N Otllldh.g Components Group. Ina.
197454 Gard SWPiney. Wane 0a0n. 7571000
TRUSPLUS 6.0 PERI T6.5.14
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
las Omar ifix ontn.01fdval 0000n9aeme.en.K not hula 140100., 1 hos bra brbde* ap41211nrioni pr.dd.00941.. tonlba.11.1.4117091
n d 0ono In seraldaner arta award vhdoM.l TPI and An PA 00.¢. *NNW*. No 90p,0] 15 h4150004 fm aboaraendree.st7. OlmnaPeos
.n 10 be.4,55.0 y en onspo0rrtmmotsne..ans.r PP1110 mere, 'Merle 750405504. TM0dN490.dpnr 115.4 aea.en 0,55+. 50.4s
1.Maadan Via dealpn mad or onion / 9.. t .de.pl. porrty oho load ba log end..n0'.. p.0e d.r Ne905999. 111.090P ar.u94.190 Vn mp.band
N 1.leray9ram dy dal.our..4aenwa01v n405.bdb.n dmdlial/raq•500000 L7 a dyd.0nn1P0lnale4q 6»0474434344. 140.. SOnnd.e
naiad. 31.dnp.bawn b far Meal tatted a' 0070',10,!4 me.nba0 alga breduaa Waling Pratt. MN eardpen..l that melba thew In my
NolionoN t 141.0 Nom the gnohlwe e00e4 of Mr rood Io*mod 15% ondhot.Ss. e0nareUn Met 1050,514. F.p0.5.. Mnp0 WWI
sad anon11 01w sin 4etee4me.01551M f00e dn9do..Nat%alnt...C,1n00.51 Rome' 00.hb1.a.'elle5 ',Panama; Wt....
Nairn S. IVIG r-Wpod7.u.. County or Arpin* 5m.9.d O.d9.R..pon05111,0. 11 UILIA MCOMPONENT SOFSTY MPORMATIOtd.
{07$11 and SCSI SUMMARY SHEETS by Wren and 059. Tga U90 1414 rn.UNla;OPP N be.led M 211§N. l.ae $0..11.44313.
..040444.. VA 7014. nn Awwdan Potosi nod Paper a1..d0en (AFp41N lowed la ',Meth 51,44.NW. Ste100. W, 4ing.q OC 74475.
Cost:
50: Prove $_s043rt_10006
Ps�x
CGA *LC =
4 WT: 604
TC Use
TO Dead
SC Live
SC bead
TOTAL
40.00 par'
10.00 pelf
0.00 per
5.00 par
55.00 per
R1d1CodellRC-3008
Live -Our 1..1.00 Pel.0o
S49eAUr 161.00 10=1.00
Rep Mr Ond / Coop / Teas
1.15 / 1.10 / 1.10
0.C.Spaciag 2- O. 0
OEM, RATIO: L/360 TC: L/360
0
a
0
crl
7
Job Name• 5043-F
A{i'-iiII1I$1 ;Wino ill
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It wi•pN S- gii$9 i Y 14.*
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DER RATIO: L/24O rex 11240
e
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12
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.fob Name: 5043-F
Truss ID: PIG -A
CMiali 1042414 II4at7P.
Ie
me A fA a3
WL DLII 104 5R 6701
Eallnicotl.. 71N..p4. r 20.01
Ude .seep 4one est 4cp..e ref ion N..
*10.p4t�oen I.talasv5 ). art Idles
7111 1201u4�'UI 2011;01%113113.2 IT
MOM 2,022 G4014.
(..dad fee 10 PIT mot-Dm.retee DILL.
41117.01 044W 4*e4 047744 10111414,
'F. " leaf en " 11.o. I - I.O. Cc - LID
110bt. lwtlt.la sw 7ht 4 web notarial 14.024
at 45.0 " ..e. 0r11.. Noted .21.140...
wpm r %new pathsr.1 liw 1.14 W e*0.ere4
• tela.withmH al t4 eeer¢.MILK r�b....ta ter
7-1.5
2-7-5
2-1-5
rine. .ab14. lbS Irmo perleeter are
deet lir the location she,. eelPa 401
4.i..1 per tor be� 200sspr relent. 1+•;• ewlee .r the
a1 a fir.2r enr.pad t 1ew�.r ..tw w
■ .ter
to. joint 20 1.1.11 genet ler
1trl.a w 14l4t1ee1 2.ler.ap pee
tipp 71.te� ylrgm 41 iral
and A.7Ifgi end w d ars to 6ire012aara
ds.as.ta ••10.16117
1114.
44 vertical. t� :.1 11 fee 0.1.1 1.141
only(e.
.". �! .tltwtr.il t*0* (trw. fe�pile
intl. t.4M 17. 0.44..r.TaI had.i.pe1142 .t
Ow end .r Sem ..t,...en i..e net ie..
* O mnita ...port. nal qq.7 cr.. a
H ew .trot hmte j.lrte .4alt2.em1 4.114.
• iaerettiw Op .tap).
1'ertlaale men Kyr 4pweel tCgrew#ad.
Cop I.anneetlee Infer co •p rop•I.b 4'at.-i1(o)- r1.i7.
6-1-6
6-i-5
2 3
8.00
4-0-0
10-1-5
4
0�5
0-1-6 0-1-8
OVER CONTINUOUS SUPPORT 0A-6
10-t-5
10-10-4
7 8
1-.9:0_1 4-0-0
6-1-5 10-1-5
TYPICAL PLATE : 2X3 5 1
2-1-5
2-1-5
6
7-1-5 7-2-13
SHIP
1
Al eonpetlor 44505411 aro ITYYSCG Wave 20 4a• unlesslecedad by ")t" for 109A Strength 20 04 "SS" Por Super
84ronpeb. pintos are to by poaltloned par Johlt 0440(1 440 arta. Clrateel plates 0114 raise Ramo pales
opi
0i pootrod as *Wife, abeam. Shit galls stud plates o avoid overlap .41411 alrot10rai pfatea 100 staplaj.
Qty: 4
Tats tea. to 40.11.0lag *Le
• 4.05 0H 3lacifld[iw
elleg 4elsn.0 . sae. Yztrows )meta • 1.00
Ilea. ley tIw a Doe fad !-y
Ierrlcaw/Octn 11.. a 4.20
na20.00 12. 212g lfldti A0 00 tl
Oa. trent-100R . 11.21 Et. ph • CO
11017 >Z trond..d•••7 Od Leaf • 20.0 per
.H
O ped a Nein 112 +Faetletlnp trete
- t•.-rla. nod ra.penph .eN CIa241.e
Trli.tary 0.•m s. 10 sit
* 7..tie.1 .ah. shill he s..tl...ul77l.arallr
bran. I. tie 1.0" 401.•.!0.. IR MI.
Mier to 721/1411.
6/22/2012
TRUSWAL
IqU4571 SYSTEMS
/TOCirOteldhlg Components OrOop. ln0.
2220 N. GNAW SWFany. Grand Pi4frf4 WSW
TOMOS 6.0 int 1'6.6.14
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
7000 004110 00.0,00040•02442.2Wmyn.tr. not.. woken. 4111 be...2 ea.p t12taeef414ddwbythe esepen0etr.a. ettotor
.W2d.NO. seea.dsnt. all en Cena.t44*10l at 710 end 4F00dWOn.Fand.r4.. eleae.pem4Ryb ..421.54 lm dmelnMrl leee,.ry. Obtonnlgtt
an tob.aldledin Om mama ant annencloter /red1rbuidnedMpinrpeerfereMl:ttlbn. Tho heel. dodgy. nonl.ra.de* !nee the law.
.d0.dAn as. deer anew.4.x...19.. among Cnpw.d 0/ the laatlb.a .teat amino nebni100 beeeta. 7Le 4e0(1 •seu.r .O.1 fy lap0.em
is !slimly bread bya.eMa of raw obooi 414.ndm.beao+n Owen ulR.N Weed hi • • pewhot Ani awes1.nrt1ar san ' & Wass a7awr..
mend Orating.he.n1t For MOW wped1101~Weft 4e4.lpeMway le mime b.taldr.01.0111. 1tr11.empent* OA not be p/.ted In ems
ememmnam lOk 1.14 rare e.o mdehtnsamosa Oft. +taodII a*4d490 ontrarw.1 0aaeeahrp141s tomtmtl. Petrlat.. ands. Mees
0.10 Wee lit Inns ot1nrdtne..10.t.IaIa.4/.tendnde;'Jdd44Copnp 000 Dtpotte 04$bb0'taiphl ha. tr91rr01sattetre,
'MOWN 7.'rittA P-V1ta4 Net Cba1t14er meat" $TrldadWain Otn teas.' *4*0 COM7ONENTSh7ETY SaFO7dNAT1OId.
(401 J.ed'BCSI StVOAARY S01EE74' by MCA . M711. The Teat Plata balm (TM h is:400,421a N.104 Steel Sura 312,
Aina.dfs, VA 2231,. Pet AMA.. Fant *Waspy Aneda*ea taaal0 sat.led* 11111m. Some( lw.. 9h 040 Wmain4tan. DC 20020.
Cost.
WOi Drive S 804ErtJA600
Depart CCA NLC - E7
Ni't SZO
TC Live
TO Dead
BC Live
BC Deed
TOTAL
40.00 per
10.00 pot
0.00 pot
10.00 per
60.00 pea
Bldg Cede:IBC-x006
Livens' L=1.15 P=1.1S
SneeDefr La1.IS P=1.15
Rep lits Rod / Coop / Tens
1.1E/Lie/1.10
O .C.9peeing E. 0- 0
D fdOL RATIO: L/2r40 TCI L/340
Job Name: 5043-F
Truss ID: PIG -C
Qtr: C 9�
cefrit1.4 402120 Tutu.
TC
IC 1704 1 O
er
▪ L 20 o* P1 Orr sn
lrbrlr.tI.., Tare...** . 12.97
ibis4oelp. d.0. rot 10.11.ea..,t Sir Ina torr
.' 1.1.0.1.00 . (now). Soildl..d
loam root ae0.ret [rr la.
'ilii 1110101( IS IRE Ceitresih.Moen Or
Swim. lain than.
n and
Ab2 17.4W -0.Y swi Saee PRIMevaa MU.u..
!a 12 per. Ce . 1.0, l . 1.0. (4. . 1.10
1.142, - re rat
64 .ar4lealr uw desl2.od oatal Inds
only 1.10.. e.t.a ethernet.
loos e.0.low or lotw t!e inn profile. . ben dell Dor lora
ad t any. 6r1 1 Ir.Or swilled at
ebe endd etee sutral.. Fol. Test boa.
eopl A
rero14 neon 11.1.0. A ere(.-Iaa tr .a
"""" l M
brt tT .rai
. attri....Ae1 dtalru
caeddrertirr [sora
Cap Trac. / pk=iybatte application
barer to appropriate details
Abe bracing and eonweeti.oa.
5- -5
z
0-4-7
TYPICAL PLATE : 2X3
n ano ..1000y tit tapn prrInttr are
:Aped(Or n. !ratio* 0*.....ty (f 0 10S
we ry 4* tented ar 1ili24,
o �et
rre eel,-7eW Ire I ant
learns: infirm' I'r 0o lenstp vanta
of e
tea.lr of tee tn.. wood I..b.r vele* es
MIs Or all b'd10s.
tarn to Joni VC envie !Fast for
let/AU erns Oon en Oen ntr*f acre can ev
teat! aid e1.prw/! ii rrysq.edr.d 111E 2100
a t soon .e Li- era *02000*. 1/ kl.aT.
7ror ser 44 web .I2O.
nett earthman aAa... e.. !s web .at*e{el 41..000
.t pare " e.a. 0nen la Tarew.
tet r bottom w lin lad POT rewind
oo the taw..r �o
on o.pre
irrwFa for
anonleUntiel+/ Idbee salla weed
vertical ambers regoirlag
nes' bream. (debilitate by admire) neliellito the pion ettts weak" Ire e.e. Intervale. .
troches a malt wind Ie.a applied to wombat'.
(1.1.! ply. 6esdi.p).
This truss revive, waviest* sheathing, ao
dsslgeed by tbsra, opplied es tie tram.
the. prm.idl.g tree...! ssppsec Ihr robs is
elle train plain a 4 etlig sheafire. .ell
Ise toint 4y.� s loads.
n
1'7-5 1m. n g n
1-7-5 o4 t3 PI •L �1 d,
1 2 3 4 5 6
0.1.8 0.1-0
OVER CONTINUOUS SUPPORT
C*I5
g'74
7 8
las
1-7-5
3X6
014-8
10.4-4
9 10 11
12
8- -5 6-f
All emmector plates ere 17TGCG Ware 20 51 unless p�eall" by "" for lltph 5lirnglh 20 ga., "SS" for Super
Slr.np.h. plates are to he positioned per Joint Wog Reports. Circled plates end false frame plelas
an petitioned es shown above. Shill ride stud plates to *void overlap with sbdtturel plates (or staple).
