HomeMy WebLinkAboutBuilding Permit 02-1262
SEP-18-ZooZ o4:4ZP~ FROM-Wensmann Homes
'~7 UNIFORM BUILDING CODE
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2. Fiplll 1-1-C-3B gives informalion on the lire-ruisraace
ratings of roots whith consisl of a base slab of concrete with' a lOp-
ping (overlaY) of an insulating CODCICtc or with al1 iO$UlatiDg
board and buill-liP roofing. Three.ply built-up reaDDg COlllribule8
10 minutes tD the me-resistance rating; tb&U8forc. 10 minutes can
be added'to the a.ssemblies shown iD Fagure 7-7-C-3B, Delails (a),
(b) aDd (e), but not to thQ$c sboWll b:I Figure 7-7.C-3B. Details (d)
aDd (e).
7.708..l Joints ill Pncast Slabs. JDiDIS-bet.w=n adjac:nt precast
COQCMIIl slabs may be igaored ill ca1QJJatiDg dall slab thickness,
prOvided rhat a Q)aCr1:Ee lapping at least 1 incb (25 mm) thick is
used. Where 110 c:oncrete toppiDg is ~cdt joints must be grouted to
a deprh of at l~ oae thirc:I the slab rhick:Dcss a~ the jaw, bUl Dot
less mUll iDdl (25 1DDl), Of the jOlna; must be lJIAde fire -resistive
by Dther approved m~dlods.
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SEcnON 7.709 - MINIMUM CoNCRETE COVER
REQUIREMENTS
7.709.1 Slabs. Tbc miDirImm rbidl;Dass of CODc:retc: cover to thr.
positive IDODll9lt rewarcem.8Ilt 1$ PVCD ill Table 1-,-c,.D fDt zc:m-
forced CODc;:(ete aDd Table 7-7-C-E for prGStrased coDCRte.
Tables 7-7-C-D aDd 1-1-CE arc~\e mr.solid- or hOllaw-
core 0IaC-wa~ two-way slabs WIlli t undersUJfaCCS. Slabs may
~ ClISl:-ID-P ar precast. .
8519053878
T-115 p.008/017 F-888
STANDARD 7-7 ~
7.709.2 Beams-
1. The uUnimum thiclmcss of cQncn:tc gJVer to "the: positive mo-
ment reinforcement (bottom steel) for n:infoR:ed concrete beams
is shD"'n ia'Thble 7-7-C-F for tire.rcsisCaDcc ratings from one to
four hours.
2. 'I'bG minimulD thicknesS of r;:Oncrete cover to the positive
mCl1nl9lt pRSU'c:ssiDg tendon (bottom steel) for PTr;$lI'CSSed COD-
CI~tc beaDIS is sbaWD in Table 1-'-CO fer fire-resistance rWg5
fram oue to four bOQES.
SECT10N 7.7.,0 - CONCRETE COLUMNS
1.710.1 MIDialum Size. Table 1-7-C-H sQows mil mblimum
overall dimensions of reiotar=d CODc:rete cmWDDS for firc-re&i5-
~ce raI1Dp tram oae (Q Jour hours..
7.710.2 Miaimam Conr tor RdDforced Conereb= Col~
U1D15. ~ JDI,DImlDD. caver to d1e main retDfgra:mcnt ill columns
for fiR.-a::Dsl1lllc:e ntiDp of OQC hoar. one: ad au-half hews, two
bmJl'S md daree ham ,ball be 11/2 iDdIes ~li far a four-heW'
ntiDg. the minimum caver to me IQain lDCIIl shall be 2 in-
cbes (51 DIDl) for siliceous aggtegate CODcrelC and 1"12 inches (38
QUD) !Dr carbDuate aggregate cmacretr; or sand-lighlweigbr c:ou-
aete.
TABLE 7.7.e A .MIIIUM EQUIV~nuc;lCNESS, INCHES. OF CAST..M..pLACE
OR PRECAST CONCREI'E WAus. LOAD BEARING OR NO~'BEARlNCi
JlIM...-WALL"IHCI[IIfJl$ ~FQRFI~! RA'lIIIGOI'
. ::I5A ,. .....
COliICRETE'1"tPE 1_ ,V.Hr. 21tr. 3"1. . Hr.
Siliee.DllS" 3.5 4,3 s.a ~ 7.0
CarbGDaEI:I 32 4.0 4.5 6.6
SMd-ligJIlWl:jPt 1..7 3..3 3.8 &.Ii 5.~
U~i8bE CIl~ :z.s 3.1 3.6 4A S.l
ITJn: ~_ ~ =-y ilKiudG die IhictlleS af pardaad ~ plaslcr at 1.5 liiDl;S tK IIaiI:laIas of zypslSIII. plaSkr appracd. in auolCJanCG wilh the
requucmeDts afCaapletZS. " .
TABLE 7.7.c-a--vALLlES.QF R,.~ FOR USE IN FORMULA 1
YM,I,1G all ",'" FaA USE IN qu.ctIDI'll fGR 'MaCfESS Of'
111,11. I IlL ~I IlL l~1 ... ~IL ... t~1 .... li~'" Ul.
TIP! Uf IIA1ENl 118_ (11"1 IJII- t-- I'! -I (,Il -1 t1._ " "-'I t1111 mlllJ
Sili=ouS qpesDIG eaaaelt 5.3 65 8.1 9.5 U.3 13.0 14.9 16.9 . 18.8 20.7 Z2..S 25.1
eadJaaalll ~D ~DaetS 5.5 7.1 8.9 10.4 12.0 1..0 16.2 1&.1 20.3 21.9 24.7 n.'}.3
Sud-liPl9oCQllt CDncn:te 6.5 8.2 105 12.8 15.5 18.1 'JD.7 23.3 26.03 :3 :5 J
Li~gb1 cgacrdc 6.6 8.8 u..2 13.7 16.5 :13 ll.9 1A:1 'Z1 ,8,' '3 ;I '3
[~ l:G1ICt'B1IS1 9.3 13-3 1.6..6 18.3 11.1 3 1 :J '3 '3 J
,Airsp - - - - - - - - - - -
l
'Dry lIDit wcighE oi'3S pcf(Sfi3 q/aiJ) or le.ss ad c:aasiIIiag of czIIuIat, pcr1ltl: 0I'~1ll_c:n:le.
~a&.O.5g valllc fix 1/2 iKIa 1D31/Z QIdIC:s (13 _la UJIIIIlI) airspa= is 3.3. 'I1IllR..D.59 valws farOZ1h iadlClIlD 3V" iIa&:hcS (64 mm1D891Dm) a1rspace b 6.7.
~c: &e-cc:sil&llQ= ntiDg I'Dr IIli.s I1Iic:bacu c:me:eds faIII' bows-
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TABLE 7.7~ UlNlUUM SLAB THlCIOIESB FOR COMCRET'E FLOORS OR RClaFS
.............. nar;uES8lJNOESJ FOR ~ JUl1DlQ OF
. at. ....
cONCAl!TE nPI! 1 Hr. "12 ""- u... .3Hr. . Hr.
siIicdJs1 .. 3.5 4.3 ~. 4P '.0
CadIoaaIs . 3..2 4.0 6..6
Spd-lIgIItwl$ish& 2.7 33 5.4
X;.i&ftiwDighE . . z.s 3.1 3.6 4~ 5.1
'.......
''I1Ie c:qoinlml' tbiemas _y indudo 1be ~ ofpJCUud canaIt plutet or 1.5 dIMs till ~ ol BYJISIII1I p"*" applied ill -=ordan= witb tile ~quln:.
~~~~a .
_'7'1
SEP-18-ZooZ o4:43P~
FROM-Wensmann Homes
8519053878
T-115 P,009/017 F-S88
. STAND.RD 7-1
1997 UNIFORM.BUILDING CODE A
UtC~ all CDVIilR (IrCHDJ l'O"'l'I,,~_CII: ~ca QII
. ... ftIr ",Ill
",..uaIMd' Un",..JMdl
CONCRET1! AGGAEGjl.ft: lYPti 1 Hr. ""atlr. 21ft. 3 Hr. 4H1'. 1 Ht. 1";r;tlr. UIL :)Hr. a Hr.
SUiceolAS '/4 """J/~ J/~ '/J. 3/4 3/, J/J. 1 11/" fila
c.ubol1a~ 3/4 j(... 3/4 3(. 3/. J/. 3/4 ' ~4 111... 11/4
SIJId-Utbt'ltelgILl 3/4 3/_ 3f"j 3/. ~4 3/. l/", -l4 11/. 11/4
UgbLWcight 3(. 3/... 3/01. '3/... 14 '1, )/.. 14 11/4 11/.
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TA8LE 7-1.c-D-COVEA TMlCIOIESS FOR AE}tlFOflCED CONCRETE FLOOR OR ROOF SLABS
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lSse Sc:ctiol'l 7.141 of UBC Stanct.ud 7-1 far pidaDca ClD ~ecIlUld anmuaiocd assemblies.
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'ntICl<NDS OF c::GVER IflCHIIlQ FaR F1RS.1ES1Sf~ IUD1NG OF
,,2IIAfar _
. ..........' UnrwW'~
Q)IER~ AGGlMGAm,..".E ' Hr. 11/i1 w. aHIlo siV. ,,"r. 1 Hr. 'f'hKL 2Ht. :II Hr. at1r.
SiUecollS ' . '14 '/4 ~ ~ ~4 1V. . 11fl ~ $ 23/.
Carbcmatr; '31.. Y,4 I.. 1 l~a 111..
Sllld-1igblWag!u 3/. /4 'I. I 118 Z1/4
LipLWCiSm 'J/.. 14- 3/. 3/4 3/_ 1 13/.. . 1112 2 21/.
TABLE 7"7-co-e~0VEfI THICKNess FOR PRESTRESSED CONCREM FLOOR OR ROOF SLABS
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lSee SccliDll7.1"1 at tJBC SWldard 7-1 &:It pidaace OJl n:r;trIiJled:uui ~ assemlIliCIs.
c::DWft 'TMICIOlDS pet45$) !'DR ~ RAtING OF
.EAIlI..",..Il...., ,,~for_
,,~OR UIIf11iSTRN'fS11 ,,:l5AIDrDlIII ' Hr. 1'13 Hr. 2"'. 5"r. ' . HI:.
~ S 3/. '/,4. 3/4 1.1 11/41
. :RI:Slc.lIiDed 7 '/4 }- s/.. 'f. '1_
a~d ltUI 3/4 14 3/4 ,/" 'I.
U~ , 3(. t 11" - -
UnrcstniDcd 7 3/" "/4- '14 13/4 3
Un~W:d it 10 3/4 3J. 3/. 1 13/.
TABLE T..7~F. IIINlMUM CO"ER TO IIAIM REINFORCING BARS PO" REINFORCED
CONCReTE BEAII8 (APPLJCA8LE TO ALL "TYPES OF stRUCTURAL CONCRETlE)
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15ft S~ 1.141 afUBC S\:QdIrd 7-1 (gr ZUidlllcz em ~ed ..d JlDII;SIl'aiDed __lia. ~b;d val.as far rc&niDed asselllb~ IIWIy III l:IcIIDa ~
marc diu 4'6:ct (1219 1IUIl) Oil cr:IllISIS; lbr teIlcraiPd bamS spaced 4li:ct (1219 IllIZI) of less 011 &:mtelS, 1IIiDim1l1ll CD\ICr .of'/. iDch (151.111IIII) is ado:qualll for
radiiI' of faur bows PI' .-.
IPor blllUll \Yidlbs betwell dae blbulalld vallie$, lhI: IIIiDimu1D CDver lhicII:zICIa caa be dlllaaJiud by mrc<li inwpolatiga.
MAlI WIIJ1l't' cavER~OHCHESI JIOft ~cu ~1lNG OF
(I.-I .lIIiA far ...
~ ~ . 25A tin IlUII 1* "1. Hr. I",. aH" 'Hr.
AGGAIGA1'& "NPE'
~ CUb or SiI 8 11h, 11/1 ~ ~ 1.1/';-
Q,lSUailled ' c:am Dr SiI ~Ii 11h Ilh . 1 J 1",'1.
llcslnlned Sand LW 8 11/z t1Iz 1 2 'Z 22
~tnin~ SIIDlI LVi ~12. tl12 11/1 11/2 ilia 151r
UIIP'Qraim:d Cub or Sil 8 Ilia 1~'4 .~ ~
UlIn:s1rainl:d -
uaresniaed Ca&b M SiI ;t12 I1Jz. IlIa )
UmalRiDad SIInd J,..W 8 t1l:z 1112. -
SaI1d LW ~12 11h 11'1' l-~/a 1 21/2
.TABLE 7-700C G MINIMUM COVER F'OR PRE$MESSED coMCfIEfE BEAMS'
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111U1i sable sllall nut apply... [__pal bcamIo. ' . .
:ZScc Scc;Uon 1.141 of UBC SwadIrd 7-1 for 8JSidaam on n:&taiJlcd _d wart:SIni.lIcd UIIIDlbllCllio 'IaDtalated vllluClI fcx' n:slniaed .".,..blia apply to bcaDIS spaced
more !!tan 4 FIleI 011 CIlIller. ' '.
3Carb '" c:mtxJnale .~ ~~ 5"11 . silicCCICD'~ CXJIlc::lSIIl, Sand LW · slIIlIlliPcwcighl CDocre_. .
_................... "",,"'" ....-QD'......... -l......- _....... "" .............-., d_ "'_L "(
5Tbc CUVCl' CUr ID iodividulll u:adDa is dlc lIIinial1am ~ ., ~ bc~ IIIe sadaa= of lllc IcDdan mil tb, 6I:B~ slUfacz of lhe1am. ~ thlllbo
~d dudllbI: Il!iIIIlDCCI cover 1IIic:baS is 111, Ulillimlllll thidt:IIas af CDI'aIlI:!l bcllwlID _ 'sodIM= of w daelllllli W= surfacI; of \lie bAlD. per bnIn5 ill wilicJa
SlVcIaI ~Qdons lIIC -. IIIe cgwr i5 aaumed to ~ ~ average or tIIIl aaiDiIDwn IlOver of die individuall.llldu6s. 'The CDwr far JAY iDdivjdua!ln- WWSl Dol be
lCSli !.ban DM balf of the VIl1_ pyeIl i111hb 1abIc: IJt leD tbu 1 iac:b (ZS 111111). . .
'l'Iat pl1letical feM' 8-1nc:b--..idG (~ _) btiun. bul sbaw11lbr pW1lIIICS'~ illlarpaWiOlL .
SEP-18-Zoo2 o4:43P~ FROM-Wensmann Homes
1 SlIT UNIFORM BUILQING CODE
8519053878
T-115 P,ol%l7 F-888
STANDARD 7-7
A
TABLE 7_7.c.~INlMUM SI2ES OF CONCRETE COLUMNS
-.IIUJI CDLIJIUI D1"'CIM Ollc:ME!5'l R3R F1RE-RE$IS1aICI;lII! RA'IWIG oF
.~tlll_
~ OF CQMotIETE 1 Kr. Willtr. 2* 3 IV. . Hr.
Silieeous 8 8 10 4? 14
Cuboaale B 8 10 14
Sand-ligbtwcipl S I 9 12
:\
THICIOlESS.OF INSIDE wv:rHE OF CARBONATE OR SIUCEOUS'AGGREGIl11:. CONCRETE. IN.
OLrrSlDE WVfHE
CARBONATE
5
(
'- .
Ie
~O~ 4
~~~ .
:,:\Zll.lZ
'001%- 3
l!ilDl~
(IJ~05
8lU.SZ 2
~QwO
~~~u
....~cn 1
\
OUTSIDE WYTHE
S1UCEOUS
4
3
2
1
5
o
12345 0 ,234
THICKNEsS OF INSIDE wvn:n; OF SANo.UGHTWEJGHT' CONCRETE. IN.
Far $I: 1 iJICb ... 25.4 !DIlL
"-.
FIGURE 7_7~1-FIRE-RESI5TANCE u.nMGS OF TWo-WYTHIi CONCRETE WALLS
CONstSTUlG OF WYTHES OF i:HFFEREJIT TYPES OF COIEREYE.
:a-7S
SEP-18-ZooZ o4:44P~ FROM-Wensmann Homer
6519053678
T-115 P.Oll/017 F-88B
A.lD
ICBO Evaluation Service,lnc.
5360 WORKMAN MIll. RoAD . WHmlER. CALIFORNIA 90601-2299
A subsldlaIY corpctatiDtJ of !he International Conference of Building Officials
R.tpart No. 32.64
Re/SSUed November " 1995
EVALUATION REPORT
C~~r1ght c ,995ICBO Eva\llatlan 5ert/lc:D. B.
Filing Category: RRE-RESIS11VE CONSTRUtTION-Olher fire-resistive construction (OlD)
D~GNOFRR~~CONSTRucnoNFOAPR~
AND PRES'\'AESSED coNCRETE
PREC.sTIPRES1RESSED CONOREI'E INS'PTUTE
175 wEST JACKSON BOULEVARD
CIlCAGO.luJNOIS ~3
1. SIIbled: Design af Fire-reslsl1ve ConBtNCIian fa( Pf8Cll5t and Pr8&lJ'e51ied
Conc~ '
II. De&erlpUan: The design alllre-resiS1lve camdNclIaI'I (ar p1'asnssed c:On.
crllle uliflZl!l9 known strength-tIlmparature re\;dIonshIps of c:ancrets and steeL
Wilh thiS informBIlon. and lhe &pedIiedfLm\8Clll8l1lpet8.U8$in U.B.C. S18ndard
1-1 tor variaus lIre-(e!llsllve ratings, 1he redlclld lIIlim8IB slrenglha at ItUJ can-
!;tete and relnla~tlllle", c:an be~' The uIIIInidB sIIInlIIhs at1he eIeYaled .
te~ an detBrmiIed by melhDds cOr\SlIl8n'''' ChaplIlr 19 ollhe Uni-
1QfT11 Buidlng Cade elC8p\ dud. all \Gad and Qlpaaty nllIucllan f8d<<s B/'B wity
which igc:an&isllnlwllh'tmlc:ondillonS of ac:ceptanc:B af ateRlBd tlr~'"
sembly ~ wbh:h!he 5b'lICU'iI membels need unIY supparta load lull JEUIIs In
m&lIimUm de&l!Jl SIr_BS lor 1he r;.clIlCreIB and slBeI at a oonnal tamperllbl'e
range. The uIlimale $ItIIcluraI capacIly at ltIe malTlber al!he eltw8ll!d ~Ilt'
wre _&18l'lt *"It !he reqWred ftre.resislille raIIng is ~ to delerilliM
lfitis greater than !he d8&iF concIilicIII..TIIe._eraWreS or1he RllttI\.J,....ment
lIfId canctele alll specllled 8lIterNl temprnJur8 col\Sid8r: lie lhicknElS& and
lype of aggregale IISIId, configurllllan otitis suud\1Il1I CGIII~ent and WJialigns
gf canereIB CGVIIf avertendan&. 1111I uIfec:t at swtace lIP~ attilB-fUl&llv-
coalings are col15hlered in tis ,spoll bUt R'COgnitiDn Is limbd la speciIic prod-
lIdS covered In othilI' evaluatlDl'lll!)ClM.lhal JllhInH'C8It1e pCI ~ de-
sign proc:edura
1'1Ie design of llfe-feslB1l\ll conslJucliGn r~ DIe use af the PC! mllJlll
'Design fill' fire Re&istaflca at PtIIC8Sl ~ eancna. "1., a ~ of
whid'l mu&t be submJ1!ed to th8 buDdIng allidal.,.,t\sn a fire-rBBiSlIYe design un-
der.lhl& rcpall IsSlJbmllled for Bppnlllll. 1118 ~ dB8C:rib8d in IJjs report
and Ole pQ lIlII\\lal comply wi" SecIlan 70s.' of tie cads as aIlemslls m
TablBS 7.~ 7-8 and 7..c,
1b& tir~e design pr0ceduT8 is appli&:able ta the fOil_nil:
1. Cancrste beams and aI8Ils under rBSltiiln8d and lJIlI'8&1riIin8 CDI'Iadions
wi1h consld8tallan of cantinuily. If prasant In canllnuGus beiBIIS, 1M uIimate
positive mamsnl capas:llyinubledta a higheueductian t/laft1he ulllmai8 noga-
tive momeotcapadtftlecaUBe oflh81acaDan af_an "*,Iatcemant n_the
badDrn clthe slnICblI'8I member. The RfIgaDve moment relnfgreemem ralia musl
be IimilBd so lhat1lle ~ IndlllC does nor exceed D.30beforB and der
lIle ,~sIrcngth re$ldIan 1& callSidered. ThIs Ii to prevent compres-
sian ta1IutB In- the nl;l(l8liv~ JtICIIIIent region. AlIea!lI2D percent at Ih8 negasive
marnent reinlDrtalft8lll:rnust be .*"ded ttvaugb \he con1lnuoUS member. He-
dailud beam8 BJId slabs are dBSigned an !he CQf\C8pt !hat lbe rainfalC8llltlnl
al1hll e1svsIed IIR\p8I3IUrei. a yield slJ'engtI\ equal tg die thMst lOfeal8d by .
lhe lherm8l restnQt. TempendURl rise "" the ~ lace r:4 a t;MCI'e1.8 Roor
or roof Is considend on the batIIs of equiwllInt 1tKIInllSS and the type ar aggre-
gate used.
z. PreCIII WaD pallels: The dBSlgn prClG8C1l.n cavflI8 &aIil8l\d h(lUow call-
cret...rall panBls.lndudlng nabed panels. utlizing ~ types of aggregates.
lb. de&I!Jl pruceduraS consider bearing and nanbesrlng condnions.
ilL EYldeJa SClbmitlld: Manual for "Design far FIre ~cil elf Precast.
PrBSlnlSS8d Concrete.. 1989.1'11pC11t af~ tests and research bul/Bllns arl $ub-
mifted.
Findings
IV. FlndldF 11lal tile ftrH8SIsllve de&lga proc:tdln lor prer;1reSHd
lIadzan1J1 c:anapan..ts and ~ ..... cDmpU... with the '914
UtlllrJnD B""tI1IIg ClJde"", lUbIectbl me-IIIIIDwln! cDIIIIUIDIIlII:.
1. A capr allbe secand eclNan Dillie PrIlca&tJPrnlrl$lled Cuncrete
....lltIItBlUIlual edled -OlllgJIlar F1reResl&tlnC8 at PrIlC8&l'"
stressed COflGl'ete, .1_,11 alMnlllltl.lth uch praIcCt on WhId1
dllll1s cd firM_live aonsncllell al1l Pnd on ibis reference
manuaL
2. Clk;Ulallans conulJllng ~ colllllllldlan iIIeln lull cal1l-
pllllcellllltllhl dllllgn IMDUIl-..d arsdmllled to IIIId appravecl
try tile blallding ottlclal prlar to eonslnldlon.
tN& raport Is subJed.1D rM:II8Iftinatlori in two yeafL
...,_...-.,1<2O__1_...__....-~...-A_.,lJ2tJ._..-_........-
.----.......---.........-............--..---..--...-
JtJJj../ir P! eJdI. Sflbject...rc. '
_......-----..----.....- n-lr3JOE-..-b<&...-...,..._'"
_......--.....-...----.----.--.--..1<20---- ..
..-.......--.....-...............--..-.....---..............-...-
page' aU
SEP-18-Z0oZ o4:44P~ FROM-Wensmann Hom.s
8519053878
T-115 P,OIZ/017 F-688
~
A1
. E 119
X2..9 PiC2....~Al1 taken to show wbat cmnot be c:DVaa::l
in the n:port or to cbrify.
n9.1 AsSCd1bly in cODsauctiOIl.
x2,.9.2 Exposai fag: prior to 6re t&:SL
X2.9.3 uor:xpast:d f;u;z at stan of eDd~ [eSt; iDcludc
ra::crcling equipmeDl ,.,ben posable.
X2..9..4 Ua~ tac:e at end of fin: c:adUf3DCl= u:st..
X2.9.S ~pasai lace at end of file c:Ddwance b!St.
X2.9.6 'UD6pos:d ~ at cnd of tin: ex~ before:: hose
t&::St.
X2..9,7 &posal face 31 cud of fire c:x~ before hose
u:st...
X2.9.8 E~ Faa:: after hose sur:am u:sL
X2.9.9 U~ far: after hase sUI:Im- u::st.
X2.10 It is csseudal. to bav!: the fa~
X'-10.1 I)erailed. dJawing af'tCSt SS'!r:Ulbly.
X2.IO.2 Piaun:s (X2.9.1, :x2.9.4, ::0.9.8, and X2-9.9) for
every test tcPQtl.
X2.5.l IDcluded sb:ill be a $lD.1I:1DeullO the efFect that the
coQ$lJUc:UoD txlUy- rcpn::sClI1S field ca~~ If the CDD-
S'lIUcrion does Dot ICPrelel1t typic:::a1' 6eld ca~on. theD
the deviations sbaD be QQred..
Xl-5ol If coastnlc:bQD. is UDSYUllDcuicDl (bas QiJferent
details on. each face) be sun: to iDdic:aa: the faa: expcsd to
~ with comliDcuts Oil. 6rc ~ &olD tbc: oppositl: _.
X2-S.3 rue u:sL
X2.6 SumrruJrize RHsWts. illdude:
X2.6.1 EJSdurance time..
X2.6,2 Natw'C of failun:. and
X26.3 Hose sm::am \eSt. n:sults.
X2. 7 LisE Offu:itll Ob.serwrs--Sipanucs of n:spcmsiblc
persons..
X2.8 .:.4ppendix-1Dclwlc all data DOI.speOfie:dly p:quDai
by u:st $1aDdard, but useft1l to 1:Jdit:I" 1IDdC'IGD~g of t&S
n:s11laL spa::ia1 o~ for Building Code 34JProwls
should be iD ap~di:lL.
JG. CUtDE Foa D~ CO\'IDmoNS OF DSIJWl'IT MI. nooa AND IlOOF ASSEMJlUIS
AND FOlllNDtvlDUAL BEAMS
indiWluBll:lealOS in buildings sball be Q)~ R:Sb;'aiDe:d
wbcD 1bc smTQUDCIiJa& or supporODc ~ is ~ of
l"CiisriQg sub:GDtial thI:rm3l cxpasuioD tbrougliou.t me I3JlgC
oranticiplRd e1cVa1ed ~ ~OD Dot COD1-
plyiDc vritb. this ddi1:Ii1ioD arc usumP.rj. to"tJc fI;a: '0 rogm:
aDd. CEpIUId and sbaIl metd'ore be c:::&)nsiden::d as wm:-
saaiD,ed-"
)0.5 'Ibis ddiaiD.oD'rcquirl5 tlu: 1aIio&ci5e of eagiD.ccriDC
j~ to ~ ,wbat coQStitlltl:S rcst;E3iIIl1O ..~
Scmtial'1lJa1D8l cq:BDSion.." R=;tmiDt may be provided- by
the 1ata8l g;~ of suppar15 for Boor aDd roof asmb)je5
dAd ~ bcam5 fenoing pill of the UiClDbly. In
0J:der to dtYelop R5'U3iDt. coonec:ncms must adequately
triIDSf'cr tbdmal mrusts to 5\1Cb mppo1"IS- The rigidity of
a.cijQiDiDg pauc:Js or QIUctun:S shauId be c;DIISide:R:d - in
"'---="2 the ,:apabiIitY of a ~ 10 msist thermal
c:xp8D5iono CoD1:inui~. suc:b as,' that ~ in br:amS
~ collliJauously O'ICE' 0101C tbaD two supports, d
iDdnclc ~ n:straiDt .,bich wm1JSlJ311Y add to me fire
raUaDc:e of~ memben-
Xl.6 III Table X3.1 anly the r:;amm01l tyJXS orconstrW>
. UODS 311: IisraL ga,riDg these ~Je ill JDiDd as w-::Jl as tbe
pbiloIoPhy dP~~ in tbe ~e. the user sbould be
able to tationafi2c the 15 cammOIl. 'I.'yPI:I of :...JQSttUctloD.
XJ.l "Ibe R"/isiODS adopted. in 1970 iAuoc1ucz:d. tile coD-
cept of fire enOurmcc cb-if;r.sdioDS l:IiIs!:d Oll t9rO CDDditioDS
of sappart: (eStrained. and. ~ed. M a RSUh, sp:ci-
meDS caD be fire u:su:d. in such a. maIIDCl' as to daive tbi:se
two ~Cil1iOD5-
X3.~ A ~ c:anctiDoa. in fiR tesm. as uscd ill tbis
'teSt mdbod, is QUe in wb.icl1 ~on at the snppxDi' of a
load carrying e1cml!Dt rau1tiD& from me dfeds of 1be file is
n:sis;tI:d. by. folCCi ~ 1.0 tbe c:lc:lllmt.. AD. u,marraiDal
coad:i1iou is one iD wbic:b 'the loall ~I elaDeIIt is &= to
I;Xp8Dd anI;! roWC at its SUpPOrts..
,0.3 "Ibis pide is ba5r:d all mowlcdge am=tly avail-
able and recom:mcods 1ba1.al1 COJISt[UdiOI1S be ~ as
either re;aaiJ1ai 01' ~c:d. 1bis daJ.~~on ,.a
emable the an:bi~ ~neer. or buiJdiDg aflicial to carteIaU:
the me eD~ c:~fi~D, baSIld. OA coadi1ioas of
n:suaiDt. 9Iidl the ~Il tYpe ack:r c:aosideadion.
While it has b=ett shown that ~ C:ODdiIiollS of ~t
will iD;lprc:lve fire enduraDCIe. ~ lOt t::SI8bli~g
tbc pn!SeDCC of sufIidmt IeStraint in adU81 constnJdiaas
have not bc:cIl ~
X3.4 For the purpose of this guidI:. resaaint in bIIilcli"S'
is defined as folloWS: "Floor' and - ttlQf assemblies and
)
~l \
l
,l.,n
SEP-1B-ZoOZ o4:44P~ FROM-Wensmann Homes
. E 119
8519053878
T-115 P,013/017 F-888
A'b
'1
T~ J1,1 ~ =- or ~ ~.l'!ld'" ~1IIl~...d
.
I. W.. DIiIdlg:
Sir9II ~.., ~ ~ end..- at nUIiIIIB ~
(1) ~... jCiSS IS'... .... ~....-. SII, ..... ..-. t.!IIIIIIII CiIIld*lg
(21 QGn:nIIII sIIbs. pe:d trit$. ~ tn!IIlI dII:iting
WItIdI' ..... d ........ llIIyC
(1) '-, l!1ltID __ jcliStS. sII!IIII ~ a' ..... Olddng. - ~ L:, --- ~ QID
(21 ~r~eD'" jaiSIlI ar SIIIIII"'-' ~ ~ Ids ar .... dBddng
(3) QI:St~ caawl8" ~
(4) PI8:a5t a:n:z8lII ~ _ ......lftIIlIIIlI_---1s n!&isII!d '" ~ -~.
U. s_ 1nJminIl: . '
(1) 5_ ~ ..,!dIllI. IIlIeEIl. OIl !I:IIIIId 1D .. ~ II1I!IIlDIi's
(21 M tJpIS d J:BSt~ \IaDI _ .., .... (sd as ~ lIIa ... ... jaisIIL U'III ..me &IIII:lG) .tHe .. ,...........4
~ OIl nd .,.... is :B:IftIf ~ .. fnn*'!J ....a.s
C3) Allype ~ ~ - ~ III:a' (11 ralIl5'fSlllllS ..nn'" ~ ~ .. ~ lD ........ ~... 1M ,~4i.-'!Id
p3III'I1iIII ....... _.sian a( hi IaIlI" er lid SfSIIlIP is ~ ~ .. bII*Ig ~ (11 .. aa;air*1g loaf ... ratIf
...JII ~.
