HomeMy WebLinkAboutPacket
May 22,2007
Special Study Committee
City of Carmel - DOCS
One Civic Square
Carmel, Indiana 46032
RE: ADLS # 07050006
To Whom It May Concern:
The documents contained in this packet pertain to the above referenced ADLS
Docket for the June 5th Special Study Committee meeting. We are requesting
the approval for a canopy to be installed above the entrance to the Clark
Appliance Showroom located at 9840 North Michigan Road. The canopy will be
stick built with a truss system as shown in the enclosed packet. The materials
will be consistent with building materials existing currently on the buildings.
I look forward to presenting this for your review and approval.
Sincerely,
tQ~
Reed Carlson
Applicant Contact
,~'
ADLS/ADLS AMENDMENT APPLICATION
Architectural Design, Lighting, Landscaping and Signage
ADLS Fees: $834.00 plus $111.00 per acre
ADLS AMEND Fees: Sign only: $277.50, plus $55.50/sign
Building/Site: $556.00, plus $55.50/acre
DATE: April 30, 2007 DOCKET NO.
ADLS Received Date Stamp:
XX ADLSI Amend Checked By
DP Attached Previous DP? Yes No
Name of
Project: Clark Appliance exterior remodel
Type of
Project: Install canopy and signage at front entry as shown in attached rendering
Project
Address: 9840 North Michigan Road; Carmel, Indiana 46032
Project Parcel ID #: ..L ~ - -1...a.. - JL .L - ...Q. ...Q. - ~ .Q.. - Jl ~ -1... . .Q.. ~ 2.
Legal
Description: (please use separate sheet and attach)
Name of
Applicant: Clark Appliance
Applicant Address: 9840 North Michigan Road; Carmel, Indiana 46032
Contact Person: Reed Carlson
Telephone: 317-876-2519
Fax No. 317-876-2515
Email: reed@ccrindy.com
Name of
Landowner: C & C Realty Company
Telephone: 317-876-2519
Landowner Address: 9834 North Michigan Road
Plot Size: 1.18 acre
Zoning Classification: Industriall-1
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Present Use
of Property: Commercial Retail Space
Proposed Use
of Property: Commercial Retail Space
New-Construction? Yes_No XX
New/Revised Sign? Yes_No_
Remodeled Construction: Y es~No
New Parking? Yes_No~
New Landscaping? Yes_NoM-
Note that required fees are due after the application has received a docket number, and not at
the time of application submittal. Do NOT bring application fees at the time of submittal
Revised: 12129/2006
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Parkin!!
No. of Spaces Provided: N/A
No. Spaces Required: N/A
Desim Information
Type of Building: commercial retail
No. of Buildings:
Square Footage: 120
Height: 16'
No. of Stories--1-
Exterior Materials: Brick I Cedar Shake Colors: Tan I Biege
Maximum No. of Tenants: 1 Type of Uses: Retail canopy
Water by: Carmel Utilities
Sewer by: CTRWD
LIGHTING
Type of Fixture: N/A
Height of Fixture: N/A
No. of Fixtures: N/A Additional Lighting: N/A
* Plans to be submitted showing Foot-candle spreads at property lines, per the ordinance.
SIGNAGE
No. of Signs:
Type of Signs:
Location(s):
Dimensions of each sign:
Square Footage of each sign:
Total Height of each sign:
LANDSCAPING
* Plans to be submitted showing plant types, sizes, and locations
********************************************
I the undersigned, to the best of my knowledge and belief, submit the above
information as true and correct.
Signature of
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Applicant: Clark Appliance
Title: Tenant
I>ate: April 30, 2007
(Print)
********************************************
State of Indiana,
SS:
County of Marion
Before me the undersigned, a Notary Public for
State of Indiana, personally appeared
execution of the foregoing instrument this
My Commission
and
County,
acknowledged the
,2007
Marion
30th
Expires:
Notary Public
day of April
January 16, 2015
CITY OF CARMEL AND CLAY TOWNSIllP
DEPARTMENT OF COMMUNITY SERVICES (DOCS)
1 Civic Square, Carmel, IN 46032 (3rd floor) 571-2417
ARCHITECTURAL I>ESIGN, LIGHTING SIGNAGE REVIEW (REVIEW/APPROV AL)
Procedure for Plan Commission
For Business Zones, U.S. 31 Meridian Street Corridor, U.S. 431 Keystone Avenue Corridor
and the U.S.421 Michigan Road Corridor
1. Allow plenty of time for review and approval process (approximately .two (2)
months).