13
SHIP
lila tens be deHreed wire alt
]ilei lllyd �IIl, rova.t w ratter • 1.00
Town neatly. 1.4 6d
l.n-1nroMae.. LAaa Pontsry
b 4
ldg .eM e 4% -.!jail Ly VI n . 10.400 et
nor . biPale
• 02. n
2 . 3,,a Pd
WITII 1r 14.4 4arp.ae y rue? Mod . 10.0 per
p
0eei.d wlee reeve Aw t.elerea 4.51.0.
-
Lar-r2.o .*d Caa.a.aa. .we Monist
Trnet.y tarn . I2 01db
• 'Trao.thr et dtepbraas bode by
betldlst d.alyw.r.•'•
Wall .est be braced to purest
hinge eglhat- designed by ethers)
terve to appoqviato Able Web braying
detail For boating amble vertical,' and
apklei reactleao.
6122/2012
TRUSWAL
SYSTEMS
STOW Building Components Group, Ise.
00.14. aria(9Wl4ny. Crow IAmble. TX 71500
TRlMSRUS 8.0 F85i T0.5.14
WARNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor.
004. dodo I. lot ..I.1d01*0.l Mine tempanattnat bum swim. Ono bon by me e.nwrowei4 *tufa..w
and awe 10.rt.400.wee gaewreetwwpa1 N 701 ere AFPA dodos nandndo. N. arp.ndmy b ...anis Id 6. 0.inat atem.q. 0410.0.4..
.a ton waned by In 01,60Seeed Frode.imer00d4 beedngd.sieew len i *mann. tee b4Ado04telow wntnada. WWI*to'0
maws en a 1. dltlo meal ei mo.ddiss wimp ketone tone loaf e.00my ted. and Pea pn$adn IPPFralen• lb. dodp.rweae Iiw1Ar 1.p6Mrd
to Lionk brand by mm tater not nonslip .nem. *.awn note to hire'' bneadby. acid 4M.albaweltef andel al.ebt4 0.10.1 amrrda
W end. Wahl* Vitra re Fog suldsupped of temrniersermbere calf to inns boding Inlet 70. osnp.mnt lhilneln Pendia any
w6e0nnit Melon earn 1banano anealte1 deva.n%aaeod Int mew now tel.lr1hr pNN ninon. Febgetbkmolk two
. d bine Oainn N ....Mone Mer rho 0010.4000h.d Nc'Jon iodating tarn f.ped.'nada M.unN hem Taunt ennui,
'AilvtTFt Y. W2OA I'. Wood Iona Carat e1 Medea SWAN OititiaRe pob+lbr1H,'WJWOI000MPO1f1HTWWFENY INFOAW1OOW.
113030 WeiWM MAHON SHEETS' byWI'GsrM Tpt70. Ana.1.000. Rall.. (l:10 b.4Nd M 210 H.Lee 94.418.00212
Al isedn% VA 21314. lb. Amadan PAM! end Peg. At1.dolon (AMA) h titan 1111 tom 6W el NW, St0 NO. W1114021*., 00 20070.
Costs
WOr DrleeS-„9043rt}0000
Dagrlre CSR !LC . 27
Wi't 808
TC Lire
TC Dead
8C Live
S1C Dead
TOTAL
90.00 par
10.00 par
0.00 par
10.00 par
00.00 per
Bldg Code:MRC-2008
LiveDer 2=1.15 P.1.15
9aasDur 2.1.15 P.1.18
Rep Mlor Rad / Comp / Tana
1.15 / 1.18 / 1.10
0.C.Spacing 2- 0- 0
DIEL RATIO: 11540 TC: 2/290
Job Name: 5043-F
Truss ID: T -A
Qtv': 7Q
no x -IAC REACT sirs 214¢'0
1 0- 1-15 2000 3.00" 5.000
Z IS- 0-13 Pik 3.00" 0.07'
25*1 DEFLICI100 (e _ r
L/040 11®1 3.1 (
is -0.011 D. 0.00.
14111/01 01tem Men
at
1 2 .1114 1.753! 5)011.10) 01141
0-0. Su 1.13 133((11.153 Oar
5.4 -Ian .85 / 140 1.00 0.31
LC 11
T. -0.10"
u
1.0
I-7
7.0
-181 1.00 1 014 1 0.11
.171 1.10 / 1053 5.13 0.40
.401.40/ 041.00 0.41
00 00.0-(004.)/ 10.11.
f7 -1.10)7 445
3.7 1.13 / 145
4-7 105 1.40 / ILE5
4-1 7112 1.11 1 140
1.13) Pt.
1.1) 0.11
1.00 0.41
e.q 0.17
7.00 00.50
IC E00 III M
5117 115Slf grey
4)11 dwip1.
r de. .ra.wt Err lan2 term
tier depend.0e twainbraep). 5141.0
5003ters.eer WW..ce13.t ALP 1111.
ENS MIR III.rI�L.(�0100011!wawa10r
manna 1011 -MY.
1..111 for 10 PRP w11-ta.eQrea0 KER.
14173.03 31150 PIM 21511111 el11011I1e
PL .gyri 2 Sy PC - 2.0. 1 . 1.0. et • 1.10
. (151. cantesi Hord I1C� 1aay.l�rtmr,t0 111,
O reser 1u 11. eM .10.12..
F1
stet per 3521/101 1-7001
Mr eel.o 7,2...... .011
Peer •ga A3101e1 M so rtp 1.11 .r 164
11 .r !1.. 11.45 ab. 13.5er 141.1 sr
575
311 Lr til 54311611.
1449r to ..112.1 0C Petall 184.i rer
11150 f[aeaclwl 1031 5cie 3.44
71./102 new piste wises Io
teens �e1 3.1.1.1 1 by 500 1702
W 4001/[3[ ..1 sr* I. 0..41351/
4beils w 11.2011 101.11111.
/r, mist M prar1de5 to .0011 peadIns.
1.1 swelled. we de0►Raed fee Andel lads
0fi4y 011., Pored a.
((11'4 ) ��o... ivv In 7440 fUw MI trroo profile
•
1eeloie4 *sly. Irrixiwl 10.40 •omppl led .t
lb. AN .r tot 43t3.slw+ 0a1e 001 0041
tw/1Alreda41411e0 1100.4. A ddev5--.l�e�olato a
O 14 4 4*t�e401
515 t 71 1Xr.l..diltl.wl 11110
10-10-0
D.00
2
3
411
81
W:306
21:1050
u:-re0
F 1-3-4 j
IIs
e
13-11-8
7
011 Oonneertor plates an I3VIn8C0 Wavy 20 go.. unle.s p1'SCI4ded by"H" For Mph 811.,10100 20 pa. "53- far Sopor
515 ppeahloned a showto noOgee. 5001111 gable a (Walt
l Repeat.
Chafed
and
.tnr0a .7 frame
b s plates staple).
e1
62
W:308
8:838
U:120
1411. 4111 Lorad I. sa4.d .r.al.p 3535154
1.00 tb. 515111.I.. tillArAlAp Arke0sles
rot t.
Mar �C1[0p141..00• 4. 0- 0 17- 0- 0
11 M ' llw-0131
P•pp.4'e iW lb
131. errs 13 aed11yeM4 eons U.
44207.15 11514.q S11eMeetlee
ties linI..ee• 1� 11 tate.. - 1.00
7.e4 Lova On • O1i toole twrleaM.1 . U.. S. I C5*
arr • EO. h
rear
Ws mart) ,.40.00 st 111.4 11.141A4lA
lire risle* - 10.)4 R.R.1 00
42007 11 1ea10.N 0teg31q Fuld 1.05 - IE.0 per
0aiseed a IMP steen led t eXeninl3Snit.
T.13.raq A7.. - 43 .1111tlRre3 ..e ¢1.111.,
3-5-12
SHIP
6/22/2012
TRUSWAL
SiN7c0 SYSTEMS
Il}WBulldinp Compeneah. Ginty, Ino.
132OIY. 06•ar3WPA1ry. OwndPma7.. 1X76000
TA6SkLVS 0.0 V21: 78.5.14
WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor.
7Ne4hrl^I. 141.. 19/06066q ta.so...7 noite..y.Iem, 0 h.. b.. byW a..on40ee.p eat.db*SI esetesle. t newle Mu
esteem In weed wee .000 thevanMrpweu of TP1 spit PFPAde.lgte e0end1M/. 110 r..y.nm04II.r.es..M la 4===ti n l sewwt7, Qa00.5.m
are robe W.Ihd Win Winne* sesubeeteet sent Inendidprn net 031101X$06 In. 010dnlSara., Must e.ra eln 0315).4341
1451140.00145.143 slat a 40e19411*. 70edegbplad0yl00. bog b0118P.aw erd3MPsl3o.3r3e11 t0s... 7000 *Op Noumea Lin 00 roe ahead
11I014.$)7101ud by he ra2..0aasheaths and est balsra awn la Wheals Wad by sdpdow14lsomama *any *.1774. mks. 10bp. to
nen teadnp .1'42.4 is Moral moppeNet000051.00.Ie.'nb.rs001410.14..1b0.1an0011051.7800111.920010 .ba0141 be 07.1041. 117
senews/nlthat se! new 2e tenni anent 1150* raid 10 'need 10%.114'1 este CpgM.lSI plate eawden. Faso* ninth. Wei
.2.451.2s Ins wetmtsetaisa seam 101.405.1.napd13*1 ndC,E646.4)R4pmendet.g...4041 Han iswwetaReOrt.
15)50/001 r, WICA r- lleadh5p CWee$a4matr. S1.Mw4000pd. 0..)00711115.. 005.0)10 C011a0*4 003 54071)' WpoR1M77OR'-
I0C15SM'BC 11310.h1A0Y SMOTE b1MCA 1n/11021n new 5141s M0w.d0 Mb 11 WOW se 2708, tee Shot Sal WA
LMpred'1L V4 22214. 7M4m.4er0Pan10
0d Pow Amnion SIFP411.01IIIW .7 1111 105. 4). 30402 See 000. WO.Mnp5es. 0515010.
Cast:
207 Drllve_S 5043rtJ.0000
Dsgart CC2 *LC
= 25 WT: $3t
TC Live 40.00 pof
WC Dead 10.00 pal'
BC Live 0.00 par
BC Dead I0.00 parr
TOTAL 00.00 pm£
Bldg CodesJRC-2008
Livelier L.1.15 Ps1.15
saowDor 1:1.15 P=1.15
Rep )Ibr Bnd / Comp I Tomo
1.10 / I.10 / 1.10
0.C.Spocidg 2- 0- 0
DIEL RATIO! 1/840 TC: L/240
Truss ID: T -B
u)
E
z
O
VP
N
8
N
R �v
N
Mk rr
egg
VP
ICI
N
rw
O
(44
3
m
Job Name: 5043-F
Truss 1D: T -C ..
DRO X -LOC IRA([ 91U kora
I a. 7.18 1042 3.50^ 8.070
3 13- a -u 53a 3.$0" 3.00"
MX 001IICTIUUN 'Cs Pm.) I
L/906 MD 3-4 (um IC 31
L= -0.00" D. 10.03" (�V....� )-0.11'•
OM SOMIle
1.0 . iClelretcat 30ft.1s} -i0 { di 0-.1.
T-7 150 103 / 1'A!t(f1.!!!)) {.ss
3.4 1 lli.�Ote�)j/ 1M A. 0.74
se
1.
8.7 130(1.00)/ 011 1.0 0�
7.7 .10 1.00 / AT07 1.10 o.e1
It (0W.(701.)/ TT1q. MIL (SI
251 .103001.11); 17101 1. 00.13
3-4 / All 1.90 0.11
4.0 11q1113; 11 80 0.10
3.7 fi 4.00 e.0
4-7 .117(3.00)/ 1010 .10 LII
-4
TRUSWAL
+�M��i SYSTEMS
R'OWTBathos components Group, in..
mem cow aripto y- Ore"dhabl.. 71076041
TRBSPLOS 0.0 VIM 70.5.14
TC Sat 7775 02
PM ▪ IIA 1iM`.4 � 911 1001
171a dear. dmm a+t eneha too lowg tem
goats wart ...at Tants
Ude. tabling
0000+110Y1r0 ttr 50.0.7 uta aa�3 C 1707
a.4 Aafi/T►I W oI 1. aayatIablo
dos...at.� 10.1007 010-1111.%Meg.,.A
11.4 l.rt`00.I. an. dodoIra dg004 f Mil b.%rr'
▪ 17 mime mea .ta.i.400.