III. QcrjCnIB.......
III a.n&..-r Iar;IInIS lD lIIB rmmng ~ .-....ed
(2) AI 'JPI=I d. ~ ilia' << ,. &,-.ns (sI:ft as b-,.n"" . - .. SWIS.. ~ jaisIs. - .... saes) IIlt'88 - .....air82
... sy&IId is c:a:R wIII'I - trwniP!J ~
(3J InIBtat _ elllEIIilr ~ a( &ftICZSI SVSII!iIIIS" __"'t' , il:i"It!i 1'C:iId*lg....... ....,.d. .&AI io ..'~"'"
,.aI&t n i:I:Id*ln. (1) .'~ - -.,..... ,--
...~.. ~-<<-".....,,_...- --- ..--.....-
...... ftggI' OIIlaD1 &'IISIIIII"> iii ~ Dlr 1lE ....oillg 8\IIiIIRl tII tnIt _..-. -- ...IIIIDII -- ~ :::
\Y. w~;;:~ '.
~ ...-......
,.. fbar &rid raat SJSlIlIII!III31 c.... . """.,4 ~...... ...,..l!IId ftID __ 'lIiIh ar_.aft - ~ .. wall ~ ~ _.......111 resisl n.nB
1lN'I fnlnl _ taIlt ar IDlII SfSIBIL '.
. Fer~.' . _ID ~ tnIIII'IIIA _MI is.... ,. IIld 1D lie ~ wI'IB .
(1) ~ SIftI:IInI ~ UlIlCliIIII is I8ld.
l,2) n- ~ -' .. iSib rd pnElISI ur*& ar QI!IW8IIl 1M en$ ~ Iris.-db...... fiII;a at ~..... will a:n:ftID a' ndI'. er
(3) Tn. SI*8 tIBlM8l _ .. a( :_.r::..:m !RIlle.... ~ d &qIpCIfIS. ell' ~ ...... a(..... ~....... ~... ... ~ a:2S S
diN ~ b',.nnl!II WIIi!tIt ~ CII 0.1 s d.. kIndlh Iar SlrUI:U'iII..".....4!I.l ~....-s.
~..-4
........A.....
.~~..s
'-......-4
.~....i
p::pI".;...:s
....... .cd
,.....-.;:;. ,
'... .....-.41.
A
X4. METHOD OF colt1lECI'lNG FDlE ENDUlIANCE FOK CONCREt'E SLABS DI:I"EDIINED BY
UNEXPOSED SUIlFACE TEMPDATUIlE USE ro.. N~ANDAltD MOIS1tJ]ll: CO~
X4.1 Scope
X4.1,1 The standard lire CDdmallCC is the tilDe ~-
mined by unes.pos&:el surW:e. tcmpr::l3lUIe lis of a te:Sl
rrneD at a SWldant moistute 1cvel.
X4.1.2 This app:ndU. rjves a pl-....4~ 10 corn::c:t tile file
endur.m.ce of unprotr.r;red verrlcal or barizDDal slabS (solid
or bellow). made from c:s!CIltially iDmpDic buiJdinB matE>
rials; and aJDdiliQam 011 bath si4cs. wbCD moisDm: C017"l"ft'f
at the me of teSt is other than a! a staDdard moistIue ~
X4.1.3 From among the QnlllIIKID, iDcq:aDic buiJding
mataials. only the h'ydrak:d pardaDd cemr:Dt prgdw:tS can
hold (after due condiliODiDl iD aa:orda:PcZ with $a:tiou 11)
sufDci=t amouut of Illoistwe to affc:CI Dotia:ably the: tsdt
of the fU1: rest. CoQlSCClUc:Du)', com::cDilg tbc ctperim.a:l'Cll .
fire eoduraDCC or caasttUdiO'llS coDX~l";"I less tbaD 5
.,alwne % of portland a:ment paste is Dot ac:cz:lSlU'Y.
X4.l Syaabols
X4.2.1 The symbols used iD Ibis AppeD~ are c:WiDed as
follows:
.A ;:: fadDr chara~g the dz1iDg CDDditiODS (sa:
Table X4.1).
b .",. faaor clw'aderiziDg the permc:sbility of the spa;-
imeD (see Table X4.2),
--c:; _ lire =gUlall= or spcc:imcu. h.
I = rdauve bumidity.
". 0=: moistuR' CDDtcDt, volume' ,fr;u::lion fl3/ftl or gn.3t
em;J.
'"- = lI"CE8Il= m.aistwe coutmt of u:st spcci:Jnea.
IPIr: ... a'ICI8F ~ c:outcll of cement pastE,
m.: = nomiDa1 equiJibriwI1lDC1istnte c:outl!:l1t of a::ment
1JiIlilc far II. gi~ RH (see Table X4.3).
'"- = equiIibrlUDlID.....ft1: coateDt of c:a:nCDt pure at the
...m'\'l RJ11evd (see Table X4.3).
nIs = aYa8&'C mai:s1nm cmsteDt of a srandanI c:andi1;ioDed
c;oDC21B ~_...ft of same c:::aac:zetc and c::eIDCIlt
pIISlI:l YOhuDc as the tIS ~m~. ad
,. = wlume fiw;Dora or a:meat paSIC. ftJ JftJ or r;m'J /t:;m'J.
TABLE X&.1
F.- o.......~ Dying c.I*"'1a
flII2II' .. far PaWd
~ FIH cI c:..-.!..........
TISI ...-;.Ii..... ~ = ~W8lP
~ c:cra-=
1..0
~.... ~ e.d_-...-
&II II erF (1U l1;126.rcJ
_..~.:~~
120 111 1SI"F (..9 ID
71.1-C12D.35 s AtI
.,!ID ID 2IID"'I" (I7.a .
9S.3"Q (I *' 5 s RH
1~ tD"" (4!IlD
!D.3"'C) 5 .. 35 S fUt
IlIIf
'_0
70 fa 7S
Q.7
0.7
7Q1D7S
us
D
.. lIlIIn 70
D
D
1180
SEP-1S-Z002 04:45P~ FRO~Wensmann Hom~s
R ~ ~\ ..1T'ED "FilCM,
--pc..::r., MNL \"2-4 - ~,
o! "dT". the distance between the fictitious rein-
forcement and the extreme compressive fiber, will
vary. However, the force T is constant throughout
the length of the mem,?er.
The procedure for estimating the thrust re-
quirements for a given fire endurance for simply
supported slabs or beams is:
,. Determine the remaining moment capac-
itY, Mn" and a, for the test time rep-
resented by the fire endurance. The
procedure for doing this is given in Chapter
4.
2. If the applied moment. M. is greater than
Mne. estimate the deflection, 6" assuming
that minimal restraint occurs. Use Eq. 6.5
and Fig. 6.4. \If' M", > 1\11, no thrust is
needed.)
3. Determine the position of the thrust line at
the SLlPPOrts usi"Q the procedure outlined
above.
4. Calculate tne magnitude of the required
thru~t T 1 using the formula:
T, = (M - M~B)J(dT- ~- 61) ...6.9
where dy is the distance' betWeen the top
of the member and the thrust line at the
supports. .
5. Calculate the "thrust parameter," T ,/A,E,
where A, is the cross sectional area in sq.
in. and E, is the eonr;:rete's modulus Of elas-
ticity in psi. (If T, is in kips, then E, must
be in ksi.) .
6. Calculate z, =; A,Js,. where s, is the heated
perimeter of the member in in.
7. Enter Fig. 6.3 with T,/A,E1 and z,. and de-
tsrmine the "strain parameter:' ~/l by
drawing a straight lina from the thrust
parameter through the appropriate z value
to the strain parameter line.:
S. Calculate t:J by multiplying the stnIin pa-
rameter by the elear span of the member.
I.
9. Determine if the surrounding or supporting
suuc;tu~ can withstand the thrust. T 1, with
a displacement no greater than l::J. If the
surrounding or supporting strUcture can-
not withstand T, with a displacement no .
greater than, 61.' either the Structure must
be made stiffer or Mn. must bEl i~cteased.
6519053678
T-115 P,014/017 F-8S8
A.9
The procedure for calculating the increase in mo-
ment capacity due [0 a known thrust makes use
of the same principles outlined above:
,. Same as 1 above.
2. Sarne as 3 above.
3. Estimate the midspa~ deflection, ~,. using
Eq. 6.5, 6.7, or 6.8.
4. Calculate the moment caused by the thrust
M,. "'" T, (dT - a; - 6,)
5. If MT + Mn. ;;: M, adequate thrust is avail-
able; if not, increase Mn. by one of the pro-
cedures outlined in Chapter 4, or provide
negative mornent capacity as outlined in
Chapter 5;
6.4 INTERPRETATION OF APPENDIX XI
OF ASTM E119-88
The beneficial effects of resD'aint are recog.
niz~d in ASTM E119.IZl The standard presents a
gUide for determining conditions of restraint. 'The
guide inc;lude5 Table 1.1. In most cases the inte-
rior bays of multi.bay floors and roofs can be con-
sidered to be ,restrained and. the magniUlde and
ocabon of the thrust' are generally of academic
intBrest only.
It should be noted that Tabla 1.1 indicates that
adequate restraint can occur in interior bays and
elCtsrior b\tys of framed buildings when:
"The space between the ends of precast units
and the vertical faces of srJppOIfS, or between
rhe ends of solid or hoUow.-core slab units does
not e;tceed 0.25 percent of the length for nor-
mal weighr co~crere members or 0.1 percent
of the length 'for structrJfal lightweight con-
crete members.~'
Sketches ilIusuating typic~1 conditions de-
scribed above are shown in Fig. 6.15.
I
, .
Problem 6. 7 :
A parking structUre consists of multi..story
reinforced concrete columns, 'L-shaped span-
drel beams. .and 8-ft wide. 57-ft span double
tees with a cast-in-place topping. In much of
the strUcture continuity can be achieved with
reinforcement in the topping, but ramp areas
consist of a single span. Determi.ne if ade-
quate resuaint can be achieved in ramp areas
to achieve a 2-hr fire endurance.
SEP-1B-ZooZ o4:45P~ FROM-Wensmann Homes
FIGURE 720.2.2.3(2) - TABLE 720.2..4
~-
UJUIl' AIXI'IICI
f)\\"\ ------ ~\4
. .. .~.....
i CAIIID'Ia'II- SII.II:EO>I8IWE ~IAIE
l!iit 5~ 5~ '~
\IIIlfa~ 2, a~.
i I I -. , ~.
....'" "\III<
111 I ;1. ., 2 ;1 - D, 2 :a ..
T.-.u& Cll'CDlClllmlIIIIlIE lUll, IICN!B
. ~_.:
~~
Y~{lI.~FSll '9
.,-. ..~._.I'"
~I, ~- ::I"""'lJIOlE ~...
<<-lila~~:~
Iii I ~',~
; a, ., $ r', ~ ·
a ~CIF~""3M.'"
FCII'SI: 1 inch =' 25.4mm.
F1GURE72Q.2.2.3(2)
FlRE-RESlSTANCE RAnNCiS FOR CONCRETE
. ROOF ASSEUBUES
720.2.3 Conaete cover Oyer reiDfon:emellt. "!be JDiDi-
mum tbic:kDcss of CODCNte co"er over ~iDf~-.r iD
concrete slabs. xcinfmced' beamS ud prestre$Sed beams
shall comply with tbi. scctioll.
720.2.3.1 Slab covel'. 'Ibe minimum tbic:bess of COIl-
crete ~over to dle positive momc:nt reiDforcem=t sb8l1
comply .nib Table 720.2.3(1) for reinfmc:cd c:ant=CIC
and Table 7202.3(2) for prestresSed COIICRte. The6e
tables arc applicable for solid or boUow.GX'C oae-way'
or EWo-way slabs with. flat lII1darsurfaces. lksc abies
are appW:ab1c to slabs wbidl aID either c:aSl-in-p1ace or
peeast. FoC' DfCC:8St prestmS5c:d. ~~ Dot covcn:d.
elsewh~, die tll'QCcdures conmiDed ill PO MNL l2.4
shall be acc:eg[1lble.
72.02.J~ lleiDtotceci ~am cover. The mi;DimUDl
tbic/alcss of c:onc:rcre CO"eI' (D the poliitive 1DOIIK'lIlt
reiIafatceJJ]eD.t (bonom s~l) for rdllforced co~
beams is shown in Table 720.2.3(3) for w.resisI'aD&::e
ratings of 1 hour to 4 hours.
720.2.3.3 PnsU'essed be:am ~oYer. The: minimum
thic:1mess of concrete cover to me positive mamcnt pR:-
saessing tcndonli (bottOm :fit"')' fCH' restrained and
unresu'&ined presQ'eSSCd CQDcreU! bcatnS aud stcmJl1eli
units shall comply with the values Shown ill Tables
120.2.3(4) and no.2.3(5) for rm>rcsisUUlCC ruiugs of.
I bour 104 bcurs. Values in Table 1202.3(4) apply to
8519053878
T-115 P.015/o17 F-SB8
A\O
AAE-RESISTANCE-RATED CONSTAUcnON
beams 8-inch (203 mm). Of' greater in width. ValDes in
Table 72023(5) apply to beams or sterns of any width
provided the cross 5~tion area is not less than 40
squan: inches (2S 806 mm~). In case of differences
beNleen the values detennlned. from Table 72023(4)
or Table 720.2.3(5). it is pcrmitlA:d to use the smaller
value. Tbe concrete cave.r shall be calculated in accor-
drmce wilh Seaicm 7202.3.3.1. Tbcminimum concrete
cover for nonpR:strCssed n:info~emCDt in prcsuessed
eoncrete beams shall comply with Section 720.2.3.2.
720..13.3.1 Calculating concrete co~er.The con-
crete coVer for' an individual tendOD is the minimum
wckDess of concrete between the surface of the tcp-
don and the fite-cx.posed sar'fKe of the beam,
except dlat far ungroupcd ducts,. die assumed cover
tbic:kDess is the mimmum tbickDess of conc:rcte
. between the sudace of the dua aDd the f'lre-exposed
s~ of me beam... Far beams iD which two or
more tendons an: used, the C::OVCl' is assumed 10 be
the average of the miAiD1UD1 cover of the indi...idual
tendons. For comer tend.oDS, reDdons equal dis~
from me 'boaom ;wd. side). the miDimwn cover used
in the calculation shall be one-balf the aaual wlue.
For ste~ mcmbc=rs witb'two or mg~ prestress-
ing tendons located. alaDg the vertical cenraliDc: of"
me sunn, dle avezago cover shall be the distance
from fhr; bottom of.the Jt1CIIIber, to ,the cenuoid of the
rendoDS. The JK:tU8l cover for my individual reudon
:sball DOl be less than ene-half the smaller value
shown in Tables 7202.3(4) and 7202.3(S).CJ1' 1 inch
(25A mm). whichever is ~r.
no~.4 CoucndE cDl1U1l11S. cCacrcte columDS shall cosn-
ply with tbis $Cdion..
120.2A.l MiDlaaaaa size. The rniAimulI1 overall
dimellsians of reiuforced cODcrete colllmns Cor rJfC-
J%5isranc:c l.'llDngs of 1 hour to 4 hoUlS shall l;Omply
with Table 1"..0.2..4. '.
TABLE 120.2.4
r.uNlllUN DIMENSION OF CONCRETE COLU~NS (lIK':hes)
. FlRE.ftES1STAMCE RATlr.-G (hIlUm)
TYPES OJ=
caNCRE1'E 1 11/2 ZO 3a ....
SiW:cous S 9 10 12 14
Carbona~ 8 9 10 11 12
SIIIlCI-Ughtwe;ghl 8 8'(1 9 ]Olh 12
FllI' 51; I inch.. ~,J mm.
a. "nII:..ummwn dillldlSioD ill ~iacd 10 be rocdllCCd ID II inc:~ for ~~
Iaft8\lJII' calu~ ....idl \Wo: pwullclliidl:lo ;allc:lllll36 itICheJo In lClIglh.
b. 'Tbllllinimllm dimension ili p:rmiUdlIa be reduced lD 10 inl:he5 For ~c.
lanp'" eahllllllJ .idll- ,.n11lel !Iid~ lIl. last 36 inches in 1c1\&lh,
SEP-18-Zo0Z 04:48P~ FROM-Wensmann Homes
6519053878
T-115 P.018/017 F-688
STELLAR CONCRETE & MASONRY
755 East Clift'Road, Suite 100
Bumsvillet MN 55337
Phone (951) 808-9200
Fax (952) 808-9211
facsimile
TRANSMITTAL
Company: WensmUD Domes
~ ~(l/i~/01!?7
From: Dave Joslin
Name: Mike Valla:
Subject: Fire Rating for Block
Date: 9/18/02
Fax: 651-905-3678
Pages: 2, Including This Cover Sheet
o Far Approval
o ForYoutUse
o As Rec1l1estcd 0 far Review &. ComrmmtS
Comments:
Mike. here is the fire rating infonnation on the block we will be using. Please let me know if
you require additional submittals. I will. see you on site tomorrow, Dave Joslin
SEP-18-Z00Z o4:46P~ FROM-Wensmann Homes
8519053878
T-115 P,017/017 F-888
~ ~.. . , U I L U U " L . "" u, '"
. ECHNICAL DATA #1
SPECIFICATIONS
YJ COa cUr= crmw. masonry unit$ rnanufacNJed by Aggregale Incaustri8$ Canct* Ptadldl 0MsIGn:
,> BceecI minln'lum SWIdllJ'ds 3$ 8StabIithed by AS1lwt C80 for T)'P8 1 laad DcmrinS ew.c.... rTllUiClOIY triIs.
3) meet all e:.:iSling cads requirements (MInnesa2a State Buikfing Code is based on the UnifDnn BuiIdI/'ISf Code . UB.C.).
\II ICJ\Il/' pres;;we CSlIild CDllcrem mascnry Ul'\1ts rnanufadurBd ~ AggregaiB II'\CN8Dies Concrete Products Oivi:siorc
1) e:zceed minimum s:IBnds.rQs as B&tati'JShed by ASTM C90 far Type II load bearing concrete mEISlDnry un\lB.
2J mBBt all ESisting code mqLllrernents.
yPe 1 _ Mais!Urs a:lnllalled utiiIB - See Tabre 1 (Moisture CcInIent ReQtJir8lnen1S far Type 1 units) ASTM egg &pIICificatla/1& br Cclncr8't8
Me5antY. Uri'ei\.
p II . ~rwnci/StUre ~ IolOllS ~AU standard weight aggrgg&Je c:mtrorms 1D the recPremenlS 01 AS'TM CXi.
1II1~ aggr~ c:gnfgrms fQ It\e requitllmsnls CJf ASTM C331.
RATED fiRE; RESISTIVE PERIODS
119 r.sistance crt c:onr:teie rn3SlWY .....its is d8l8n7Ilned by \he "equlvalsnt Ihid<ness" elf the block i2lT'd the ~8 Qf~. The equlwletft thickness is Ihs
ll!lQretVosI V.ic:knesll of ItlliI bIacIc if .~ the- CGnctele was maldeCI into a $CIIld unit. It is aIIcuIara~ by muJriplyJnalhe ~ 1hickness ~ the % of &oDds. &.m1
:tame's. ::.n 8" b1cdc with ~'% s:a-nis has an Amliv:l"""" of 4.D In. C7.SPS :a: 5?% EO 4t lhe grea&8r ttl8 ~ulvalant 1h~. the grutBr 1M fire ralil1Q.
igtftweigh!; ~ (&IpaI'Ided cfsy) has a bettw rim radng 1tlan standard weight aggrsgal.1;l (S11ic:egus gra.veJ). As an aarnpe. 8Tl 8. s1andard weight
IceIc has a 1 hraar rating and an S" Ii~ block has a 2 hQUJ' raIng. AJlh\g the (;Qres crt 1he block with gmUt or a1her ~:.combustible material will
.crease Itre fiB resi=lance. ApplyinQ p/8sler or gypsum wall boaId will ibo incNase d1e fire re$i&tanae..
Estimated Fire Resistive Periods of Walls and Partitions of Hollow Concrete Masonry Units
Minimum equivalent thidc:ness for rcd:ings of:
Type of coarse aggregate: 4 hour 3 hour 2 hour 1 hour
Expanded Cay (Iightwei~: s.r 4Z 3..9" 2.7"
SIUc;aaus Gravel (StaJ'ldard wefght): . 6.2" 6.3. 4Z 2.S~
(Basecl 011 Table 7-S.. ul'1ifDrm 8uI1c1ing Code.... as ~dOPIeCI by the Minnesara Staal B&1IIding Code)
~
TECHNICAL DATA #1 continued
WaIf Biack Bleck Siu
ihickness , Numller (lnches)
Face Shell
l1dckns
Web
lblclrness
%
Solid
E uivalent Fire Resistive
.ess Rating In HaulS
(Inches) std. WL Lt. WL
if" 0401002- 4dX16 ,1' 111 75 a.7 - 1
4'1 - 0401402 *"Bx1S Solici - . 100 3.6 1 1
IS"' 0601224 6X8X1 f5 ,. ,- 51 3..2 1 ,
~ 0601026 Sdlr16 Z' 1" ffl 4.9 .
2. 3
a" D801000 8JSx16 11W 1" ~ 4.0 1 2
a" 0801228 ~6 1 Sl4n 1 1/4" 64- . 4.9 2 3
8& Q8012Z1 SXSX'I6' 2112- 1 112" T1 s..s 3 4
8"' 0801402 BdX16 SaIid . 100 7.6 4 4
let' 1001000 lD:8:1S 1_ 11J8" 51 . 4.9 2 3
~2" 12D1QQD '~1G 1 114" . ,1IB" 45 S2 12 S
12" 12.D11 00 12:cS:iC'16 1112" '118" 47 5.5 ,3 3
'2" 1201028 211S" ~- ----..-.
121C8X16 , 112" 57 6.6 4 4
14'" '<<11000 14J'8L1S , 112" 1 lJ8'l 4Ei U 4 4
16" 1S010a0 16$:16 1112" 1 118" 44 6.9 4 4
"NOTE: RESlDENTtAL
. If: -;... ..
,,'....~.---- ,~~....~
)
CITY OF PRIOR LAKE
ORC PROJECT REVIEW CHECKLIST
PROJECT NAME: LAKEFRONT PLAZA
An application for a site plan for an aD-unit senior
condominium building with 12,000 square feet of retail space
on the property located at the intersection of Main Avenue and
Dakota Street, south of Lakefront Park,
APPLICANT: Lakefront Plaza, LLC
PROJECT ENGINEERS: Pioneer Engineering
Nick Polta
CONTACT PERSON: Kelly Murray
651-406-4400
SITE INFORMATION
PID#: 25-001-063-0
LOCATION: This property is located on the north side of Dakota Street,
west of Main Avenue and south of Lakefront Park. It is legally
described as Lots 1-4,7-12, Block 9, Original Plat of Prior
Lake.
EXISTING ZONING: C-3 (Specialty Business)
COMPREHENSIVE PLAN: TC (Town Center)
PROJECT REQUEST: Review site plan.
DISTRIBUTE TO: APPLICATION FOR:
. Frank Boyles . Bud Osmundson Administrative Land Division
. Sue Walsh . Sue McDermott Comprehensive Plan Amend.
. Ralph Teschner . Larry Poppler Conditional Use Permit
. Chris Esser . Fire Chief Home Occupation
. Bob Hutchins . Bill O'Rourke Rezoning
. Don Rye . Site Plan
Jane Kansier Preliminary Plat
. Cynthia Kirchoff PUD
DNR - Pat Lynch . Minnegasco Final Plat
County Hwy. Dept. . Watershed Dist. Variance
MNDOT . Telephone Co. Vacation
SMDC . Electric Co.
Mediacom Cable Met. Council
Date Received 8/20/02 Date Distributed 8/23/02 Date Due 8/30/02
Complete Application 8/23/02 Date Distributed to 8/23/02 DRC Meeting 8/29/02
Date DRC
Publication Date NA Tentative PC Date NA Tentative CC NA
Date
60 Day Review Date 1 0/23/02 Review Extension
~
I :\02files\02siteplan\lakefront plaza\referral.doc
Page 1
I have reviewed the attached proposed request (Lakefront Plaza) for the following:
Water City Code Grading
Sewer Storm Water Signs
Zoning Flood Plain County Road Access
Parks Natural Features Legal Issues
Assessment Electric Roads/Access
Policy
Septic System Gas Building Code
Erosion Control Other
Recommendation:
Approval
Denial
Conditional Approval
Comments:
Signed:
Date:
Please return any comments by Friday, AUQust 30,2002, to
Jane Kansier, ORC Coordinator
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (952) 447-9812
Fax: (952) 447-4245
e-mail: jkansier@cityofpriorlake.com
I :\02files\02siteplan\lakefront plaza\referral.doc
Page 2
CITY OF PRIOR LAKE
BillLDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST
Project Name: LAKe f{Z-o,.rr" ?<-Aw-.. S~ 1.z-
( I
Job Address:
"" A I ,.j
A..yt;
. Provide access roadway for fire apparatus in accordance with Section 902 of the Uniform
Fire Code (UFC). This includes the following:
~}
(v{
( )
All-weather driving surface,
20 feet of unobstructed width.
13 feet 6 inches of vertical clearance.
Adequate turning radius capable of supporting fire apparatus.
45 feet for a s rinklered building. ~ S
60 feet for a non-sprinklere u ding.
~ Dead end access in excess of 150 feet long shall be provided with a
turnaround.
. Access roadways shall be extended to within 150 feet of all portions of the exterior walls of
the first story of any building per UFC Section 902. Where access cannot be provided, an
~ppr<wesifire protection system shall be provided.- FVLL- A~"?A 1:3 SISn=.rr
.;. An adequate and approved access for Fire Department equipment must be provided during
construction. If on site pavement is not provided when construction begins an approved
roadway surface must be installed with approved dimensions which will support fire vehicles
and equipment.
. Non-sprinklered Building: Fire hydrants are required per UFC Section 903. All portions of
the exterior of any non-sprinklered building must be within 150 feet of an approved fire
j hydrant.
Sprinklered Building: Buildings with a sprinkler system require one hydrant within 150
feet of the fire department connection and a hydrant(s) within 300 feet of all portions of the
exterior. The fire department connection shall be located on the front of the building. The
PIV must be located a minimum ofthe height ofthe building away.
FlREPLAN
. All hydrants shall be accessible to the fire department apparatus by roadways meeting above
requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull
along side for the connection.
. Provide fire lanes for fire apparatus response. Signage should read: '~o Parking Fire Lane
by order of the Fire Department." Location and number to be determined.
. Provide numbers of addresses in such a way to be plainly visible from the street or road
fronting the property per UFC Section 901. Numbers shall contrast with their background.
. Townhouse projects must have directional signs designating the numbering sequence of units
for each individual roadway.
. Provide approved key box to be installed in accessible location per UFC Section 902, This is
required when access to a structure is unduly difficult or where immediate access is necessary
for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary
access, Key boxes also recommended for building where entry may be delayed and to
prevent damage as result of forcible entry. Obtain order forms from the Building Inspection
Department.
. Fire extinguishers are required for this project per UFC Section 1002. Extinguishers are
required to be a minimum 2AIOBC rated and located within 75 feet travel distance of all
areas. This distance decreases for more hazardous occupancies. Location and size to be
determined.
. Submit plans for required fire protection equipment to the Building Inspection Department
per UFC 1001. Requirements based on the 1997 Uniform Fire and Building code. Submit
two copies of detailed shop drawings before installation to receive approval and permit.
(One copy will be returned.) The contractor should submit installation permit application
with plans.
() Automatic fire extinguishing systems (sprinklers).
() Sprinkler systems of more than 20 heads must be monitored by an
approved 24-hour station.
() Fire hydrant systems.
() Wet standpipe systems.
() Fire alarm systems.
() Cooking appliance and vent extinguishing systems.
() Fire pumps.
() Other extinguishing systems.
. Fire alarm plans must be submitted by State licensed electrician or low voltage contractor.
FIREPlAN
. Protection systems installed that are not required are subject to approval by the Fire
Department and must meet code requirements.
. Submit 8-1/2 x 11 inch site plan for development of emergency response plan.
. Submit plans for underground storage tank installation to the State Fire Marshal for approval.
Upon approval, submit approved plans to the Building Inspection Department which will
conduct the inspection and testing.
. Provide information or see instructions as indicated below for special hazards. Please supply
information, plans, specifications, as applicable.
() Places of assembly, UFC Article 25,
() Cellulose nitrate storage in excess of25 Ibs" UFC Article 27,
() Storage and handling of combustible fibers, UFC Article 28,
() Garages, repair, UFC Article 29.
() Dry cleaning operation, UFC Articles 36 and 79.
() Application of flammable finishes including dip tanks, spray booths, etc" UFC
Article 45. '
( ) Welding and cutting operations, UFC Article 49.
() Refrigeration equipment using other than air or water and more than 20 Ibs.,
UFC Article 63. '
() Compresses gases, flammable, UFC Article 74.
() Compresses gases, non-flammable, UFC article 74.
() Cryogenic fluids, UFC Article 75.
() Explosives or blasting agents (storage or use), UFC Article 77.
() Flammable and combustible liquids,!UFC Article 79.
() Hazardous chemicals, storing and handling of hazardous materials including
toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP
regulations, UFC Article 80.
() High piled combustible storage, UFC Article 81.
-- This includes requirements for fire sprinklers designed for proposed commodity
and storage arrangement, building access, access doors, smoke and heat removal,
curtain boards, and hose connections.
() Liquefied petroleum gases, UFC Article 82.
..
FlREPLAN
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
LI' \",~
,r--(-r".JI"--:-
"/''-A
r -1 ~\ "'.,)
Job Address:
Project Name:
--;~. '- ..
I. CLASSIFICATION OF BUILDING:
p., r;c C /.-
/-,;," ';:-' / ~
A;<~(/.;;..
1--, r? /' ~.
A. Use of Building
1.
Occupancy Group (Table 5-1) 'Z 1
'" -2 M
---- --:.- ,\
2.
Occupancy Separations (TableJ-B) \2. I, ~:: I Ur-
/
B. Type of Construction (Table 5-A) '3t' I HI'Z
C. Location of Property
&z.'J 00
Front &0 + Rear &0
.5 r-I
bo
L. Side 0
vJ
o
R. Side bo I
E
D.
Floor Area
1. Actual
IZ - \
~s, ~~p...
4 ~ 824-
'iVe.. .
fJ L-
11
~ ~'i
2.
Allowable (Table 5-C) \ 05 Oc>
'40UJ
3. Area Increase
a) Open Area (505) 10,500 -,t 7-', Z I, COo
b) Sprinkler (505.3) , ' , CDQ V" -Z -, 4? au\,;;)
c) Multi-Story (506)1'1,0::>-":> x: 2. - ~ 4,~
4.
Mixed Occupancy Calculation =
I '" C .~... ''-J \'- - )
E. Height and Number of Stories
Actual: Stories 3
40'
1.
Height
2.
7
Allowable (Table 5-D): Stories 0
I
Height 50
3. Allowable Increase
~' -~-.:~,!--~(:;
''::': .~ =- . A ~/ i..1tZ
C. A?C ~
.:). l .