2. I>iscuss proposed project with I>OCS staff (please call for an appointment to discuss
review procedure and appropriate dates) first week of the month, works the best to
begin a project.
3. INFORMATION NEEI>ED for formal DOCS staff and Plan Commission review:
a. Two copies of formal application with required information
b. Two copies of legal description
c. Two location maps showing location of subject site, zoning and existing land
uses of all adjacent properties.
d. Two copies of a detailed site development plan showing:
1) Detailed drainage plan with drainage calculations. If project is in Clay
Township, take to Kent Ward, County Surveyor (776-9626) and John South,
U.S. Soil Conservation Service (773-1406). If project is in City of Carmel,
discuss with Kate Boyle, City Engineer at 571-2441..
2) Lighting plan
- footcandle limits
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- type of fixture
- size or fixture
3) Landscaping plan
- location of plantings
- type and sizes of plantings
- Planting legend
- Planting details
- Mounding locations and details
4) Signage plan and details
- Size and location
- Materials and colors
5) Parking plan: show handicapped spaces/total spaces
needed per zone/spaces proposed
6) Site plan with:
- side, rear and front yard setbacks
- Perimeter drainage and utility easements
- Sewer and water line locations
- Special setbacks or greenbelts
- Building square footage
- Dimensions of building
-Location of mechanical equipment and trash receptacle with
screening and details
- Pavement and curbing details
- Proposed road improvements
- Sidewalks
- Loading and dock areas
- Fire hydrant and siamese locations
7) Building Elevations: (all sides)
- Dimensions
- Materials and colors
-Bring Samples of materials to the Plan Commission meeting
- Signage location
8) Soils map and floodplain information .
9) Technical Advisory Committee correspondence
10) Ifpublic hearing required, list of adjacent property owners two properties deep
or 660 feet, whichever is less (obtain from Hamilton County Auditor's office,
Noblesville, Indiana)
4. Once all information is presented to DOCS and a review completed for compliance, a
Revised: 12/29/2006
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docket number will be released when the filing fee is submitted.
5. Petitioner or representative must appear at the CarmeVClay Plan Commission (public
hearing) and give a presentation. The presentation should include information relative
to the project and should be presented on a poster board so that it can be seen from 20
feet. In addition, reduced packets (8-112" x 11 ") packets of the poster board project
information should be handed out for each Plan Commission member.
6. Petitioner or representative must attend the Technical Advisory Committee (T AC)
meeting on Wednesday following the Plan Commission Meeting.
7. Petitioner or representative must attend the Industrial and Commercial Subcommittee
to review all pertinent information.
8. Petitioner or representative must attend the second Plan Commission meeting for fmal
vote (questions may need to be answered).
9. Once Plan Commission has voted on the project, it is up to the petitioner to work with
the staff to obtain proper building permits.
Revised: 12/29/2006
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:$ REPORT OF SURVEY
11IE WITHIN SURVEY IS I NDED FOR THE EXPRESS USE OF THE CUENT AND lOR 11IE
DESIGNATED PARTIF.5. SURVEY WAS DESIGNED TO ACHIEVE CERTAIN RFSULTS OF
CONTENT. ACCURACY PRECISION CONSISTENT Willi THE CUENTS IMMEDIATE
PURPOS(,"S AND NEEDS. nJE SURVEY RESULTS. INFORMATION. MONUMENTS AND
DATA SHOULD NOT BE usrD FOR OTHER PURPOSES WI, THO. U.T. THE EXP. RESS
KNOWLEDGE AND PERMI ION OF THE SURVEYOR.