.&Ma.lm Mmes ea *elm tam trim imielle
it .y.yy yw b.ta d.el Aur lode
ndfeml 0 ..ie. 5.1 1 1W +RRfla ..t
eN m£ 050 .N...1 n, 1M•r mt ante
eamtaal.d 0700 temono A tem- leg 0. m
. ehes.lm et Mst e: well mI 41'1..04 1
Mtge anent t(by t.ee�pa0RO aaiitiamf ae.lp
• Id..atlm (by .the•.).
0-
3X5
3-1-8
veal Ft* ANR/RI 1.2007
hbr Calr. Teler.see • 70.0%
1e.r .1. eealgaed nr .. ramp eel.. 07 t:.
Ism, .0 (5...t1.hie .0.A l�Ser *Meae er
a ti J:iet OC 0` ill Meet fbe
0..La Ieuttt.at Tame.* ma
MEI aMIMI I! 110 (9100017! =SWF OR
OPITIRU L001 CA1d.
L.olH go,10 155 aM-eavaaeaaa11 Nal.
4707.01 0RI0a 1010 0101011 [RL1IIu.
pR31 Ter, d • 1.0, 1 a 1.0, to . 1.10
Mao • 10 1.L'
SD pF1oae
/r triMteMetes0demen
ere no UM MT
sette..1 . Hata . rK
10-10-0
8.00
R6X8
001 ISa rSa
3
3X4
0t* rsa1R1 r
41
70X10
fl�
3X4
C1
W:308
R:1042
U:-169
I 1-3-4
13-11-8
3X7 2X3
5 6
7 8
All oonnaetor plates aro ITWEC(0 Wave 20 pa., untese sidedb■'Tr for High Moran 20 go "S3" Ter Sopor
Strength. Plates Ore to he poaalened per hent [Seta]! Raporte. GM1v1ad 99110 and 1a1.. frame plata*
are poattlon.d m shown em. Shin gable stud risks to amid ..heap with aMrotural plates (or slept.).
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
This dodo b for .ry 1.d0.1Msl isdttpaemmra4 net hem tam, a 017 0... Warden •pw1kslaa padded tease m unmet 1unalfamw
tad dome in se:Memnth em.0..050 Milos al til a.4AFPAd.dea 06"40542 Pinl..m.nlHtl( is a..0edlar de.mdm.d remit. aentai ...
=nee be nem.eby 0.• a.mien.nt merehaNwr Mika UM.* Mews film ter...mFan. 1M heedneageee,.mr.l Moeda tool the teal.
Mandan me Mega meet re 0,0.04 a.. Meng enpaM tele pot 1,00400 nee. omits pereee1* 107X.00.0 Th. *ROM ..Menem mar ee laP COW.
IS MOW ba,.d hfSt,eelarmorn*uOing aide* bonsai Med le ahoy Mead lya.Apdd100l.D 1000ld Meet .a.eh.d amlen05000510
naiad, 0041..0 dam *for 61,m0wppml ett*ntiresi5 membam amyt! nada= boldingtape.. Tho came 11•4 shad net be plated ln mO
mehomma 0500*! dim 1M ma55m testes of ilia moil la *11410000011%0.5* tee.. evmtter Plata em./net O.akal.. had., b..1.1
..M brat* UM Mosta semdaeti ft Meade. dcord. Jelin! iMittOUsaflei0.■0004o a n5..t hon Tee1..e, eellm..,
hieSIIIPI 1-, WTCA T -Wood Trees Celled e1 AF.,es SWUM Dots Remen bllaes.StJh00lGC0M.ONENrSAFETY 0IFOR/a*TICer.
moo) and SC915UMMARY SHEETS' try WOCA and TW.Th. To... Pld.10.004. (7901,4004.6 al 210 N Loo Shea 1510312
A*r.1da0.VA 22314. TM Amtd(0. FamalmadMoe. Meed00an(AetA)k lee5.d.11111110 Mad, MN. SWIM. WW.Mnglen, OC 20020,
0-
-4
3X5 TIE
82
W:308
8:839
U:-124
Qty: . 1,A
714• doim 1100 .w 4Mad smel.a .07th
Tor tM11�teg ..bed.le.
aeTrim
TO 00.000" 4. 00- 0 13. 0- 0
0q/.t MAS `
i.S 11.. -nos
2.11
Tamtr... I.1leaaaate tai eb.
0107-0111.0 Igoe Iltotlw
aaag Tnele.ed . Sm. 1 Tarts 1.00
• 1.00
Ti..,r.*...1700.. • Oat >.d Te.e
■ar1iew./ouva Lim a 1t* 0. • C
BM smith • f0.00 0t aldg ohll : Mari tt
ram mar bight • 11.74 f!. q0 • 00
47th 11 Stator! 0.. -..y Oral_ ea • u.0 pot
.tn Mom.
kPa'-rl...aii 0`Im 001.0...rm 0 tloa 1
7.15.001 Am • L1 .4ft
6/22/2012
Camel
001 Drlva,$_5043rtJ0000
D.;ttrs CCK PLC = 28 Wit E0t•
IC Live 40.00 psi
TC Dead 10.00 pm(
BC Live 0.00 pelf
BC Deed 10.00 poi
TOTAL 00.00 pat
BldR Code*IRC-2000
LiveBur I.=1.18 Pa.1.15
Sominmr L=1.15 P=1.15
Rep I1br Bpd / Coop / Teen
1.10 / 1.10 / 1.10
0.C.Spacing 2- 0- 0
DHPL RATIO! 1/240 ICI 1/240,
Job Name: 5043-F
Truss ID: T-GB1
COMM et14m Faaas,
It Ts{ 001 0a
1C IA • .010 *11 AI •!l®
lidNates 4.e. set .ee.est Ihrr 1 *ear
beatApart
0ga�rmsarq '.wt 401.1.eeit1 414 lb a.Tilig Allah,'
000.1191f1.�r10011 706 [tlOrs07tR 10407.4 01
Ladd'ID 119 .
Ladd' ..-fit WA•
41017.03 ANA0.040 141041410241 1e
.0.M01 .1.Cs•1.0.l 1.0.ct.1.10
O 11 .ertiml• era dmitw.4 fee .11.1 iamb
ally telco mad ritier 101.
A(��tmr.�lw) .Mea K beim the tram 4retire
imimatd�! Mm drbl .t t..4.l«.. met
rid aels.
d .1 ted mem ham alt mem
10,2e and awdam Mend. A late
aribterdee lWmete m
ringse �rem1.. allItteed dm
.1
pul
It 4 botte. chard II.e Iota Sur laud
. alit rill. Arm, yrs stamp. a.lee.e. +red
1-7-13 12-0-0
1-7-13 1 3-7-13
I 3-7-13
1 2
4o
01.1mmi per Ie11/lf1 1.1007
OabrleatlesTW0.
roma. 10.0%
1ter8� dm geed Arm r mt. •r Om
Samar of the team lost value +_
SA Car
am
Malete Jahr! DCWWI AMA0w
let
0051411 . 1aaa1 Tolerant .aril
g1C1n10=C 1=15 10.4. Alma mgIna bared se
myymnaa0.7 Ile MS
nd MAMA ma aml 4400{11 la .iutlloale
4000ee04 m 11-1007 550 141-7119.
LOnte r s tett Y rmeldal to weld maraud,
Oared .0 • . sae 7r 1 we. aatmlt7 ..seed
alt 14.0 e. a 11.11 -y4. AAA..4M14...
ip 41rp f 11.441 47.0 • of AAA. AAM seed
K 11 pelf re deN red l0 ear Ism MM.
Matiremita..1 ' ..161 t Bale mid. ne .'0' M
nplem If lbmt.l le .taaraed.
{00 Irdltatee tle r�nstet) I.imal
gonsnle d..liamd ntbers
pe 115 a :t. dam One eh media- 1t
liit*4 2111.1.0.1041. _ t
.f aim 1151 wppllt. 94 01w.er, tar
edam plow awn.1.1. 0/11 04 6 10r
MAIM, fa d 1.tra at,
11lie'1"ttram revamp m/aeata shmtld1.. m
d mlprd .tams. I In to ere trey*
preentAt Maas �lmdrale�atin0gs semen Atm .111 is
menet t* 1.11.2 ei.pls010 1.m..
12-0.0 } 2-0-0
5-7-13 7-7-13
13
4
0
4
2.0-0 12-0.0
9-7-13 11-7-13
10-3-11
5 6
r1
-a
ci
{}
ii
OVER CONTINUOUS SUPPORT
2-3-11
13-11-5
7 aI
1m
o -
100
ci
U
i3-11-9
9 9 10 11 12 `13 1-4�---�15 16
2-3-11
1-7-13 3-7-135-7-13
7-2-07-13 4 9-743 4 11-7-13 1 13-11-8 1
TYPICAL PLATE :2X3
All 0annoeter platen are ITWBCG Wave 20 ga., unhasud*4 by 14. for Mott Dt angeh 20 gel "SS' for Super
Strength. Plate. are to ba sition,d per Join Oa0t1 Rt�p.orte. Mond plans and rest hens plebes
aro positioned as shown nen. shill gable stud prates Eel avoid Overlap with structural Fleas (orftapIll.
2 -
Qty_ Xa,
my fete D..4 .. Aced rattled milled
p.r tee1pia.lg .r1.de e.
am 0.0.
Is
IC
mar 1- 0- 0 13- 0. 0
TW. -rile. Aa • fired miry As
664071ff�107-a 01.1 0P•1 t71etier1.e ti
7ra0s�laea.it r ry} Atter - 1.00
i.erleam/0em LI.. • 6. Col w f
1160 10014 10.00 !1 0100 111144W .. 60.00 h
erd
A0*00 XI 10 7411 � 144 lead 12.0 pelt
oro -v oh . In Nei Free liertstia< 0)140
tonneau and l
Tallman.; Atm b mark
•••Tramlbr of dl/pbr.za loada by
bending doalt sur.•••
WI west be braced to menet
h b, . etratt. t4mlgwed by .tbwl
serer to apprepr std 9.1.10 web bra.lar
detail fbr bracing gable vertical. aa!
. plifc renetlm..
612212012
TRUSWAL
N7C7Pc71 SYSTEMS
OW Bonding Campensnte Group, tele,
002014 Mae Miley. t,.ndPad*, 1140%0
TBDSPLUR 0.0 VERs 10•5.14
Y!IARNIiif 67 Read all notes on this sheet and give a copy of it to the Erecting Contractor.
THa d400011ta.n..d40ua1 twangsemyeeanE00110wo*00411. Alas Cm IAA an Iptdandk esrmal1Ia7 Uva component naalhalerd
ad dee. In atter- yen .10. On mewl maims el 101 maAPPAN11p. samaras. He empamblx/b .01404400 eldtanld mammy. oee.adens
10.1.14141.4 bo'b.1..41l*4 1.401141, ander SOMA Mylar. adwwabdaaaa.. The hulklagratdinit mast mentaw Strew Ism*
▪ 1044.40901100000010104 Ik 10110011g000p1.Od by 01.1.0.110014.. .04. 00? 011 p.00.110419.40.1as..1 n..Atka mammy emmala.Add
11101.Mf"mud *7 Me motor 0eo.a0440,0male betters d.adb leanly bnesd to a WSW ahttednTna[tda a.empf.lat sd a0love aliora..
"AO IMAM"slaenla en pard AMA ar00npin.damemb.n 0041. ndue. Adds*baph. TPA terentin Asa 1014. pbaaM any
. nelemme -pat sal CNA the radars. samara al1Mmeed bememd 1171 ander ems Ammar pale amed00. 141. t Imide, MAO
and brae. Ode 4101 lo abeardmee 1Ma ted [okras, .d1; J4at mtl CAA CAW 'APIA' AAA.** AAA lean Tmm4malerwn.
/1490101 t; WTCA r • Wand Tsai Carnal el Amtrak lIl dndOtdpl Rm.p14b011et, MAMA GGVO0HENT 2ArelY pIFonme T10N-
(BC511.0921 $I91fh1e1A10Y 11291120 bAAMA Ad 101. The Teas Pin Irian mgis leased is 21014, Lee Sweet 101. 312.
Anwell.. VA 22314, Annan Pang sad Pant Asamni1.04AFAA1 h located al 1T111et 910,1, MN, 514000, W d4Opan, pC Zdot6.
Oasts
WO: Drive Sj048rtj.0000
Deer: COK 01.0 15
AT: 04*
TC Live
TC lewd
8C Lippe
RC Deed
TOTAL
40.00 per
10.00 par
0.00 per
10.00 pelf
00.00 per
Bldg CodetIRC-2000
LiveDar 1x1.15 P41.15
Slla.Dar L..I.15 PeL.1s
Rep Or Rid / Comp / Tete
1.10/1-10/1.10
0.C.Specing 8- 0- 0
_DEM RATIO: L/840 TCI L/240
O$ °
°° 2143
111
a il 4 J 10'4194
ftri..../121.-..1!