"'~ /0:- .,
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: \~ (L-
HEIGHT OF BUILDINGS
~\.
rco .
t
FLOOR LEVEL fS CLASSIFIED
AS THE FIRST STORY WHEN
11iE FLOOR LEVEL IS:
NOT MORE TIiAN 4 FEET
saow GRADE FOR MORE
THAN 50 PERCENT OF THE '
TOTAL PERIMETER NOR
MORE THAN 8 FEET BELOW,
GRADE AT ANY POINT.
SECOND STORY
I I --
ijRSTSTORY
. Cf4'?,':> I
..-.. ~ - ~ --I
MULTILEVEL BUILDINGS
/) L / I /')/' j -;.-
r/~
r ...-
~
/':
FIRST STORY
I
~8
SINGLE-LEVEL BUILO"INGS
THE LOWER FLOOR LEVEL IS
CLASSIAED AS THE FIRST
STORY IF THE FLOOR LEVEL
. ABOVE IS: "
. MORE THAN 6 FEET ABOVE
GRADE FOR MORE THAN 50 L6; < T/'/1 ;V
,.. 12' ~~~~~~~H___);;~~:
~2 j-.t:t: I ABOVE GRADE AT ANY I
I POIm: ~~________ __/
$0-
-, ~\ '
-<--e, - .- "k LA-/' 1S,
0....-',__/ L.? /. ('- c .j\ (. ^ <' ,_ _ "'__
" \-.J ,,- -.? r\ _ 1 ~ W/"Y't,.' ..{ .
FIRST STORY
SECTION 420
HS-5
CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
Project Name:
~J it.: ,('r/._GV;../ 'T" -
,~/~, .......q ? ....~
Job Address:
I. CLASSIFICATION OF BUILDING:
A. Use of Building
1.
Occupancy Group (Table 5-1)
f7 _ !
r- ,
(-"'--" -,
- -~
""-.- ,"-,-'
2.
Occupancy Separations (Table 5-B)
2 Li(<~ ,
B. Type of Construction (Table 5-A) --sf - ; fir
C. Location of Property
1/
Fr'ont fj 1- Rear /A/::'/<
/_i
1. Side ......-
r
R. Side ~'~, -,.
:--<" ,r 1'1
D.
Floor Area
-r
J-~'
>tP
(-'.::
(. i ? ,:'i-'"
;~. ~~
~
,r -,,~.J ,.
1.
Actual
o
';7
2.
Allowable (Table 5-C)
? S~O f .
~ .::x...-A_) ~
- -:::> ;',
,,/ ;--,c (. /V:, r / ."--
:--C. '/;,;) --
. 'N:.:.L>f"!"r/
3.
Area Increase
t~
? '<~, M; 1
TOT"" '-
a) Open Area (505) lOr 500 X~' : -; ! 0,-,....;
,.;~_- 1 ::~_J"
b)
Sprinkler (505.3)
..., . .
(.~ (. C:>......;.J...:..:>
,- .',..:.l.. ....1
,-./ .'"'
r:~;> ~:)"". - _"'
c)
Multi-Story (506) .1,2-. e----- "
L:=") ,j c)~._)
~~ .:.-t-..-> ""'":'
, ': ,c.) 00
4. Mixed Occupancy Calculation =
E. Height and Number of Stories
1.
Actual: Stories
~~
'-...J
Height
/ ~trL
I
/1 !/
j!~j'(,,~
,
C?'/y--" ~ /~.
L.(""~,> <'", ~T -_:;/~ ,'.
~,',-~(" :-/'~,. /~J" t"~:: /:
2.
Allowable (Table 5-D): Stories
Height
3. Allowable Increase
IN tlLlJl:l LUJ.Jt:.;:, Co .;:> I !.J,;) , OA . U"';.l. - L. ;;;> I .I. CJ I V
'-
/"
Determining Allowable B~Iding Areas
FIRST: Determine TOTAL ALLOWABLE Bu1"LDING AREA.
(total gross square footage):
Example: 2 Story, V-N Construction, B Occupancy, Sprinkled, Open 4 Sides (60 ft.)
Basic (5B)
8000
f2 - I j (), ::,?'?
Stories
X2 (16000)
-..... I _?.:~,~
Sorinkled
X2 (32000)
-4 2. !? c'o
O.ll.en Yartis
X2 (100%) 64000
Seo,:::>,.:.>
64000 square feet 'Would be the total gross square footage of the overall building.
SECOND: Determine TOTAL ALLOWABLE FIRST FLOOR AREA_
(
Example: Same Building/Same Design. One Story Calculation..
Basic (58) Sorinkled Qpen Yal'ds
8000 X3 (24000) X2 (100%) 48000
48rio~');quare feet would :~~'~Uowcd at the t:J%~ within this building, but the
Total Building Gross Square Footage may not exceed 64000 square feet in area.
'---'
THIRDLY: Determine TOTAL ALLOWABLE SECOND FLOOR AREA.
Example: Same Building/Same Design. Multi-Story Calculation.
Basic (58) Sprinkled Open Yards
I 8000 X2 (16000) X2 (100%) 32000
-;::. ' :.:),-L, .J ? ()()...)
32000 gross square feet would be allowed at the second floor within this building,
but the Total Building Gross Square Footage may not exceed 640(t::Square fect in
area.
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\
Fire Alarm Submittals
For:
Lakefront Condos
16168 Main AVE SE
Prior Lake, MN 55372
Prepared by:
Peter Tallman
All Tee LLC
1145 Snelling Av N
S1. Paul, MN. 55108
(651) 641-0486 Voice
(651) 6410-0503 Fax
07,/ \()o~
\
Lakefront Condos
Equipment List:
1- Silent Knight #5820XL addressable fire alarm control panel/communicator
1- Silent Knight #5860 remote Annunciator
1- Silent Knight #5895XL intelligent power module
76- Silent Knight addressable photoelectric smoke detectors #SD505-APS
8- Silent Knight addressable input modules #SD500-AIM
21- Silent Knight addressable relay modules #SD500-ARM
29- Wheelock #NS-24MCW-FR multi candella horn strobes
50- Wheelock #RSS-24MCW-FR multicandella strobes
4- Yuasa 12 volt 7 amp hour batteries
65- Wheelock Mini Horns
INTELLlKNIGHT FIRE ALARM CONTROL PANEL
D.~....:.....~.
~
,
IntelliKnlght@ Model 5820Xl
Addressable Fire Alam Control System
The IntelliKnight System is the easy
way to make the most of fire alarm
technology.
IntelliKnight is the first fire alarm system to provide you with the revolutionary value and performance
of addressable sensing technology combined with exclusive, built-in digital communication, distributed
intelligent power, a modular design and an expanded, easy to use interface. Powerful features such
as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight.
For more information about the IntelliKnight system, or to locate your nearest source, please call
1-800-446-6444, or in Minnesota, call 763-493-6435.
Desalption
The IntelliKnight 5820XL performs drift
compensation and calibration checks
on each of the sensors in the system,
The basic IntelliKnight 5820XL system
can be expanded by adding modules
such as the Model 5860 Remote
Annunciator, Model 5815XL Signalling
Line Circuit Expander, the Model 5824
Serial/Parallel Interface (for printing
system reports), and the 5895XL
Intelligent Power Module. The Model
5820XL also features a powerful built-in
dual line fire communicator that allows
for reporting of all system activity to a
remote monitoring location,
Features
. Up to 508 addressable points.
. Uses standard wire-no shielded or
twisted pair required,
. Built.in digital communicator.
. Central station reporting by Point or
by Zone,
Built-in synchronization for
appliances from AMSECO,Gentex@,
Faraday, and Wheelock@
. Supports Class B (Style 4) and
Class A (Style 6) configuration for
SLC, SBUS, and Flexput circuits,
Distributed, intelligent power,
. Drift compensation,
. Flexput™ I/O circuits.
. Eight pre-programmed output
cadences, (including ANSI-3.41),
and 4 programmable outputs,
. Built-in annunciator with 80.
character LCD display.
. RS-485 bus provides communication
to system accessories,
. Built-in RS-232 interface for
programming via PC,
Built-in Form C trouble relay rated at
2.5 amps at 24 VDC,
. Two built-in Form C programmable
relays rated at 2,5 amps at 24 VDC.
Supports Sounder Bases.
Specifications
Primary AC: 120 VRMS at 50 /60 hz,
2,5A
Total Accessory Load: 5A at 24 VDC
5 amps at 24 VDC of power-limited
notification power
Standby Current: 140 mA
Alarm Current: 260 mA
FlexpueM Circuits
Six programmable circuits which can
be programmed individually as:
Notification circuits: 3 amps of
power-limited power per circuit at 24
VDC,
Auxiliary power circuits: 3 amps of
power-limited power per circuit at 24
VDC,
Initiation Circuits: 100 mA of power
limited power per circuits at 24 VDC,
Mechanical Specifications:
Flush Mount
Dimensions:
14-1/2"W x 24-3/4"H x 3-7/8"D
(36,8 W x 62.9 H x 9,8 D cm )
Overall Dimensions:
16.1/8"W x 26-3/8"H x 4-1/8"D
(40,6 W x 67 H x 11,8 D cm)
Weight 28 Ibs. (12.8 kg)
Color: Red
Telephone Requirements:
FCC Part 15 and Part 68 approved
Type of Jack: RJ31 X (two required)
Approvals:
UL Listing
NFPA 72
.Central Station
.Remote Signalling
.Local Protective
Signalling System
-Auxiliary Protected
Premises Unit
-Water Deluge
Releasing Service
7165-0559: 135
429-92-E Vol. 9
approved
CFSM:
MEA
FM
~ SILENT
KNIGHT
.,
INTELLlKNIGHT FIRE ALARM CONTROL PANEL
IntelllKnlght Model 5820n Addressable Fire Alarm
Control Panel
D ,.
.1.......1.. ~.
J
Indicator Ughts:
GENERAL ALARM (Red) - On for
alarm
SUPERVISORY (Yellow) - On
when a supervisory condition
exists,
SYSTEM TROUBLE (Yellow) - On
when a trouble condition exists,
SYSTEM SILENCED (Yellow) - On
when an alarm, trouble or
supervisory condition has been
silenced but not yet cleared.
SYSTEM POWER (Green) - On
when power systems are
normal;flashes for AC or DC
failure,
System Application
The IntelliKnight Model 5820XL
control panel has one built-in
Signalling Line Circuit (SLC) which
supports 127 devices, Three
additional loops can be added
using the 5815XL SLC expanders
to increase overall capacity to 508
devices,
The Model 5820XL's SLC loops
support multiple device types:
. Addressable photoelectric smoke
detector
. Addressable ionization smoke
detector
. Addressable heat sensor
. Addressable duct smoke
detector
. Contact module
. Relay output module
. Addressable notification module
The following advanced sensor
capabilities are available using the
IntelliKnight Model 5820XL:
. Automatic drift compensation
. Maintenance alert
. Built-in sensor test to comply
with NFPA 72 calibration testing
requirements
The IntelliKnight 5820XL features a
5 amp power supply and maximum
battery charging capacity of 33
amp hours, An additional cabinet
enclosure is required for batteries
in excess of 17 amp hours,
Flexput ™ circuits on the Model
5820XL control can be individually
programmed to function as notifi-
cation circuits, auxiliary power
outputs, or initiation circuits that
support both 2- and 4-wire smoke
detectors,
The IntelliKnight system operates
on non-twisted, unshielded cable
when wired in compliance with
standard wiring practices as called
out in the National Electric Code
760 specifications for power-limited
fire protective signalling cables, No
special wiring is required,
The Model 5820XL provides seven
preset notification cadence patterns
including ANSI 3.41 and four user
programmable selections for fire
alarm notification.
Two programmable general
purpose Form C relay outputs are
provided on the Model 5820XL
FACP,
Additionally, the IntelliKnight
system features a built-in walk test
and auto-programming, Its
innovative, dead-front cabinet
design allows for flush or surface
mounting, System maintenance is
easy to perform,
Built-In Digital Communicator
The IntelliKnight Model 5820XL
features a built-in UL listed digital
communicator for remote reporting
of system activity and system
programming, The communicator
has the ability to seize two
telephone lines to report alarms
and troubles to a monitoring facility.
The communicator supervises two
phone lines and will activate a
trouble signal if a line failure is
sustained for more than 45
seconds, Other communication
features include: retry if communi-
cation fails, two phone number
capability, download phone number
capability and touchtone or rotary
dialing, The communicator is
compatible with SIA and Ademco
Contact 10, The format is
selectable by account number.
User Interface
The IntelliKnight's built-in
annunciator with 80 character LCD
display and large easy-to-use
tactile touch pad can be used for
system operation, programming
and maintenance, It has five LEOs
for alarm, supervisory, system
trouble, system silenced and
system power, System operations
include silencing alarms and
troubles, resetting alarms and the
display of alarm troubles and
memory. The system's non-volatile
event history buffer stores 1000
events for viewing from the built-in
or remote annunciator, System
operation can be initiated with a
mechanical firefighter's key or a
valid 4- to 7-digit operator's code.
Programming
The IntelliKnight system offers
several options to simplify and
speed up programming, The
JumpStart™ feature minimizes
programming required to start a
new system. The built-in keypad
and the 5860 Remote Annunciator
give on-site access to all
programming. You can also
program remotely using the
Windows ™ Download Software,
INTELLlKNIGHT FIRE ALARM CONTROL PANEL
IntelliKnight Model 5820XL Addressable
~
Fire Alam Control Panel .
rR'I..i.. . :J.
1m
IntelliKnight 5820XL
Addressable Fire Alarm System
Wir,(lC/\W BUlltt
Fadlity
Man~m.m SQ'!\....r.
Wl<ldCWl B.U'd
l~iOownI/)1llI
So....
9500 AIJOl11don SGrtw&"O
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0i9llalfhcei....t
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5815XL i,
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5895XL
Inceltgol'l1 P oww MoclJle
5815XL
:_ _ SlCExl*no.l
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Flexput™
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S0505-APS SD505-AIS 50505.658 S0505.AHS S0505-SDM
Addlft3IlbJl Adllfn:sablt SOIlltW Bas. Addr...ab"'H.1ll 2.'1,....
Ptlolo.Jecltlt Ionllllllon o.I<ltll>f Slnolltk.todule
Deletlor O'I...ctor 5860
R'1I101.M1\lXIcl"tor
S0505-ors
RMlol.
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1
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SD500-LEO SD500-ANM SD505-6RB 50505-6IB SD505-6AB
Add"...bl. "eldlu_l. Rttlll)' B.st I..lor ,. O.ctOl' Dai,e
LED ~~ NoInc.aon S.u
MoctJle Allodlft
1
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1
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~----------- I
I I I
I Use the 5880 to control up to 4 I- _ ~
I 5883 Relay Interface MOduler, I
-------____.J
50505-ADHR SD50Q.PS
AdtA.uabl. Dud Add"UICII
rtousilllW,RllIy P",9Shriklr.
(Ion Off>hQ10l11ttctlt:l
SD50S-ADH SD500.MIM
Adtl!'tnlb!1II' MyllDry(;Qnlld
Out! D.lltlor IrlPllModull
Horning
{lon""Pholol!tttric;j
S0500-ARM SD500-LIM
.o\dlhntlble Addr<<rtl~1II'
RIfey Moduli llnllultlw
....".
5880
LEDOl'lWlr&
Irlpl.l1d6dull
5883
RIlr/ltllerrac. Moohh
5865-4 or 5865-3
lEOAnnlJn(lltar
t~-'Showrr,
INTELLlKNIGHT FIRE ALARM CONTROL PANEL
I
InlelllKnlght System Accessories
Compatible Devices
IntelliKnight's devices feature a low
profile design and EEprom addressing,
EEprom addressing prevents water
intrusion problems via the back of the
sensor and eliminates mechanical
failures related to decade switches,
Model SD505-APS
Addressable photoelectric smoke
detector,
Model SD505-AIS
Addressable ionization smoke detector,
Model SD505-AHS
Addressable heat sensor,
Model SD505-6AB
Six inch base designed for use with
detector head models SD505.APS,
SD505-AIS and SD505-AHS,
Model SD505-4AB
Four inch base designed for use with
detector head models SD505-APS,
SD505-AIS and SD505-AHS.
Model SD500-AIM
Dry Contact Input Module, Designed to
used with normally open dry contacts,
Mounts in a 4 inch square electrical
box, It features an indicator LED to
show alarm status and a coverplate,
Model SD500-MIM
Mini Dry Contact Input Module. A
miniature version of the addressable
input module which is designed to be
used with pull stations and other
normally open dry contact inputs where
a smaller size is desired,
Model SD500-ANM
Addressable Notification Module
providing a single Class A or Class B
notification circuit on the SLC,
Model SD500.ARM
Addressable Relay Module, Features 2
Form C output relays, designed to
mount on a 4 inch square electrical
box. Provides indicator LED to show
output status and comes with a
coverplate,
Model SD505-ADH
Duct Housing, Detects smoke in HVAC
ducts.
Model SD505-ADHR
Duct detector base with relay, Provides
form C alarm contact. For use with
SD505.APS and AIS sensors,
Compatible with SD505-DTS remote
test switch,
Model SD505.DTS
Remote test switch. Used with SD505-
ADHR, Provides remote key operated
test function and annunciation of
detector alarm,
Model SD505-6SB
Six.inch sounder base. Operates in
single and multi-station modes and/or
as a system sounder. Used with
existing sensor and base, Requires 2
additional wires for power,
Model SD505-61B
Six-inch isolator base, Used with
existing base and the SD505-APS,
AIS, and AHS sensors, Provides
isolation for style 7 circuits,
Model SD505-6RB
Six-inch relay base, Used with existing
sensor and base, Provides one Form C
contact.
Model SD500-SDM
Two-wire detector input module, Allows
for the connection of conventional 2-
wire detectors on the SLC loop.
Requires two additional wires for
power,
Model SD500-L1M
Loop Isolator Module, Provides
isolation for style 7 circuits,
Model SD500-LED
An Addressable LED driver module that
connects to the SLC loop and is
capable of driving 80 LEOs, Up to 40
SD500-LED modules can be used SLC
loop with a maximum or 100 SD500-
LED modules per system,
Model SD500-PS
Addressable Pull Station
S-BUS Accessories
The following items listed are devices
that connected to the IntelliKnight's RS-
485 Bus
5860 Remote Fire
Annunciator ~iI;
The 5860 features the) ')
same 80 character ,*
backlit LCD display ~
ke~d aodfirefighte', I .. .
keyswitch as the 5820, '
The system can be fully programmed
and operated from any remote
annunciator,
5815XL Signal Line Circuit Expander
The SLC expander is used to add more
addressable devices to the IntelliKnight
system, The 5820XL can support three
5815XLs, Each 5815XL can support
127 devices,
5895XL Intelligent Power Module
Adds 5 amps of power, 6 FlexpuFM I/O
circuits and 2 Form C relay circuits to
an IntelliKnight system,
5880 LED/lO Module
Features 40 LED outputs, 8 normally
open dry contact inputs and one piezo
output.
5865-3 and 5865-4
Remote LED Annunciator
Features 30 Programmable LEOs (15
red and 15 yellow) outputs and piezo
sounder. The 5865-4 adds a silence
and reset switch to the package,
5883 Relay Board
Features 10 General purpose Form C
relays. Used with 5880 module,
5824 Serial/Parallel Gateway Module
Has one parallel and one RS-232 serial
port for connecting any standard IBM.
compatible printer to the IntelliKnight
system, Interfaces with building control
system,
5496 Intelligent Power Module
The Model 5496 is a 6 amp. notification
power expander that provides four
additional power-limited notification
appliance circuit outputs,
SKSS Silent Knight Software Suite
5660 Up Down Load Software
User-friendly, Windows TM software for
remote programming of the IntelliKnight
panel using a PC,
5670 Facility Management Software
Powerful end-user software allows
viewing of detector status and event
history via modem or direct connection,
~ SILENT
KNIGHT
..
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446-6444 or in Minnesota 763-493-6435
FAX: 763-493-6475
World Wide Web: http://www.silentknight.com
MADE IN AMERICA
FORM# 350210, Rev. 04/02
Copyright @ 2002 Silent Knight
IntelliKnight is a Registered Trademark of Silent Knight
Flexput is a Trademark of Silent Knight
INTELLlKNIGHT ACCESSORY
Model 5895XL
Intelligent Power
Module
D.............'.................
.. )
.~
Ii
\.
The intelligent way to distribute power
throughout your installation
With 5.0 amps of output power, six programmable Flexput™ I/O circuits, and two Form C relay
contacts, the Model 5895XL Intelligent Power Module allows you to greatly enhance the capabilities of
an IntelliKnight system, distributing power where needed throughout a facility.
5895XL modules connect via the RS 485 system bus, Up to eight 5895XL modules can be used per
IntelliKnight system. Each 5895XL has its own optically isolated RS 485 bus to which other modules,
such as 5860 remote annunciators and 5824 printer interface modules, can be connected. You can
also connect 5815XL SLC expansion modules, adding flexibility and wiring distance. Each 5895XL
supports its own backup batteries and monitors the AC power.
Model 5895XL for SBUS & Flexput circuits
Intelligent Power Module . 2 Form C programmable relays
The Model 5895XL adds 5,0 amps rated at 2.5A at
of power, six Flexput I/O circuits, 24 VDC
and ~o, Forr:n C rel~y circuits to an . Ground loop isolation
IntelhKnI~ht In,stalla~lon, The . Transient protection
5895XL IS optically Isolated , ,
providing ground loop isolation and . SBUS re~eater conditions the
transient protection. The 5895XL RS 485 signal
conditions the RS 485 system bus . 6,000 feet wiring distance from
allowing an additional 6,000 feet of 5895XL (same distance as main
wiring, FACP)
Operation . Large cabinet can house two 17
The green LED on the 5895XL amp hour batteries
board indicates communication with . UL 864 listed, complies with
the IntelliKnight FACP, NFPA 72 and 101
The FlexpuFM circuits can be . CSFM
notification appliance circuits, . MEA 429-92-E, Vol. 9
continuous power, resettable . FM approved
power, door holder power or Specifications
initiation circuits that can support Primary AC: 120 VRMS @
both 2- and 4-wire smoke 60 hz, 2.5 A
detectors, All Flexput™ circuits li t I A
d I'd' 'd II 0 accessory
an re ay outputs are In IVI ua y L d' 5A @ 24 VDC
mappable from the IntelliKnight oa ,
5820XL FACP, Current:
Features
. 5,QA output power
. Flexput I/O circuits, 3A each,
programmable as notification
circuits, auxiliary power circuits,
or initiation circuits,
. Supports Class A configuration
Standby
Alarm
I/O Circuit
40 mA
160 mA
~ SILENT
KNIGHT
"
Power:
Model 5895XL
3A per circuit (5A
total per system)
Flush Mount
Dimensions:
14-1/2"W x 24-3/4"H x 3-7/8"D
(36,8 W x 62,9 H x 9,8 D cm )
Overall Dimensions:
16-1/8"W x 26-3/8"H x 4-1/8"D
(40,6 W x 67 H x 11,8 D cm)
Color: Red
INTELLlKNIGHT ACCESSORY
Model 5895XL
Intelligent Power Module
\.
.
Engineering Specifications
The contractor shall supply a power module compatible with the IntelliKnight Model 5820XL FACP. The power
module must have 5,0 amps of output power, Flexput 1/0 circuits rated 3.0 amps each, and two Form C relay
contacts rated at 2,5 amps at 24 VDC, The power module shall connect to the main FACP via an RS 485
system bus (SBUS), The power module shall contain an additional RS 485 bus that is completely compatible
with alllntelliKnight add-on modules, including 5815XL SLC Expanders, 5860 Remote Annunciators, 5824
SeriallParallel Modules,
The power module RS 485 bus shall be optically isolated providing ground loop isolation and transient
protection, The unit shall be an SBUS repeater that conditions the signal driving 6,000 feet of additional wiring,
5895XL Installation Example
5895XL Connection to FACP
..... ~2Q><L FJ\pP
.~95XL
(I)
i6
(I)
...J
W
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Z
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:l;;
L...".....,..."......!
...
Used In
CtassA
configurations
lAAiN S8VS 'Moor
33 32 31 30
.. ... A B
i(;)(~~; 0 /0
'TT"1- ."
......._..~....._................J ,
.....................................".... J
23 22 21 20 19 18 17 16 ;
.,...__ .'~~.~"._._(~~J
L."''''''''''''1'''..........-."J Lm__mmw...""",,,,,,,j
.... ...
Used in To _
Class A S8US deviOO
Up 10 6,000 feet. ooo-$hlelded conllguratJoos
:23 22 21 20 19 16 11 16
i~?~l
(ftc.
5895XL.2 SBUS
,
i~i i~] To no" 51195XL
SlC
~ SILENT
KNIGHT
e
MADE IN AMERICA
FORM# 350212, Rev. 09/01
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446.6444 or in Minnesota 763-493-6435
FAX: 763-493-6475
World Wide Web: http://www.silentknight.com
Copyright @ 2001 Silent Knight
IntelliKnight is a Registered Trademark or Silent Knight
Flexput is a Trademark of Silent Knight
INTELLlKNIGHT ACCESSORY
Addressable iI~ ')
Photoeledric Type I
Smoke Detector'
Detect smoldering fires quickly and get help fast
with IntelliKnight@ photoelectric smoke detectors.
IntelliKnight addressable photoelectric smoke detectors are the clear choice for commercial settings where
smoldering fires are a threat. In addition to accurately detecting a smoldering fire, each SD505-APS
photoelectric detector has a unique address, which is recognized by the IntelliKnight panel. No precious seconds
are wasted in determining location of an alarm,
The SD505-APS compensates automatically for contamination in the environment. And detector testing is
simple-even from a remote site, Like other IntelliKnight detector models, the SD505-APS offers a low profile for
pleasing aesthetics, The IntelliKnight family of detectors has been designed to use a common base, Model
SD505.6AB, allowing complete application and placement flexibility, Combine all this with the features you've
come to expect from Silent Knight smoke detectors-easy installation, stable operation, RF/transient protection,
and vandal-resistant locking-and it adds up to a flexible solution for all your fire protection needs,
Model SD505.APS
Analog I Addressable
Photoelectric Type
Smoke Detector
The SD505-APS is particularly
suited to detecting dense smoke
typical of fires involving materials
such as soft furnishings, plastic,
foam or other similar materials
which tend to smolder and produce
large visible particles.
The detector features automatic
compensation for contamination
and a simple detector calibration
test procedure that can be run from
the panel or remotely (using the
Windows™ based downloading
software ),
Operation
The SD505-APS units made up of
an LED light source and a silicon
photo diode receiving element. In a
normal standby condition, the
receiving element receives no light
from the pulsing light source, In the
event or fire, smoke enters the
detector and light is reflected from
the smoke particles to the receiving
element.
The light received is converted into
an electronic signal. Under normal
conditions, the status LED blinks
approximately every 15 seconds,
indicating that the head is
communicating with the loop, The
LED lights continuously during the
alarm period,
Features
. Low profile, 2 inches, including
base
. Simple and reliable addressing
without mechanical switches
. Automatic compensation for
sensor contamination
. Built-in fire test feature
. Simple detector calibration
testing through the control panel
or remotely through a
Windows ™ based computer
software,
. Vandal-resistance locking
features
. Field cleanable
. UL listed, meets NFPA 72 Ch 7
requirements
. CSFM approved
. MEA approved
. FM Approved
Dw&Z,
SD505-APS Smoke Detector
Specifications
Operating Voltage: 17-41 VDC
Current Consumption:
Standby: .55 mA
Alarm: ,55 mA
Ambient Temperature: 320F to 1000F
(DOC to 500C)
Mounting: 4" Square, 4" OCT,
Single gang mud
ring
Relative Humidity: 85%
noncondensing
Air Velocity: 0 - 300 FPM
Compatible Bases: SD505-SAB
(Sold Separately) (S" Base)
SD505-4AB
(4" Base)
~ SILENT
KNIGHT
e
INTELLlKNIGHT ACCESSORY
Model SDSOS-APS
Addressable Photoelectric Type Smoke
\
Detector .
~.I.:. .:
..
Engineering Specifications
The contractor shall furnish and install where indicated on the plans, addressable photoelectric smoke detector
Silent Knight SD505-APS, The combination detector head, and twist-lock base, shall be ULiID listed compatible
with Silent Knight's IntelliKnight fire control panels,
The base shall permit direct interchange with Silent Knight SD505-AIS Ionization Smoke Detector, or SD505-
AHS Heat Detector, Base shall be the appropriate twist-lock base SD505-6AB,
The smoke detector shall have a flashing status LED for visual supervision, When the detector is actuated, the
flashing LED will latch on steady, The detector may be reset by actuating the control panel reset switch.
The calibration of the detector shall be capable of being selected and measured by the control panel without the
need for external test apparatus,
The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing, The
locking feature shall be field selectable as required.
The SD505-APS shall automatically perform a functional test of the detector. The test method shall simulate
effects of products of combustion in the chamber to ensure testing of detector circuits.
,<<
Diameter = 5-15/16"
--------------.,
.,
Diameter = 3.15/16"
Iy
C)
Height = 2 inches,
including base
la_~~1
Model SDSOS-6AB Detector Base
(front view)
Model SDS05-AP$ Detector Head
(front view)
~ SILENT
KNIGHT
II>
7550 Meridian Circle, Maple Grove, MN 55369-4927
800.446.6444 or in Minnesota 763-493-6435
FAX: 763-493-6475
World Wide Web: http://www.silentknight.com
MADE IN AMERICA
FORM# 350225, Rev. 12/01
Copyright @ 2001 Silent Knight
INTELLlKNIGHT ACCESSORY
,
Model SDSOO-ARM
Addressable Relay Module
Dt.......:.............)
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Place relay applications anywhere on the
IntelliKnight loop with the SD500-ARM
Addressable Relay Module.
The SD500-ARM is an addressable device that adds great flexibility to the IntelliKnight system.
Providing two Form C contacts rated at 2.0 amps @ 30 VDC or .6 amp @ 120 VAC, The SD500-ARM
allows you to control a wide variety of normally open and normally closed applications, including
elevator recall, door closing, fan operation, and auxiliary notification, And, because the relay module is
addressable, these applications can be located at any point in the signaling line circuit.
Like other IntelliKnight SLC devices, the SD500-ARM is compact for adaptability and pleasing
aesthetics. Combine this with the features you've come to expect from Silent Knight fire protection
devices-easy installation and stable operation-and it adds up to a flexible solution for all your fire
protection needs,
Model SD500-ARM
Addressable Relay Module
The SD500-ARM provides two
Form C contacts rated at 2A @
30 VDC or .6A @ 120 VAC.
These contacts can be used for
virtually any normally open or
normally closed application.
Operation
Each relay module is
programmed with a unique SLC
loop address. When an event
that controls the relay module
occurs, the relay is triggered by
the IntelliKnight panel.
Features
. Two sets of Form C contacts,
. Contacts are rated at 2A @ 30
VDC or ,6A@ 120 VAC.
. Up to 127 relays can be used on
each SLC loop,
. Relay programming is
completely flexible-can be
mapped to zone conditions,
. Polling LED visible through
cover plate.