OWNER OF RECORD CUENT _/0' DESIGNATED PARTIES
C & C; Realty C~)mpanr.IJ.c. (: &- C RC'".lI1')" Ccxnpmy,I.1J:
Hom~ Fe~r.d S.1\'angs Bank
I.J:/ckc Illo)1lulds JLP
Chicago Tltk: In,:uranc:c Cnmp...nr
M'u;h~ Road Re:alry P:artnen. u.c
PURPOSE
11u: die'lll'" n::ttC=t! ptll'fWJ!i:C' for th ~\lI~ of d,t' surn-y W;\5 to rrt"I'I."lde ,I SUf'\'t)" (or mn~c rurpo~":' to me "~il\lmu", SIJuwni
Detail Re:quirnnenrs ;\lid Cr.65jfi norlS tor .-\LT.'\/ :\c..";M I...md Title SUrTcy!,"
CLASSIFICATION OF SUR
Tbe wirtlln SUl"YL")' IS d tkpcndt:nt cement survey basrd.m mt' monumenls. ph!"slCalll'npmvcmrnts :V1d lines of tk:CUfY"riun \a.oJtI~ln
rh~ Iltcricm...lil.ed I;md s}'!(tcm. Th monuments c:otistcnr lit the tunt' of rhi~ !iun'~' can ''';IT)' !Turn the original marlcCf'; ;Ind hum mc:
nwil.e:r'S mOlt t'Jl:r.~i ;,It me: nme th oogtml land dTYi~ir.ln of this parcel.
.'\, II result (If rhe pro~' pcnmcter dimension$ and me: disrances of the subjccr rrnpt'ITf from tntmumcnts 2nd f('21UnS (:HntTnlli"f!.
me- position of the buundarics. sut'\"C)' is c1~ilied . Class IOU" survey as dcsiJ;nan:d hy me Indi2n3. Survq-Srmd;ards of Tide K(.5
Chapter 1.12 of Ihe lnd~na:\ctnu ismftvc COOe: In effect un me date ofth(. !iUl"\'C'J.
The \mccrt:unncs ("I")f1V1'lOf\ ro the: pnsinon:d loc:trion Q( the monumentuion placed during a SUf'\-q U'C c~ of four soutcC!lo of
error. (1) V2ri2ncc in the: ItK:Jtion (me refe-m1CC: monuments; (2) Discrepancies in rmnd dcscnrtions 'and. plan; (3) lncnnmfmcin
berwecn the ,lines of OCCllp'Ahun d the sum:,ed lines; llnd- (01) !'tu: Rmdom ,~ <lssocilited with me an and ~ _<<?f~utC:~~t.
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reference monuments is. +{-2.0 fccl. The Sc:LTion COml"tS tont","i~the p:amlt fr"red of thc
d and confinnf:d to be within 1Cceptab~ roln-mcc:s.
cs in the reclJC"d descriprion is -+ {. 2.8 tCct. Thf' pa~cl dl.,;cripri("ms commc:ricc:: '3t !.e1,."tKm tQmN'$.
c.aused a tnlnor ~p bt1wttn mc tw{, p:tfctl~. -whKh nW::c up mill nvcn!1 tnc:t.
The:: uncer"tUnty due to InCOnsL~t
('$ in the hnes ofrxl.'Upatlrm i~ +/- 1.0IfK.lt.
The ""'~hull:nceminfit05.
\ I.."()f'MB cscablishe:d dunng dlis I
L1 due '"' rh~ a':a.lmulated ~l"S uf r:tn(t.-lfTl megun-mcnt l'fT"()O: In the: Inann" ut" the: boundary
'r:y IS l."!Irimatcd to bf.: +/. 0.5 fen.
L\ND DESCRIPTION:
Pan of rhe South half t')f Sccrio ~c.n (7). Tovmship ScvcnCttn (17) ~ortf1, ~ Thrtt (3) r...z" m Hamilton Cnun')', Indtana.
more panicuLvly ~nbnJ ;is fol :v.."!=;
Comrnmang .n rhe' l'~, . mer or me SnurhC'.iS' QU3f1I:r (If ~ Secrion 1; thl"nCt Suuth 89 dc.ogrccs 3J rninutn U6 St!Ctwtds
It.ast (Balis uf Beuing-lndlana 5 n::: plane- Conrdinate Sysft'm. .~, ume) 307'.47 rc:et to thr centerline of Sore Rn~d -421. Also
referrct.l to as Nonh ~bc.iug:an ; thcnce,lIIong said ccnttrltne. SoUth 20 dqtrccs 25 minult."S 3-1 seconds f..a.'I, 105-1.75 feef to the
POINT OF BEGINNING: th ceo crmtinuing ak>ng said c."tTItcrline. South 20 d~ 25 minutn ].4 seconds East 62-1.90 kct to .