• a 31
0
to
Job Name: 5043-F
0,
�N
N
I
CN r
o o
m3ie
11
ce
ggkii
Truss ID: T -F
Job Name: 5043-F
s e1. 01
ggip i1
Eporript
axe a �s
1.1.195 gel 4grin
e.
N
1
N
DER RATIO L/240 TC: L/Z461
1-
Job Name: 5043-F
Truss ID: T -G
QV: IC La
ORS x -LOC OBACB 9222 RIVD
1 0- 1-12 1120 3.50^ 1.03"
a 13. 7.12 WED 3.80^ 3.60"
1101 0IPLECTIO0 (spew) r
swift 1118 3•1 (1275) LC 21
�. -0.11^ 0..0.05" 7= 0.10^
asalacts ]05401 1211* (((]p�3)
0 m133(1.01) 0.17
3-1 .15MITT' 137 1.10 0.41
it 1010. / 1171,.
!-0 -70 1.00 / 1.140
0-7 .41.003 F 1R1.115
Ii COb.(lva.)/ Toes.
4.7 I 0I 1.16
110 L -11021 / 370 1.10
0.1 .010.13/ Irt.4.
3-0 -Tar 1.1 / 101 9.00
I_40 .101 1. / 110E 1.10
1-i 413 1.11 / 1 1.10
-NM -t 1.00 / 1401 1.1
oI
0.42
0.13
C/Y
9.290.13
0.0$
0.10
0.40
0.10
0,77
214
TRUSWAL
IC7S741 SYSTEMS
/TOW BuI1dIn0 Coloponrlds Group, Inc.
2010N. Orr.r3WPAwy, 01.14 raolw17X TWO
TROSPLBS 0.0 111711 T6.5.14
IAC 1.4 res pE
III 171 2wff
2:44 A0 91911
b
l..w design
4s *dnet et ws .werteeCllr .. 1dlw
Oea1.d . owe seemed it tile. q
liC/ISC t... plate ..l.es 1st %seed est
teael4 asp 890. i14214 bT 1703
444 1701/171 r.4 .re l..r. 1.61a
p
d..ww* ts 11.1007 112s
0 y wee eri..be provided to ...IA .4..434;.
lei ...bolo ert *.i;..14 11w w1.1 1....I.
1y anew* ..1M .16..11...
(kte...11esss01100 . belewrtp . I.w.i tel.
1dia,iii reit. Mori 'Cr 1led..ry4iad .!
104 eel .£ eer a4.ew!w here ..k hes
e.w 1ee44 obvert. A 4.1p.1a; t. a.
.1511w seaa�rte4 wall Errata a
hint elrees kl:t e'e4nlra ..liIt1...I dw1>r,
eswkd.r.k es (by .[sen),
4.00
2X4
B1
W:308
8:820
U-117
P-10-1'
i 2
R6XB
Dna urd per 4071/171 1.1211
trbrlotlw 7blara... 30.01
1earl.1r dw*l;.ed ear .e was osl...r iM
lesser .2 the trw ce.ed 1..b.. 'doe .r
171 tar .11 bes.lap_
1.f . t. Joke SpCC De7.11 !Stet fir
rasa b.Mfleul 7bl1....e nal
1013 Dinar 13 191 14100121114173* 27
MOM 1010 CAf07.
LoaSed U.
0 7.02 MR: 103 1 t7RitrIt1St r....es.cyrrek a.
00 131 p.£. tr .1.0.1 1.e. etta. 1.10
1. wu pwe�4444c rrvn0.11114.=1Z1
n,tet.1 nor
12.10.13
4631
1 11
1795
3
2X4
4
10X10
7571 eta IV
4(
6
15
1121
4X10 2X3
13-9-8
6
All 31rrngth.olor plates Plates ere to�04 ppeeee lonedamperOJoint 0011140004,3.. Circ d pls preceded by -re ies.0M tomes frame Oahu. tor 9"Per
are preloaded .9 100.11 above. SM11 gable stud plates to avoid overlap 14115 structural pates (0r staple).
7
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
114. *do Is ver we 0,0.44.4 bvlldh.pomaen..t net burs eaten. abaleen bared en 101401 eos prodded by Me ...NNW 9011.1.1 elN
*weenie .teadae.wed. the emeltT.af... .f 710 444MPwdld4n N.ed.ds. 04, C* arl*lll.h all..ed fordm.e4es4 .4wree7. 01..n11we
are to Si ralp.d by 0s eanea.I1.d m.mde/MVr talar 11104.4 dlprn PlO. N hdp4on. 16. 0.4433 4rO0yr nal ..Meth that Ire I.4.
'4 .d en 0. drafts ...Nat .o..d 16. Wanglmpar.d by Ow lead avedeoceer and era 40.011.. weed.. The *Ow .d..=.. 0110,.7dp.hd.d
1.40.4ir bym. mdapear 4e4N.4.14406e11ae ahad 0W►.by .nd bv. Odd .O..dindmaN41dn01Halladeed. r4naOwe.
Wed, *.edrp4uem l.Iw Ileal *Mewl el 1aapeMeamembe? oak le *Me brddsclI nOlr. 1hywm0eard491 not be placed In awry
411.0.04.4410earalane De 1Nda.1.4e4td the weed to.10..d19% eneleroew*esm,e.tm41N. ce,ad.n. Feh]..l.,6ande, irNed
2nd brae.041 eweIe.C..rd.e..ash The 4)oedepalnn4.n<s:'MO vi4011 gOHel Rspodo ...able es woks! be., Tn .&saftme,
'ANSIITPI1'. WTCA l'-W.1d hv.e 300404 arAmara 11...1.1 Outgo Rucen4lIl ..,10J1O4N1 COMPONFNTSAFOT' MFOR11AT10)7.
RCM ted11C01011110A11 SHEETS' bTWICA adTit The P14. tmabd/ (Me I.eaed 01210 R.La SUMS Sas 312
Ntnn4A4 VA 21)14, She Medan Aare orb Arte Asseda1en 01FPAI Is !waled .1111 101510.4.004.700 000. Wr ksden, OC 10018,
1-11-0
2 -
0-9-4
3X5 TIE
B2
W:308
R:829
U:-117
Ill. 4etp hared w chord herein applied
par th. Miran 012.4.ier
TO dAC" 1'10 0 13- a- 1
Ivli1s a61rrl00c13 e
1,701 ratlPl ` 0..Rlld
This [star it 9444491 eelsg to.
imams rid Verification
Blas 0..re.oI . Yea. taper 1..t.. . 1.00
Trove leatiw . Ohl Zed Moor
71.rr1aw/O...e L1w . r. [ C
nm 11.015 40.00 l. 0ip0 .Mrs 0 0.90 !t
,I{{l0iee.(i..,.,r 3btk.1I.b0.td ptll.iwtwftt. oat i..d10 ISA
r
0..1;..ed . il.l^ 01.0 wire, iaTi lot..a sy.te. e
. 7e.-rlw nmiCe.p••.•t..nd el.4deq
telbota.7 Aram 1 Et welt
SHIP
612212012
Cast1
501 Drive 5_1043r03i0000
pager COB •LC = 25
Wit 5740
TC Live 40.00 par
TC 9ead 10.00 paF
BC Live 0.00 par
BC Read 10.08 par
TOTAL 80.00 par
B 15a Cede1I05-2008
L2reDar L=1.15 7=1.15
SOOWDar L..1.15 P=i.12
Rep lobe Bad / Comp /Teas
1.10 / 1.10 / 1.10
0.C.Speeiag 2- 0- 0
DI+IFL BAUI01 L/290 ICT L/L90
Job Name: 5043-F
Truss ID: T-GB2
QtY:
tnllS011113701b 3113'3.
RAo Sall ab
VC EII
Till* NN
demise at sot fee 1 t�
Cl.. eepN
wat boding (aero.?. bbelfilm
ate)rwic eget merest for elle.
TM DOM 1S TIC 001000Th elf 00
01eih110 110M CALM.
I01d0 Or i0 111 een.t.etwever ROLL.
*000001.01 PW, 10t0 000300 03710110.7
PRAM0. anft!, Ce " 0.0.0.1.0, to . 1.10
PM vestleele ere d.elg0ve fee ..lel I..I.
eely Mese .eked eth.fetet,
0tt..eler Awe wit held the treee prwtllo
01=1
1r ) i$r1 boa Mk eat tewb
+.41owl a +NM. Mrselocs 7woe t bi i.4 ei
eb. owl et tae eetMo m.. here me ot
erari/ere4 *dors town. $ deep -t to m
stionde• 0Mera
oomelfo"n .0►rw ltIt0e.tMeliaemeldeniele
*dewes �beet OUT �
.0. tele !eros. per111C
.o. a reeaele ter
tele. with 11 1t.* etoowpw.
1-10-2 { 2-0-0
1-10-2 1 340-2
II_ 1-10-2 I
ii 2
9.00
R4X6
2-04
5-10-2
3
iso 1x0
bulged per 032711P1 11.-t097
h►riwtlw Ale.... w 00.00
Merlrp 4eeieed Per .e Igen ale .! the
Imam .r the tram Noel *Moo edw ae
373 I r ell trrlegr
ROM p ,).lee 0L [Mall Diet for
Ihilww 0000014.01 Telefon:. seed
IPC/Ig teem *lata wrlep nee based ea
itestiat
RA M IMI 1a�trsev
Nce.e to 00.1He 1103
r 107+fa-11l1
*sleep wet be prrrl/e0 b .v.00 polis..
Coble verticals ere h e .t► .eeslel .feeei
st MA ^ e,e. r0ew. /Mei Molotov.
Tel wtr.ds4./ a of eultbre tw.4
.0 40 par e. le./ e�l 00 r bawd lead.
hldltl..ai tit etwldewtltw eq be
1.0e.e1.0/ Or ateattl to ttachee.
reheat.. the lir let-erareerni.t 11irslpedby >
pes�ltttole N tie pew of the wester et
0. Ieterv.l.. Thus reehllat le • rear t
4f .1. Ltdqp lktl b h
*.tel Ie. been
T ePreeso .bred tm.)tte.l .to Mmt. M
Thi• *sell modem .*willed to elm tr. s
&re pt4 t�re o000.*....wstire: a elm Rewe
tort peo,NJ m essi cl- M ebb. In
tie Rewe. pp eel batt!;' elder rail
110011 1. tenet 4Iephrepe 1.01.
2-04 { 2-0-0 J 2-0-0
7-10-2 i 9-10-2 11-10-2
11-11-6
4 5 6
rs37 tea /TM
{ 1-11-8
13-9--6
7
sa_
51
U
U-
0
ty
a
r3
10
2-0-0
3-10-2
TYPICAL PLATE : 2X.3
11
20-0
5-10-2
OVER CONTINUOUS SUPPORT
13-9-8
12
2-0-0
7-10-2
13
` 2-0-0
l 9-10-2
19
12-0-0
11-10.2
AR connector Odes are I11V8CC Wave 29 se., onto.. paraded by "N'- 70106010 Strength 20 g pyl 'SSSS" (.0 Sopor
Strength.
shiervbeeppoveMmd par,le+tntDetail paweatow�with ss>bvet eeeei pleat jar staple).
Wove. $Mlt gaol* 0001* 1
15 16
! 1-11-6
113-9-8
Ibis ieelse impel w els.i Modes *print
per the ibilemes emoteim
I�C 04,00' 3°.*. I 11- C- 0
ThI, tre.. le 4eelel ..leg *
i.0y3e �111*a0..e041 3poe tleat1.. tosa iMd.r
Trio ..10e.a�.
rote es..lOew.. Ltw 001 00. g
0... 1�w�} •aa O ift. 311 TO h
gem awl bl ft R,
010 II 0,0.ri DM/ Gel r tete far
L- IZ -ir M eel lt.M Te.ei fleel0HRL irate.
0.10a.e0+..0 1*.. - Re este a .st N
p+ ! f be Meted einem
iml bete... b L.ed N
:eh wg a tee exeae r lateete tele.
*demehose itt.ie ma ted N tier inaa
efe 0. .l molted b taw arts
teed tie ie. support eel v.rtiol
teed ra
•••Trenefler of dteepbrapt healm by
beallding*rebase. ••'
call root to teemed to. provost
11.01 a[lnet:. (deetiaal by ethtta)
Teter to eppropri0te vita web waging
**tell fee braving gable reatic.le ad
erCTft ra.oclwe+.
6122/2012
TRUSWAL
Eg:=23 SYSTEMS
IrVe euden7 component. stoup, ens.