. UL listed, complies with NFPA
72,
. CSFM approved
. MEA Approved, 429-92-E, Vol. 9
. FM approved
~ SILENT
KNIGHT
<il
; (,
; r~.'
r- .,j ~
0.=' () "1'1
IIIIIIlII i
o .
v; '2l[-'()
( J t
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Model SD500-ARM
Specifications
Contact Rating: Form C
2A @ 30 VDC
,6A@ 120 VAC
Standby Current: .55 mA
Alarm Current: .55 mA
Ambient
Temperature
320F to 1200F
(OOC to 490C)
Mounting
4-square electrical box
INTELLlKNIGHT ACCESSORY
Model SD500..ARM
Addressable Relay Module \
Engineering Specifications
Wi'.'.l. ').
}'
~
The contractor shall furnish and install where indicated on the plans, addressable relay
modules, Silent Knight SOSOO-ARM. The modules shall be UL listed compatible with Silent
Knight's Intelliknight FACPs.
The relay module must provide two Form C dry contacts rated at 2.0 amps at 30 VOC or .6
amp at 120 VAC.
The relay module must be suitable for mounting in a standard 4-square electrical box and
must include a plastic cover plate. The relay module board must provide an LED that is
visible from the outside of the cover plate.
The relay must be fully programmable for such applications as are required by the
installation.
FRONT VIEW
'~Sii.i1NT .
~KNIGHT
]rl;
4
.:
4-7/8"
Model SDSOO-ARM Addressable Relay Module Dimensions
......,
1/4"
1"
~ SILENT
KNIGHT
ill
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446-6444 or in Minnesota 763-493-6435
FAX: 763-493-6475
World Wide Web: http://www.silentknight.com
MADE IN AMERICA
FORM# 350218, Rev. 11/01
Copyright @ 2001 Silent Knight
INTELLlKNIGHT ACCESSORY
Model SDSOO-AIM
Addressable Input Module
And
Model SDSOO-MIM
Miniature Input Module
IntelliKnight's addressable contact monitor modules
combine fast response with pin-point location 10.
A combination that saves lives and property.
The SOSOO-AIM and SOSOO-MIM are addressable input modules for use with Silent Knight's
IntelliKnight fire control panel. The S0500-AIM and S0500-MIM are designed to be used with pull
stations, water flow switches, and other applications requiring dry contact alarm initiation devices.
The S0500-AIM addressable input module mounts to a 4"-square box. The SD500-MIM mini input
module fits inside a single gang box, The modules are supervised, single input contact monitors,
Using an EOL resister, they monitor for alarm contact closures and for open circuit wiring fault
conditions.
iI:............................~
1
~
The SOSOO-AIM and SOSOO-MIM offer a compact design for adaptability and pleasing aesthetics as
well as easy installation and stable operation-a flexible solution for all your fire protection needs,
Model SDSOO-AIM and
SDSOO-MIM Input Modules
The addressable input modules
expand the flexibility of the
IntelliKnight system by allowing the
use of contact type inputs, Typical
applications include manual pull
stations and water flow switches,
Features
Operates on Class A (Style 6 & Style
7) or Class B (Style 4)SLC Loop.
o Single contact monitor.
Up to 127 modules per SLC loop.
o SD500.MIM mounts in a single gang
box,
o SD500.AIM mounts in a
4"-square or dOUble gang electrical
box, and has an attractive ivory
cover plate,
o SD50Q.AIM/MIM are DIP switch
programmable.
o Accepts up to 14 gauge wire,
o Both modules UL 864 listed; comply
with NFPA 72
o 2500 ft max. wiring distance from
input module to contact.
o CSFM listed,
o MEA 429-92-E, Vol. 9
FM approved
Q='
..
SD500-AIM
SD500-MIM
Operation
Each addressable input module is
programmed with a unique SLC
loop address. The module
supervises the wiring to the contact
with an End Of Line (EOL) resistor,
If a fault occurs in the wiring, the
module alerts the FACP.
Specifications
Operating Voltage:
Standby Current:
Alarm Current:
Ambient Temperature:
24 VDC
0.55 mA
0.55 mA
320F to 1200F
(OOC to 490C)
SD500-AIM
double gang box or
4"-square electrical
box
Mounting:
SD500-MIM
single gang box
~ SILENT
KNIGHT
ill>
INTELLlKNIGHT ACCESSORY
Model SDSOO-AIM and SDSOO-MIM
Addressable Input and Mini Intlut Modules
D;.....:....... )..
j
i
Engineering Specifications
The contractor shall furnish and install where indicated on the plans, addressable input
modules Silent Knight S0500-AIM or S0500-MIM. The modules shall be UL listed and
compatible with Silent Knight's IntelliKnight FACPs.
The S0500-MIM shall fit inside a single gang electrical box. The S0500-AIM shall be supplied
with a plastic cover and shall be suitable for mounting to a 4"-square or double gang electrical
box. The S0500-AIM addressable input module must provide a monitor LED that is visible
from outside the cover plate.
Model SD500-AIM
FRONT VIEW
BACK VIEW
SIDE VlEVIi
i
O='
i
1
!
i..-
;114"
~
1"
4.7/ff'
Model SD500-MIM
2.112"
r,:'L~ 11111S"
~ SILENT
KNIGHT
.
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446-6444 or in Minnesota 763-493-6435
FAX: 763-493-6475
World Wide Web: http://www.silentknight.com
MADE IN AMERICA
FORM# 350231, Rev, 11/01
Copyright @ 2001 Silent Knight
@
::;,;;'11
ME.A
FIRE ALARM SYSTEMS '.
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/lFIRE@
A Family of Multi-Candela Appliances'"
Description
The Series NS Horn Strobe Appliances will satisfy virtually
all requirements for indoor, wall mount applications,
The Series NH Horn and the horn portion of the Series
NS include a selectable continuous horn tone or temporal
pattern (Code 3) with selectable dBA settings of 90 or 95
dBA.
Strobe options include 15/75cd or Wheelock's patented
Multi-Candela strobe with field selectable candela settings
of: 15,30, 75 or 11 Ocd,
These versatile Horn Strobe Appliances may be
synchronized when used in conjunction with the
Wheelock SM, DSM Sync Modules or the PS-12/24-8
Power Supply with Wheelock's patented Sync Protocol.
Additionally, the audible rnay be silenced while
maintaining strobe activation,
All models of the Series NS are designed for maximum
performance, reliability and cost-effectiveness while
meeting or exceeding the latest requirements of NFPA
72/ANSI117.1/UFC and UL Standards 1971 and 464 as
well as meeting ADA requirements concerning
photosensitive epilepsy,
Wheelock's patented 2-Wire Series NS Horn Strobes and
Series NH Horns offer more features with low current draw,
Your Choice
Models are available in 2-Wire, 12 or 24 VDC
24 VDC models are available with Wheelock's
patented Multi-Candela Strobe that offers field
selectable candela settings of: 15, 30, 75 or 11 Ocd
Also available are 15/75 candela models in either
12 or 24 VDC
Copyright 2003 Wheelock Inc. All rights reserved.
SERIES NS
SINGLE & MULTI-CANDELA
HORN STROBE APPLIANCES
SERIES NH HORNS
Series NH
Series NS
Multi-Candela Indicator
(bottom of Strobe Lens)
Features
Approvals include: UL Standard 1971, UL Standard
464, New York City (MEA), California State Fire
Marshal (CSFM) and Factory Mutual (FM) Pending:
Chicago (BFP)
ADAlNFPAlUFC/ANSI compliant
Complies with OSHA 29, Part 1910,165
Field Selectable Candela Settings: 15,30, 75 or 110
cd (Multi-Candela models) or 15/75 cd
Selectable Continuous Horn or Temporal (Code 3)
2 Selectable dBA settings of 90 and 95 dBA in both
tones
Patented Universal Mounting Plate
12 and 24 VDC models with UL "Regulated Voltage"
using filtered DC or unfiltered VRMS input voltage
Wall Mount
Synchronize with Wheelock SM, DSM Sync Module or
PS-12/24-8 Power Supply with built-in sync protocol
Fast installation with IN/OUT screw terminals using
#12 to #18 AWG wires
Backward compatible with other Wheelock
Appliances
NOTE: All CAUTIONS and WARNINGS are identified by the symbol A. All warnings are printed in bold capital letters.
A. WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING
OR APPLYING THIS PRODUCT, FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER
APPLICATION, INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY
DAMAGE, AND SERIOUS INJURY OR DEATH TO YO~AND/OR OTHERS.
General Notes:
Strobes are designed to flash at1 flash per second minimum over their "Regulated Voltage Range". Note that NFPA-72 specifies a
flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second.
All candela ratings represent minimum effective Strobe intensity based on UL Standard 1971.
Series NS Strobe products are listed under UL Standard 1971 for indoor use with a temperature range of 32'F to 12D'F (D'C to 49'C)
and maximum humidity of 93% (:t 2%),
Series NH horns are listed under UL Standard 464 for audible signal appliances (Indoor use only),
"Regulated Voltage Range" is the newest terminology used by UL to identify the voltage range. Prior to this change
UL used the terminology "Listed Voltage Range".
Table 1: Ratings Per UL Standard 1971
Input Regulated
Voltage Strobe
Model Voltage Range Candela (CD)
VDC VDC/FWR
NS-24MCW 24 16.0 - 33.0 15/3017 5/110
NS-241575W 24 16,0 - 33,0 15 (75 on Axis)
NS-121575W 12 8.0 - 17,5 15 (75 on Axis)
Table 2: *Average RMS Current Ratings
NS.24MCW with High (95 dBAl Setting
Voltage 15cd 30cd 75cd 110cd
16,0 VDC .077 ,113 .195 ,268
24.0 VDC ,065 ,087 .134 .174
33,0 VDC .069 .082 ,117 .134
NS-24MCW with Low (90 dBA) Setting
Voltage 15cd 30cd 75cd 110cd
16,0 VDC .070 ,106 .188 ,261
24.0 VDC .052 ,072 .126 .158
33.0 VDC .045 .060 .097 .114
Table 3: Series NS 15/75CD *Average RMS Current Ratings
Description VOLTAGE
8.0 12.0 16.0 17,5 24.0 33.0
VDC VDC VDC VDC VDC VDC
24 Volt NS 15/75 cd
with High (95 dBA) .120 . .094 .102
Setting
24 Volt NS 15/75 cd
with Low (90 dBA) .116 .093 .078
Setting
12 Volt 15/75 cd (High) .341 .251 .216
12 Volt 15/75 cd (Low) .324 .265 .188
Table 4: *Average Mean Current Ratings NH Horn 24 Volt Models
Voltage High (95) dBA Low (90) dBA
16.0 VDC .019 .017
24.0 VDC ,028 ,022
33.0 VDC .039 .027
* Average RMS Current is per UL average RMS method and Average
Mean Current is per UL average mean method. For rate In Rush and
Peak current across the UL listed voltage range for both filtered DC
and unfiltered VRMS (FWR), see installation instructions.
Table 5: dBA Ratings for Series NSMC/NH Horn
Reverberant dBA Anechoic dBA@'O ft
Description Volume @ 10ft per UL 464
12VOC 24VOC 12VOC 24VOC
Continuous High 83 87 89 95
Horn Low 76 81 84 90
Code 3 High 79 82 89 95
Horn Low 72 76 84 90
SYNC MOOULES/POWER SUPPLY
Input * Average
Model Number Order Voltage Mean Mounting
Code Current Options"*
(VDC) @ 24 VOC
SM.12/24.R' 6369 24 .028 W
OS M.12124-R" 6374 24 .035 W
PS.12/24-8- 8114 120 VAC
# SM Sync Moduie is rated for 3,0 amperes @ 24 VDC;
##DSM Sync Module is rated for 3,0 amperes per circuit. The maximum
number of interconnected DSM Modules is twenty (20),
Refer to Data Sheet S3000 or Installation Instructions P83123 for SM and
P83177 for DSM.
###Refer to Data Sheet S9001 or Installation Instructions P83862 for
PS-12/24-8 Power Supply.
A WARNING: CONTACT WHEELOCK FOR THE CURRENT INSTALLATION INSTRUCTIONS (P83983) SERIES NS-24MCW, (P84030) SERIES
NS-12 AND 24 VDC SINGLE CANDELA MODELS, (P83600) SERIES NH AND "GENERAL INFORMATION" SHEET (P82380) ON THESE
PRODUCTS, THESE DOCUMENTS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE
PRODUCTS. THESE MATERIALS CONTAI~ IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING
THESE PRODUCTS, INCLUDING: .
TOTAL CURRENT REQUIRED BY ALL APPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES.
FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALLAPPLlANCES ON THOSE
CIRCUITS,
COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW.
ADDING, REPLACING OR CHANGING APPLIANCES OR CHANGING CANDELA SETTINGS WILL AFFECT CURRENT DRAW.
RECALCULATE CURRENT DRAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK REQUIRED BY ALL
APPLIANCES DO NOT EXCEED THE RATED CAPACITY OF THE POWER SOURCES OR FUSES,
THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR "REGULATED VOLTAGE RANGE".
INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS.
INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES.
THESE APPLIANCES ARE NOT DESIGNED TO BE USED ON CODED SYSTEMS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF.
FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER
INSTALLATION, APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT
IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS.
CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND
INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS.
Wiring Diagrams#
NS/NH APPLIANCE
+ TO NEXT
_ APPLIANCE
OR EOLR
NS AND NH APPLIANCES SYNCHRONIZED WITH SM MODULE
SINGLE CLASS "B" NAC CIRCUIT WITH AUDIBLE SILENCE
FEATURE
FROM +
PRECEDING -
APPLIANCE, SM/DSM,
PS-12/24-8 OR FACP
SM
+
F
A
C
p
Strobe
NAC
Circuit
SIGNAL
Audible
NAC
Circuit
NS AND NH APPLIANCES SYNCHRONIZED WITH DSM MODULE DUAL
CLASS "A" NAC CIRCUIT WITH NO AUDIBLE SILENCE FEATURE
DUAL SYNC MODULE
c
APPLIANCE
MlNUS2
.'GNAL
CIRCUIT REllJRN
NOTE: NS/NH must be set on Code 3 horn tone to achieve synchronized temporal (Code 3) tone, Refer to
installation instruction (P83983, P83600 respectively).
# For detail using SM or DSM Sync Module refer to Data Sheet S3000 or Installation Instructions P83123 for SM and P83177 for
DSM, For wiring information on the PS.12/24.8 Power Supply refer to Installation Instructions P83862.
Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed,
operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and
at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws, Specification,
application, installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in
accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' laboratories (Ul), National
Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal
and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all
appendices and amendments and the requirements of the local authority having jurisdiction (AHJ),
ARCHITECTS AND ENGINEERS SPECIFICATIONS
The audible/visual notification appliances shall be Wheelock Series NS Horn Strobe appliances and Series NH Horn appli-
ances or approved equals, The Series NS appliances shall meet and be listed for UL Standard 1971 (Emergency Devices for
the Hearing-Impaired for Indoor Fire Protection Service), The Series NH Horn shall be UL Listed under Standard 464 (Fire
Protective Signaling), The horn strobe shlllll be listed for indoor use and shall meet the requirements of FCC Part 15 Class B.
All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by the Fire Alarm Control Panel (FACP).
The audible portion of the appliance shall have a minimum of two (2) field selectable settings for dBA levels and shall have a
choice of continuous or temporal (Code 3) audible outputs.
The strobe portion of the appliance shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and
shall incorporate a Xenon flashtube enclosed in a rugged Lexan lens, The Series NS shall be of low current design, Where wall
mount, Multi-Candela appliances are specified, the strobe intensity shall have a minimum of four (4) field selectable settings
and shall be rated per UL Standard 1971 for: 15, 30,75 or 110 candela, The selector switch for selecting the candela setting
shall be tamper resistant and not accessible from the front of the appliance, The 15/75 candela strobe shall be specified when
15 candela UL Standard 1971 Listing with 75 candela on.axis is required (e,g, ADA compliance).
When synchronization is required, the appliance shall be compatible with Wheelock's SM, DSM Sync Modules or Wheelock's
PS.12/24.8 Power Supply with built-in Patented Sync Protocol. The strobes shall not drift out of synchronization at anytime
during operation. If the sync module or Power Supply fails to operate, (Le" contacts remain closed), the strobes shall revert to
a non.synchronized flash.rate, The appliance shall also be designed so that the audible signal may be silenced while
maintaining strobe activation,
The Series NS Horn Strobes shall incorporate a Patented Universal Mounting Plate that shall allow mounting to a
single-gang, double-gang, 4-inch square, 100mm European type backboxes, or the SHBB Surface Backbox. If required, an
NATP (Notification Appliance Trimplate) shall be provided.
All notification appliances shall be backward compatible,
SPECIFICATION & ORDERING INFORMATION
Model Order Strobe Candela Non- Sync wi SM, DSM 24 12 2 Mounting Options# Agency Approvals
Code Sync or PS.12124-8 VDC VDC WIRE UL MEAicSFM FM BFP
NS-24MCW.FR 9404 15/30/75/11 0 X X X X B,D,E,F,G,H,J,N,O,R,X X X i X . X
NS-24MCW-FW 9405 15130/7 5/11 0 X X X X B,D,E,F,G,H,J,N,O,R,X X X X . X
NS-241575W-FR 7806 15 (75 on Axis) X X X X B,D,E,F,G,H,J,N,O,R,X X X , X X X
NS-121575W-FR 7816 15 (75 on Axis) X X - X X B ,D ,E,F,G,H,J,N,O,R,X X X i X X X
12V ~
NH-12124-R 7449 24V X X X X X B,D,E,F,G,H,J,N,O,R,X X X i X X X
#Refer to Data Sheet S7000 for Mounting Options
NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice in
accordance with Wheelock Inc. standard terms and conditions.
'Pending
WE ENCOURAGE AND SUPPORT NICET CERTIFICATION
3 YEAR WARRANTY
Made in USA Distributed By:
National Sales Office
800-631-2148
Canada 800-397-5777
E-Mail: Info@wheelockinc.com
http://www.wheelockinc.com
ItlSIIIA
Member '
273 Branchport Avenue. Long Branch, NJ 07740' TEL: 732-222-6880. FAX: 732-222-2588
52100 06/03
~~ @
FIRE ALARM SYSTEMS \
SERIES MIZ MINI HORN
TEMPORAL (CODE 3) OR
CONTINUOUS TONE
Description:
Wheelock Series Mil piezoelectric Mini Horns are
compact electronic alarm appliances that are listed under
UL Standard 464 for Audible Appliances in Public Mode Fire
Protection Systems. The Mll- TC models offer field
selectable settings for Temporal (Code 3) or Continuous
Horn along with an attractive appearance and dependable
performance, The Series Mil offers high sound output along
with low current draw and are ideal for alarm signaling in
individual rooms, apartments, hotels, motels and offices,
Color choices of red or off-white will blend with any decor,
Applications:
Individual Rooms
Apartments
Hotels
Motels
Offices
SERIES MIZ
Wiring Diagrams (for all models)
FROM
PRECEDING +
APPLIANCE
OR FACP
+
TO NEXT
APPLIANCE
OR EOLR
Features:
Approvals include: UL Standard 464, California State
Fire Marshal (CSFM), New York City (MEA).
Pending: Factory Mutual (FM), and Chicago (BFP).
Field selectable settings for Temporal (Code 3) or
Continuous Horn,
Designed to meet or exceed NFPAlANSI standards,
Convenient mounting to any standard single-gang
box.
No additional trimplate required for flush mounting
Fast installation with InfOut screw terminals using
#12 to #18 AWG.
High sound output flow current draw flow
temperature compensation,
Available in red or off-white color.
+
Specifications and Ordering Information
! Mounting
Model Order I Description
Code I Options*
I
MIZ-TC24-R 8482 i 24 Volt Mini-Horn, Temporal or Continuous Horn Options-Red B
--
MIZ-TC24.W 8483 124 Volt Mini-Horn, Temporal or Continuous Horn Options-White B
, .- ---'."-"-.-----
MIZ-TC12-R 8480 112 Volt Mini-Horn, Temporal or Continuous Horn Options-Red B
MIZ-TC12-W 8481 112 Volt Mini-Horn, Temporal or Continuous Horn Options-White B
*Refer to Data Sheet 57000 for Mounting Options.
General Notes:
. Mini Horn models are Listed for indoor use with a temperature range of 320 F to 1200 F (00 C to 490 C) and maximum
humidity of 85% RH.
. Rated Input voltage (either filtered DC or unfiltered full.wave-rectified FWR): 16-33 VDC (for 24 VDC MIZ- TC
models) or 8-17.5 VDC (for 12 VDC MIZ-TC models).
Copyright 2002 Wheelock Inc. All rights reserved,
Architects and Engineers Specifications
The notification appliance shall be a Wheelock Series MIZ-TC audible appliance or approved equal. The Notification Appliance
shall be electronic and shall have field selectable settings for Temporal (Code 3) or Continuous horn, The sound pressure
measurement on Temporal (Code 3) setting shall be 87 dBA minimum at 24VDC and 85.dBA minimum at 12VDC, The sound
pressure measurement on Continuous Hor" setting shall be 87 dBA minimum at 24 VDC and 86 dBA minimum at 12 VDC.
Operating voltages shall be either 24 VDC or 12 VDC using filtered power or unfiltered power supply (full-wave-rectified). All
models shall have provision for standard reverse polarity type supervision and IN/OUT wiring using terminals that accept #12 to
#18 AWG wiring, The appliances shall be mounted indoors and mount on standard electrical backboxes requiring no additional
trimplates or adapters.
Table 1 : UL/ULC Listed Models and Ranges
Reverberant dBA Anechoic dBA Per
Rated Per UL 464 @ 10 ft CAN/ULC-S525-99 @ 10
Regulated Regulated Average ft Mounting
Model UL ULC Current
Voltage Voltage Continuous Code 3 Continuous Code 3 Options
I --
I
I DC RMS dBA dBA dBA dBA
+--- --.-..------ . .-.--------
8.0 ! 10,5 .011 .017 77.8 73,3* 82.8 82,7
.................................... nom ..__._....._.................._ ....... ....................... ........__mm_... ...._m__mm......mm._____ . .................................... .......................................... -- mm..............__.__.........
MIZ-TC12 12.0 12,0 .016 .025 80.9 76.8 86,3 85.9 B
............_........._m..__...___ .-....---.----.-........--.-. --.....-.-- ___.m___ -.-------.--.--- ...-.---......-.-.- 1----.-------.-.. .-.--------.--
17.5 15.6 .023 .035 83,9 79,8 89,9 89.7
16,0 20.0 .012 .027 79.7 75.5 84.8** 84.7**
MIZ-TC24 24.0 24,0 .017 ,038 83.2 78.8 87.9 87.9 B
33.0 31.0 .024 ,043 85.8 81.3 90,6 89.7
NOTE: All CAUTIONS and WARNINGS are identified by the symbol . All warnings are printed in bold capital letters.
MARNING: PLEASE READ THESE SPECIFICATIONS AND ASS~IATED INSTALLATION INSTRUCTIONS CAREFULLY
BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAIlURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,
CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLlCATION,INSTALLATION AND/OR OPERATION OF THESE
PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR
DEATH TO YOU AND/OR OTHERS.
A WARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" (P83946) AND "GENERAL
INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS UNDERGO PERIODIC CHANGES. IT IS
IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS' CONTAIN IMPORTANT
INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING:
. TOTAL CURRENT REQUIRED BY ALL APPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES.
. FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE
CIRCUITS.
. THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED VOLTAGE RANGE.
- FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN
IMPROPER INSTALLATION, APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH
COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS.
. CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND
INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS.
A CAUTION: Audible Horn appliances are not designed to be used on coded systems in which the applied voltage is cycled on and off.
Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed,
operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least
twice a year or more often and in accordance with local, state and federal codes, regulations and laws, Specification, application,
installation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with
all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC),
Occupational Safety and Health
Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines,
regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having
jurisdiction (AHJ),
NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice in
accordance with Wheelock Inc. standard terms and conditions.
NATIONAL SALES OFFICE
800-631-2148
Canada 800-397 -5777
E-Mail: Info@wheelockinc.com
http://www.wheelockinc.com
WE SUPPORT AND ENCOURAGE NICET CERTIFICATION
MADE IN THE USA
3 YEAR WARRANTY
Distributed By:
273 BRANCHPORT AVENUE. LONG BRANCH, NJ 07740. TEL: 732-222-6880. FAX: 732-222-2588
S1700 08/02
.".....'........'.'II..........'...........@.......
"~ '" ,," , ' "" ,
.""., . '. U
M'EA .
FIRE ALARM SYSTEMS \.
FIRE™
A Family of Multi-Candela AppliancessM
DESCRIPTION
Wheelock's patented Series RSS Strobe Appliances and
Series RSSP Strobe Plates have lower current draw while
maintaining outstanding performance, reliability and cost
effectiveness, These versatile appliances will satisfy
virtually all requirements for indoor, wall or ceiling mount
applications.
Strobe options for wall mount models include 15/75, 150,
177 and 185cd or Wheelock's Patented Multi-Candela
strobe with field selectable candela settings of: 15,30,
75, or 110cd, Ceiling mount models include 150 and
177 cd or the patented multi-candela ceiling strobe with
field selectable intensities of 15,30,75, or 95cd,
All models may be synchronized when used in conjunction
with the Wheelock SM, DSM Sync Modules or the
PS-12/24-8 Power Supply with Wheelock's Patented Sync
Protocol. Synchronized strobes can eliminate possible
restrictions on the number of strobes in the field of view,
Wheelock's synchronized strobes offer an easy way to
comply with ADA recommendations concerning
photosensitive epilepsy as well as meeting the
requirements of NFPA 72,
Wheelock's Series RSS Strobes employ a Patented
Integral Strobe Mounting Plate that can be mounted to a
single gang, double gang, 4" square, 100mm European
backboxes or the SHBB surface backbox. If the flush
backbox has side or top space between it and the finished
wall, the NATP (Notification Appliance Trimplate) may be
used, It provides an additional .65" oftrim for the Appliance.
An attractive cover plate is provided for a clean, finished
appearance on all models,
The Series RSSP Multi-Candela Strobe Plates are a cost
effective way to retrofit required strobe appliances to bells,
horns, chimes, multitones or speakers and easily mounts
to standard 4" backboxes or for surface mount use with
Wheelock's SBL2 surface back box,
For Weatherproof Series RSS See Datatsheet S9004
Copyright 2003 Wheelock, Inc. All rights reserved.
SERIES RSS & RSSP SINGLE
& MULTI-CANDELA STROBES
& STROBE PLATES
RSS Round
Series RSS
Series RSSP
Multi-Candela Indicator
Features
Approvals include: UL Standard 1971, New York City
(MEA), California State Fire Marshal (CSFM), Factory
Mutual (FM), and Chicago (BFP) See approvals by
model in Specifications and Ordering Information
ADA/NFPA/UFC/ANSI compliant. Meets OSHA29
Part 1910.165
Wall mount Multi-Candela models are available
with Field Selectable Candela Settings of 15, 30,
75 or 110 cd or Single Candela models in 15/75,
150,177 or 185 cd
Ceiling mount Multi-Candela models are
available with field selectable candela settings
of 15, 30, 75 or 95cd or single candela models in
150 and 177 cd (Round or Square)
Strobes produce 1 flash per second over the
regulated voltage range
12 and 24 VDC models with wide UL "Regulated
Voltage" using filtered (DC) or unfiltered VRMS input
voltage
Synchronize with Wheelock SM, DSM or PS-12/24-8
Power Supply with Wheelock's built-in sync protocol
Fast installation with IN/OUT screw terminals using
#12 to #18 AWG wire
NOTE: All CAUTIONS and WARNINGS are identified by the symbol A All warnings are printed in bold capital letters.
A WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,
SPECIFYING OR APPLYING THIS PRODUCT, FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN
IMPROPER APPLICATION, INSTALLATION ANDIOR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN
PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS,
General Notes '.
Strobes are designed to flash at 1 flash per second minimum over the Regulated Voltage Range. Note that NFPA-72 specifies a flash rate of
1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second.
All candela ratings represent minimum effective Strobe intensity based on UL Standard 1971.
Series RSS & RSSP Strobe products are listed under UL Standard 1971 for indoor use with a temperature range of 32" F to 120" F (0" C to
49" C) and maximum humidity of 93% (:t 2%).
"Regulated Voltage Range" is the newest terminology used by UL to identify the voltage range. Prior to this change, UL used the
terminology "Listed Voltage Range".
Table 1: Specifications & Ordering Information - Multi-Candela and Single Candela Models. WALL MOUNT
Order Input Regulated Strobe Average RMS Current' @ 24 VDC
Model Code Voltage Voltage Range Candela (CD)
VDC VDCIFWR 1Scd 30cd 7Scd 110cd
RSS-24MCW-FR 9400 24 16.0 - 33.0 15/30/75/110 .041 .065 .116 .155
RSS-24MCW-FW 9401 24 16.0 - 33.0 15/30/751110 .041 .065 .116 .155
RSS-241575W-FR 7471 24 16.0 - 33.0 15/75 .064
RSS.121575W-FR 7476 12 8,0 - 17.5 15/75 .179 (mean)@ 12 VDC
RSSP-24MCW-FR 9402 24 16.0 - 33.0 15130/75/110 .041 .065 .116 .155
RSSP-241575W-FR 7793 24 16,0 - 33.0 15/75 .064
RSSP-121575W.FR 7798 12 8.0 - 17,5 15/75 ,179 (mean)@ 12 VDC
RSSP-24150W-FR 9478 24 16.0 - 33.0 150 .308
RSSP-24177W-FR 9480 24 16.0 - 33.0 177 .350
RSSP-24185W.FR 9472 24 16.0 - 33.0 185 .350
RSS-24150W-FR 9477 24 16.0 - 33.0 150 .308
RSS.24177W-FR 9479 24 16.0 - 33.0 177 .350
RSS-24185W-FR 8223 24 16,0 - 33.0 185 .350
, Average RMS Current is per UL
average RMS method and Average
Mean Current is per UL average
mean method. For rated In Rush
and Peak current across the UL
listed voltage range for both filtered
DC and unfiltered VRMS (FWR), see
installation instructions.
Table 2: Specifications & Ordering Information - Multi-Candela and Single Candela Models. CEILING MOUNT
Order Input Regulated Strobe Average RMS Current* @ 24 VDC
Model Code Voltage Voltage Range Candela
VDC VDC/FWR 15cd 30cd 75cd 95cd
RSS-24MCC-FW 3158 24 16.0 - 33.0 15/30/7 5/95 .045 ,072 .128 .171
RSS-24MCCR-FW** 3159 24 16,0 - 33.0 15/30/7 5/95 .045 .072 ,128 ,171
RSS-24150C-FW 8222 24 16,0 - 33.0 150 ,308
RSS-24150CR-FW" 3069 24 16,0 - 33.0 150 ,308
RSS-24177C-FW 8230 24 16.0 - 33.0 177 .350
RSS-24177CR-FW*' 3070 24 16.0 - 33.0 177 .350
"Note: New Round White Ceiling Models
Table 3: Audibles/Speakers for RSSP Strobe Plate
Product Series
Multitone Appliances AMT, MT
Horns AH, NH
Motor Bells MB-G6/G10
Speakers ET-1010/1080, E70, ET70
Chimes CH70
SYNC MODULES I POWER SUPPLY
Order Input Average Mean Mounting
Model Number Code Voltage Current @ Options"
(VDC) 24VDC
SM-12/24-R' 6369 24 .028 W
DSM-12124-R" 6374 24 .035 W
PS-12124-8 - 8114 120 VAC
# SM Sync Module is rated for 3,0 amperes @ 24 VDC.
## DSM Sync Module is rated for 3.0 amperes per circuit. The
maximum number of interconnected DSM Modules is twenty
(20).