point which is J 169.02 feet N t of the: Interst:t:rion of said centcriine and the: South MC of said Section 7~ dlen<< South fr1
degn:cs 12 minutes 56 ~nd" ~ CSt l30.11 fa..1: 111 1I ~ iron rod found this ftIn'ey and the East tint of. pan..".e con~ to
Michigan Road He"" Putn....1 'by dtcd =orrled July 12, 2001.. in........., No. 2001-42729 in theOffic< o(the -. of
B....1ron County. Inm.na: thcnc . the noc' 3 (th...) counn heing.long..id pucci; (I) d1mcc Nunh 02 dcgm:s 47 miaut" (>l
seconds Welt 131.24 fm ta a d irl')tJ rod (capped iron rod rttem:d "' herein andiouCll I SIP. inch remion:ing rod ",ith
lIUM:yOr', pl:lstic Klenri,;..""n ."""J>C'l"LI.;'D SCIE.'"CES":....;.S02l2"): Ifl<n.. (2) N<>nll21 dcg<tn 21 mUlutcs 43 ucund.
"""crt %71.44 fccr to :'l1Ut'Yt1' nail'l: th tag:. fhcno.: (.1) South 69 d~ 41 minutn 08 seconds Wen.wl.76 feet to me We&tlinefJfrhc
real estate ronvcycti tQ .'\vmuc R alty CorronahOn b}. WiII'I'lIOty Peed recorded In Dc:red Rc:cord 337 pages 453 thru 45S in rht oftia
of the Rrcon1t'f ur l-bmihon Cou f)'. 10dJ:Ina.; thence, itlong ''aid Wc:!t line, ~orth 20 dcgrers 02 minufel431tcOnds WC$t 331.>1 fed
to the Nonhc:asr c.~ of said..\ cnuc RWt)' Cnrponaon: thence North 87 dtgrecs 36 minutes 53 saxmds F..ast 6S8.16 fref fO the
POINT OF BEGINNING: co M1ng (,.248 acn:s more or less and $Object", IlU c:asemenG 2nd righo of way of n:cord
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SUMMAkV OF RESEARCH AND INFORMATION
Thl' l1ndldrscril,It"" IIf rtw pllren! pan:cI ;(nd the ;,djnlMt'n'i \I.-CTl" acqUIred tlT.Jfl1 ,he ()t"ti('(' ut ,he lieconkr .,t
H.vmtron! County. Indun:.t 11:L'Icd fin the r.est deed of rttunl pu51cd in the rbt hook$. I,f the' C')UfJ~' .\.'u(::t.cur. Ill(:
pmpert~' ~t '""In ",' thl..lrt.l Wf..1't: ;I(quln"l.i fmm tht, (}t"tit.:l: l,f thl' :u~cs.."ur of Ilmuh'IlII:'H.lntj.
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The ~ of the cxisnng so.."'hnrI and l;mf..! c...)mer fnfmUmmL'4 weft' ohaincd tTr,m the County ~~}'or'~ (),rice
lbc co"""' of the quartl'1 !itt."tlon 2ft; critic.a! tr\ Ilk posiriun of the bmd Ixnl~ with the: St"ml.lf'l. ;\ dlll(t"l1' SC-Jr\'h
was ~ ro recover Ihese (:om~. Of the (:Omen; manun,; the ('OmeN of Stcnuo 7; tht ~)UfbCl$f CUI'nc1' <II thl'
~we;~ qwtrtc:r W11 found marked by :t I-hlm>:rm marker: the Snu,hc-,lSt I,.'tlfna 'Jf rh(. St,>lJlhl:.L~' quoin" "'-0(.< (.,und
marked "t an iron ripe.
The ~orit, line III the lllJ;!n('r 5t"(,'tlon \\-",,~ S(~lrchl:d f'It :~l""'\C) mllflumcnl;tflUl\. Due III thl: Oft~fn)!":t1'If: :lllll
dc\'eloprnjcnr llCtivlIlC!', the- ~u"h qwrtcr C'Jmer ha!' hCC"fl obhn.'1'".u-ro. 'lbc- huundil'1o' m;lri:.tTS 'Ji m(' \by''',,,,-cr
Termin;tllwCt'"l' loulIcd Tl. dt.tcrmint. the pl'!'lflhn ot' thl~ markc~. .\ pt'J~itlnn ~.,,~ ,..mpukd tmm me b..und'ln
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EVAWAnON OF SURVEY RF.5ULTS
'Jltt: sun-fr lines conform t.) m(' ~x:~ring Iinc."S ot ,.x.'cuplltion WIthin rc:t.'OOft'"Ahlc roIC:1'llrl,t!L The CX:K~;. SutVl'Y
munumctit5 rt'Ol\"t'Tcd dunn!! thIS :>un'('}' Wt:rt: l'fsntlfml"tl wnhlll jJ("'(,;f'P.,."hk' ~cy'<;.