Meet 0 11 S W Pr 0y. 9e.n d Polite 7x70000
11959LIIS 8.0 Mt le. 5.14
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
7000 dedae h feria Ontlrfputl 0040.3'100000erl melwoo-tient. Rhes Otey Modem.pem0000.rf nodded dram Wme0meri111001.10 r.
end einem .00.00.00 lootoeweeeweene se 7001* AOPA deeepn ehMad0 NarespeeIlOM3 h ewnawe4ler dheemlosel .etmty, ilmemlerre
.1.100.000.0100.30100000010.0.01100100. W.P.M.'S by arbor bolding NM07erbO*le eariod0n. The Mu0angdWpOO fool median MIIha Md.
oR00dml Os swum maim mimeo. 1esaosiomPtese ikM MR Mall banana code rodlao 0•dcvh madtalem 7N. MAW eammf ie10100
h WOW by 0n rrerar tlewoh. *oldie 040e loam chortle heed!' Mere bye eydrhp/dne materiel 6lecat Machell dobe 0th ,eta•
bald. 0,01003*Mob+. Ebr IN.deupptel deo ep0.ala omelets l3' 0.01101 backing0.14h. ThlsmapeecedMed est he MOM tn .e7
entreran$os0mtne0eweanennemereeteMeten weente.Rrt0 test mMa100.t earetta. 1ehetwo lei febtIe de.Mndh. 0.1001
end boom Me tees% 0cseemrteavONeTO 000mdahlhem sde::hbh *MtMt looOatdRa.MM e.sitlhb t. Wed trim Tim* e em*,
'101a01P17: 117t3 T -wood Taw cokeun etAnode* alnd.f4Osiyn Rnpeee100000.9114DhoacomPONItt3AFE7vbCCORmAil9Tr.
laps .ed VCR/ 1RI1Mfr00 stars ie wirer and 710 lbs Ina. 07,11 roNobo OMOa roofed 710 it Lee ChM atilt RIZ
0her.mft 10.12301. Th. Mewdeee Prowl end Pepe Mnee0Wa1N 00411 heated a1 IA11 10 tam& Mg. ghdeh. Weehopos, 00 Ti038.
Cast:
WOs Oriee_S SO43rk./a0000
Down Ca Atir a 35
R1 t 0000
IC Live
IC Deed
BC Line
SC Dead
TOTAL
40.00 psi'
19.08 psf
0.00 pet
10.00 par
00.00 pot' .
01141 CodelI8C-2000
LivtDor %1.18 7.1.15
SosoDur 1..1.15 P.1.15
Rep ifbr Bad / Comp / Teea
1.10/1.10 /1.50
O.C.Speelas 8- 0- 9
LD$PL RAT103 L/240 TCI 6/240
Truss ID: G -A
Job Name: 5043-F
4 Et
•i d�
i
I frH
elj Jij1ib
L11-01 gel
:L° vS
snag.
q
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tv
1j. 4k1
tar Pair
1.za
44
E005 Ent
sea evesLit e4siiin! pHEiri 10.4x222 022,12
Nro
Z
Hi
F
m
N
w
N
C
N_
e
Y
01
A t 441
SS 88
O m
Mdg_CodedSC-2096
u
z
s
U
C
tEtC.
is i 1
e 1.11- t!IIIIIIIN,
Ivilinffit
Tth M z i� 2 n
iii
s
iTi'ifill!
L1I
cy €l!8p1 1 11-
If
guff€ludik
ccp211 WO
;Zits€si
i%1Pkibi $�
b ■
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Iii
' 1121€. 11 fl
g
<w q..4
ce pc!
p
L m
OC m
a
m
9
CD
D
U)
M
Job Name: 50
eNg 1311
i2 elf
CrOln
18 1611 0i1: /111;i y a~ o�-`o-z
.,stOla ae i11, 281 �51 12211
53 S41 41 r FsF
41,e114012:0:1ipsh Foe s�-z
WO EiEF by Bis j
htlkir%rdiff!sste.3zE � i ooze
�Y /[ �M�4V �y
0.0-04
at -8
oin
0-0-Z
0.0-6
0�'-0$
� N
o?
wl
N
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a
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TYPICAL PLATE : 2X3
0
Job Name: 5043-F
Truss ID: P -A
1110 1-100 1H4C1 8121 ARQ10
I 0. 1-13 045 3.00" 1.30*
3 0- 1- 0 306 3.00" 1.300
MAX Dreisent 1 (.pr)1
1/310 1111 1-3 (i LC 33
4 -0.00" 0. 0.10" Tr -0,31"
40113CA61105at 10551 (➢li )
aC C°114114%
)/ (1330( 13) .01
H-0 •17 1.13 / 91 11.)O.p
a!: 3(1./0)1 11:014
1.4
I1 baa• (011)3 "11;8114 Om
TRUSWAL
1'74.71 SYSTEMS
/3"1011 Building Componddts Group. In..
702a7( 4370.10SWP%ay. Grand Prude., TX Mala
TRUMAN 6.0 VII. 56.5.14
TC 11•1 502 /2
IC On Off IL
tIVi,i. 41110 . Off MD
07 .ascan 00r Ire..,0 tn..
sena 1.r..47.( 1•.41.0 ( ). 101141..11
7�.t�.er ...t .• ....t ear"ta4..
®IWIM UM. COIQ011Y11mtlII or
Una' 1 19 011 ..a•teatmt..0t 701.
*4(67.515 0101 19111 1111191 C17 1135.
p�
11#n G• 1.0. 3 - 1.0, et a 1.11
Perk NT
AO f baaatt51 �0ar.01 Ova Ind 301 star Craft
attic; .171. I1.itad names. aril=Iry.r fa Ar
i
2 -11
010
11.1.0.74 per 311111141 1.1107
O.1lutlrn Tellrs 77 se.
�ort
B*091140.
.� ..
lane.. .4 ttM� .�w.a I 001 v [
vilteor
aM
370 far III 1..(4.00.
tNar b lsl.t OC 110(.31 sa•et sar
Ifd.t. nntIno1 ..Inures wM
102/112 treat plot. ..Ines .re lasts p
o0t1q 0eT app0 . as lard by 1SC 1790
31/
weft *041113 11ft are tanned la an11.411a
er.:ale 0 0-111.1.4 lits
Ms arrtlala .n oda/ann. 1.017071/ann. 003.1 4004•
any y.l.1r 11tH 7 loP.l.e.
Tref
sits rnno 31 low 0.14.5.1 .reftir
4.45.05.1 wiy. 04.110.(+4 117.1410 .1.430' at
Iia tr.../1m7eaasaa..ala.la
.
Anme eA way
w.e1t00 Wnpes4neetre t[kat revile.•4911191•991 . .
.n3
7.
9e.9d4a.9tl.. (by enter1.
2
4.00
2-4-11
81
Wao8
LI: -178
1-10-2
G-2-0
3
AO connector pintas an ITWOCC Wave 20 gs„ unless .(0404 byy' W' for HIyh Wendt 20 1s "SS" for Soper
Strength. pales sotto be positioned per ,Mint Delos eds. Caroled plates and Mao frame pales
ap posltlonod as shown above. Shift gable stud plebs o avoid ovaAap with ltnmhlral plata' (or stspto).
4.1
82
*200
8:366
U:-118
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
THad.tyn1 40r..11d707701 luldeo 01o90471001901$ay110L ••••••abobedantoselgudrovi padded by 0n .anper0A 10004.4000
104 den Pa neo 4Me• •00111.0W1M1 veftlettd 7P1.MAFPA loran Wadnd.. 1.. n.penially 11mann 110. d.anden4.eeurlo. Ofm1n110n0
en 17 ea Wan 119 p.. 0MgMn10101071ae0A0 neat 'dedng4Od1ner plsle 4161e.1.0. %It b.44•94o00.. mast 0110664 fat 4.e I0a
naiad=lbh dap.. mar 0. •791,14 110 1 0100te10n0by 9.1990 9911699 in an pang& .atene1. tin. dnlpa ann. 1194 IP* tap 11004
b Moo* blood by U. met 00 Goof sheathing MO Me bosom shoot II NI.n90 bleed toe 1ddsben W.gmatted dumb atboh04. mala 01.115'0
1ral.d. Enna; nen. h la. M6I1rop01d 94pon me marcher. 00100ledge. bunting Ian" T 1. eaaparand1p1.0451 paten in 1.7
•minime0t U117.t1011w the masts. WOWS 4 Um wood t4noted 19%.7140 71007 7//71010 dab 400eehy 111rlesto. bombe. Men
n4Inn •tar Don M et4elda0ea 741, 11* tebooln51101A1d2'.1drA snd Cubing WA R.p .W evadable 0 74110(10. 11010•01ewlla.
74400731 t; WTCA t•. Wood Tour Cason et Amman St..40d Deep it.otooStOlosBtAdAte C05#OOIDI7 SAFETY 101011M07100(
1/049099 WC41410,1MW(7 SHEETS l0'YWCA . erin.7h0Taut. PI.L loam. 'sheeted 47111, L0. Sind ltd. 312,
0..x1440. VA 2231t. T1a0.n.krn Finaalend Piper M.od.000 pVPA1a%ta0d .11111 .91h 4504HW. 010100. We007 40 DC 20033.
-12
SHIP
QV: yt aLf
1101(0! blie 1-1700A[s) Il I
1.ppnn CSC 1304 Pin -111.4-11104
min
0010o01A1 -111t010(111Ni1[i])l
1.
-1p.rt; 7 In lb
Ills 07107. la 40/1210.7t44 gulag dm
1�.2r 01 11.1 Ipccltla.tlw
Ten 1171.104 - Tu a 1.0(07 • 1.00
Ten. 7.1011(70- 0.1 fnl 1...
01
1.100.001
.7..11100 . 1.
Tbrls1 .7Lb11.1y�yy
1Li miota 1•1-I0L0lRRiI IR1d.pN2fpkah1.0
41CP 11 sarl1A
Dew/41W4 n 1040 13!:rit:::71.0a00.N767 0.
(.01C0+
f.0L
1100
b
011
Cawtl
NOt B*'ive_S 5043rt_L5000
Degert C01( #1.0 a 37
wr: us
TC Live
TC Dead
BC Live
HC Dead
TOTAL
40.00 psr
I0.00 per
0.00 per
10.00 pmt'
00.00 per
Bldg CodetIRC-2000
Livelow La1.15 1.1.15
Snewllur 1n1.15 1.1.15
Rep Mr Had / Comp / Tme
1.15 / 1.10 / 3.10
0.C.Speeipg 2. 0- 0
DHEL RATIO: 1/240 ICs L/240
Job Name: 5043-F
Truss ID: P -GB
NEE X -LOC UAC! 9126 urn
1 0- 3-13 311 3.50" 1.50"
2 0- 1- 0 33.�))
499 3.00" 1.50^
O 42 1/'4053 2 (.f(LIVE)AC 20
L. -0.10" Da .0.40"
t TIIrAL =11�11tl0r0e)nn, ( 31
1a 7%S(Q.11%$/ 11 lL01)) 0411.01
3 aN [1.00)(-giU•00) 0.00
s 4"jr4.is)/ *11(1.10) 0.30
Doi 1 til
Awn 0.00
1®
TRUSWAL
SZKeSZI SYSTEMS
Brew 5didln0 Comport mos Group, 01e.
20733. emir 1W Plwy. anmdPraOi.. )X71050
/WWI 1S 0.0 VU. T0.5.11
K 244 Pnno Pf 0¢10111010
O ▪ M 1I1 M MI
10109
(varier 8.01..4 lar a Weep .woe wow er the
.r e0. Irma deed l vane er
m 4.r all ytrlej..
a
1000 to J.t 0C Detail Novae Per
/Wean! Poem T.1.r.0e. aced
111/0C t010 pinto '.0m. .re non n
1.0Hutltt en .5351..1 •. t�.1.by ill 1707
400 motors of are re.mr[14 i4 L minion
donned se 14.1307 del 130.111!.
Calif vertical. sea De 4 well .eteeje1 .10.4.4
et 21.0 ^ ,. alter e100.
morn 44M
Ter Mod
1Yn 20.0 • .r vaned load
et 40 pre 11w 1.4 994 10 worye dead Levi.
440111...1 00.1¢ sew14ereilowe ..y ie
aa..tet,t Ir .1e0toi 10 .ttwead.
1•) ledlptn ti. wird0tet 1►r intend
eleltre0.i (Abates( 0y *then])
.t�yw/Feeler tie plea* el' d
el' tire at
4S' 1.t0.ytla. 101a restraint la a remelt
or wind lead eppllsal a rebvr. rddatier
er1.1 plea Ye..3 e(). 3. 0r toDM far
pv.per a.3.traes m1arte4 0.1.0.0 0..1.0100.
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DARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Thor dodprla per .,o04d, 11030noomp.mrt net huts ertlem. Mono loot., *3 41.44.0 p"r14.4beide clmpanenf .enefnno
0.4 Amin mono Wm On non 000.. of Mend AMA drApn •bndldi. Flo ..wo'.a Rah Newest lor de ersaae.I.40.'.rr. 01000010"0
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Alrac41,VA Fiat. '100Moto Poen and P.p.,A.bdna.OIAFPA)0longs 111111194 Stott NOL 011000, W91109009. OC 20071.