Refer to Data Sheet S3000 or Installation Instructions (P83123)
for SM and P83177 for DSM).
### Refer to Data Sheet S9001 or Installation Instructions
P83862 for PS-12/24-8 Power Supply.
ANARNING: CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" (P83911) SERIES RSS/RSSP-24MCW, (P84022 AND P84025)
SERIES RSS/RSSP SINGLE CANDELA AND "GENERAL INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS UNDERGO PERIODIC
CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION
THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING:
TOTAL CURRENT REQUIRED BY ALL AP~L1ANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES,
FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS,
ADDING, REPLACING OR CHANGING APPLIANCES OR CHANGING CANDELA SETTINGS WILL AFFECT CURRENT DRAW, RECALCULATE CURRENT
DRAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK REQUIRED BY ALL APPLIANCES DO NOT EXCEED THE RATED CAPACITY
OF THE POWER SOURCE OR FUSES.
COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW.
THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR "REGULATED VOLTAGE RANGE",
INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS,
INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES.
USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE, DO NOT USE STROBES ON CODED OR
INTERRUPTED CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBES MAY NOT FLASH,
FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER
INSTALLATION, APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY
DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS,
CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE
PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS.
Wiring Diagrams #
SERIES RSS/RSSP APPLIANCE
FROM + + TO NEXT
PRECEDING . ~ . APPLIANCE
APPLIANCE, SYNC OR EOLR
MODULE, POWER
SUPPLY OR FACP
+ -
SERIES RSS/RSSP APPLIANCE SYNCHRONIZED W/SM
MODULE SINGLE CLASS "B" NAC CIRCUIT
8M
SERIES RSS/RSSP APPLIANCES SYNCHRONIZED WI
DSM MODULE SINGLE CLASS "A" NAC CIRCUIT
DSM
SYNC ~ 2
F
A
C
p
+ STROBE
Strobe
NAC
Circuit
~+AUdible
EOlR
. Audible
FACP
SERIES RSS/RSSP APPLIANCES SYNCHRONIZED
W/MULTIPLE DSM MODULES
DSM #1
TROBE
NAC
CIRCUIT
RETURN
+ OUT 2
F
A
C
P
Strobe NAC Clr
Strobe NAC Cir.
Strobe NAC Cir.
TO NEXT
FROM + + APPLIANCE
PRECEDING - ru= - OR EOLR
APPLIANCE. SYNC
MODULE, POWER
ASSEMBLY SUPPLYORFACP +. 0 +.
AUDIBLE & VISIBLE APPLI- ""'" '"''''''
ANCE OPERATE IN UNISON
DSM Interconnecting wiring shown. Maximum of
twenty (20)
STROBE/PLATE
SERIES RSS/RSSP APPLIANCES SYNCHRONIZED
WI PS-12/24-8
Series PS-12f24-8
='~G +~ + ''''''"'
:~1ANCE0l'l. . :'"i~~
FROM +--lr--- --- +lOtlE)(l
STROBE/PLA: TE ;;=~~- ,- 11 H _ _ _ _ _ . :::0::"'"
ASSEMBLY =-:~
AUDIBLE & VISIBLE APPLI. + - 0 +.
ANCE OPERATE INDEPEN- STROBE APPLIANCE
DENTL Y
F
A
C
P
OUTPUTS
,-,
4-CLASS
'B'
OR
2-ClASS
'A'
EOLR
Senu PS-12J24-8
# For detail using SM or DSM Sync Module refer to Data Sheet S3000 or Installation Instructions P83123 for SM and P83177 for DSM.
For wiring information on the PS-12/24-8 Power Supply refer to Installation Instructions P83862,
Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed, operated, maintained
and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in
accordance with local, state and federal codes, regulations and laws. Specification, application, installation, operation, maintenance and testing
must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA),
Underwriters' Laboratories (Ul), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county,
province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all
appendices and amendments and the requirements of the local authority having jurisdiction (AHJ).
Architects and En ineers S ecifications
The visual notification appliances shall be Wheelock Series RSS Strobe Appliances or approved equals, The Series RSS shall meet and be
listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired) for Indoor Fire Protection Service, The strobe shall be listed for
indoor use and shall meet the requirements of FCC Part 15 Class 8, The strobe appliances shall produce a flash rate of one (1) flash per
second over the Regulated Voltage Range and shall incorporate a Xenon f1ashtube enclosed in a rugged Lexan@ lens, All inputs shall be
compatible with standard reverse polarity supe",ision of circuit wiring by a Fire Alarm Control Panel (FACP). When Strobe Plates are to be
installed, they shall be the Wheelock Series RSSP Strobe Plate and shall have the same electronic circuitry as the Wheelock Series RSS,
The Series RSS Strobe shall be of low current design. Where Multi-Candela appliances are specified, the strobe intensity shall have a
minimum of four (4) field selectable settings and shall be rated per UL Standard 1971 at: 15,30,75 and 110 candela for wall mount or 15, 30,
75, and 95 candela for ceiling mount. The selector switch for selecting the candela shall be tamper resistant and not accessible from the
front of the appliance, The 15/75 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on axis is
required (e,g. ADA compliance).
For high intensity wall mount applications, furnish, RSS-24150W-FR for 150cd applications, RSS-24177W-FR for 177cd applications, and
RSS-24185W-FR for 185cd applications. For high intensity ceiling mount applications provide RSS-24150C-FW for 150cd applications or
RSS-24177C-FW for 177cd applications.
When synchronization is required, the appliance shall be compatible with Wheelock's SM, DSM Sync Modules or Wheelock's PS-12/24-8
Power Supply with built-in Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync
module or Power Supply fails to operate, (i.e" contacts remain closed), the strobe shall revert to a non-synchronized flash rate. The strobes
shall be designed for indoor surface of flush mounting.
The Series RSS Strobe Appliances shall incorporate a Patented, Integral Strobe Mounting Plate that shall allow mounting to single-gang,
double-gang, 4-inch square, 100mm European type backboxes, or the SHBB Surface Backbox, If required, an NATP (Notification Appliance
Trirnplate) shall be provided. An attaching cover plate shall be provided to give the Appliance and attractive appearance. The Appliance shall
not have any mounting holes or screw heads visible when the installation is completed.
The Series RSSP Multi-Candela or single candela Strobe Plate shall mou.nt to either a standard 4 inch square backbox for flush mounting, or
the Wheelock SBL2 backbox for surface mounting.
All notification a Iiances shall be backward corn atible,
NOTE: Due to continuous development of our products, speCifications and offerings are subject to change without notice in accordance with Wheelock, Inc. standard terms and conditions.
Specifications and Ordering Information
Order Wall Ceiling Non- Sync wI Strobe 24 12 # Model # MOdell Square or Agency Approvals
Model Code Mount Mount Sync SM,DSM or Candela VDC VDC Color Color Mounting Optlons.- Round MEA: CSFM I FM
PS-12124-8 RED WHITE UL BFP
I m I m ..
RSS-24MCW-FR 9400 X X X 1 5/30f7 5/110 X X - i 8.D,E.F,G.H.J,N,O,R,X Square X X X i X X
. m
RSS-241575W-FR 7471 X X X 15 (75 on Axis) X < X B,D.E ,F.G.H,J .N,O.R,X Square X X X X X
"m'
RSS-121575W-FR 7476 X X X 15 (75 on Axis) X X B,D ,E ,F,G.H,J ,N,O,R,X Square X X X X X
~-
RSS-24MCC-FW 3158 X X X 15130/75/95 X X B.D ,E,F,G.H,J ,N,O.R,X Square X " " " "
. m.m ....... I~ i
RSS-24MCCR-FW 3159 X X X 15/30175195 X X B,D ,E ,F,G.H,J ,N ,O,R,X Round X " " "
RSS-24150C-FW 8222 X X X 150 X X B,D,E .F,G.H,J,N,O,R,X Square X X X X i "
m .. mmm .... .. Imm .m
RSS-24150CR-FW 3069 X X X 150 X X B,D,E ,F,G.H,J,N,O,R,X Round X " X " "
RSS-24177C-FW 8230 X X X 177 X : X B.D ,E .F,G.H.J .N,O,R,X Square X X , X X : "
--..----- ----- -
RSS-24177CR-FW 3070 X X X 177 X X B.D ,E .F.G.H,J.N,O,R,X Round X " X " "
... 1 m .... ,
RSS-24150W-FR 9477 X X X 150 X : X B,O ,E,F,G,H,J,N,O,R,X Square X " X " "
-- I--- ---
RSS-24177W-FR 9479 X X X 177 X X B,D .E,F,G.H,J,N,O,R,X Square X " X " "
m .. ..... mm
RSS-24165W-FR 8223 X X X 185 X X B ,D.E ,F.G.H,J,N,O, R.X Square X X X X "
RSSWP-2475W-FR" 9013 X X X 75 @ -31'F X X B,D ,E ,F,G.H.J ,N,O,R,X Square X X X X "
I .. 115 (75 on Axis) <mmm I Square m ..
RSSP-121S75W-FR 7798 X X X . m X X D,E,Z X X X X X
... , ..... I. .. mm I . ......
RSSP-24MCW-FR 9402 X X X 15130/7 5/110 X X D,E,Z Square X . X X X X
RSSP-241575W-FR 7793 X X X 15 (75 on Axis) X D,E,Z Square X -- X X X X
RSSP-24150W-FR 9478 X : X X 150 X X B ,0 ,E ,F,G.H,J,N,O.R.X Square Xl " X " "
.... ...
RSSP-24177W-FR 9480 X X X 177 X X B,D.E,F,G.H,J,N,O,R,X : Square X . " X " "
: . +---------- 1---
RSSP"24185W-FR 9472 X X X 185 X X B,D,E,F,G.H.J.N,O,R.X : Square X , X X x "
# Models are available in either Red or White. Call Customer Service for Order Code & Delivery,
""For Weatherproof Series RSS Strobe specifications see data sheet S9004,
"""Refer to data sheet S7000 for mounting options,
'PENDING
WE SUPPORT AND ENCOURAGE NICET CERTIFICATION
3 YEAR WARRANTY
Made in USA
Distributed By:
NATIONAL SALES OFFICE
1.800-631-2148
Canada 800 397-5777
E-mail: Info@wheelockinc.com
http://www.wheelockinc.com
Member '
WHEELOCK, INC. . 273 BRANCHPORT AVE. LONG BRANCH, N.J. 07740.732-222-6880. FAX: 732-222-2588
50410 05/03
. ........
. ................
..... ............. ...
(
Configure Circuits
) (
Print Page
)
*1 Note: A value must be entered if you have selected any NAC circuits as Aux Power.
.~~;~~;::r Circuit Configuration
Project Information
Project Name: Lakefront Condos
Prepared By: Peter Tallman
Project 10: 60763
Date: 7/24/2003
Wheelock MIZ-24-R Mini-Horn
Wheelock NS Series
Unused
Unused
Wheelock MIZ-24-R Mini-Horn
Wheelock NS Series
Unused
Unused
Wheelock MIZ-24-R Mini-Horn
Wheelock NS Series
Unused
Unused
Totals
. .~~;~;::r Circuit Configuration .
.. . ....... . . ..... ....... . . . ... .. .
Project Information
Project Name: Lakefront Condos
Prepared By: Peter Tallman
Project 10: 60763
Date: 7/24/2003
Wheelock MIZ-24-R Mini-Horn
Wheelock NS Series
Unused
Unused
Wheelock MIZ-24-R Mini-Horn
Wheelock NS Series
Unused
Unused
.~~;~N;:~ Circuit Configuration
. .
Project Information
Project Name: 0
Prepared By: 0
Project 10: 0
Date: 1/0/1900
Wheelock RSS Series
Wheelock MIZ-24-R Mini-Horn
Unused
Unused
Wheelock MIZ-24-R Mini-Horn
Wheelock RSS Series
Unused
Unused
Wheelock NS Series
Wheelock RSS Series
Unused
Unused
. .~~';~~;::r Circuit Configuration
. . .
Project Information
Project Name: 0
Prepared By: 0
Project 10: 0
Date: 1/0/1900
Wheelock RSS Series
Unused
Unused
Unused
Unused
Unused
Unused
Unused
From 651-905-3678 To: Robert Hutchins
Date: 6/20/2003 Time: 11: 19: 1 0 AM
Page 1 of 1
Wensmann
Homes
RHS Buildingf1895 Plaza Drive/Suite 200
Eagan, MN 55122
Phone (651) 406-4400 Fax: (651) 905-3678
F or Your Information
To: Robert Hutchins
Fax Number: 19524474245
Company: City of Prior Lake
Date: 6120/03
From: Mike Vallez
Fax Number: 651-905-3678
Company: Wensmaml Homes
Pages including cover page: 1
\ Subject: Lakefront Plaza
Comments:
FYI,
This website shows how blowing insulation in a cavity, like we are diong at lakefront Plaza, can control noise
leakage through openings. (such as light boxes)
http://vvww.getbibs.com/sound . html
. Although insulation by itself does not add much sound control, it does seem to help sound leakage.
Win Fax PRO Cover Page
3~"
3/4" DIA A301 SOL TS
WITf.4 PLl/4x6xb WASf.4ER (TYP)
VERIFY PLANK STRAND LOCATION
DO NOT CUT PLANK STRANDS
2'-4"
8"
1'-6"
o
~ \ ~J]f-
\ ~ L 4x4xI/4x4'-6" 5PACED AT 4'-0" )
~ PROVIDE STEEL PROVIDE SOFFIT AND
TRACK AND 1 LAYER S/8" TYPE ><
I" GAP TO DRYWALL
WOOD FRAMING
CD
1" = 1'-0"
PRECAST/WOOD REPAIR (UNIT F AT REAR OF SLOG)
f3LANCI-IARD
ENGINEERING
6TRJJCTlA4L ENti/NEBItIN6
CONtIUL TING
Pt<IO..ECT
LAKEFRONT
PLAZA
6936 WASI-lBURN AYE. 5.
RICI-IFIELD, MN 55423
PI-I. 612-861-6361
FAX 612-861-6361
DRAWlNa. TITLE CONTRACTOR
WOOD/PRECAST
INTERFACE
REPAIR
WENS MANN
1-I0MES, INC.
I _E5Y CERTIFY nlAT nllS PLAN WA.o; _EF'ARED BY tIE OR UNDER
MY DIRECT SUPERYISION AND T~AT I AM A DULY LICENSED
~~;x;::;:; Tp;-TE OF MINNESOTA
W1II1~ G.. SI.,C'1:'d. Pf:
DATE 2.-/ if /d:3 "Ea.. NO. 19S<o1
JOe NO.
2002-41
OAT!! 02/04/03 s.lT
DFi!UJN W6B
REVISION
o
Ci-lKD W6B
OF
SMTS
04/03/2003 13:48
6128616361
BLANCHARD
PAGE 1a2
Blanchard EnsJ.......
......,.~ -111ft_CarlA..,
8936 W_hbum Ave. S.
Richfield, MN 55423
B12-861-8381
AprI13,2003
Mr. Roger Johnson
JSSH Architects, Inc,
14525 Hwy. 7, Suite 375
Minnetonka, MN 55345
Re: Framing Inspection - Units in the south wing.
Dear Mr. Johnson:
On Friday M8rctt 28, 2003 I completec:l a framing inspection of the units on the south end of the
building.
At that time of inspection, the rough framing was complete en the south end of the buMclr1g with the
excepllon of ttle decks end the mofs on the decks. The framing for the decks and Ihe roofs ov. the
decks was nearly ccmpiete.
The framing for the units on the south end of the building is acc:eptabIe.
Sincerely,
~~~4~~. .P
William G. Blanch8J'd, PE
Structural Engineer
I hereby certify that this specification was preparwd by me or under my direct supeMslon and that I 8m
. duly Licensed PYof8881ona1 Engineer under the laws of the state of Mlnnesotll.
Dete ~~-eJ3 Lie. No. 19567
Ce: Mike Vallez, Wensmann Hames, Ine,
Mike Rentz, Wensmann Homes, Inc.
)
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sno!.JvtI. JLfJ Lf!!M. J:JuvndU/o:J U! SVM. J.Jnpn.JJs S!LfJ J:JuvnSS! fo JU/!J JLfJ JV JVLfJ iJU!tif!J.JJ:J
JpO;] iJU!PUn[[ U/.Jofiufl JLfJ fo Lor uO!J:JJS fo SJUJU/J.J!nbJ.J JLfJ OJ Juvns.Jnd pJnss! (JJv:J1fiJ.JJ;] S!Lf.L
S~l!dX3 "O"J luuO!l!pUOJD
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MAY-12-2003 04:21PM FROM-Wensmann Homes
6519053678
T-628 P 001/002 F-304
. (Wf:~~NN)
FAX COVER PAGE
DATE:
S---t2-0}
~b ~Uc~~l'1J
V a..,l{ ~~
--=rS-Z--417-424S""
TO:
FROM:
F.AX. #:
NillIIBER OF PAGES INCL UDThfG TIIIS COVER LETTER: 2..
S OBJECT:
IF THIS F.AX TRANSMJTT AL IS NOT COIv1PLETE, PLEASE CALL
OUR OFFICE AT 651-406-4400. THANK YOU!!!
RHS BUILDING
;895 PLAZA. DRIV1~
SUITE ~oo
EAGAN. MN 55122
651406-4400
F~'< 5S1-905-3(i7S
MAY-12-2003 04:21PM
FROM-Wensmann Homes
6519053678
T-628
P 002/002
F-304
.J99h
JSSH ARCHITECTS, INC.
1452S highwa,y 7 suite 375
minneto~ mn. 55345
ph. V52-93S-6337 fu. 9S2-9:J5-0!i70
heeINO_~
JQbNo.Dl,HDl~
oate~
MAY-13-~003 08:11AM FROM-Wensmann Homes
Date: May 13, 2003
F A..'X MEMO
5 - Pages
6519053678
T-653 P 001/005 F-335
IT~NJ
~-- /
~;l1
Re: Lakefront Plaza! ASI 22- Revised Roof over retail entry
To: TEAM MEMBERS CHECKED BELOW
CONTRACTOR
X Cities Elec. Scott Jordan 208-772-9285
Cities Elee. Steve Soweja 651-463-4347
Fireguard Todd Johnson 651-748-9143
Fireguard Dave Niesen 651-748-9143
X Gresser Cone. Mark Ras. 651-454-4850
X J. L. White John White 952-492-7788
KMAC Scott Ryan 320-587-0650
Lakewood Glen Koyer 952-736-0359
Mel Mark Math. 952-461-6275
Molin Cone. Seott Northrup 651-786-0229
Ryan Cont Tyler Enright 952-894-3207
Sedgwick Scot McCleod 952-881-4491
Schindler EI. Pat Nielsen 651-406-5321
X Specialty Sys. Bill Reynolds 952-894-0687
Steller Cone. Dave Joslin 952-808-9211
Tappe Seott Sample 661-994-0300
ViUiume John Hummel 651-454-8556
Wenzel Bill Borrell 651-452-0367
Whiteroek Willie Adams 651-431-4410
Attached find AS! No. 22 to incorporate into the work.
Mike Vallez
INTERIORS
American Ltg. Karen Westlund 952-233-8221
Creative Firs. Tammy Cumnins 952-233-8211
A1llne. Pat Lanagan 651-292-0541
X Building Insp. Bob Hutchins 952-447-4245
X Mike Rentz Wensmann 952-440-3523
DESIGN
JSSH Arch. Roger Johns. 952-935-0878
Blanchard Eng Bill Blanchard 612-861-6361
X Steen Engin. Steve Youngs 763-585-6757
Pioneer Eng. Nick Palta 651-681-9488
D&L Design Diane/Linda 612-338-2922
RHS Building
1895 Plaza Drive
Suite 200
Eagan. MN .55122
651/406-1400
Fax 651-905-3678
MAY-13-,003 08:1 lAM FROM-Wensmann Homes
...., .. ..-- ....--....
_ MI\ Y. Il. LV IJ ~ I L . .O',I'~;~' .. ....'":.~'.. ; :-;:~ . ,,- . -- . -.
AAOUTECLS
,SUPPLEMENTAL INSTRUOlONS
.i1Ll.D()Cl.llJIf:ElWC;""20-.ELF.J:2KONJ;C~~M.f.T
6519053678
T-653 P 002/005
F-335
. -.... . .---, ---
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JAN. 17. 2003 4:46PM
802.5
JSSH ARCHITECTS, INC
,
I
L Noncombnstible mareria1s.
2. Fire~retiltdam-trea:ted wood.
3. OIle-baur fire-resistive ClDIlStIUCtion.
4_ WDOd p~eJs Of similar light COILStructio.u Up to three foun:hs
t1m height of the room in 'lIVhich placed; whez:a moie than three
fOltt'lhs the height of the room. sucb. ~arlitloElS sbaJ1 not lIave less
than the upper one fow of the pattitiOD COumucted of glass.
~ 601.5.2.3 Hotels aDd apartments. Interior nonIoad.-bearing
. T ~dODS within indMdua1 dwe.UiDg 1IDits in aptll1XD8at honses
and guest rooms or &Uites 111 hote.l.s wheD 5I1cl:l dwelling t:mi1s. guest
rooms or suiteS are separated from each otber and from coaidms
by uot less than. oQe-hour .fire-resistive coDStmction may be con~
sltucted of:
1. NOncombustible materla)s or fi:re-remrdllDHreated wood iD
buildings of any type of COD5lrUcticm; or
v- ~ 2. Combusn"hle framing wJth XlODCOmbustible materials
applied to the framiDg ill buildiD.g.1s of'IYPe m or V constmctian..
Openings to such amidOIs sJrall be equipped with doors con-
t'olming to Section 1004.3.4.3.2 regardless of the occupaaz load
~e~ .
For \ISO of plastics in pmi1iobS~ see Section 2603.10.
6OL5.3 FoIdiJa& portabJe Of Dlovable partitions. Approved
folctiDg. portable w movable pBIfitiDDS need' not haVe a firc~
resistive raJiug. provided;
I L They do not block required exits or exit-acxess doors (with-
out provid1.z1g altemative couformiDg exits 0,1' exit-aa:ess doam)
aJ:Id they do ~ot establish II. amidor.
2 Their loca.tiau is restricted by mClIlS of permlll"~t tracks,
guides Dr othelr approved methods.
3. Flammability shall be limited to materla1s having a
flmnc-sprcad classification as Set fonh In Table 8-8 for rooms or
areas.
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601.5.4 WaDs fmnting on streets or yards. Regardless of
tife-resistive requirements for ~ WBDs, ce:rtain elements of
the waDs fronting an sl:Ieets or yards having a width of 40 feet
(12 1!n mm) may 6e CODStmaec1 as follow&;
1. Bulkheads be1aw show w;iadows, show-wiDdcw :liames,
aprons and showcases may be of combusa"ble 1.l:l"tm8Ill, provided
the beiPt of such COElS1luctio~ does ~t ~d 15 fed: (4572 mm)
above grade.
2. Wood veueer of bo!{ds not leG than I-inch (25 DUn) nominal
~ or exterior-type panels not less than %-inch (9.S mm)
nm;ninal thickness may be applied To ~ provided. the veueer
does IIDt exceed 15 feet (4S'7Z mm) above glade, and furtJw pto-
vided such Vc:neer sImU. be placed either directly ag~st UO!lCODl-
bnstl"ble surfaces or flured OUt :O'om 8Uc.h surl'aces nol: to exc.:ed
1518 iac:htl5 (41 =a) with nlllX>ncealed spat;G8 fire..blockcc1 al> piO-
vided in Section 708. WhcR boards, pene1s aDd funi:ug as de-
scribed above comply with SoctiOD '2JY1 as fire-n1ardant-tm.1;cd
wood suitable for exterior ~snre, the bight above pcfc may
be increased to 3S feet (10 668 mm).
60J..5.5 Trlm. 1iim, picture molds, cbair r.dJs, baseboarda.
handnIiIs and show..window backUIg may be of wood. Unpro..
meted wood doors and windows may be used except where open-
ings ~e .required to be fire protected.
Foam plastic; trl:m (l()verlng DOt Blore thllIl 10 pe:a:ent of the wall
o.r ceiling an:a may be used, provided such trim (11 has a de:Dsity of
no less than 20 pounds per cabic foot (320AlqVm )~ (2) has a max-
imum tlUc.ktless of l/z inch (12.7 mm) zmd a IIlIlXimum widrh of
1-62
1/,
,II'
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~NO, 781:ORM P. 5l1NG CODe
. r
4 im:bes (102 mm), and (3) has 8 ftamHpread rat'iDa:no greater
than 7S. r
MateIials 'GSCd for interior fi1Ush of waDs and cef1iDgs., 1ll ud-
ing \1VainscotiDg, shB1l be as spedfied in Cbaptor 8.
'DLS.' LoadiDg platIbrms. &terior Loadiq platfoJms ~y be
of D.ODCOmbusa."bte COllSUUctlo1l at heavy-timbe:r ~on
with wood floors DOt less than 2-inch (51 DIm) nominal thic~
Such WOOd COIlS1rUaion sha1I uot be camed thtough /:be ~or
waJJs.
. fi015.7 ImulatiDg boards. Combustible insuJatiq boards may
be nsed under finished flooring.
601.S.B WaDs witbJn heaJtlt-c!r8 suites. In hea1tb.-care suites.
dW Comply witb. SectiDu 1007.5, fntm::icr nonIoad-bearlng Parti-~.
r10J:1S of D~CXlmb1lStibIe CODStIUction need DOt be of fiIc..resisti\l"e
CODSI:mctiDD. IiL buildiogs of combuslihIe constrUctioll, imerlor
nODload.-btaring partitions within suites may be of combustible,
framing covered With DoncombUSQD1e matedals having an
appmvecl tbcmnal banier with an illde;s; of 15 lu accorda11ce with
UBc Standard ~2.
I
SECTION 602 - rfPE I ARE-RESISTIVI: BUD.D,"GS I
602.1 .Defiuftion. Tho SlIucl11raI eIemenrs in 'IYPe I fire-resistive
buildings shall be of steel, .iron. co.ncrcte or masomy. I
WaDs aud per-n"'Auent partitions shan be of DODCambustible
firc..resisti'VC consl1'UCtion cJ:cept that Pe.tmaneDt noab~.par-
titions of cme--hour or tw'o-hwf fhe-resi8five constmction, 'fbleb,
are not part of a shaft en~~, may have fire-rctanimt-nratcd
wood (i8e Section 207) 'Witbin the assembly. .)
Matedals of coDStrucIioQ aDd &e-feSistive :tequk'eme.u.tsr:~
be as speciBed ill section 601 and Chapter 7. I
602.z Strudulal Framework. Sf:ru.ctmal mmework shall of
StnIclural steel or hoD as specified in Chaprer 22, reiufareed ClDn~
crete as specified in Chapter 19. or teinforced masomy as speci-
ficcl in Chapter 21. I
For additiOIl8l requiremenTs for Group H Occupancies, seel See;-,
tion 307.2-
fi02.3 Exterior WaDs and Ope.nlup.
602.3.1 Exterior 1r3II&. Exterior waIls aDd aD. sttuctunl ~_
hers shall toIDply with the reqairements specified in ~ 503
aud 1ible 5-A aud the fire-resistive plO'risions set forth in 'Thble
6-A.
682.3.2 0peuiDgs in 'WaDs. All openings in merior W'alIs.sha11
confmm to the requiremenTS of Section 503.2 and Table S-~
602..4 Stairway CObStractiOD. Stairways shall be COJISt1'bted
of reinfon:lzd concrete. iron or &reel with ttea.ds and ris= of. con~
crete, iron 01' steeL ~ uwble, tile or otlw ham no:rwcl1tbus-
tible matetiaJs may be used for the 1imsh of&'OCh treaQs anbyd ~'I
EXCEPrION: On 5bJiJ$ DO! required ftl be enclosed Secoon
1005.3.3. the fiDWl m&n:dal of lIe8ds and :d8e:Es may be at my material
paI!IJinGd bylhB c:o'dc.
Stairways sball comply with the requirements of Cbapter 10.
Ci02.5 Koafs. ~ in retail sales 821d storage areas cIassi:fled as
Groups M and 5, Division 1 OC'CllpaDcies and in Group H Occu-
pancies. taOfs and their members, other tban the S1XUCtUtal fraule,
may be ofunprotec;T.ed no~mbt1stlble matBdals Mli:n ~ pa.It
of the roof Uaming. including the strl1Croral.frame, is 2S &et (7620
mm) or more above Ule floor, balcony or gallery immediately be-
low. Iicavy-tim.ber mmnbms in accordance with. SectioD 605.6
~y be used for such 1111ptotecred ~~ers in CDe-stcny lmi1~~~.
NO. 781 ,P.6",
OWNER 0
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, 'JAN. 17.2003 4:47PM ,~~SH ARCHITECTS, INC.
ARCHlTEa'S , ' ,
SUPPLEMENTAL INSTRUCTIONS
At.l.DOC1.lMENT~"o-EJ.ECIRON/C FOll.MAT
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JAN, 21, 2003 6: 14PM J~SH ARCHITECTS, INC ' , NO. 796 p, 2
ARCHITEITS, .' ' OWNER 0
' .ARCHIl'ECI 0
,SUPPLEMENTAL INSTRUcrlONs . CONSUlTANT 0
AkI DOCUMENT~70-EI.EC1RONICEO.RMAT
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Dciauaeuts without dmngc m CoQlmd. S\am or Ccmtxnd: T1Dle. PicCecdiDg with the Wor;k m ~ wnh thae ~
indicates your ackuowledgmrint tbat-fJi= will be ~ c.baD;e ill tIie CcJnbm Snm orConlr.xr.1lme. '
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Dale: 6/17/2003 Time: 1 :56:58 PM
Page 1 of 1
RES Buildingfl895 Plaza Drive/Suite 200
Eagan, MN 55122
Phone: (651) 406-4400 Fax: (65]) 905-3678
For Your Information
To: Robert Hutchins
Fax Number: 19524474245
Company: City of Prior Lake
Date: 6/17/03
From: Mike Vallez
Fax Number: 651-905-3678
Company: Wensmaml Homes
Pages including cover page: 1
Subject: Trash Enclosure/Civil Plans
Comments:
To: Jane Kansier
From: Mike Vallez
G
The site plan revisions which were submitted a few weeks ago included a trash enclosure.
We are preparing to construct that enclosure, and tomorrow, we will be resuming the earthwork in preparation
to complete the curb, gutter, walks and other sitework.
i understand from Paul Baumgarden that the Building Inspection department is looking for an approval or
response to the site plan revisions,
Can we assume that everything is OK?
Don Rye
WinFax PRO Cover Page
NOV. 22. 2002 12: 40PM J JS~H ARCH !TECTS, I NC
NO. 414 P. 1
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05/18/2003 07:04
5128515351
BLANCHARD
PAGE 01
LAKE FRONT PLAZA, PRIOR LAKE, MN
FAX COVER PAGE.
To:
~ Roger Johnson
JSSH Architects
952-935-0878
;J4 Mike Rentz
Wensmann
952-440.3523
,)(Mike Vallez
Wensmann Homes
651-905- 3678
o
From: Bill Blanchard
Blanchard Engineering
Sent:
Pages (Including Cover):
3
Subject:
Commons Deck Details
Framing was revised in response to discussion between Mike Rentz and myself.