The clJ~ltmml inr 1II1'lIr,l",:(" J.ncd (kr"l,l:r :\, 2fH)J A.~ C.'ImrNmu.'nf ~umh(1' lJnO~J2T11 h)" Chactg:, Tltk'
Jnsunn~ C.omp;.lJ1Y wa.. n:nt-wnJ with tl~d '(1 exCl:flnons. n-smC"'ln~. l.AStt'flU11'!i Itr nrh("f ('C'I1Utcnl "1/':'ITI:\hf,1\
cont..lin4 within <il,."hcdules .-\ md B. r-
Thc~m I of the, p~'cl ~ ~l~C ':">MUmUl!'t:t.\ with a V8.rnd\ fClI1ti.tn"lllf( tTKI wi.th ;l pW;fI( idcnJ;;n.JM 1.:it"
'tamped L-\;-.JI) SCII..!'\iCr;.:-> , ISSn_:\2 . .;
ENCR CHMENTS OBSERVED
No menrs of phpic:al improvc:menr!i other th3n thOSt: oo"ed no th(.' fi.nn~hcd s.un'C)" \L'fft' oml~"ed durin)!;
.' ";;:';:!~:: suncy. -
1'his lWnier dt'pfrn: nnly th~ abeJI'l' gr"lund Indications uf 1>tJric.d or unl'k.'fJtround fcamtcs Z'I indicuc.: ~. :k:'-'f.."Sli
s~ uhbtr m:.u-kln9;l hr tJfhr.r, anellor utility C()mpan~' pbns. Other hUl'1t:d '}r underw't-ound icafUr'e': """y cn:iu
which ~Id aifee, the mk'. use nr furthl"f' CM(;umbc:r ,he dl:n:nhcd p",pert}'.
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CERTlRCATE OF SURVEY
, h~by bl1' tT'I Home hdrr-,t1 s..\""ln~ Hank, I" SUCCf..'S!lO" -.mdtl,r ;Ulsiwu" J.ockt- Rt:-ynultk U.P. Chte.Jgt, TItle:
Ct1mp:u1~ and C & C Itc01hy Companr. thilf th~ pbt represents .a TnIt' and corT'tCf R1t'\'t'Y rmdc on the ~d undcr
my din:CfjJ.Upet\'lSlun un h~' 20, 2002; rh~ su"'c)' tw bl"t.'11 ~PamJ in .ICCON:am."'C" ~-ith the "~inlmum St.and.ud
0rt2iI ~It('m(nrs (ur I.and Title Sun'r.ys" !(Iintl), csf'.ahhshc:d and adopted by rU.TA.. ~S))S" and ..\C....M If'I J?'J?,
indudingiTabk: ..\ hems 1.4.6. 7M, 1(b). 8. 10. 1t(b)& 1-1.16. Vursum' to the ,o\ca.lracy Stmcbrds ." :acktpft.'d !'y
AI :r..'\ ;Jtl ..\CSM OInd lit effn.1 un thc d:d"e (If this certlfic:thon. unllcniJr;n funh.c.r ccnitics thzt pmrer flt'ld
proccdu+. lO5t1'Umcntarirlll and lldeqwtc sun-cy ptT50nnel wtn t'mployed in order to achieve: rault!; comparable fU
rhust.' tlUlfinr.:d In 'he "~hntmum Angle, ))nt.mcc.- and C;IO$urc If.cquircmcnb (('It SonTlo Mr.:.\.'iiUI't1tIt'r\f'!: \tllictt ('.1","",11
I.and ~dmc:s tilt AI.T:\I.'\CS\f J.:U1d Title- ~IT~"S.