Qty: *.g
MITT AMILITI
Soyyro no "rine s..-4004
•209
I ii
Remora:t IutcrrimPl I
ni !ere t• 4401 a --.d77 train the
Dig 0.04.4 Ian 101 TTo. = tt r.et.r • 1.00
Tae.. 111.tlei a lei 7.0.
Terrier••/Otow the w M low Cotner,. C
Elft week 00.90 rt 142 01410. 40.0* 1!
NNio.7 or b AIO - 10.+, n. moi 00 10.0 P•f
OwFaro4 1 bf 11b40t") 1d.1.t1 17:1»
• lar -eta■ ad Ceepa.ea ew 01044113
7rlbetery Area . A7 wet
••'Tra.nr of di.pbnp leads by
beildi dfdaw.r.••^
0.11 .met 1. brood to prevent
51ge 01 00. (datp't4 by *non)
Helier 1. eypreprlatr 1..610 on Wenn
detail the brci0= one tertian and
.pIINI rt.Otl.a.
6122120/2
assts.
1100 Drlve_S_9043rt_L0000
bsgarf CCR 911
•
a* WI'r 329
TC Live
TC Dead
DC Live
SC Dead
TOTAL
40.00 pof
10.00 pal
0.00 paf
10.00 psi
00.00 psi'
LDldg Code:IRC-2000
LiveDer L:1.70 P4 -ID
9trowner Lv1.15 P.1.15
Rep Mbr Dud / Coup / Tees
1.15 / 1.10 / 1.10
0.C.Spaeizg 2- 0- 0
DER RATIO: L/E40 Tts E/240
MIN. 2) 12d NAILS
TOE -NAIL TRUSS TO TOP PLATE
ONE ca. SIDE
WARDCRAFT HOMES, INC.
FORT MORGAN, CO
STD. TRUSS TO UNION
WALL FASTENING
TYP. TRUSS to
MARRIAGE WALL
DRN. BY: CGK
REV. BY: XXX
SCALE: N.T.S.
DRAWN: 2-8-2011
REV: 00-00-00
BEAM
/i114116,
TRUSS
PURLIN (TYP.)
001 4
HANGER (SIZED FOR LOAD)
PURLIN (TYP.)
TRUSS
ALT. TRUSS TO UNION
BEAM FASTENING
BEAM
MINA) 12d NAILS
TOE -NAIL TRUSS TO TOP ELATE
TWO ca. SIDE
STD. TRUSS TO UNION
BEAM FASTENING
4D CR4
BY
DATI;
APPROVED
WARDCRAFT HOMES, INC.
FORT MORGAN, CO
2x4 PURLINS
rsa
TYP. TRUSS CONNECTION
AT MARRIAGE WALL
DRN. BY: CCK
REV. BY: XXX
SCALE: N.T.S.
DRAWN: 242011
REV: 00-00-00
"SIMPSON" LSTA9 w/8 10d NAILS
@ 4'-O" o.c. MAX.
TRUSS
2) LAYERS OF
%6" O.S.B.
TRUSS
MODULAR UNIT ROOF CONNECTION @ MARRIAGE WALL
TRUNCATED ROOF - SPLIT CONSTRUCTION
4-p P4
4,P0ME
@
BY
DATE
APPROVED
WARDCRAFT HOMES, INC.
FORT MORGAN, CO
�'ri. ���� MIN. 2) 12dNAILS
1 TUE-NAIL TRUSS TO TOP PLATE
Piiiippw.�ONE ee. S[DE
1� �if i40,
TRUSS
"SIMPSON" 112.5 (or equal)
EVERY OTHER TRUSS
STD. TRUSS TO EXTERIOR WALL
FASTENING (< 110 M.P.H.)
TYP. TRUSS to
EXTERIOR WALL
DRN. BY: CGK
REV. BY: XXX
SCALE: N.T.S.
DRAWN: 2-8-2011
REV: 00-00-00
TRUSS
MIN. 2 12d NAILS
TOE -NAIL TRUSS TO TOP PLATE
ONE ea. SIDE
PPP.
11
� r i
"SIMPSON" H2.5 (or equal)
EVERY TRUSS
STD. TRUSS TO EXTERIOR WALL
FASTENING (110 M.P.H. & ABOVE)
4t C
MF j,
RY
DATE
APPROVED
Project Title, Mills
Energy Code:
Location:
Construction Type:
Glazing Area Percentage:
Heating Degree Days:
Climate Zone:
Construction Site:
REScheck Software Version 4.4.3
Compliance Certificate
2009 IECC
De Segue, Colorado
Single Family
16%
5927
5
Owner/Agent:
J.P. Construction
Designer/Contractor:
Chuck Krueger
Wardcraft Homes
Ft. Morgan, CO 80701
Compliance: Passes using UA trade-off
Compliance: 10.7% Better Than Code Maximum UA: 298 Your UA: 266
The % Better or worse Than Code index reflects how close to compliance the house Is based on code trade-off rules.
It DOES NOT provide an estmale of energy use or cost relative to a minimum -code home.
Assembly
Gross Cavity
Area or R -Value
Perimeter
Cont.
R -Value
Glazing UA
or Door
U -Factor
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o.c.
Window 1: Vinyl Frame:Double Pane with Low -E
Door 1: Glass
Door 2: Solid
Door 3: Solid
Basement Wall 1: Solid Concrete or Masonry
Wail height: 9.0'
Depth below grade: 8.8'
Insulation depth: 9.0'
Window 2: Vinyl Frame:Double Pane with Low -E
1400
1550
170
21
21
21
1404
64
50.0
23.0
13.0
0.0
0.0
0.0
0.320
0.340
0.170
0.160
0.320
36
72
54
7
4
3
70
20
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in
REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Signature
Date
Project Title: Mills Report date: 06/22/12
Data filename: Untitied.rck Page 1 of 1
Load Short Form
Entire House
Job: 5043-F
Date: Jun 04, 2012
By:
Project Information
For: Mills
Design Information
Outside db (°F)
Inside db (°F)
Design TD (°F)
Daily range
Inside humidity (%)
Moisture difference (gr/lb)
Htg
12
68
56
50
51
Clg
95
75
20
H
50
-36
Method
Construction quality
Fireplaces
Infiltration
Simplified
Semi -tight
1 (Average)
HEATING EQUIPMENT
Make Lennox
Trade MERIT 90
Model ML193UH070XP36B-*
AHRI ref no4792133
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
93 A FUE
66000 Btuh
62000 Btuh
64 °F
1045 cfm
0.055 cfm/Btuh
0.50 in H2O
Make
Trade
Cond
Coil
COOLING EQUIPMENT
Lennox
14ACX SERIES
14ACX-024-230-10
CX34-18/24++TDR
AHRI ref no3206068
Efficiency 11.0
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
EER, 13SEER
15820 Btuh
6780 Btuh
22600 Btuh
1045 cfm
0.073 cfm/Btuh
0.50 in H2O
0.98
ROOM NAME
19096
Area
(ft2)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVE
(cfm)
Clg AVF
(cfm)
Basement
1400
7014
1990
384
145
Bedroom 1
250
2515
2441
138
178
WIC
72
322
131
18
10
Bath 2
140
1448
828
79
61
Laundry
149
1684
939
92
69
Bath 1
45
0
0
0
0
GR/KIT/Foyer
745
6112
7970
334
582
Entire House d
2800
19096
14298
1045
1045
Other equip loads
0
0
Equip. @ 1.00 RSM
14270
Latent cooling
221
rr rAI r
nounAAfI
.I
AnAc
AAAI
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
Right -Suite® Universal 8.0.24 R5000511
S:1-Houses15000 Houses55043 Mills111-Draffng Files\504S-Frup Calc = MJ8 Front Door faces: N
2012 -Jun -04 1212:22
Page 1
Building Analysis
Entire House
Job: 5043-F
Date: Jun 04, 2012
By:
Pro'ect Information
For:
Mills
Desi' n Conditions
Location:
Grand Junction Walker Field, CO, US
Elevation: 4839 ft
Latitude: 39°N
Outdoor:
ng
bulb (°F) Heating
Dry
Daily range °F)
Wet bulb CF)
Wind speed (mph)
15.0
Cooling
95
28 (H)
61
7.5
Indoor: Heating
Indoor temperature (°F) 68
Design TD (°F) 56
Relative humidity (%) 50
Moisture difference (gr/lb) 51.5
Infiltration:
Method
Construction quality
Fireplaces
Simplified
Semi -tight
1 (Average)
Cooling
75
20
50
-36.0
Component
Btuh/ft'
Btuh
%
Wad Is
2.5
6673
Glazing
18.0
4396
Doors
14.5
910
Ceilings
1.1
1576
Floors
1.1
1576
Infiltration
2.3
3964
Ducts
0
Piping
0
Humidification
0
Ventilation
0
Adjustments
0
Total
19096
of load
34.9
23.0
4.8
8.3
8.3
20.8
0
0
0
0
100.0
Component
Btuh/ft2
Btuh
%
Walls
0.5
1205
Glazing
36.0
8784
Doors
7.1
445
Ceilings
1.0
1429
Floors
0
0
Infiltration
0.3
515
Ducts
0
Ventilation
0
Internal gains
1920
Blower
0
Adjustments
0
Total
14298
Latent Cooling Load = 221 Btuh
Overall U -value = 0.046 Btuh/ft2-°F
Data entries checked.