1. The beam at the facia was dropped in lieu of flush to simplify framing.
2. PSL beams were used to simplify connections and to eliminate warping of built up 2
X 12 headers.
3. Ledger anchors were modified to eliminate the need to anchor to the webs of the
Precast planks.
Thanks
--Bill Blanchard
(0) 612-861-6361
(F) 612-861-6361
(C) 612-961-0770
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Re: Lakefront Plaza/ASI i3- k~.sed Roof over retail entry; Added vestibule and conidor in retail
area 140.
To: TEAM MEMBERS CHECKEJCI BELOW
CONTRACTOR
-
X Cities Elec. Scott Jordan 20;: -772-9285
Cities Elec. Steve Soweja 651-463-4347
Fire~uard Todd Johnson 651-748-9143
X Fireguard Dave Niesen 651-748-9143
X GreSSer Conc. MarK Ras, 651-454-4850
X J. L. White John White 95~-492-7788
KMAC Scott Ryan 32{ -587-0650
X Lakewood Glen Koyer 95~ ".736-0359
X Mel Mark Math. 95~'-461-6275
Molin Cone. Scott Northrup 65 ~ -786-0229
Ryan Cant. Tyler Enright 95= :-894-3207
X Sedgwick Scot McCleod 95: ~-881-4491
Schindler EI. Pat Nielsen 65: -406-5321
X Speciaity Sys. Blii Reynolds 9!::~-894-0687
Steller Cone. Dave Joslin 9S:~-808-9211
X Tappe Scott Sample 6E~I-994-0300
Villiume John Hummel 65'1-454-8556
Wenzel Bill Borrell 651-452-0367
Whiterock Willie Adams 651-431-4410
INTERIORS
American Ltg. Karen Westlund 952-233-8221
Creative Firs. Tammy Cumnins 952-233-8211
All Inc. Pat Lanagan 651-292-0541
X Building Insp. Bob Hutchins 952-447-4245
X Mike Rentz Wensmann 952-440-3523
DESIGN
X JSSH Arch. Roger Johns, 952-935-0878
X Blanchard Eng sili elanchard 012-861-6361
X Steen Engin. steve Youngs 763-585-6757
Pioneer Eng. Nick Polta 651-681-9488
X D&L Design Diane/Linda 612-338-2922
u._
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Attached find AsI No. 23 to incclporate into the work. 'Please advise the cost of this work before
proceeding. Elecnical and Mechanical is to be design-build for the new corridor at retail space 146.
PLEASE RESPOND WITH QUOTES BY MAY 26,2003
Mike Vallez
RHS Building
1895 Plaza Drive
Suite 200
Eagan, IvlN' 55122
651/406-4400
Fax 651-905-3678
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STOR I...,@
Materials Technology
Stork Twin City Testing Corporation
DATE:
May 23, 2003
TO:
Ms. Kelly Murray
Wensmann Homes
RHS Building
1895 Plaza Drive, Suite 200
Eagan, MN 55122
1.::::1
r-n\ . n.,. ~.n. iF; ,. 'I
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1111 MAY 3 0 2003 i
UlJ
Material Testing. Non-Destructive Testing
Product Evaluation. Construction Materials
662 Cromwell Avenue
St. Paul, MN 5514
USA
Ely
.,--...-.--.....-.,-
Telephone
Telefax
Website
(651) 645-3601
(651) 659-7348
www.storktct.com
PROJECT: LAKEFRONT PLAZA PROJECT NO.: 032377
WENSMANN HOMES
PRIOR LAKE, MINNESOTA PAGE: 1 of 1
DENSITY TESTS OF COMPACTED FILL
Test Number: 59 60 61 62
Date Taken:
5-21-03
5-21-03
5-21-03
5-21-03
Unified Soil Classification: Silty clayey sand Silty clayey sand Silty clayey sand Silty clayey sand
ASTM:D2487-98, ASTM:D2488-00 with a little gravel, with a little gravel, with a little gravel, with a little gravel,
(Proctor Sample Number) mostly fine grained, mostly fine grained, mostly fine grained, mostly fine grained,
dark brown dark brown dark brown dark brown
(SM-SC) (SM-SC) (SM-SC) (SM-SC)
Location: NE Canopy SE Canopy Footing NW Canopy SW Canopy
Footing Footing Footing
Depth Below Footing Grade: At footing grade At footing grade At footing grade At footing grade
Depth Below Existing Grade:
FIELD DENSITY DETERMINATION: Nu'clear Density Direct Transmission, ASTM:D2922-01 (-#4 Basis)
Dry Density, pet: 115.5 114,5 118.5 114,5
Moisture Content, %: 12.5 13,1 14.3 12.9
Plus #4 Material, %: 8 6 12 8
LABORATORY COMPACTION CHARACTERISTICS OF SOIL (Proctor Test): ASTM:D698-00, Procedure "A", (-#4 Basis)
Maximum Dry Density, pcf: 119,2 119,2 119.2 119,2
Optimum Moisture Content, %: 11.6 11.6 11.6 11,6
COMPACTION TEST RESULTS:
Compaction, %: 97 96 99,5 96
Specified Compaction, %: 95 95 95 95
Review of Test Results: Pass Pass Pass Pass
REMARKS: Density tests are valid at the locations and elevations of the tests only. No representation is made as to the
adequacy of fill and compaction at locations and elevations other than those tested. The test locations and
t.he numb.er of tests were. selected by Twin City Testing. The com..... p.a ction~tes. t results mee. t the project
~~ificatiOnS in the area~ tested.,^ l I ___ .
TESTED BY: (J I!.-~ -t\ll--\"-~ DC REVIEWED By:ll..\!jJI
Ja Han on Mark Straight,-- .
Staff Engineer Project Manager
COPIES: 1-Pioneer Eng, Nick Polta 1-City of Prior Lake 1-Ryan Contracting 1-Wensmann Homes,
1-JSSH Architects 1-Blanchard Engineering Mike Vallez
G:\2002CME\032377\D59-62,doc
if; ~t:'w' t........u...,
Stork Twin City Testing Corporation is an operating united of Stork Materials Technology S.v" Amsterdam, The Netherlands,
which is a member of the Stork group
05[09/2003 14:28
6128615361
BLANCHARD
PAGE 02
Blanchard Engineering
IrncfrntSllJi lW" ~
6936 Waahbum Ave. S.
Richfield, MN 55423
612-861..e361
May 9. 2003
Mr. Roger Johnson
JSSH Architects, Inc.
14525 Hwy, 7, Suite 375
Milnetonka, MN 55345
Re: Lakefront Plaza Framing Inspection - Commons 8,.. and units in the nann Wing.
Dear Mr. Johnson:
On Monday, May 5. 2003 I completed a framing inspection of the commons area and the un~~
north end of the building.
The framing for the units on the north end of the building and the commons area is acceptable,
Sincerely,
~~~~A~
William G. Blanchard, PE
Structural Engineer
I hereby certify that this specJficatjon WIIS prepared by me or u,J)der my direct IUpervlslon and that I am
a dUly Licensed Professional Engineer under the laws of the State of Minnesola.
Date 5"..f-t73 Lie. No. 19567
Cc: Mike VaDez. Wensmann Homes, Inc,
MIke Rentz, Wensmann Hom., Inc.
05/21/2003 07:26
6128616361
BLANCHARD
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APR-03-2003 03:48PM FROM-Wensmann Homes
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,FAX COVER P.LL\.GE
DATE:
~~7
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FROM:
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NTJNJBER OF PAGES INCLUDING THIS CO"VER LETTER: ~
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S (JBJECT:
IF THIS F J.'\X TR.Al~Sl\1ITT AL IS NOT COJ:v1J?LETE1 PLEASE CALL
OUR OFFICE AT 651-406-4400. T~'K YOU!l!
,.'
RHS 8UJLDING
i 395 Pl.AZA DRIVE
SUITE 200
EAGAN. MN 5~1:;:
651...Hl6-'-l,:O;)
('AX 651.::;Cl~.>j72
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APR-03-2003 03:48PM FROM-Wensmann Homes
6519053678
T-943 P 002/003 F-984
LAKEFRONT PLAZA, PRIOR L4KE, MN
FAX COVER PAGE.
To:
g Roger Johnson
JSSH Architects
952-935-0878
8. Mike Rentz
Wensmann
952-440-3523
8. Mike Vallez
Wensmann Homes
651-905- 3678
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From:
Bill Blanchard
Blanchard Engineering
Sent:
4 .i. '3-D3
Pages (Including Cover)~
2
Subject:
Framing Inspection
,/
--Bill Blanchard
(0) 612-861-6361 (, (F) 612-861-6361
(C) 612-961-0nO
APR-03-2003 03:48PM FROM-Wensmann Homes
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6519053678
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Blanchard Engineering
,
stlucUa'S~~;ng CarrsuPling
6936 Washburn Ave. S.
Richfield, MN 55423
612.B61..a361
April 3, 2003
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Mr. Roger Johnson
JSSH Architects, fnc,
14525 Hwy. 7, Suite 375
Minnetonka, MN 55345
~I
I
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Re: Framing Inspection - Units in the south wing.
Dear Mr. Johnson:
On Friday March 28, 2003 I completed a framing inspection of the units on the south end of the
building.
At that tlme of inspection, the rough framing was cumplete on the south Gnd of the buildIng witt. the
exception of the decks and the roofs on the decl<s. The framing for ttle decks and the roofu over the
decks was nearly ccmplete.
The framing for the units on the soutn end of the building is acceptable.
Sincerely,
./ ~~.. "
~~~ 4~...,.,~4.~.fJ
William G. Blanchard. PE
Structural Engineer
I hereby certify that this specification was prepared by me or under my direct supervlsion and that I am
a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Date 4-~-D-S LIe. No. 19567
I
Cc: Mike Vallez, Wensmann Homes, Inc.
Mike Rentz. Wensmann Homes, Inc.
,
,.
JUN-16-2003 03:15PM FROM-Wensmann Homes
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T-004 P 001/014 F-228
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J~.AX COVER PAGE
DATE:
~ -1 b-OJ
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~-147-424L
TO:
FROM:
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SUBJECT: --Llk- P(L1~/ Sh,e-f
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-,..
IF TIllS FAX TRANS1v1JTT AL IS NOT COMPLErE, PLEASE CALL
OUR. OFFICE AT 651-406-4400. THA.."NK YOU!!!
RHS SUJLDING
i89:i PLAZA DRlvr:
SUITE :00
EAGAN. MN 5S12:'::
651-41.l6..i100
FA..'{ 65 '-905-3678
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JUN-16-2003 03:15PM FROM-Wensmann Homes
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T-004 P 002/014 F-228
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JSSH AlICHITECIS INC.
14525 higS'Vol)' 7 suite 315
Minrietlmka., mD. 55345 .
Ph: 952..9:!!::..6337 fax: 952.935..0818
FAX TRANSMlTT
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From: l~
Date: ~ .'t--C~~
Cotnmen.ts=
The inioanagOD C:ODbined in this facsimile message is pti d ;md confideo.r:inl iaf'orma*,n inmuded
only for the \ISe of the individual or e::uity named :1bove. If te3der of this ~ is not the intended
recipic::nt, or the employee or agent ~D.si'ble to deli\feX' it: CD the mtended tccipieut; you ate hC1'Cby
DOWUsd that any clis-nTn " don. dL"'tti1:.util;Jn or ccpyiDg of this UDi.c:a.tion is !Jaictiy prohibi=.
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~ ~ ~ JllO. Sl!-4G ;Ji;JIl.a.."~CF.ln' ~B:E ~ ~ SOIl
~ S'l'EEL n1m ~cln
J:'rg~ Des=-~cm:
~
MaStic 1!1c. SQ-44, ~ app1:Leo a.~ film ~cl:neSS -= 3A6 ~tLC!h (a.55
sr:l.fl:.../U. SO' gal.1a~ [4. 7e. l'~1.21. 2.fL), c=. we X 24 ~ W8 It as'J naoo X 3S <md
M2QQ X 42), aU. em 6 X '10 i=1:~ J.~: 23Sm111l 1QOOa. bealUS. a:; aes~ea ~ tQ:.C
aesi-gn ~:.s OGOQ, _aD, an.;~ ~ 0, ana. U%e ~ ~ a.c:c:c:e~ce -ACI. 2'.S~ E-
11"9 tm:.-263, m.c-CA1I 4...S1-Q:L., .l~ 2S1.1 bas l:een assi~a. fiz's ~~'\; :a~sS
gf lof . 1./2, ana. 2 M=S, as sU.Dg em ~ ae.~gn. q,ud caQ;lQ~"t;S \a.:5ea:.
~:feze.nce tln~w~:j.:~e%s' %.&boRI:c.2:&' s 1aceJ, 3.D.c1 ~sr. re~"
.c~. So-G4 ~s an asbeS'COG ~, reiDf~
~, cle~ for ~ca~ ~ i;L~Z'
saz:/ or ~ 'CO 2..%u::-ea.se dw ~eJ. f:i.:e
Fla1De ~1 f.S.:a 2:e~'C I
.iJ:I,'1:u:rIeScen.1:. 'd:Iena. ~ec:clo.~
s~l su=1, ~ s"e is :
e:lbanc:e dme.
~
~ caUnJ:r d2::i.aS '= a. h.U~,:;: - Ie u=.sb. ~ 'Wi~ ~a1. ~e
cud viJ:I:r6~s, ~es nc'C. c1Dsc.. , ~ ~ r::aeJc.
Mtll scale, su::facG ~, ~
sboula l:1e p:;1mea ri-:h i'1De c
B:;I. 3(105A uaa. fte&' ~ ~~
Al~ F:i.~ '= 'Cb=Clugb11" ~t
~ct ~:
Ugng is Ji.ffler da'ab1s-~aeQ
S appJ,ieaODn, ~JS eJacA
a~1".ely J. ~ of :r::;1leu.e
'ClP-I""'il"f] 1l.l3~ 1ile ~ea. ~ c; .
A~!ll:Lea.ti..=L ~~'e- a:t.d p~~~
Ha.~i.c. So.. SC-4-4 CCUI :tie 9pJr~ P;CW8J. ~,pl:i.ea. ~eil SQe ~ secc:i.gn)...
~ ~ i.lppl!aa, 'die =1)].S ~ ~ ~ wi.~ m,i.De%al s.P;zi~ -= iL~
sti,.c:1Q.ng" 03:' I'U'11 ,~.. Fe: :3 Gmt a.p,p]J,.c:a~OUr 'GSe a. 1/4 ~~ ~ llO%%1.e
o~, ~th ~~~lJ 2.5 'CO 3Q )bS4 a.:z preasu:r:e.. BEAW ~ spRAY.
SUS'3""" """"'" _~'.E!!! .... Z04-00D. series G9I1. ~. ~
"""'. ba= ~.... l6D-66a. PlII'!I!" l'rB~'" J.I)-O. ==-. ~ w:LU
~l.1k ~~12., ~ c::aa ~ ~y
~;
Sp:a:y a~c:a'd.on ,s.elas a t
~lea. -e=- a zoelB-iveJ.y =zEloth
~ce PreaaRu.c:m;
, ~,ana ausc ~ ~ ~'ged.. st:1!leJ.
3. So. 3004A::teall Free 1tpj.VUsal. M;aJ. ~~r;,
~ ~ Cl~ good qaa]J.'CY ~1 ~.
= a.PP];yi:tg' S&~ 1lO.. 50-44.
. 'tb:lmQghl..y %Qi.X Jla.5d.C!. )fa. 5D-44. FOr SMU\~
gal.3.cn pall ~ ~ ~ed Cail~1~ wi;th
1012 .. i"g:r BD2~ G\D\T ~:1.caci.cn.. aa.a1 t::t ot'(I'
~~a~~~.
MANUFACTlJR~ Of FIRE RErrA PANT PAlN1S. VARNlSHES, MASTICS AND CHEMlCA1.S
., I t. II
n 'I T I" In' I T II n \I \J II r r {I I^I I r r ' 7 r n fI 7 . C I . M n r
JUN-16-2003 03:16PM FROll_"1
M ffensmann Homes
JUN-1Z-ZDna D3:30PM FROM-Wensmann Hcmes
-- ....>. .- -....
6519053678
T-004 P 005/014 F-228
-2,-
S~ 1. Fal10w "CAl1'.n0B'" see' . pJ,al:e ~mr signs in a:ee., ~9' o~rs
~'t:. spray pain'tiDc:r 5.s :in pz'CIIJ.= , aDtl ~'C. f1a1mI3,b1e vapo:'S aze FOaE=.1:. U U1e
area.. Check ~ en~ dJa,t. all. f1ame5, !;i.%CiUi, ~ odler ~ of i.~~
ba~ ~een ~@ea a:cl1:':l crff. c:oa~ ~ ~ ~ :opec! o!f', vit:h
"~cm. ~~ ~" sl~ UZttil = ~~ >>s ~!' ari.ec!.. ~
&. l'UlIlP. b&>",,", ;m4,.,.. _!~ clean. Sa<- Ilf' .qJlipaon... ."a eJa= ~ i.Il
e~Y open-bead 55 ga3.1=. az"=- S!!EP 3. Dsiuq iI ;n.ffJ.e:- ~le :b1a.4eil ~,
drc""",!ll1f 1IIix 4 ~ B fii.ve eaUot> pii.1S of Fine eom=J. 1laSP" 110. 511-44. 2ach
f1ve ga13Qn paU. sbo,ua. loo . a. (Wn=<U ",-t:l1 ~~1lr J. cro= on
xy1e>>e mr~' S'l!El' 4. lIa1"l' =="a. (a$.l.",..,a.). t:lI<l~ 1Il><e4. lIO.sti-c
.~. 50-44 ~= Ue 55 ga11= ~ 5_ ~ f1~ base B.'C. IlUIL aZlQ s;:.a.n
__ 1""'lI! ,..,ti:L ~.. IPs "" ~ UlJ,Ra. 'Colle _....~ bo>se. """" ",,,,,,<=Ch
't.b.B hose. ~ dJB gmJ._ ~~,~ jUS'C e.~ 93J.'ftlS U3 ~ Qe fg1.1.awin9
~ s=Pl .........",. l,!:..., 3. Ps:l:. ~~ air. 20 w 411 t'~:. -
p%8a~u~ se~~s a%B ge.ne:&l~ .. .~J.e ~ ~~ CQJ1c1i1;iaaS. Ma~a:ri.Al. ~~ssuz:e
~ Joe ~ "... 1:l>8 ~ ~ se"'~ "" cP1:iWI " -,,0. -- flaw.
!m'P 7~ ~ "1!1':JI!1" SlIIOlJ. &. ;>ii,,,,,,, F"""""" ~ "" ~ a good
_ pa=""'. =- ""'''''''''' "" __ ~ _ we ala oovez>" ~
IIlS=US. "" i&lS'Il= """"to ..."., I fiJlo. ~'~)-fte"& is be..... app~. Be"- aJ.~
~. 1Ilc~ _. llZ'O ~ =a....a. IIIll'I!B= :If ~1l9' ii.s "" Joe
/liscotl"'~ fm:""" "''''''' ~ 0,", 4 _""'" . ....~ f"""""" ~ be 6=
off at: * pIlIP. ~1Oase d<t ma:" ....... ~ ~ uii.'1geriM' , '<be ~. >he"
~ . """"",-01 ..... ..~. """ ",,4 waSil """ gIlIlo ;n xy~ b\YJ.Q1l. TIl'S
pra....iure is.....,. ~t: u> :t: _'-;."1 _.....1<iN1 \1P a:s: t:lLe glD> ano1
~ 1:be bQ:ae.
)!a"~.e~:ot':. ~/4 inc:l1 D) CJII:i,P;~tIIl, :;icUve.D'c:
oCt 1=g', 3/4 :i:lCh JJ) wnS.f sec:ti.oA Aot ~.
_ sv.i:vel.~.. ~ base 1enql:h :LOO
= ~. AU ~aSt I1'Q Pm!P BOSE:
em:; ~ be ~ gf maint:A~ 85 PS:I
~pmen~ is 9-V'en as a. gu:i.de. od1sZ"
1.ar spad.fi.ca.~ can 1::e lISed.
-
~Jm w.:Lve ~ ~!~
:t:tI5S.~']O.1 ~~ed, w1':!1 a 5
ft~~ing- ~-,- sun ~ ~ qW.crIc.
:feat. J.n. BO~ !rc Gg5; 3/EI iJl.
3/4 :i.ndl 1]) ~). CClli
Lm.inusnmJ wben sp%&yiM. ~Ia
1ItaZl<'Q;fae1::~er' s ~"t;; me.51~JII
~ Up E'~es :fC% Jlaa,vy 1~
:..
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cl_ ~t: l.........."":l,y .Ut< """ v.L0. ~lJ!Ile m.1DJ.l 0': *=",,1 ~CS.
~~<<:e.=.
SbOu1l3. alL a=a ']:Ie aua.geli,
~ or; =0V8+-
ba%cl e=tQ~ .fO:- area use in 24 ~ /18 ~\aS tsee
ca::e Ul It. ve%Y ~ ~i.];m.. pg,ll c:u:e. ~%
a.~ ~ faJ.~ ~ ~ S ~ B Cl;!LYG. 'rhe e:;peec!
:r:a-c=e am1 ~~'C1'.
~~e::
p:ies v;iI ~;C~ j.n abcJU.~ 2 h~S
c~C1I 1ii~Z1) _ am~~ss
~o::mal. a:z::yS,Ag ~~:s, 'ClIe
af c:a:te cll:(l"u~d~ oa. 1:he- a:i% 't
cca:cS.:g can aBi.l! be ~cl( ~ a p1l't:r.y
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IAII r r . 7 en n 7 ., I . M n r
JUN-16-2003 03:16PM FROM-Wensmann Homes
JUN-12-ZD03 D3 ::IUt'M I"IMrIUmllIll4U11 n..".....
6519053678
T-004 P 006/014 F-228
-2-
~ 1. FCI~low "C~m%o:r set:tioll PlAce ~%CK si.g:n!: i.a ~r ~ Qd:Jers
=a'C spmy paw.t:.izuiJ t& ~ pZO~~S8 .me! =a-c tl~-="n1e 1r.IpCJ:S ~ preS@!D~ 1;l. 't:'l;Je
~. ~ek ~Cl ~s=e ~ lLll ~sr f:i,X'e5, ~ Q~ sou:ces Q! ig:a!.~
have ~ ~s'bea and nC:DB Qff. CSQa~ ~ ~ ~ Z'opeA off. w::L1:h
"CAtla01il'. ~'R'L.R V>>'aR.'" si~~ ~c: c;ga~i:9 h."u; ~ azj.ec.. ~
l.!:. ~.. 'hoses, anc\ gt.m ~r.:. c:.1e~. se~ 'UP e~'C. afttl ~C2 paISIP ~
e:JIIPtY apen-hea4 S5 gaJ.lon a%lSlL 3. llSmg' a .nf:fler c3Q=le ~ded =-~,
~nnz~ mx 4 ~ B five ~1:1c:n :Ls of ~ ~'C%o), ~S.c 10. 50--44. 2a~
five ga1lP!1 ga5.1 s=\11cl =. d l~l~~) ~= a~ma'Cel.7' 1 qu.an a:l
qJ.~ ~].Q1) . ~ 4. ~9 ~"-ea (d:U:ar.eal, UDzam.1Dly mi,xea, 1faDti.e
'SQ. 50-44 4= ~ S5 gi1lon . S'!EP 5. BemCIVf;l fJ.ui.a. base a:e ggn. 2:a. ~
~. PWltP ma:t:ll ~c bas = la:~~ W~ "CbB ma~%ia1 bose, ~n rea1:QCb
'cbe nose 'CO Us 13\=. ~ =:.:, :j~ e.~" valves = ~ 'die :fcllaWln~
~s~ S~~;; 1B"ee,..-i::l1., J.5 = 3S psI, .k-c~S' &So:" 2Q 1:g .0 :PS~. ~ge
p%essu:e se1:~ iU$ gane:ra1.1~ ~J.e. ~ Zl=sr. c:~~iClnS. Ma:cer.i.a.l ~BSsure
s~11la :t)e keF a't: 1:be ~es:. pes - S8'C~ t:=I ~ a s=oth ~ftl flew..
S~ 7. '1'eSt: ~&'J a ~l. a, ad:;IQ~ p:ess=e se'C~ U) a1=a.iA a. good
spray pa.~J:P.. t:beA ~ wi ~ applic"'P'lt'J'ft. ~c:k 'We'!:. film eve%Y iew
~u'Ces. ~cs u.sare 'da~ rlIB '1 ~ 't.~ess ;i.l3 be~S' ~ec:1. Be sure aU.
~. .mel~S' ea.ses. a:;a ~~ eoama. ma:t: tt spnl'~ i.s ~ be
Qi.S==::1mLeca feZ' ~ ~ 3 Qr ~~s, ~ mttnaJ. ~sura ~bc~~.be s1m~
eft a.~ ~ p\1IDp. b1,ease W ~ ~Q%'e. 17/ -=~~5.ftC3' ~ gnAt ~
~m=ve 't11e. _~nal ~ a,,= ~ ~ and 1e8b aut. 9'= :i:1 ~~ CX1J.cll. ~
Fo~r:1m:e ;i..S verr; UlpOr:an'C. 1:0 :r; 1JZ,:ce::;ial. ~ p~.-~i ~ 'IZP a.~ d:e ~ <md
i..n t:be hase...
.:ceria1: '3/4.inc:11 ~ ems T'~ m!mlJ, saJ.ven..
cot loztq, 3/. ~ II) 1Ibi.p s~ ~'c; ~,
M.ftl ~e. ~ bose ~ loa
;0) CP'';''''illP'''''''''). UR ~ m P1l!!P BOS2:
O!!: !!US'C- be oa,p~ = ~i'ft~~ 8S psi
w &qa;ipam~ ~ 9i-veu as a. gaicle. Od\el:'
13:' speci.!:i.c:a~ c.m be uSed..
~cv vaJ.vc ~ ~;=
---
r~i.i1ei!m'&. %l!1=fc~d, ~th a S
f~..c:.5.ng c.'& gun s1:P'Q1a be qui.c:k
feet.. m:x EDSE 'm GtJlIi~ 3/E:"
:V4 ~ch II) aat~. c:mp
lm1'l!BIn) Wen s;p:ayUl9. ~ia
~c:'C~r's e~1; lllSea.ng'
~ ~ ~CE:eaU~ fg% Bea9Y 1:,
~:
Clean tr.P.:..
Cleilm eqg:i.~~ ~diam-1Y ~
llse w:i~ '2C.Yltme (X,yJ.gl) e~ 14SJmz=a1 SpU'.1.'CIi:..
~a an a=e8.]:le aamaseci II
1=ife or ~~.
U:td ~il fa: uea use i1'1 24 'CO 48 ~ (see
c:ue ~ a ve:t:') 'tOIVih fi1L ?IJ1l ~e. eneie%'
d.=.g ~U f'Ql.l1' ~ ~ S "to B Clays.. ~ 6~Qea.
~ ~ ~a.i~.
~ ~2..
>>rl.~s ~ =~b. :in ~'I:. 2 1='U:'S,
CAtJ!ntl1ll 5~n) ... Con't.i.nusn
u~ ~ ~~=-QDS, ~e
o~ ca:e qaeaas c= '!:b2 a:i.r t~
$i:l.~CC::=
coa~ s:an ea.s:i11 ~ ~ea., 1.l$1ns :l p11t1:Y
. 1.11.1,11.111, lInn"
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JUN-16-2003 03:16PM FROM-Wensmann Homes
JUN-l Z.ZDDS 01: 31 fM I'ltu.-n8nllD\ltllll nUI"..e
6519053678
T-004 P 0071014 F-228
-3-
~CDI;
~OR ~12t3' :iD~, place eA~
is ~ prc:I9;oess, ~ 'ebe ~
ensure 'Cha~ aU flAmeS ~ o~ber
are ~i.S~a.. e;,a:t:ea a:e!S
"omPCla'l s:i.gDS ='1:.1.1 d>> ~a.~i.Dg
wlatile l~1rS) so2.~~ll'.
~i.c:a~ =til =e ~ i.s
a~d.cm Cl~ fl~le wpgt~s.
SQl.Vl:In't:. c&ars.
s~ ~~, ~ o~ 'd21:> ~~S
~ a=e prese%ll: ~ ~ a:eilL. ~ 'to
=ess c~ ~~ti.QA ~e ~ 'CW:nea. a~f and
~ema5.n:oped off, tiJi.t:h 1I~0II. ~
~~y ~ea.. ~ c:oa:t:iag C:ODu.1.nG
carlill ~ be de~sacl ~ a:1.Cl ~
ari.ed. ~ Zlli.ni1llS.Ze ~ p:lSSibiJ,;i.T:y Q~ iU1
Sa.cb ~~c:ns.s 1lIi8.Y 1::Ie "]1d-i ~'COcl by ==~q
~1 ~ UcnIID & ~.~ ~s ~ & ~~ 1:I.sm"~'f"J"C:;
~ ~t&~ W3 m'SC'J! 'lltS DAIl\l O!i EEVCn1S s~srms CA1JStIlG g~zzDlSSS,
~ACBE oa D.US2A. CAUSES ~ ss:or,!t.OSE AJU)~!r 1lmt~mr.. \1a.rn:E:-
~Qr\:B bave a,SSClcia::.ed repe:a.'celi a:.a. :p=3.ongecl occ:upa:ci.gna~ gvere.x,pO:iUJ:B t:D
salw%n:s w.i.Ul PR~e:= maiJ: a:a. ne%WUS sy5'&e=~. ~~i~;I , =-suse by
c3cl:Lbe1';'a:=e~ t"~.-.=a.~ CQ:.11 . 'C1le ~tS ~ :be ~~ or fa~.
~ away f=ra l1ea:, ~ aaa. w.PC&S MAY CADS&!'.LaSH n:&E.. 1>> m:rr.
~. ~s1:l. ~1 ~1!' p.!.3D't: J.i..Sh1:S, ~a 'T;C%b. of~ ~e5" bea1:eS:iii,
ela~e ~ ana. a1:be:' sm%Qes Cl~ i.~'Ci.= ~ use il:Aa. -.:.'C.i.l all ~2:2t
a=a sene. p~'C l:m:UJi-"Qi1 o~ vapg:s ~ ~ c.ll ~clgwS and QQa~s w
ae'b1.eve ~ss~~.Ua.~cn.
"CS2 omLY wr5 ~ 'VS:Z. . I)Q nO'C. ~t:be ~ en spray~.
~:tiil,V;e ~b. air e:112y' Cm:iJ:I.S' ~ ~1.CJL ana. ~. %f you expsneJlCe eye
wa::eJ:i.ae', heaG.a:be;ar ~~~;, 'llesS or i.f ~ ~~ ~1\SC%a.1:e!li Vil.PD.J'DS.tat:
legels aze aboVe appl.;e::Jl:Jl-1Jl ~, -wea% an ~~iI.~e, ,;zcper~ ~~
:espira'eD: Ui:tQSiVKSa2. app,. ..m~g a:d a'f~ a.,fPu,fOlad,on. Po~
:t:eEiil~"CO~ aaAufaceu:e:r's Qi::R ~ :espi::ca'Ca2: use. C~SO c:=~er afte.r
ead\ use. 1NOlc1 ermmcc owi,:b ~ ID3d.n cma c~. W~. =o:c~y af1:e:
~g.
t'%RS~ AIl';; :rf ~u ~=m. ~c::\S1.~y b 1=:rea.'Ch1n~. .1.e.we -:be a%2a = Cl~
~G~ "s.:. :tf a=~i~'~~ illffi :y 2...5 ~enc::ed. ga'l: _c1:Lcal asGiscan~
:bmtaQi.a~e.l:z. In c:a.se r::rf eye :aD: , fl:ash i3mp.e~.a:t:e~:5' vi:ch plen~1 of ~~ ~
a~ leasT: 15 ~'CB5 aNi 9"': ~ a~t;ent::i=i fol:' s1;in, ~ ~b.1.y yj.1:b
SCI:a.p ~ 1I&~~. :tf ~~~a, 9 _C:i.caJ. a.=en~ ~~':;~l:917.. :t~ spu,3.eQ,
een~ s,pUle4 ma~a.1. sna ~ vtm ~ absor~~. ~!GfOse ~
con-ra.wna.-u.4 ~z:bcm~, e:4l - mld 'gZtused e=:T:Im'C:S :iJL ~ce ~i:t:b 1,Qeal.
st:a:t:e, a:u1 &~ ~ticDS.