I fu~.~ f('t'fif)' mlolt. within !'hI: trmibnun of fNp sc~h: md IMft:rTlOhlrinn" tht- :abrwc.- ~he~ ftII c.~'.1'L'_ISC'S Within
"""" 'C:I," d .m "JOT"" within the ""'_ of Ihe f.l.A. Flood Ha1.ant Iluundary .. ddU1carcd 00 I.nmmuno'Y
M:tp P I Ua:MIJil.ClflllC prtp;trtd hy the I)cpamncnt of lIouslng And Crh:m l>C''\-'clopmrnt. Fc:dtT.\l Insur..n.:e
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82
9840 North Michigan Road
Clark Appliance exterior remodel
"Canopy Addition"
Materials List
1. Custom truss system and wood framing
2. Cedar Shake shingles on roof
3. EFIS along front of canopy
4. T -111 siding below EFIS
5. Painted to match existing
All materials will match existing materials already in use
i"
6-1-10
6-1-10
11-10-13
5-9-3
17-8-0
5-9-3
23-5-3
5-9-3
29-2-6
5-9-3
6.74[12
3x8 -:--
'~5;
;' ""
R
6x6 II
Q
P
3x4 =
o N M
6x6 = 3x8 = 5x8 =
3x4 =
4x5 "/
1-1-1~
1-1-12
Plate Offsets
6-1-10
4-11-14
11-10-13
5-9-3
23-5-3
5-9-3
LOADING (pst)
TCll 20.0
TCDl 10.0
BCLL 0.0
BCDL 10.0
SPACING
Plates Increase
lumber Increase
Rep Stress Incr NO
Code IRC2003fTPI2002
Ud
360
240
n/a
/
/
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SYP NO.3
OTHERS 2 X 4 SYP No.3
WEDGE
Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3
REACTIONS (Ib/size) R=2247/0-3-15 (input: 0-3-8), J 47/0-3-15 (input: 0-3-8)
Max Horz R=-209(lC 6)
Max UpliftR=-179(lC 8), J=-179(lC 9)
Max GravR=2499(lC 3), J=2499(lC )
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed or 3-1-7 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 row(s) of 1 Stabilizer(s) at 1/2 pts.
D-N, F-N, B-R, H-J
FORCES (Ib) - Maximum Compression/Maxim Tension
TOP CHORD A-B=-620/65, B-C=-3748/27 ,C-D=-36631300, D-E=-3433/338, E-F=-34331338, F-G=-3662/300,
G-H=-3747/270, H-I=-6241
BOT CHORD A-R=0/443, Q-R=-243131 8, P-Q=-243/3198, O-P=-18213194, N-O=-18213194, M-N=-117/3194,
l-M=-117/3194, K-L=- 8/3196, J-K=-14813196, 1-J=0/445
WEBS B-Q=0/176, D-P=0/2 ,E-N=-391761,F-l=0/238, H-K=0/178, B-P=-821161, D-N=-486/124, F-N=-486/125
,H-l=-821161, B-R -3358/200, H-J=-3353/198
NOTES
1) Unbalanced roof live loads ave been considered for this design.
2) Wind: ASCE 7-02; 90mp ,h=3Oft; TCDl=6.0psf; BCDl=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone;
cantilever left and right posed; end vertical left and right exposed; lumber DOl=1.33 plate grip DOl=1.33.
3) Truss designed for w' d loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
"Standard Gable E Detail"
4) TCll: ASCE 7-0' r=20.0 psf (roof live load: Lumber DOl=1.15 Plate DOl=1.15); Pg=20.0 psf (ground snow);
Pf=16.0 psf (flat ofsnow: lumber DOl=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1; IBC 1607.11.2
minimum roof load applied where required.
5) Unbalanced now loads have been considered for this design.
6) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plate are 2x4 MT20 unless otherwise indicated.
8) This t ss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
insp ion.
9) G Ie studs spaced at 2-0-0 oc.
10) MNING: Required bearing size at joint(s) R, J greater than input bearing size.
1 Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 179 Ib uplift at joint Rand
onllil9Eltt Dr' Q1nt J.
35-4-0
6-1-10
Scale = 1:59.3
5x10 ~
3x8 ..:::::-
I~
K
4x5 ..::::-
34-2-4
4-11-14
~5-4-~
1-1-12
PLATES GRIP
MT20 197/144
Weight: 2811b
russ
I" Butz Components. Inc., Indianapolis. IN. Gary Sayer
NOTES
12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standa ANSIITPI
1.
13) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System I stallation
Guide. Cross bracing required at each end and at these spacings: Webs: 12-6-0 for H-J, B-R, 20-0-0 for F-N, D-N.
14) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23351b down and 1861b up at
The design/selection of such connection device(s) is the responsibility of others.
16) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pit)
Vert: A-I=-20, A-E=-52, E-I=-52
Concentrated Loads (Ib)
Vert: E=-1950(F)