of load
8.4
61.4
3.1
10.00
3.6
0
0
13.4
0
100.0
Right -Suite® Universal 8.0.24 RSU00511
5:1-Houses15000 Houses15043 MGIls111-Drafting Fiiee 5043-F.rup Calc = MJ8 Front Door faces: N
2012 -Jun -04 12:12:22
Page 1
Component Constructions
Entire House
Job: 5043-F
Date: Jun 04, 2012
By:
Project Information
For:
M ills
Design Conditions
Location:
Grand Junction Walker Field, CO, US
Elevation: 4839 ft
Latitude: 39°N
Outdoor: Heating
Dry bulb (°F) 12
Daily range (°F)
Wet bulb (°F)
Wind speed (mph) 15.0
Cooling
95
28 (H )
61
7.5
Indoor: Heating
Indoor temperature (°F) 68
Design TD (°F) 56
Relative humidity (%) 50
Moisture difference (gr/lb) 51.5
Infiltration:
Method
Construction quality
Fireplaces
Simplified
Semi -tight
1 (Average)
Cooling
75
20
50
-36.0
Construction descriptions
Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
R' Btuh/n".°F K-'F/Bwh Btuhilt' Stull avhrt!' atuh
Walls
15B 13-0wc-8'. Bg wall, heavy dry or light damp soil, 2"x4" wood int n
frm, concrete wall, r-13 cav ins, 8" thk, 1!2" gypsum board int fnsh e
s
w
all
H P Wall: Frm wall, ducco ext, 1/2" wood shlh, 1/2" gypsum board n
int fnsh, 2"x6" wood frm R23 Spider e
s
w
all
Partitions
(none)
252 0.049 13.0
450 0.049 13.0
220 0.049 13.0
418 0.049 13.0
1340 0.049 13.0
259 0.037 24.0
445 0.037 24.0
260 0.037 24.0
353 0.037 24.0
1317 0.037 24.0
3.03 765 0.12 30
3.03 1365 0.12 54
2.71 597 0 0
2.87 1198 0.05 20
2,93 3925 0.08 104
2.09 541 0.84 217
2.09 929 0.84 372
2.09 543 0.84 217
2.09 737 0.84 295
2.09 2749 0.84 1101
Windows
4B5-2fc: 2 glazing, clr low -e outr, air gas, clad +nd frm mat; clr innr, e 10 0.320 0 18.0 180 32.8 328
1/4" gap, 1/4" thk; NFRC rated (SHGC=0.28)
Pella Impervia Single Hung: 2 glazing, dr outr, air gas, mtl no brk e 24 0.320 0 18.0 432 32.8 787
frm mat, dr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28) s 20 0.320 0 18.0 360 17.5 351
w 126 0.320 0 18.0 2270 32.8 4134
all 170 0.320 D 18.0 3063 31.0 5271
4A4-2ob: 2 glazing, clr outr, air gas, mtl/w brk frm mat, clr low -e 5 32 0.320 0 18.0 577 17.5 561
innr, 1/2" gap, 118" thk; NFRC rated (SHGC=0.28) w 32 0.320 0 18.0 577 32.8 1050
all 64 0.320 0 18.0 1153 25.2 1611
Doors
710: GSM
CCA234: Door, wd s: type
Half Glass: Door, mti ppr hnycrnb type
Ceilings
16B-50ad: Ai5 c ceiling, asphalt s1i ngles roof mat, r-50 cel I ins 5/8"
gypsum board int fnsh
n 21 0.160 0 9.01 189 4.41 93
e 21 0.270 0 15.2 319 7.44 156
w 21 0.340 3.0 19.1 402 9.37 197
1400 0.020 50.0 1.13 1576 1M2 1429
Right -80a) Universal 8.0.24 RSU00511
S:l-Houses15000 Housesl5043 Nslls111-Drafting Files15043-Frup Calc = MJ8 Front Door faces: N
2012 -Jun -04 12:12:23
Page 1
Floors
21A -32t Bg floor, heavy dry or light damp soil, 8' depth 1400 0.020 0 1.13 1576 0 0
Right -Suite® Universal 8.0.24 RS000511
S:1-Nouses15000 Houses15043 Mills111-Drdting Filesl5043-F.rup Calc = MJ8 Front Door faces: N
2012 -Jun -04 12:12:23
Page 2
Project Summary
Entire House
Job: 5043-F
Date: Jun 04, 2012
By:
Pro'ect Information
For: Mills
Notes:
Desi • n information
Weather: Grand Junction Walker Field CO, US
Winter Design Conditions
Outside db
Inside db
Design TD
Heating Summary
Structure
Ducts
Central vent (0 cfm)
Humidification
Piping
Equipment load
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
12
68
56
°F
°F
°F
19096 Btuh
0 Btuh
0 Btuh
0 Btuh
0 Btuh
19096 Btuh
Simplified
Semi -tight
1 (Average)
Heating Cooling
2800 2800
15400 15400
0.30 0.11
76 28
Heating Equipment Summary
Make Lennox
Trade MERIT 90
Model ML193UH070XP36B-`
AHRI ref no4792133
Efficiency 93 AFUE
Heating input 66000 Btuh
Heating output 62000 Btuh
Temperature rise 64 °F
Actual air flow 1045 cfm
Air flow factor 0.055 cfm/Btuh
Static pressure 0.50 in H2O
Space thermostat
Summer Design Conditions
Outside db
Inside db
Design TD
Daily range
Relative humidity
Moisture difference
95 °F
75 °F
20 °F
H
50 %
-36 gr/Ib
Sensible Cooling Equipment Load Sizing
Structure
Ducts
Central vent (0 cfm)
Blower
14298 Btuh
0 Btuh
0 Btuh
0 Btuh
Use manufacturer's data n
Rate/swing multiplier 1.00
Equipment sensible load 14270 Btuh
Latent Cooling Equipment Load Sizing
Structure
Ducts
Central vent (0 cfm)
Equipment latent load
Equipment total load
Req. total capacity at 0.70 SHR
221 Btuh
0 Btuh
Q Btuh
221 Btuh
14491 Btuh
1.7 ton
Cooling Equipment Summary
Make Lennox
Trade 14ACX SERIES
Cond 14ACX-024-230-10
Coil CX34-18124++TDR
AHRI ref no3206068
Efficiency 11.0 EER, 13 SEER
Sensible cooling 15820 Btuh
Latent cooling 6780 Btuh
Total cooling 22600 Btuh
Actual air flow 1045 cfm
Air flow factor 0.073 cfm/Btuh
Static pressure 0.50 in H2O
Load sensible heat ratio 0.98
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite® Universal 8.0.24 RS000511
S:1—Houses15000 Houses15043 hMlls111-Drafting Filesl5043-F.rup Celt = MJ8 Front Door faces: N
2012 -Jun -04 1a12:23
Page 1
6-22-2012
House #:
Name:
1400
3
1
1
1
1
1
0
0
0
WARDCRAFT HOMES, INC.
Optional Calculation for One -Family Dwelling
Air Conditioning Larger than Heating
5043
Mills
I
281xl5o 1
SQ FT AT 3 volt amperes 3
Two 20 -ampere appliance outlet circuits @ 150C 1500
Laundry circuit @ 1500 va 1500
Range (gas) 0
Water heater (gas) 0
Dishwasher 1200
Clothes Dryer 5000
Whirlpool Heater (1.5kw) 120volt 1500
Whirlpool motor 1 hp (7 amps) 120 volt 840
Bathroom (no addition load caic required) 0
Total General load
First 10 kVA of general load at 100%
Remainder of other load
Remainder of other load at 40%
Subtotal General load
Air Conditioning
TOTAL LOAD
13.4
Min Circuit amps X 240 V
Calculated load for service size
15.78
Kva = 157761volt-amperes
Service Size
65.73333"
4200
4500
1500
0
0
1200
5000
0
0
0
16400
-10000 10000
6400
2560
12560
3216
15776
amperes (Volt-amperes divided by 240 volts)
There fore this dwelling shall be permitted to be served by a 200 -ampere service
This form is to be utilized when the requirements for air conditioning are larger
than heating requirements. It is to be utilized for air conditioning and gas furnace.
SOURCE: NEC, 2008 Apendix D , 70-763, Example No. D2(a)
108.20
1400
9%
NAME OF CUSTOMER
TOTAL SO. FT. OF GLASS AREA
TOTAL SO. FT. OF HOME
OF GLASS PER SQ. FT. OF HOME
MLLS
LIC3HT AND VENTILATION
PELLA IMPERVIA
HOUSE NO.0
DATE
5043
` 5)1/2512
WINDOW MANUFACTURER:
WS800W STYLE.
DOOR MANUFACTURER:
DOOR STYLE:
r
SINGLE HUNG
"....—.....—•
PELLA IMPERVIA
SLIDING PATIO
ROOM
DESIGNATION
FLOOR AREA
SQ. FT,
REQUIRED
GLAZED AREA
SO. FT.
REQUIRED
VENT AREA
50. FT.
WINDOW
QTY.
WINDOW
SIZE
ACTUAL
GLAZED AREA
SQ, FT-
ACTUAL
VENT AREA
SQ. FT.
-CAWROOMv
510
40.80
20.40
I
PISH308o3 EGr-ss
PI5113050-2 EGRESS
38.80
21,40
1LMap binin8, Kitdron)
1
25.90
14.30
r
MASTER BEDROOM
209
10,72
0.782
FISHING EGRESS
31
17
2
PISH2050
12.4
7.2
BEDROOM i2
0
0.00
0.00
J
BEDROOM 63
0
0.00
0.00
L
L
TOTAL
710
57.52
28.78
108.20
59.90
OTHER
OTHER
OTHER
').-
OTHER OTHER
OTHER
OTHER
GRAND TOTAL
719
57.52
28.76
10820
59.9
HOUSE TOTALS
1400
WINDOW DATA FOR OTHER:
ALL HABITABLE ROOMS MEET OR EXCEED SECTION R310 OF THE 2000 IRC, Sar
• EXHAUST FAN ANDARTEICIAL LIGHT SUPPLIED TO MEET MINIMUM REQUIREMENTS
1 (8%) REQUIRED GLASS AREA
DRAFTER
CHECKER
RES CHECK
CHECKED BY. !DATED'.
2003 1RC, afar 2006 IRC
OF SECTION R303 OF THE 2009, Sky 2008 IRC
14%1REQUIRED VENTILATION AREA
CGK
IMACEIVI
SETUP
Interior One Piece Procedure
I. At all times as sub -contractors for WCH, Please keep job site tidy and leave a good company image.
2. Remove blocks and check adjustment of interior doors / bi-folds. At this time, also install hinge pin mounted
stops where necessary. Adjustment of interior doors often may be accomplished by raising or lowering
center beam jack posts. This can be done with the aid of an 8 -ton or larger hydraulic jack and a Mighty
Atlas post jack (contractor supplied).
3. Install whole house attic fan when applicable. Some units with multi -speed switch on wall and on fan
require removal of switch on fan for proper operation.
4. Install tubular skylights when on contract per manufacturer 's instructions.
S. Inspect for and repair cracks and nail pops in drywall using tape on field areas. Fast dry spackling diluted
with a small amount of water may be used for minor inside corner cracks if tape is not torn or wrinkled.
Touch up texture and paint as necessary.
6. Remove duct tape from cabinet drawer rails, install lower drawers (when shipped loose) and adjust drawers
and doors.
7. Inspect operation and fit of all windows and patio doors, adjusting where necessary.
(Manufacturers' specific window and patio door installation, adjustment, and inspection instructions are
available from WCHwarranty Department upon request.)
8. Install patio door screen and window screens when necessary and adjust for proper operation.
9. Inspect and repair tile grout, loose and / or cracked tile, caulking around countertop, shower enclosures, and
vanity tops.
10. Install and clean shower doors, remove tape and clean mirrors, drains, and enclosures.
11. Remove cardboard from beneath each return air vent.
12. Broom clean interior of home.
13. Please be sure all mud and paint spatters are removed from walls / woodwork.
WARDCRAFT HOMES
SETUP
Split Interior Procedures
In addition to standard One-piece interior set up procedures, the following are items pertaining especially to split
house construction:
1. Ensure that all lags and bolts or truss plates have been installed around marriage wall openings and in
marriage rim joists, per Foundation -Marriage Split instructions.
2. Foam gap in marriage wall at openings, before installing dry wall or casing.
3. Fill in sub flooring at marriage wall.
4. Install drywall where left off due to split, including bi-fold door openings, ceiling and wall openings, etc.
Install corner bead where necessary, tape and finish.
5. Fit and install marriage wall extended jambs and interior doors where left off and trim. Nail trim with 5/g"
or 1" nails to jambs and 2 %2" nails to drywall / studs.
6. Putty all new nail holes and varnish casings.
S:W 84 C\State Paci ets\Onsite Setup Instructinnsl-02.Interior Sc. Procedures & Exterior Doors (combined) 1-27-43.doc Page 1 of 2
1.
WARDCRAFT HOMES
SETUP
Exterior Door Adjustment
1. Adjust exterior doors, making sure shims (figures 1 & 2) are tight and margins are equal top and
sides, checking for proper operation of latches and deadbolts.
Adjusing the tteethold—tf the door fits too
1 lightly or there is a wide space between the"
bottom of the door and the Owe**, adiustment
can be made as Mows:
AdjutAauie'Threshold
a) Loosen the phillIps and standard
[flathead) screws (Figure IA -1).
Adjust the standard loethead] screws to
raise or tower the riser (figure to -1).
yti c) Close the --door and gear the treat the
riser against the vinyl sweep. enough to
allow a aught drag on a piece of paper
pieced between the threshold and dour
(Figure 1h•2),
d) Tighten the phiiips head screws to look
the riser to place. (Cnrerfghtentrig wllU
distort the riser.)
SWEEP
WEVOtelsInFPNG
pool
1 Rod threshold
Requites no adjustment. Door shouid fit
Nam 1A4 snugly aaektst meal erstripping at threshold.
(5'�i71l1-~ The door frame west + is ktg sho td
2 *.C.,""::- 3 compress agasisi the door. (Frgruw 1#5
2. Remove protective tape and adjust threshold (figure 3) so that a dollar bill drags slightly. Oil wood
threshold inserts with Fornby's or equivalent furniture oil.
4.
3. Install Corner Seal Pads (Figure 4) at lower corners of exterior jambs. First run a small bead of
caulking along the end of the adjustable threshold and then set the pad in the caulk.
It is recommended that these extend in behind the vertical weather seal. Staples may be necessary
to fasten them.
4. Install casing on inside of jambs, fastening to jamb with 5/8" to 1" pin nails and to drywall with
minimum 3d or 2'/2" finish nails (maximum 12" apart). 2" pin nails do not hold casing back
tight against drywall properly. Make sure baseboard meets casing, replacing or trimming
where necessary. Putty all nail holes and re -varnish casings.
For silts with
adjustable thr holds,
STE gentent In poly
hag with unit, not
installed, They are
installed after final
bold adjustment.
Follow direotions with
to install
SAH & G1State Packets\Onsite Setup instructions1--02.1nterior Set Procedures & Exterior Doors (combined) 1-27-03.doc Page 2 of 2
11ARDCRAT
Setup
Stair Erection Procedure
All stairs will be constructed to meet the local jurisdiction codes which may
require adjustment of these numbers.
1. Measure the distance (total height) from the top of the sub -floor to the top of the
concrete floor. Divide this distance by 8" and round up to the nearest whole number.
This will be the number of risers including the top one. Code does not allow risers
higher than 8" nor treads less than 9". Some jurisdictions require 7%" maximum rise and /
or 10" minimum run.
2. Example: 8'-7 W / 8" = 12.9375, rounded up to .13 risers. Now divide the total •
height by the number of risers (13 in this case) to find the exact size of each riser:
8'-71/4"113=71S//6".
3. Most Wardcraft Homes are set up for 9" run for the treads. Plumb down from the
header joist (where the stair stringers will hang from) and measure out 9" times the
number of risers (9" x 13 = 9'-9"). Run a String line from the top of the sub -floor to
this point on the concrete floor and measure plumb down from the bottom of the end
joist to the string line to check for head clearance. This needs to be at least 6'-8". If
it is not, then some trimming of the end joist will be necessary to adjust this height.