It$. ~ cannDt am:fet~~ is'' corJCS(~C1 wder .,idl ~1'I;.a fnfQrlllflt:~gn and owr prod~a~ or tho
pl"Clc:l~ gf ~." manufil~8rf. in in~fl1lt .!tn Qwr pro~~ lP3]' ~ U$~lh nU Iccap1: ng
t'e5pClrusiDf1t~ fg.. r051l1= CI~..hea 'the ap~lfciS;1Qr'I of ~s ;nformatiCln Qr "Qle .lfel:)' and
,ui'tilai1i~ 01 Dur prQ~:) ti~...r a1cne r.lr in =lDbfna~cm ~P\ tfd1sr prc~. ~~ 4",
advilleCI 'to lIIilIicIlI ~r CIIfQ ~ 1::2 J1II ~ sa~ ~ S\\~'Ql3i1i~ Df ~.ch sqch pfDCS\n:1; Qr
prcClWC:: C1I~I'tIl~lpn for- 'd1IIir O/lll pup OB8S. Wo se11 _ pro~ ..h:hgt1~ ,Qrr.m;t Qr guaraM:OO,
ond t:a~, iIIl'llS ,,$en iJ.s~YIII'I all rS:lS 'gn'i'D 1/14 lflbi.1f'Q' felt lDS$ ell" dAmage ;ari$if'9 fpCllll ~M
bandHng ana' us~ erf It&Zr pl"QdUl::'tS., u.s~ alana ar in c:aIIl~i,,",on tri'Ol ca~ prod.~ets.
em :sa.cB OF ~ lm'PN
~:!?
~. 12.136
nllT 'nln'ITlln\J\J II('I('\{I
IAI He: 7 , n n 7 . ~ I . ~I n r
JUN-16-2003 03:16PM FROM-Wensmann Homes
JLlN-12,-2.o0S 03 :31 PM I'IIDM-WBllSmann Illllll8S
6519053678
T-004 P 008/014 F-228
....,.....-.....,
-4-
.
UIDERWRlTEftSJ WDRATD. Df CANADA
u~D
Mj'IS Ie CDA TINI
r'?1~IE N~. 5Q044
FOR USE AS A CO PONENT IN THE -FOLLOWiNG
FiRE AA D ASSEMBLIES:
MaOO 0600 RSOO
,For detaIls of Fire Ra ed Assemblies, see ULC List of
Equipment and Mated J Volume III Fire Resistance Ratings .'"
(and Supplements tl,er to).
I
FLASH P01INT CLOSED CUp). !SOC (7IDF)
IN RESPECT TO FIRE HAZAAD:r PAlEO 5Q.SO
IN A a.ASS 8m' KEROSENE AND ETHYl. ALCOHOL
TO CONFORM WITH THE U FIRE AATlNC3S ESTABUSHED FOFt THIS
MASTICw OIUJTlON OF 'tHE C SHOUL.D BE COMPENSA1'EJ FOR
WITH REOUCEC coVEF.fAG RATES.
HOUAJ.,. '/' M NGS FOR DESIGN NOS,
-
1 HOUR.. 0600. , 11~ H uRS.. MECC. "12 & 2 MOURS - A6CO
FLAME SPAii;AD cLASSIFICATION QR RATI G
ClasSffisd as 10 surface bUI:ing characteristics, in a=oraance wi1tl tne S1ancmd
teSt methOd mr fire rmarcl . lcation of building materials. UL,C.-723 (ASJM
&84" NFPA No. 2$, ULC N-$102). When applied 10 a ncnc:ambUstibJe
surface. at the ~ecifiea ,t.,i ess... 'the coatln9 ~~ited the chara=eristics
of a material h~ng a CtJSS · A" flame spread of less V1an 25 (actual flame
spread 12.8), with no sm,'JKe - 9 reported.
.
. t"'.'."IIII' II...
""rrl" rnn7 'r! 'linn
JUN-16-2003 03:16PM FROM-Wensmann Homes
J1JN-l ~-Z..QO'3 03 :31 PM FROM-Wen;lIIann HOIIeli
BesUaild
1JmfS(t' -
Un RSI rai
j
I
38
1:'
-,
6519053678
T-004 P 009/014 F-228
- :a -
MasIiC No.. SDM14
- Seellem2.
- SeeIleln:!
- See Table Below
.
.
'.,.; .
. .
- , -
. , . ,
-"f
tr&1'- -g.."9' 32
I. ~ Co~ _ C1as;& A, B at:- . I-UP raof gayr;ring. ~~ of fe1f. and aspbaJt ~ a~
~
2. lligili Raof lD$U1aliCll:l- G~1i1W ia pi1Ill:\s on&" 19l5 -'l " 48" (122lllDDll X Z" (5Q
mmJ. App1ial will> ~ 10_ Jlz \loW BIll1 WF bmil!rlllll b_1llt vupar ~ BD4
me lOaf ~k QUits. Wbm gla!Al-fib innII- is ~ dte lUu-.ud assembly nJ1SIIe is 1bree
(3) IaU1ll1 pd dll~ 1IDmniPl ~ ilY ndDC is 1* Jlo1IrS.
3. Sb~mg marerial _ (gplitma1) V: ~ appta wi'th ~ 1Q Slf.d d="" overlappiJls
sb=S m aYcmge of2" (50 'DUD).
... AIlbfsi'" _ APiWe4 1D _14e;l~ bU<lor mu1 rigili roafiusul..... at the ~s lisved
c.aVerage l2JD!S.
$.. Srm Racf})edl; _ MiaiJI1\1121I!tp Y:L'. (38 U=), D.Q3O" (O..761D1A,) or~. ~ ~
width 3fi9 (.91S mm). ~cJ1 m wi1b 'fl' (20 mm) puddle welWi ~ IT (300
mmJ Ofl =0=- Adjac=t _ c: . 3SW" 19aO DIDJ) 021 c:em.cr.
6. BndgiDg -l~ X 1- (<!SX2!i Ill'Ol by 1 "l3lDlDl OS II!gks wolde4lD mp ami balIOIII of IOlJ:h joist.
1. WirclFaDric-D-D4W, l~X 1" (1.0 2S X]S m=) mtSh~w=.
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JUN-l~-ZDQa D3:31PM ~KUM-I!nsmann n~o~
~
s.. Cem~tn15 ~- Na.. SQ-SC' c
J1;:'llair~""~ Azea betwUr11he. ~1
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Niap f'alb=. NY
9. ~ ~ - )4asn"c= $G-44 12 -
pas.sibililY of all ~ ui :
~mtS [3116" (5 _ ~fiJm).
~B1:FJame CoDU':>>~t
N'~ Pal", NY
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hie.
pcaper ~ dariDg ilpJllIcaJioIllD miaimize me
Ie ~ ~ed fA cme cas to ~ lbic1mesli
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f ~B" (.2 D m= deep) ap~ s=1 jois; 5.51bs.11t. (8.2. kgfmJ
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ensmann Homes
JUN~1!-~nn3 aa:31~ FROM-Iensmann Kame:
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2. sub-FlccrinS _0/.'" (18.5 mm} ~ "fit ptywQcG ia sheets.
3. Br:i4ging _ Bric3pr; E:~ ftta lYl' (38 =m) X 7"." 184 mmJ X 14.' (3SS mm) 1cng
fiaecl b~eenjois~ flus1.d w.wside of $ flaar-
4. JoistS _ l1Jz." (38 mm) );: 7Vt (184 mm) S~ed. 16" (~O mm) em cer\tcr JCSUIIg on
ami toe-D3I1cd to beam. '
S. Beam _ Built 'UP from ibur ~ pieees gf 1 %n (38 DULl) x 9W. l235 mm) wooLi. ~
tWO raws of3~'1. (90 mtr,) sp. uaiIs S 8" {200 - au. center.
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Stapled m assembb betifeeD !S of ="PnritiD~ ~~
7. Ce~~titious ~ -. No. 0-69C ccmesmucus~,aate applied in tWO coats.
ManufaclUted By~ l~aID! 1 CcaUug!. Inc.
}~i Falls. NY
s- MastiC Caauttg _ 'Mas1i:: N SD-14 teq..s P"lPt:f ~lArit':ln during appli.ca1ivu lD
minimize the ~ibi1i~, of ~ at fla;lnmable vapo~ ApPlied ill g!l2
COU: to acbii:Vc a wet fib bawef.$ 1/8" (3 mm) - ~,. (6 UJm).
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J . ensmann Homes
UN-l'-EFD~ 03:32PM FROM-Wan5mann HgmD~
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T-004 P 013/014 F-ZZ8
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Niagara Fills. N.Y. 143c)2 USA
l1'61 282-15991
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successfull1 used. 1:0 appl1! ~
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omual ~= wa. 50-44.
pumpe
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pre=i.detl."t 1.0-1 1,Ue, equ.:i.pped wii:b. e~CQ1f val
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=e~tn"c::e4, 1id1:~ a 5 foot long', 3/4 inch J:. =. wl1ip
section a.t SUA..::i. - at gD shCula be quick CD
slA-vel ~ype. I' hose lenqt:h 10a feet.
Ai.%' 'to CJUn; c:h I.J). (Dini#11ml
A:.:: cOJnFesetn' to : 3/4 ~ %.2:). (mi.n:i.mmzt)
~reG"'l:.: _ be ca-~ab e o! mainta>Jd"!J 85 1'S% I~I "he<>
spray:i.r:.g ·
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pa.in1:ing is illl pr ;:esS, and 'ths'C. fl-v'~:p1.e va.pCl:l=e -Fe
p1':esent in 'thfi! a: a.. Olea i:C ~SU%e 'thai: aJ.1. flazpeS r
fires, aNi ctlle% aun:es of i.c;Jn:i. t~oZl have b~ l
e)':'tinquisltecl C~r ca off. CCla~ed area mus1: remarn
:oped off, wi.~t,b" 'rIObt, ~ ~OR." signs ti.J.
'd1e ~oa.t.ing' h;~.s Cl~y C%iec3..
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pa~ls of Flame Co~trQ1 Mastic
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~1y 1. qaart C1f ~1.~ I
MANUFACTURER5 Of FIR Ii Fm"A IlI'l'IT PAINTS. VARtl1$HES, MA5lIC$ ANti CHEMICALS
" liT' n In' I T I "'I III/ 111'11'1 n
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JUN-16-2003 03:17PM
JUN-~,-~Dn3 U3:3zrM
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6519053678
T-004 P 014/014 F-228
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St:e'P 4;.. I)ump "the ~i.nnell ( -+u-cecl) , t:ho:Ouqhl:y ~cl, Masti.c
WO. 5Q-4.. in-tc ':J1e 5S gaUon drWa..
Step S: RemOVe nw.a 1:u;.:se t gun ana s~ pump. p~ u~'C.i1.
ZPaSti~ has comple't. ly fi.llei the ~a'te.ria1. hose, then
:oea.tt:aeh the bc.se 'the 9=.
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15 to 35 ~SI
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far m.o:3~ ~cm.cU.1~ . Ka~erial p::essure should. be ~pt
at the l.cwest }lCSS ~le se1::.i:~nq 'to al:31:ain a 5mQQth
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m,inu.'te$ 8 tJ:se DIa
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wash Qut gun ~':'1.
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uea, adjust preSSU2:B sett.:1nS"S
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wet:. f:i.lm eve%Y few ~u~, to
e:- ulm thicPBS8 is 12e.1n.go appJ.ied.-
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material line p:essure by ~::i.ggerinr;
the ma:ter.ia1 }lese a'C 'the gun ~
lene (xylol). ~h:i.s procean%'e i.s ve%y
n~ =a~er~al f~m pac:k.tnq u.p at ~e gun
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Page 1 of 1
Paul Baumgartner
From: Cynthia Kirchoff
Sent: Wednesday, August 13, 2003 1:45 PM
To: Paul Baumgartner
Cc: Jane Kansier
Paul-
Upon my inspection of Lakefront Plaza, I noted the following units have unfinished exterior materials:
Main Avenue retail space
209,221,232,234, and 237
307,308,309,311,313,315,317,319, 332,334, and 337
You can give COs on 212,216,229,318, and 320. Mike Valez wanted a CO for 308, but the exterior is still
unfinished. Once the siding has been installed, a CO can be issued.
Thanks.
Cynthia Kirchoff, AICP
Planner
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
(952) 447-9813
(952) 447 -4245-fax
8/13/03
Page 1 of 1
Cynthia Kirchoff
To: Paul Baumgartner
Paul-
Upon my inspection of Lakefront Plaza, I noted the following units have unfinished exterior materials:
Main Avenue retail space
209, 221, 232, 234, and 237
307,308,309,311,313,315,317,319,332,334, and 337
You can give COs on 212,216,229,318, and 320, Mike Valez wanted a CO for 308, but the exterior is still unfinished,
Once the siding has been installed, a CO can be issued,
Thanks,
Cynthia Kirchoff, AICP
Planner
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
(952) 447-9813
(952) 447-4245-fax
8/13/03
Page 1 of 1
Paul Baumgartner
From: Cynthia Kirchoff
Sent: Wednesday, August 13, 20032:24 PM
To: Paul Baumgartner
Subject: Lakefront Plaza
Paul-
308 is ready to have a CO issued.
Thanks.
Cynthia Kirchoff, AICP
Planner
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
(952) 447-9813
(952) 447-4245-fax
8/13103
Department of Administration
August 5, 2003
Wensmann Homes
1895 Plaza Dr., Ste. 200
Eagan MN 55122
RE: Hydraulic Passenger - Elevator 10# -09323PT03-01
Site: Lakefront Plaza Condominiums, #1
16168 Main Ave. S.E.
Prior Lake 55372
Dear Sir/Madam:
Minnesota Statutes Chapter 16B provides that the Department of Administration, Building
Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and
manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from
the Elevator Safety Section recently inspected your facility and determined it meets
requirements of the Minnesota Elevator Safety Code.
.
NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for
Elevators and Escalators does not necessarily assure compliance with the
Americans With Disabilities Act of 1990.
Sincerely,
BUILDING CODES AND STANDARDS
~~
Bill J. Reinke
State Elevator Inspector
bjr/kad (CE-2)
c: Hutchins, Robert Dana, BO, City of Prior Lake
Schindler Elevator Corp.
Wensmann Homes Inc.
EIFormCE2
Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181
Voice: 651.296.4639; Fax: 651.297.1973; ITY: 1.800.627.3529 and ask for 296.9929
(~Y{~:~~\
,~; r,:,...
.~~.'....f'... /
...~.,.-~~~. '
Department of Administration
COpy TO BUilDING OFFICIAL
Hutchins, Robert Dana
City of Prior lake
16200 Eagle Creek Ave.
Prior lake, MN 55372
EIFormCE2
Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181
Voice: 651.296.4639; Fax: 651.297,1973; TTY: 1.800,627,3529 and ask for 296,9929
Department of Administration
August 5, 2003
Wensmann Homes
1895 Plaza Dr., Ste. 200
Eagan MN 55122
RE: Hydraulic Passenger . Elevator 10# -09324PT03-01
Site: Lakefront Plaza Condominiums, #2
16168 Main Ave. S.E.
Prior Lake 55372
Dear Sir/Madam:
Minnesota Statutes Chapter 16B provides that the Department of Administration, Building
Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and
manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from
the Elevator Safety Section recently inspected your facility and determined it meets
requirements of the Minnesota Elevator Safety Code.
NOTE: Compliance with Minnesota Rules and the ANSI/ASME A 17.1, Safety Code for
Elevators and Escalators does not necessarily assure compliance 'with the
Americans With Disabilities Act of 1990.
Sincerely,
BUILDING CODES AND STANDARDS
~~
Bill J. Reinke
State Elevator Inspector
bjr/kad (CE-2)
c: Hutchins, Robert Dana, BO, City of Prior Lake
Schindler Elevator Corp.
Wensmann Homes Inc.
EIFormCE2
Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101
Voice: 651.296.4639; Fax: 651.297.1973; TrY: 1.800,627,3529 and ask for 296,9929
OCT-29-2003 12:20PM FROM-Wensmann Homes
6519053678
T-769 P 001/006 F-032
(\~,~~~NN)
. FAX COVER PAGE
DATE:
\Q 2.,\ Os
b~d- Mv~~~
.JM~ \k\'(~-i-
-.3YL. 117-4245"
TO:
FROM:
FAX.#:
NUIvIBER OF PAGES INCLUDING TIITS COVER LETTER: 6
SUBJECT:
~Q,s~'tJ -
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~ \..l u-.,.. l?
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-
IF THIS FA K. TRANS:MITT AL IS NOT CONIPLETE, :>I.EASE CALL
OUR OFFICE AT 651-406-4400. THANK YOU!!!
RHS BUJLDING
1395 PLAZA DRIVE
SUITE 200
EAGAN, lvlN S512Z
as 1-4064100
FAX 551-90S-307g
OCT-29-2003 12:20PM FROM-Wensmann Homes 6519053678 T-769 P 002/006 F-032
~--",~JIIll WESTERN ELECTRO - ACOUSTIC LABORATORY, INC.
TESTINC
.
CALIBRATION
.
RESEARCH
REPORT ON
IMPACT INSULATIOI"TESTS
-
Jt
23132 Rye Canyol) Leop $::lnta Clarita. California 91355 Tel: (661) 775-374;
LAKEFRONT PLAZA,
PRIOR LAKE) ~1INNESOTA
USA
September 30, 2003
AW
Prepared for
Hacker Industries
23 Corporate Plaza, Suite 200
Nev.rport Beach, California 9266('
Test Numbers F03-300 through F03, 302
By
\Vestern Electro-Acoustic Laborat'IIf)"
\'VEAL Project Number: 9846-025
VA Project Number: 3470-059
John LoVerde
Principal Asso :iate
Gary E- Mange
Laboratory Manager
, If /J
~~
o-"or- r;::" * :>l? a'st..'iout~~ '11 i'.s f:"l~1~~t). '!;<C~ ...~tr: V'lt':e.~"""'--'~ "c "'~m "i"-M'" CO"""'"
""~ ,,'W' ~ 0:"~ r,1 I ,,"\ I'"
lJ'\..: '\~U,L~.::'d::
OCT-29-2003 12:20PM
FROM-Wensmann Homes
6519053678
T-769 P 003/006 F-032
1.0 Th'TI :ODUcnON
In res "oose to your request and authorization. W e5tern Electro- A.coustic Laboratory (\'VEAL) has
condt cted 3 impact insulation cl~s (lIC) tests at the LakefroO! Plaza building in Prior Lake,
Minn ~sota. The tests \vere conducted on September 11 ~ 2003 Details of the tests are cot1t1ined in
this rl'pon:.. \VEAL is accredited by NVLAP (National V olunt 3.ri Laboratory Accreditation Program)
Lab Code 100256-0 fonhis test procedure {ASTM E 1007).
2.0 TIS:' SUMl\'IA:RY
A sur unary of the test results is shov.n in the table below. Dee: ilsare presented in the attached graphs
and t< bIes,
Te jt Number
Source Room
Rece~ ,'jr:
.
!g Room FlIC Cslifornia.
roc
.
l~;g Room I 59 61
J
'::'ld Bathroom 57 50
'~er Bathroom 59 53
.
Unit 308 Living Room
Hardwood. DR QT4005, 1
inch concrete, QQ55/025
Unit 308 Laundry
Vinyl Tile, 1 inch concrete,
QQ55/025
I Unit 30& Master Bathroom
I Ceramic Tile, DR QT4005.
I 1 inch concrete, QQ55!025
Repoct :'lust be distributed i1\lrs entirelY o:~t with "'Ticren aUUlorlZ:l....ion from Wr:s ~rn J:lC'ctro-Acou:::tie Lsbon"tory, Thc re:;:ul~
eont2in din .his ~cpo:t Jr~ limir.:::d to the meas=;nt ofillc noise reduction and in:' ,2:( insul~ivn of tIle ite~ tested. WEAL pro\id:s :10
~':l!l'"'-l1~ :s, c:xpr:ssc:d or irnplit!:d, reg!.lrdi:lg ti-r: ~.lC!Ur.l1 in~ezricy or fiinc:ss of these ~cmb!i~ (or l!l spediic iJ,'lSlalla(jon. /-r.yaclven.i.<m;
wbieb L 'jhZ2S tlti, tc:;t report or;;.:s;: d~3 must not imp!> ?=odu=t cer.i:.~:ion o~ Clld( ~e!Clcnt by w~t;.L, N'\IL>.P. NlSl 0: the U.S.
OQvern, :'len:.
f 03-300A
I03-300B
Unit 208 L i\;
'F 03-301A
f 03-301 B
Unit 208 S :cc
F 03-302...<\
F 03-302B
Unit 208 l.-:as
The 5 ate of Minnes.ota requires that within rE.:Sidential spaces t lc FIlC values be a minimum of 45 if
field t ~$ted. The Structures tested meet the minimum Minne5ot;L st2udards for Impa.::t Insulation Class.
3_0 TES1 PROCEDURES
3.1 Impact Insolation TestS
The tests were conduc:c~d in accordance with the r~quir~menrs of ASThf El 007-97, "Standard
Test Me!hodfor Field Measurement of Topping Machi.l~'e }mpacl Sound Transmission Through
Floor-Ceil.fng Assemblies and Associated Supporc Sa-oJ: :l7..r:es", except as noted beiow. The
'FIlC is a single number rating: derived from the: normalized impact sound pressure levels. The
sound pressure le,'ds were measured b)-' m:mll~Jly SWF.:l ping .he microphon~ for 1 minTJte
within the receiving room for each of me four tapping I: oSlt!OnS per section 10,3 of ASTM E
1007-97. Three microphone positions were used to melSure reverberation times in the
receivi.l'1g room. During each test, ambient level measu 'ernents were made in the receiving
room and receiving room sound pressure levels were ac jusced as necessal)'.
Field testS notated as Califomia. FlIC wcr~ conducted u ;ing the California FTIC standards,
,,-'hich require only the rneasurcmen- of the impact sourd pre~ure levels without normalization
to a standard amount of absorption in the recci'\.'ing rOOI:1,
~el:l": l:::S: t:e :t~-:;ri :luted 'i:'l 1:s ~n:~ "c~ e't.l:~;; lJ'!:l': "1"~: :er. ~tJ:r.:lrl :~:; en ~'.r.ro ~e~'::er~ E1 ~c:ro.';=J'";: i' l aoorilt~ry
2
OCT-29-2003 12:20PM FROM-Wensmann Homes
6519053678
T-769 P 004/006 F-032
4.0 TES r EQUWMENT
The "ol1owing table lists the equipment used to perform me ~ G.
.
IIEM S E~UAL l'l:.jMBER
B&K 4189 Pre-Polarized Microphone 2275359
B&K 2260 Investigator 2283365
B&K Acoustical Calibrator Type 4231 2170267
--
B&K Tapper Machine: Typ~ 3207 217067
Lab.Gruppen Power Amplifier Type 2716 2165674
B&K OmniPower Sound Source Type 4296 2161783
'-'
5.0
Test F03-300 Impact Insubtion Test
,.
5.1
Description of Test Specimen
, .
The test specimen consisted oftbe l100rfceiling assembly bet\veen r.'ie living rOom in Unit 308
~d the living room in Unit 208. The area of the test ~ pedrnen was approximately 49.1 m2 (530
ft).
The floor surface was observed to be a hardwood floer. 'r.J:o perimeter isolation was observed.
The ceiling surface in the unrt below was observed to be gypsum board and was observed to
have :5 light and sprinkler penetrations. The floor cei\ Lng, assembly shown on the drawings and
provided to VA show 'the floor ceiling assembly <\S fo lows from the top dov.-n: hardwood floor,
DR QT4005, 1 inch gyp5um concr~i:e with reinfor=err-erl":, Quiet Qur1 55/025,12 inch T11, 3-1f2
inch batt insulation, RC channel, 2 layers 5/8 type 'X' ~ypsum board,
-.,
:;)....
Description of Test Environment
Tappingv.-as conducted in the living room of Unit 30:: \..J1ile sound pressure levels were
measured in the living room ofUnlt 208_ These unitS an; Stacked with identical floor plans. At
the rime of the m~ement,. the: remper-al'ure was 81 ief~rees F and the relative humidity W:l.S
50%.
Living Room Unit 208 _ The Jiving room is op~n im) the kitchen. ll1c volume of the living
room VIas approximately 120 m3 (4240 -if). The roon l had an exposed gypsum concrete floor.
The walls were gypsum board and glass \vith 1 entrY i!OC'rs. No furnishings were present at the
time of the test.
5.3 Exceptions to the ASTh! Standard Test l\1ethod
53.1 The receiving room was too absorpi:ive i:; in l:!le :,00 Hz third OCTave band.
5.3.2 Section 13.1.2 of the ASTM E 1007-97 Stan,lar:! states that a sketch shewing the
relationship of the recci....ing room to the sour:e room should be included in the report
A sketch is n01: included in this report.
~.:p,= , r...~: Of.' :1 s-:;rio...:?:l in {:: e""i r~:t e,<ca;;>: I.-::~ '.M ::E('I a:JUlcri :~,;~" ~r.~':l t.:eS :l!~~ ~le.:::'c'~COc;~: t <: Lab~'~:or:,
~
:>
OCT-29-2003 12:20PM FROM-Wensmann Homes
6519053678
T-769 P 005/006 F-032
6.0 Test : ~03-3011mpac:t lnsul:ation Test
6.1 Description of Test Specimen
The test specimen consisted of the floor/ceiling assem1:.Iy beN-'een the laundry room in Unit 308
and the second bathroom in Unit 208. The area of me :.e:S': specimen was approximately 5.1 m2
(55 f(2).
The floor surface was observed to b~ a vinyl tile. NO f erimeter isolation was observed. The
ceiling surface in the unit below was observed to be ~ pS1.un board with no penetrations. TI1€:
floor ceiling assembly shov.rn on the dra\\oi.ngs cmd pro"id,:d to V A show the floor ceiling
assembly as follows from the top do\VJ'l: .....inyl 'tile floc: <. J inch gypsum concrete with
reinforcement, Quiet QurI 55/025,12 inch TJI, 3-1/2 tllcb bart insula.tion, RC channel, 2 layers
5/& type 'X. gypsum board.
6.2
Description ofl'est En....ironment
i'
I
Tapping was conducted in the living room cfUnit 30~ while sound prossure levels \vere
measured in the living room of Unit 208. These room:, w~-re staCked. At the time of the
measurement, the temperature was 8 J degrees f and tl e relati....e humidity was 50%.
Second Bathroom Unit 208 _ The second bathroom "id n.ot have a door hung at the time of the
test. The volume of the second bathroom was approx.i nately 13.9 m3 (490 ft\ The room had
an exposed gypsum concrete floor. The walls and ceil ing were gypsum board. No furnishings
'Wen:: present at the time of the test. No counter, sink (r other bathroom fixtures (except the
bammb) were present at the time of the test.
6.3 Exceptions to the ASTM Stanci:ard Test Method
6.3.1 The receiving room '\-vas not sufficiently large to produce diffuse sound fields in m<:::
100, 125, and 160 Hzfre.qucncy bands. A mhimum volume of25 m3 (880~) is
required to produce a diffuse sound field at 1 (' 01-1z.
63..2 Section 13.1.2 of the AS1l'v1 E 1 007-9i stal1card states that a sketch showing the
relationship of the receiving room to the sour,:e f.:)om should be included in the report.
A sketch is not included in tilis re.port.
1.0 Test F03-302 Impact Insulation Test
7.1 Description ofiest Specimen
The test specimer: con~i$ted ofthr.: rl00r/cciling ~>seITbly between the master bathroom in Unit
308 and the master bathroom in Unit 20'S. The area 0:' the test specimen ,va$. approxtrnatdy 3.4
rn2 (37 ft).
The floor surface was observE:d to be a ceramic tile. 1'10 perimeter isolation was observed. The
ceiling surface in the unit below was observed to be g 'P$um board \vith no penetrations. The
floor ceiling assembly shown on the drawings and pre: \'ided to V A sho\): the floor ceiling
assembly as follows from the:: top dov.n: ceramic tile 10<:,r. Dodge: Rcgupol QT4005, 1 inch
gypsum concrete with reinforcement, Quiet Qur! 55/(,25, 12 inch TJI, 3-1/2 inch batt insulation,
RC channe~. 2 layers 5f8 type 'X' gypsum board,
~~I: lIlUS~ ~ ~1>~..I'\;j,;~c:e 1n \:s en~ir~t! e":'=;!::l: '.~:i'I ..l';:~e~ ,,:Jt.n.:.~:l,,~i~( f~:r.J ',I~S~i!rr, ::l'l~~r~';,cO\JSt,: L::>>ra't)l"t
4
OCT-29-2003 12:20PM
END
FROM-Wensmann Homes
6519053678
T-769 P 006/006 F-032
7.2 Description or Test Environment
Tapping was conducted in the tTl2.S1:er bathroom ofUni1:;m: while sound pressure levels were
measured in the living room of Unit 208. These units ar~ S':'3.cked with identical floor plans. At
the time of the measurement, me temperature was 81 de, p:ces F and the relative humidity was
50%.
Master Bathroom Unit 208 - The master bathroom die not have a door hung at the time of the
test. The volume of the second bathroom was approxirr.3.tely 14.2 m~ (SOD ff). The room had
an exposed gypsum concrete floor. The v..-alls and ceili1"ig .:..ere gypsum board. No furnishings
were present at the time of the rest. No COllnt~r, sink or )ther bathroom fix.tures (except the
bathtub) were present at the time of the te:;t.
7.3 Exceptions to tbe ASTM Standard Test Method
7.3.1 The receiving room was not sufficiently large'lc produce diffuse sound fields in the
100. 125, and 160 Hz frequency bands. A rninilnu;~n 'Volume of25 m3 (S80 f() is
required to produce a diffuse sound field at 160 Hz.
73.2 Section 13.1.2 of the ASTM E 1007-97 standar d states that a sketch showing the
relationship oftne recei"..ing room to the source room should be included in !he report.
A sketch is not included in this report.
G:\3470059\wul ~l Ot'l.
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5
CONTRACTOR" MATERIAL. TEaT CERTIFICATE FOR ~~~~'~C)~ND PIPING
PROClDUlI1
"'*'. ....al"'., work. III........, ......... ..... III mid. by the .....rllt... ,..,........"" .1Ill wit....... by iii _,,'. ""...."...IvI. . All
.......... b...r.......IIId~,~!t~!'!I'- bIt_ lOll.,....,.. ~f1""'y ~_ 1111 Iota. ,.. . '
A ."'fI.1tte..... '" fIlIId au. .Iftd.... by beth ,."....,...IvII. CosJI" IhItII '" IIrIPINd. ,.~. . 1II"'..orI......_.". .1Ild. . .""... .'''.c'.or.