If it is considerably more than 6'-8", you may elect to try 10" run (10" x 13 = 10'-10")
and restring line it to see if 10" run Will work. Some houses will call for 1 On treads.
4. Rip (1) tread nose to 1 %" x 1 %" to apply to sub -floor 1 header joist using
construction adhesive and (5) evenly spaced 3" deck screws.
5. Fasten the top riser, which should be '/" OSB 14" high by the width of the stairway
to the header joist.
6. Now lay out on 2 x 12's whichever rise and run will work. Cut the top riser %" off
the back and the bottom run 1 W lower to accommodate for adding a riser at the
top to hang the stringers from and adding 1 '/2" treads to the top of each run.
7. Before cutting out the stair notches, just cut the ends off one stringer and lay it in
place to be sure it will work. Now measure down from the top of the sub floor on
the top riser one riser size plus 1-1/2" to locate the height of the top of thestringers
(in this case 715/16" + 11/2n = 97/16").
8. Line up a stringer with this mark and check to see that the runs are level.
9. If so, then glue with construction adhesive and screw from the back with at least (4)
1 54" deck screws to each stringer 1" in from edges of stairwell.
10. Rip'/" OSB risers down to riser height and cut to length 2" less than stairwell width
(in this case 7 15/10
11. Rip one riser down to 1 '/" less than this for the bottom one.
12. Rip 2 x 12 treads down to run plus %/<" (in this case 9 $/"). This allows for the risers
to be applied to the stringers before the treads and the treads to overhang the
risers by 3A" minimum to 1 %" maximum.
13. Glue and install risers flush with top of cut out in stringer with 1 %" staples or nails,
(3) per side. Risers must contact bottom of next tread up to eliminate squeaks.
14. Glue and install treads with 3" deck screws, (3) per side. Glue on top of riser, on
top of stringer, and where tread will meet next riser.
15. Fasten risers to back of treads with (5) evenly spaced 1 W staples or nails or 1 '/"
deck screws.
SME & CSState PacketslOnsite Setup Instructkoas1-O3.Stair erection procedure 2-5-03.doc
Page I of 2
Treads
isometric View of Stairway Components
5. Top Riser
1 '/," x 1 '/z" tread
nose
Stringer trimmed
'/z" for Top riser
Risers__
S:1FI & t`1State Packets\Onsite Setup Instructions\-03.Stair erection procedure 2-5-03.doc
Page 2 of 2
2 x 12 Treads
ripped down
Bottom riser cut 1 '/"
t0 allow for tread.
application
2x12 Stringers
WARDCRAFT HOMES
SETUP
Exterior Set & Siding Procedures
Exterior Standard
1. Verify exterior doors adjustment has been completed before proceeding.
2. Caulk the siding around brick mould / exterior door trim and beneath the thresholds on the
exterior doors.
3. Touch up paint on exterior door jambs and repair caulk where threshold meets jamb when
necessary.
4. Install porch lights (owner's responsibility on bricked or un -sided houses), light globes, door
bell buttons, etc. and check for proper operation.
5. Finish siding gables, nailing on studs, and trimming off with outside corners and mouldings as
necessary.
6. Check siding, corners, and splices for damage and touch up or replace as necessary.
7. Install dryer vent when necessary.
8. Install flue pipe extensions, terminations, etc. where required.
9. Install soffit HVL terminations as required. Some may require running pipe and flex to exit
through additions, porch gable, etc, away from windows 3'.
Exterior Sniff
1. Install bottom row of siding per manufacturer's instructions when left off.
2. Install foam insulation where left off of endwall.
3. Install exterior window trim on endwalls where applicable.
4. Install endwall siding per manufacturer's instructions.
S:\14 & C1State Packetslonsite Setup lnstructionsl-.04.Exterior Set & Siding Procedure 1-27-03.doc Page 1 of 2
WARDCRAFT HOMES
SETUP
Exterior Set & Siding Procedures
Siding Exposures, Lengths, and Coverages
Abtico Colorside has 7 Y2" exposure and comes in 16' lengths for 10 sq. ft. coverage.
Use outside corner bases and snap on covers.
Butt ends to openings and caulk with color -matched caulking.
Cut around outlets. No trim, Caulk with color -matched caulking.
Use joint splices.
Use Edco 1 1/4" j -channel to match soffit for top row (white only) or 7/16 " for sandtone or
bronze.
Use Edco 7/8" j -channel color -matched to soffit up gable rakes.
Rip 1- 7/8" top off of boards for starter strip at bottom.
Vinyl siding has full 8" exposure and comes in 12'6" lengths for 8.33 sq. ft. coverage
Use vinyl outside corners.
Use color -matched vinyl j -channel / trim mould around openings and up gable rakes
Use clear silicone caulking between J -Channel and windows/doors.
Use color -matched vinyl accessories around sill cocks, exterior outlets, lights, dryer vents.
Use color -matched vinyl termination strip for top row.
Use vinyl starter strip at bottom.
Hardiplank siding has full 7" exposure and comes in 12' lengths for 7 sq. ft. coverage.
Use outside corner bases and snap on covers color -matched from Hardiplank Corp.
Use inside corners color -matched from Hardiplank Corp.
Do not use joint splices. Use 2" felt strips behind butt joints lapped over top of next row
down.
Use Edco 1 1/4" j -channel to match soffit for top row (white only) or 7/16" for sandtone or
bronze.
Use Falco 7/8" j -channel color -matched to soffit up gable rakes.
Cut around outlets, etc, no trim
Rip '/ " starter strip out of waste 2x material.
Face nail top row.
Use color -matched caulking.
Cedar lap siding has full 6" exposure and comes in random lengths. Figure by linear feet.
Use 5/4 cedar pre -finished lx4s for outside corners (one piece 2 1/2").
Use 5/4 cedar pre -finished lx4s for inside corners ripped down to 1",
Use 2"felt strips behind butt joints lapped over top of next row down.
Use Edco 1 1/4" j -channel to match soffit for top row (white only) or 7/16" for sandtone or
bronze.
Rip 1/4" starter strip out of waste 2x material.
Cut around outlets, and up gable rakes, etc. No trim
Optional 5/4 l x4 pre -finished trim around openings.
Use clear silicone caulking around doors/windows/and where butted to corners.
S:IH & C\State PacketslOnsite Setup InsEnuctions\--44.Exterior Set & Siding Procedure 1-27-03.doc Page 2 oft
WARDCRAFT HOMES
SETUP
Foundation / Marriage Split
Lai, Screw version
In the case of a wood basement wall, alignment and fastenine down of the sill plate will be responsibility of the on site wall builder.
1. Verify post jacks are in locations specified on foundation plan. Post jacks are to be placed with
adjustment screws to the floor per figure 1.
When required by local jurisdiction, a1/2" X 4"X 8" steel plate will be provided by W.C.H. to be
installed below the, factory supplied plate at floor to distribute point load
316txT LAG screws 48" o.c,
24. U.C. aCros5header
318"x7" LAG bolt fastened at
each ming I'-0" down from
top of header and 1'-0" up
from floor and one in the
Shim I /2 difference in
marriage wall gap
t Clr llt' top to bottom
l,e:#orr drawing tight
together.
.._ Ys" x 8 'G' carriage
bolts @ 32" O.C.
1. MI5 2. Split marriage wall tie together
2. Use four foot level to verify that sub -floor at marriage openings are at equal heights.
3. Install carriage bolts to fasten marriage rim joists together, per figure 2.
4. Install '/4" x 2" lag screws, through steel top plate of post jack, into LVL.
S. Install 318" x 7" lag screws to fasten marriage wall jambs together, per figure 2, shimming gaps evenly.
6. Install carriage bolts to fasten inverted headers together in attic @ 32" O.C. through pre -drilled holes.
7. Cut and remove foam insulation in area of Anchor strap locations.
1
Typical split foundation B" wall.
Simpson mudsill anchor installed
every Sof perimeter. Fastened to
boxing and mr.dsill with (3) Sd box
3. nails.
8. Fasten anchor straps to foundation sill plate and exterior rim of house per manufactures specifications,
per figure 3, on outside of boxing with 8d nails.
9. Install rim joist insulation. (Provided by W.C.H. for Factory Direct Sales only)
10. Fill in any gap in rim joist/sill plate with expanding foam insulation to prevent air/pest infiltration.
S:1H & C1State PacketslOnsite Setup Instructions\--06.Foundation-Marriage Split bolt & truss plate version l-04-054oc Page 1 of 2
W RDCRAFT HOMES
SETUP
Foundation I Marriage Split
Truss plate version
In the case of a wood basement wall. aiigmnenl and fastening downl the sill elate will be resnunsibrluy or& on site wall builder.
1. Verify post jacks are in locations specified on foundation plan. Post jacks are to be placed with
adjustment screws to the floor per figure 1.
When required by local jurisdiction, a 1/2" X 4"X 8" steel plate will be provided by W.C.H. to be
installed below the factory supplied plate at floor to distribute point load.
LVL Rim
Joist
Concrde Boor
eria.WE: v, vt,
ei45n!- J d ere in
IR
marts* crvll 6-4p
li
eciatEy naft To kcaar
term &ra irk eight
ill TAP at et -ph -ale= tie
i Ones.etaittid ttitt d^,
&in) V'3 and.iami 11c
-with SA tzaatiamet was_
.-
- JJ23 f f eat=
1. 1'1'°15 : 2. RailiErivaiitvether
2. Use four foot level to verify that sub -floor at marriage openings are at equal heights.
3. Install carriage bolts to fasten marriage rim joists together, per figure 2,
4. Install %" x 2" lag screws, through steel top plate of post jack, into LVL.
5, Use bar clamps to draw marriage wall together at openings, shimming gaps evenly.
6. Install 4"X7" 20 gauge truss plates using Sd nails to fasten marriage wall jambs together, per figure 2.
7. Install 3x8x7/16" gussets @32" O.C. to fasten ceiling rim joists together with minimum 6d nails.
8. Install carriage bolts to fasten inverted headers together in attic @ 32" O.C. through pre -drilled. holes.
9. Cut and remove foam insulation in area of Anchor strap locations.
Typical split foundation 3"F wall.
Simpson rn udsill anchor installed
misty 5' of perimeter. Fastened to
Ixcing and mudsill with (3) be
3. nails.
10. Fasten anchor straps to foundation sill plate and exterior rim of house per manufactures specifications,
per figure 3, on outside of boxing with 8d nails.
11. Install rim joist insulation. (Provided by W.C.H, for Factory Direct Sales only)
12. Fill in any gap in rim joist/sill plate with expanding foam insulation to prevent air/pest infiltration.
S:1Fi & C\State PacketslOnsite Setup Instmctions'-06-Foundation-Marriage Split bolt & truss plate version 1 -04 -05 -doe Page 2 of 2
itmair um �..
:.-.
Epi
1
2.110 r
241 ilk, aNea Inger
C
ve
1
eria.WE: v, vt,
ei45n!- J d ere in
IR
marts* crvll 6-4p
li
eciatEy naft To kcaar
term &ra irk eight
ill TAP at et -ph -ale= tie
i Ones.etaittid ttitt d^,
&in) V'3 and.iami 11c
-with SA tzaatiamet was_
.-
- JJ23 f f eat=
1. 1'1'°15 : 2. RailiErivaiitvether
2. Use four foot level to verify that sub -floor at marriage openings are at equal heights.
3. Install carriage bolts to fasten marriage rim joists together, per figure 2,
4. Install %" x 2" lag screws, through steel top plate of post jack, into LVL.
5, Use bar clamps to draw marriage wall together at openings, shimming gaps evenly.
6. Install 4"X7" 20 gauge truss plates using Sd nails to fasten marriage wall jambs together, per figure 2.
7. Install 3x8x7/16" gussets @32" O.C. to fasten ceiling rim joists together with minimum 6d nails.
8. Install carriage bolts to fasten inverted headers together in attic @ 32" O.C. through pre -drilled. holes.
9. Cut and remove foam insulation in area of Anchor strap locations.
Typical split foundation 3"F wall.
Simpson rn udsill anchor installed
misty 5' of perimeter. Fastened to
Ixcing and mudsill with (3) be
3. nails.
10. Fasten anchor straps to foundation sill plate and exterior rim of house per manufactures specifications,
per figure 3, on outside of boxing with 8d nails.
11. Install rim joist insulation. (Provided by W.C.H, for Factory Direct Sales only)
12. Fill in any gap in rim joist/sill plate with expanding foam insulation to prevent air/pest infiltration.
S:1Fi & C\State PacketslOnsite Setup Instmctions'-06-Foundation-Marriage Split bolt & truss plate version 1 -04 -05 -doe Page 2 of 2
Of
• r
i,
t.