I. II U1...... .... ....." ...._"""'.. ......tu.. III IlO MY .......... IftY ctllm IIIIftIt eIrllrlCtOr f. flllltY """"II,~, wor.k'!'.ftlhlp.
erflllu""IOlIlIIIy,W1"~lIUtheJ'tV"I'IlIU''''"''.r'''''ord'-'.. ,.... ". .. .... .', ... ,,'; ," '.'"-Hey"!,."'"'':''''',. '
==El."J?R-kE~I~ ~,,' 'co. ....' "'~lj~t~lIfl3
1"'G,f ~",Av 56, p....(~~L~~e MfIJ", '.. . .
ACCUTIO 'V 110""0 INO A'ITHO"'TVC'S' NAMI.
/I N- l...:;) b t "-...t f\~J It ...lJ
11000"1"
PLANS
INSTRUCTlONI
LOCATION
Oil IVlTaM
IPIIINICLlRI
PIPI AND
"TTlNOI
ALARM
VALV,
OR IILOW
INDICATOR
INITAL.&.ATION CON'ONMI TO ACCI"IO IlLANI
lQUININT UIIO II A....OVIO
II' NO, 1)cPL.AIN OiVIATIONI
HAl ~I"ION IN CHA"GI 01' 1'1"1 IQUI~MIlNT .IIlN INITRUCTllO AI TO L.OCATION
01' CONTROL. VA&.VU AND CARl AND MAINTINANCI 01' THII NIlW IlQUINIINT
II' NO, I)CPL.AIN
ONO
HAVI CO~lfI 01' A""O~"'ATI INITRUCTIONI ANO CARll AND MAINTINANCI CHARTI
rr80~'~~n.'IIlN L.IlI'T ON ~"IMIIII
NO
,
IUIlI'L.IU 'L.OCII.
P.}r b'
"'... CONI'O..MI TO
I'ITTINOI CONI'O"M TO
II' NO, 1)cPL.AIN
ITANOARO
ITANOA"O
ONO
ONO
TVi'll
MODI&.
TIM' TO TR" . WAT.R
THRU TilT PI,. 'R..IUR'
MIN IIlC 1"11
AI"
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1"1'
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WlIft
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II' NO,IJCPL.A'N
· IAIU".D'IIOM TIM. INlPICTOR" TIlT "'I II OfIINID.
IIA .... 'RIHflD IN UIA
Ceadnctw" Material II Teat Certificate I. A~ Pi';..
C~Rt
13-10
SPRINKLER SYSTEMS
o PNEUMATIC
VES ..~"'."'.~'r':,
MAKE
.,..,.:"""r.>"~/ ,lA~ 'i<~"~";:r'-'^~ .'k;;~<Vj~-..;-;": ~!'
HYDROSTATIC: Hyd.o".tlc t.Sll ....n b. med. .t not 1_ then 200 psi 113.8 b...llor t_ hou" o. 150 PtlJ3." bersllbo.. st.tlc
1'........ Iii"._ 0' 110 psi &10.2 b...I'or t_ hou... DIff...nt.1I dry.p"" VI'" dlPPl" "'"' be Ie't open u.l", tnt to ..-t dllNlll.
TIlT r~~=~~~:W:.=a~:~;:~~~~~~t:UU:'I:rV;~?~1.' ~0~G~'~1rit:'t-:J:.?f:.t:y~~~~...
DllCRlnlON 71O'oN l2I31 Umln, '0' IS-lnch 1'.... 1000 GPM 13785 Llmlnl ,0. 8-1nch pI".. 11500 OPM&5878 Llmlnl 'or 10.fnch plpelnd 2000
OPM 17570 Llrnlnl'orl2.fnch pi".. Whfin ."""Iv _not p.DeIuc. .tlpuleted flow .lto.obtlln m,'c1mum _11..".. .... ,. ;.. .
PNI!UMATIC: E....I... 40 pi! 12.7 b...1 II. p....ur.1nd m.nu.. drop which "'"' not .xceed 1." I'll 10.1 b...lln 24 haun. Tot
p,,_, T..1ii It no,mel _t.. ....., .nd .1, p'....... end IMIIU" II, P'..IU.. d.op which "'"I not .xceed 1." PlI 10.1 b..d In 24 hoUri.
ALL PIPING HYDROSTATICALLY TESTED AT 'Z~ PS, FOR --LHRS. II' NO, STATa REASON
DRY PIPING PNEUMATICALLY TESTEO !SINES DNO
EQUIPMENT OPERATES PROPERLY YES DNO
DRAW READING O#'.QAO& 1.DCATt!D Y TEST PIPE, RI!SlDUAL ~RE WITH VALVE IN TEST PIPE OPEN WIDE
TISTS nST STATIC PRESSURE: PSI . '.. .:...t;.S..t. . PSI
Under'found mlln. Ind IIId In connection. to .y.tlm rl..n f1u.heel befoll connlCtlon midi to .prlnk'" plplnt.
VERI..,ED .'11' COpy 0.. THE U "ORM NO. IS8 J'J YES D NO OTHER' EXPLAIN
I'LUSHED 8'11' INSTALLER 01' UNDER.
GROUND SPRINKLER PIPING YES DNO
a.ANIC 'nITINlJ ...u US D LOCATIONS
GASKITS NONe.
waLDaD plplN NO
WELDING
IF YES.. .
DO YOU CERTIFY AS THE SPRINKLER CO"'TRACTOR THAT WELDING PROCEDURES COMPLY
WITH THE REQUIREME...TS 01' AT LEAST AWS Dl0.., LEVEL AR.3
.
DO YOU CERTtl'Y THAT THE WELDING WAS PERI'ORMEDIIY WE.LDERS QUALIFIED IN
COM....,ANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.', LEVEL AR.3
DO YOU CERTtFV THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A
DOCUMaNTED QUALITY CONTROL PROc;t;DI..IRt; 'rOiNSVRE THAT."ALL" Dises ARE
RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG ~N,D OT.HER
WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF
PIPlNO ARE NOT PENETRATED
NAMEPLATE pROVIOED
~y"
~ES
DNO
DNO
YES
DNO
HYDRAULIC
DATA '
NAMI't.ATI
RIMARKS .
SIGNATURES
IIA BACK
Conlnu:tor'. Malerial A Telt Certifieate For Ahovelround Pipinl
CONTRACTOR" MATERIAL. ~EST CERTIFICATE FOR ABo,~~GROUND PIPING
'lICIClauR.I' . '. . ", ....... ..' ,.... .'. .....,
UIIen .....,..iR of _Il. ~ IIId ltd. .... IItIMlle by .... nntraiat..... ..........1.". ItId wltnHMCI by en _.,'. ,.",...",."".. All
................"........ eyttem'.nlft..........,. IOftt......... ~ 'klII'" "_"'.JoIt.' .
A .rtlfI.IItt """ lit ..... OUt ..... ........ by IIoth ,."...IttRIvet. Copl..' thIIl lit ,,"....tt ''''IIIIHOVI7. IUtho'I'.... -....- 1OIl,,.e'o,,
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1(;,'1(,,7 ;H.i,~' f\v 'S:G (f(l~;U~. t1N
ACC...,..D .v A....RDV'NG AUTHDR~I'" NAMU
Pr,'or L~~~ re. f1~Jl~ 1I
ADDRII..
,LANI '.(','.,.' "l-' ........,. L.... . .
INSTAl.LATIDN CONPDRM' TO ACCllJOTIID ftLAHI I~I' DNa
.QUI....NT us.o II A...."DV.D VI' DNa
IP NO, .XPLAIN O.VIATIDNI
-
HAl ~IIRION IN CHARall 01' I"RII .QUI~MIINT .lIl1N INITRUCTIID AI TO LOCATION ~VII DNa
01' CI.'llc~ VALVU AND CARli AND MAINTIINANCII 01' THII NIIW llQUIPMIINT
II' N , IN .
I
INSTRUCTION'
HAV' ~~~IIIJ OP .r."Ri~'I~'~NITR~CTIONI AND CARll AND MAINTIINANCII CHARTI ClQ VI' 0 NO
rIID N ~A.'N I. P 0 IIMII I
I NO, ax IN " .
!
.
LOCATION IU"'l.IU 'LOCII. P-fR-c.. . .. ..
Ofl .VITIM '..
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. .. '. '"
,,~. CONPO"M' TO ~ff~ \3 STANDARD ~~II DNa
PI'I AND PlTTINGI CONPORM TO rvr:(A \~ ITANDARD manl DNa
PlTTINGI IF NO, aXl"L.AlN
~. ',.
ALA"M DIVICI MAXIMUM T1MIlO MIRA n 1HAOUCIH Tl!IT '''I
ALARM TV'" MAK& MODIIL MIN. 11Ic.
VALV.
0.. flLOW t're,HII'fr ~,~ t:;,PhUI>-
INOICATOR r
nav ~ ,
MAtc.1. I .....&. Nn ......Ir. ill""'..
l<e.1i/ hI." ll/oB7(. D Re\\Ctb\~ .. ,t ~r ... -MJ1'Z ~
TIM I TO T"" WATE" AI" TA" 'OINT T, loti VVA TlR i:,l1~$
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IF NO, .XPLAIN ,
'MIAIU".D 'ROM TIMI INIPICT.,.., TIlT 'IPI .. MINID.
IIA ..... ""INTaD IN utA
c.enct..... Maceftal . Teet Certificate lor A......... 'Ipl_.
Covall.
j
LOO]
By _________
rJ
_ _ Fire Protection by Computer Design
:=~~-GUA~J S?~INKLE~
2:S3 W~:T~ B~A~ AV~NUE ~c~~~
S~=:E C ST. PAu~ MN 55:09
63:-743-9.:199
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:A~~:?a~T P:AZA CONDOMINIUMS
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Page 3
Date 010303
LA~E?~0NT PLAZA CONDOMINIUMS
Fitti.:lq Legend
Abbrev.
Name
A
B
C
D
E
f
G
H
I
J
K
L
Generic Alarm Va
Generic Butterfly Valve
Roll Groove Coupling
Dry Pipe Valve
90' Standard Elbow
45' Elbow
Gate Valve
45' Grvd-Vic Elbow
90' Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check Valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45' Elbow
Flow Control Valve
PVC Coupling/Run Tee
Swing Check Valve
90' Flow thru Tee
45' Firelock Elbow
90' Firelock Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
M
N
o
P
Q
R
S
T
U
V
W
X
Y
Z
COmp)1:=''2~ =':::>:;~aIT',s by H?d~atec =:..____.
Route
Windha::'L N.~. --c:'.~3Cg7
, , , - ~~ ,~';:~:p,l:-'. '::' N,:lme Fa<]e 'j
c.:\l-':E l:'[~(=,,,r." ?Si'\ZA CONDOi'lI N I UMS Date 010303
[J;u,ij L:S t:,c:ci Fittings Table
1/:: 3/4 , 1 1/4 1 1/2 ~ ~ 1/2 3 3 1/2
~ L. L.
A 7.7 21.5 17.0
B 7 10
C 1 1 1 1 1
0 9,5 17 28
E ~ ~ 3 4 5 6 7 8 10
-
F 1 1 2 2 3 3 3 4
G 1 1 1 1 ~
L.
H 1.5 2 2 3 3 3.5 3.5
~ 3 4 3.5 6 5.0 8 7
L.
J 4.5 6 8 8.5 10.8 13 17 16
K 14 14
L 2 2 2 3 4 5 5 6
M , :2 3 3 4 5 6 6 8
N -, 7 7 8 9 11 12 13
0 3 3 5 6 8 10 12 15
? 1 1 1 2 2 2 3 4
Q 18 29 35
R 1 1 1 1 1 1 2 2
S 4 5 5 7 9 11 14 16 19 22
T 3 4 5 6 8 10 12 15 17 20
U 1.8 ~ ~ 2.6 3.4
L..L.
'I 3.5 4.3 5 6.8
w 10.3
:-: 8,5 10.8 13 ,-
_0
"{ ::,0 4,0 5,0 6.0 8.0 10,5 12.5 1:0.:0 22
Z ~ 2 3 4 5 6 7 8 10
6 8 10 12 14 16 18 20 24
;., 17 27 29
B 9 10 12 19 ?"
-~
C 1 1 1 1 1 1 1 1 1
D 47
E 12 14 18 22 27 35 40 45 50 61
F 5 7 9 11 13 17 19 21 24 28
G ~ 3 4 5 6 7 8 10 11 13
L.
H 4.5 5 6.5 8.5 10 18 20 23 25 30
I 8,5 10 13 17 20 23 25 33 36 40
J 21 25 33 41 50 65 78 88 98 120
K 36 55 45
L 8 9 13 16 18 24 27 30 34 40
~1 10 12 16 19 22
N
0
p
Q 33
R
s 27 32 45 55 65 76 87 98 109 130
T 25 30 35 50 60 71 81 91 101 1~1
L.L
U 4,2 5,0 5.0
'1 8.5 10 13
'II 13,1 31.8 35,8 27.4
" 2: 25 33
'{
z 1:: 14 18 22 27 35 40 45 50 61
~()mpl~t~~ ?~~~grams by ~jd=a~ec I~c.
Route
Windha::\ :1.;-:.
"l."'\~'i
vi __ ,...) -' '
: ' ,.' ,,-..:" C3:-l"" Name ?3ge ::J
.,",.,..
:,,\,.;,,: "'I:.z,~:JT ? LAZ,L\ CONCOMIN:::Ut--IS Ja~e 0103'03
Node Elevation K-Fact pt Pn Flow Density Area Press
No. Actual Actual Added Req. Req.
50 8 10,76 r.a
n 8 22.21 na
-18 6 19,59 na
-19 8 22.21 na
47 8 31.41 na
46 8 31.53 na
24 8 10.73 na
50 8 10,76 na
44 8 10,77 na
45 8 11.7 na
41 8 16.62 na
48 8 19.59 na
42 8 22.21 na
43 8 23.86 na
35 8 31. 31 na
40 8 31. 31 na
36 8 10,44 na
37 0.6 5.6 12.84 na 20,06 .1500 126,00 ll,390
38 0.6 5.6 12.83 na 20.06 .1500 126.00 11. 390
39 0.6 5.6 13 na 20.19 .1500 126.00 11,390
31 8 31,32 na
35 8 31.31 na
3'=: 8 10,56 na
33 J.6 5,6 13.73 na 20.75 .1500 1.2 6. DC: 11.390
34 0,6 5.6 13.86 na 20,85 ,1500 126,00 11,390
:'7 8 31,97 na
, ^ 8 31,53 na
~o
4; 8 31,41 na
28 8 31.33 na
29 8 31.33 na
30 8 31. 33 na
31 8 31. 32 na
10 0,6 5,6 11.6 na 19.07 .1500 126.00 11. 390
0' 8 10.39 na
-".)
36 8 10,44 e1a
32 8 10.56 na
24 8 10.73 na
25 8 13.83 na
41 8 16.62 na
26 8 25.01 na
" 8 32.78 na
~<'.
17 8 31. 63 na
27 8 31. 97 na
8 32,78 na
10 0,6 5.6 11.6 na 19,07 ,1500 126.CO 11,390
11 0.6 5.6 11. 39 na 18.9 .1500 126.0C 11.390
0.6 5,6 11.39 na 18.9 .1500 126,00 11.390
13 0.6 5.6 11.6 na 19.07 .1500 :26.00 11,390
1-1 8 30,73 na
15 8 30.76 na
16 8 31.29 na
17 8 31.63 na
18 8 33,44 na
19 8 34.08 na
20 8 36,07 na
, , 8 36,84 na
~~
TEST 0,1 43.01 na
The ffid:': l:Ttl.lffi 'Ie loci ty is 11.35 and it occurs in the pipe between nodes 25 and 41
~cm~l~t~~ ~'r,~g~3ms by Ejd~~~~:= -
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~".,\:~E~ 5'R(JNT PLt-\Z.; CONDOMINIUMS Date C103iJ3
i-i',,'\i. Ca Dia. Fitting Pipe Pt Pt
Rtc:' . "e" or Ftng's Pe Pv ******* Notes ******
POi.;lC Qc Pf/UL Eqv. Ln. Total Pf Pn
50 16.13 1.536 3T 10.108 37.750 10.764
to 120 30.324
45 16.23 0.0138 68.074 0.940 Vel = 2.810
16.23 11.704 K Factor = 4.74
49 0.17 1.536 2T 10.108 4.620 22.211
to 120 20.216
42 0.17 24.836 Vel = 0.029
0.17 22.211 K Factor = 0.04
48 18.64 1.536 IE 5.054 121.700 19.589
to 120 2T 10.108 25.270
49 18.64 0.0178 146.970 2.621 Vel 3.227
49 -0.16 1. 536 6E 5.054 53.500 22.211
to 120 IT 10.108 40.432
43 18.48 0.0176 93.932 1.649 Vel = 3.200
18.48 23.860 K Factor = 3.78
47 -4.18 1.536 3T 10.108 36.330 31.406
co 120 30.324
29 -4.18 -0.0011 66.654 -0.075 '1.,1 = -0.724
~-'-
-4.18 31.331 K Factor -0.75
46 -7.23 1.536 3T 10.108 36.290 31.535
to 120 30.324
30 -7.23 -0.0031 66.614 -0.206 Vel = -1. 252
-7.23 31.329 K Factor = -1. 29
24 31.79 2.703 12.080 10.727
to 120
50 31.79 0.0031 12.080 0.037 Vel 1.777
50 -16.23 2.703 9.910 10.764
to 120
44 15.56 0.0008 9.910 0.008 Vel 0.870
44 1.536 IE 5.054 47.660 10.772'
to 120 2T 10.108 25.270
45 15.56 0.0128 72.930 0.931 Vel 2.694
45 16.23 1.536 4E 5.054 14.080 11. 703
to 120 IT 10.108 30.324
25 31.79 0.0479 44.404 2.126 Vel 5.504
31.79 13.829 K Factor 8.55
H 38.05 1.536 4E 5.054 14.080 16.623
':0 120 1 'T' 10.108 30.324
-'- "
'-l S 38,05 0.0668 44.404 2.965 Vel 6.538
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,-' ...
[{\';j. Qd Dia. Fi tting Pipe Pt Pt
Ref. "e" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf!UL Eqv. Ln. Total Pf Pn
48 -18.64 1.536 IT 10.108 126.330 19.589
t(, 120 10.108
c1::' 10.41 0.0192 136.08 2.622 Vel 3.361
42 0.17 1.536 5E 5.054 49.000 22.211
to 120 IT 10.108 35.378
43 19.58 0.0195 84.378 1.648 Vel 3.390
43 18.47 1.536 1T 10.108 7.200 23.859
to 120 10.108
26 38.05 0.0668 17.308 1.156 Vel = 6.588
38.05 25.015 K Factor = .., r,
i .0.1
35 -7.04 2.703 11.000 31.309
to 120
40 -7.04 -0.0002 11.000 -0.002 Vel -0.394
40 1.536 3T 10.108 166.620 31.307
to 120 30.324
14 -7 .04 -0.0029 196.944 -0.580 Vel = -1.219
-'.04 30.727 K Factor = -1.27
36 -23.25 1.536 2T 10.108 9.700 10.435
to 1 '>1> 20.216 3.205
...LU
37 -23.25 -0.0268 29.916 -0.803 Vel = -4.026
37 20.06 1.536 11.330 12.837 K Fa::::tor = 5.6
to 120
38 -3.19 -0.0007 11.330 -0.008 Vel = -0.552
38 20.06 1.536 11.330 12.829 K Factor = 5.6
to 120
39 16.87 0.0148 11.330 0.168 Vel = 2.921
39 20.19 1.536 8E 5.054 279.200 12.997 K Factor = 5.6
to 120 IT 10.108 50.540 -3.205
15 37.06 0.0636 329.740 20.969 Vel = 6.417
37.06 30.761 K Factor = 6.68
31 -13.89 2.703 12.500 31.318
to 120
35 -13.89 -0.0006 12.500 -0.008 Vel -0.777
35 7.05 1.536 3T 10.108 166.620 31.309
to 120 30.324
1 " -6.84 -0.0028 196.944 -0.550 Vel = -1.184
~.)
-6.84 30.759 K Factor ., ,...., ~
-..:.... L....;
32 -4.29 1. 536 2T 10.108 12.000 10.564
t 120 20.216 3.205
-:<") -4.~9 -0.0012 32.216 -0.038 '/e1 = -0.743
~
j .:' )(] 7" 1.536 9.00G 13.731 K t3.:::tor = 5.0
"- ',-" . . --.J
120
,3,:1 16.46 0.0142 9.COO 0.128 ~v~ e-=- = 2.85D
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Lt\0:S r?,C~NT E~L~\~~;'. CONDOMINIUMS Date ~J303
H Qa Dia. Fitting Pipe Pt Pt
Ref. "e" or Ftng's Pe Pv ****lr** Notes ***'lr**
Point Qt P f!UL Eqv. Ln. Total Pf Pn
34 20.85 1.536 8E 5.054 269.950 13.858 K Factor = 5.6
to 120 1T 10.108 50.540 -3.205
16 37.31 0.0644 320.490 20.636 Vel = 6.460
37.31 31.289 K Factor = 6.67
27 -15.27 1.536 2T 10.108 15.290 31.973
to 120 20.216
46 -15.27 -0.0123 35.506 -0.438 Vel -2.644
46 7.22 1.536 4E 5.054 13.750 31.535
to 120 20.216
4' -8.05 -0.0038 33.966 -0.128 Vel -1.394
47 4.19 1.536 3T 10.108 46.250 31. 406
to 120 30.324
28 -3.86 -0.0010 76.574 -0.074 Vel -0.668
28 2.703 9.910 31.332
to 120
29 -3.86 -0.0001 9.910 -0.001 Vel -0.216
29 -4.19 2.703 11.750 3::'.332
t::J 120
30 -8.05 -0.0003 11.750 -0.003 Vel -0.450
30 -7.22 2.703 14.000 31.329
to 120
31 -15.27 -0.0008 14.000 -0.011 Vel -0.854
31 13.88 1.536 3T 10.108 166.660 31.318
to 120 30.324
1 ~ -1.39 -0.0001 196.984 -0.029 Vel = -0.241
LO
-1.39 31.289 K Factor -0.25
10 38.02 1.536 2T 10.108 9.700 11.599 K Factor 5.6
to 120 20.216 -3.205
23 38.02 0.0667 29.916 1.995 Vel = 6.583
23 2.703 11.000 10.388
to 120
36 38.02 0.0043 11.000 0.047 Vel 2.126
36 23.25 2.703 12.500 10.435
to 120
32 61.27 0.0102 12.500 0.128 Vel 3.426
32 4.29 2.703 14.000 10.564
to 120
24 65.56 0.0116 14.000 0.163 Vel 3.666
24 -31.79 1.536 2T 10.108 37.750 10.727
to 120 20.216
25 JJ.77 0.0535 57.966 3.104 Vel 5.847
....'::' ""1" fa 1.536 15.290 13.830
J 1- . , ~
to 120
, " 65.56 0.1827 15.290 2.793 ~Je 1 11.35::'
"1 -"-
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Rcc:::e "11
'tlir:dha;r. N.H. J2..... 03087
':',-:,:::.' \\:~~r\) ~1 '/ Name Page 9
L(\f<~~ FRO:"!';.' PLi-'\Z.1'\ CONDO~l:::N:::UtvIS Date CIJJ ,
Hy:!. Qa Dia. Fitting Pipe pt Pt
Ref. "C" or Ftng's Pe Pv *'JIC"***** Notes ****-<.;-*
Point Qt Pf!UL Eqv. Ln. Total Pf Pn
41 -38.05 1.536 8E 5.054 188.620 16.623
to 120 40.432
') - 27.51 0.0366 229.052 8.393 Vel 4.763
~O
26 38.05 1.536 IT 10.108 26.080 25.015
to 120 10.108
17 65.56 0.1827 36.188 6.611 Vel 11.351
65.56 31.626 K Factor 11.66
':"'L.. 9.25 1.536 2T 10.108 115.080 32.782
to 120 20.216
18 9.25 0.0049 135.296 0.660 Vel = 1.602
9.25 33.442 K Factor = 1. 60
17 6.53 1.536 2T 10.108 115.080 31. 626
to 120 20.216
27 6.53 0.0026 135.296 0.347 Vel 1.131
27 15.28 1.536 4E 5.054 13.750 31.973
to 120 20.216
22 21.81 0.0238 33.966 0.810 Vel 3 -,-r
. ! 'c
22 -9.25 1.536 lE 5.054 126.000 32.782
to 120 2T 10.108 25.270
19 12.56 0.0086 151. 270 1.300 Vel 2.175
12.56 34.082 K Fa::::tor 2.15
10 -18.95 1.536 11.330 11.599 K ractor 5.6
to 120
11 -18.95 -0.0184 11.330 -0.208 Vel = -3.281
11 18.91 1.536 11.330 11.391 K Factor = 5.6
to 120
12 -0.04 11.330 V"" 1 = -0.007
~.L
12 18.89 1.536 11.330 11.391 K Factor = 5.6
to 120
13 18.85 0.0182 11.330 0.206 Vel = 3.264
13 19.07 1.536 8E 5.054 286.040 11.597 K Factor = 5.6
to 120 1T 10.108 50.540 -3.205
14 37.92 0.0663 336.580 22.332 Vel = 6.566
14 -7.04 2.703 11.000 30.727
to 120
15 30.88 0.0029 11.000 0.032 ~;e 1 1.721
15 30.22 2.703 4E 9.325 14.500 30.759
to 120 37.301
16 61.10 0.0102 51.801 0.530 Ve: 3.416
~6 35.92 2.703 14.000 31.289
to 120
17 97.02 0.02c!1 14.000 0.337 "'1el 5.424
1 -, 59.02 2.703 2E 9.325 12.70 31.626
--'. I
t 120 :8.65
18 lSh.:J4 0.058 1.1 1. c:; 1.817 ~/e =- 8.724
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'-:"our C C'r:~pd ~1 j' Name Page 10
~.I'\KE fRONT ?I-,AZA CONDOMINI'JMS Date 010303
Hyd. Qa Dia. fitting Pipe Pt pt
Re t. "e" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf!UL Eqv. Ln. Total Pf Pn
18 9.25 2.703 9.910 33.443
to 120
19 165.29 0.0645 9.910 0.639 Vel 9.242
19 12.56 2.703 2E 9.325 8.330 34.081
to 120 18.651
20 177.85 0.0738 26.981 1.992 Vel 9.944
20 2.703 1E 9.325 1. 000 36.073
to 120 9.325
21 177.85 0.0738 10.325 0.762 Vel 9.944
21 2.703 2E 9.325 18.620 36.835
to 120 18.651 3.421
TEST 177.85 0.0738 37.271 2.751 Vel 9.944
177.85 43.007 K Factor 27 .12
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'{,' .. . :'~;>":1/ Name
~t\~E: ?R\.)l';~ PLAZA
!='age 3
Date 082802
Fittinq Leqend
jI,bbrev.
Name
A
B
C
o
E
F
G
H
I
J
K
L
M
N
o
P
Q
R
S
T
U
V
W
X
Y
Z
Generic Alarm Va
Generic Butterfly Valve
Roll Groove Coupling
Dry Pipe Valve
90' Standard Elbow
45' Elbow
Gate Valve
45' Grvd-Vic Elbow
90' Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check Valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45' Elbow
Flow Control Valve
PVC Coupling/Run Tee
Swing Check Valve
90' Flow thru Tee
45' Firelock Elbow
90' Fire10ck Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
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:'mpaoy Name Page 4
:".-\,";;:: rRCNT PLAZA Date 082802
'J~ladjLJ,.s~ed Fittings Table
1/:': 3/4 1 1/4 1 1/2 2 2 1/2 3 3 1/2
.; 7.7 21.5 17.0
B 7 10 12
C 1 1 1 1 1 1
0 9.5 17 28
E ~ 2 ., 3 4 5 6 7 8 10
- L
F 1 1 1 1 2 2 3 3 3 4
G 1 1 1 1 2
H 1 1.5 2 2 3 3 3.5 3.5
I 2 3 4 3.5 6 5.0 8 7
J 4.5 6 8 8.5 10.8 13 17 16
K 14 14
L 1 2 2 2 3 4 5 5 6
M 2 2 3 3 4 5 6 6 8
N 7 7 7 8 9 11 12 13
0 3 3 5 6 8 10 12 15
p 1 1 1 2 2 2 3 4
Q 18 29 35
R 1 1 1 1 1 1 2 2
S 4 5 5 7 9 11 14 16 19 22
T 3 4 5 6 8 10 12 15 17 20
~ 1.8 2.2 2.6 3.4
'J 3.5 4.3 5 6.8
'II 10.3
:< 8.5 10.8 13 16
y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22
., 2 2 3 4 5 6 7 8 10
~
5 6 8 10 12 14 16 18 20 24
A 17 27 29
B 9 10 12 19 21
C 1 1 1 1 1 1 1 "-
J 47
E 12 14 18 22 27 35 40 45 50 61
F 5 7 9 11 13 17 19 21 24 28
G 2 3 4 5 6 7 8 10 11 13
H 4.5 5 6.5 8.5 10 18 20 23 25 30
I 8.5 10 13 17 20 23 25 33 36 40
J 21 25 33 41 50 65 78 88 98 120
K 36 55 45
L 8 9 13 16 18 24 27 30 34 40
11 10 12 16 19 22
N
0
p
Q 33
R
S 27 32 45 55 65 76 87 98 109 130
T 25 30 35 50 60 71 81 91 101 121
U 4.2 5.0 5.0
'1 8.5 10 13
Ii 13 .1 31.8 35.8 27.4
:\ 21 25 33
y
z 12 14 18 22 27 35 40 45 50 61
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Node Elevation K-Fact pt Pn Flow Density Area Press
No. Actual Actual Added Req. Req.
1 5 L . 3 8 23.7 na 38.95 .1320 288.00 23.700
~ 51.3 8 23.7 na 38.95 .1320 288.00 23.700
-
3 5 L . 3 8 23.72 na 38.96 .1320 288.00 23.700
~ 51. 3 8 23.85 na 39.07 .1320 288.00 23.700
5 51.3 8 23.9 na 39.11 .1320 288.00 23.700
b 51. 3 8 23.97 na 39.17 .1320 288.00 23.700
7 51.3 8 24.08 na 39.26 .1320 288.00 23.700
DPV 21.2 43.29 na
W~'T' 21.2 44.78 na
BOP 21.2 45.45 na
TSST 0 55.1 na
The ma:,imum velocity is 6.01 a~d it occurs in the pipe between nodes 7 and DPV
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\' L (:lJn'~pan]' 0>dme ?age b
~.j;-\KE~ E'E'0NT PLAZA Date 082802
Hyc!. Qa Dia. Fitting Pipe Pt Pt
Ref. "en or Ftng's Pe Pv ******* Notes ***-1.-**
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 38.95 4.31 6.000 23.700 K Factor = 8.0
to 100
2 38.95 0.0007 6.000 0.004 Vel = 0.857
2 38.95 4.31 6.000 23.704 K Factor = 8.0
to 100
3 77.90 0.0023 6.000 0.014 Vel = 1.713
3 38.96 4.31 2E 9.947 6.750 23.718 K Factor = 8.0
to 100 19.902
4 116.86 0.0049 26.652 0.131 Vel = 2.570
4 39.06 4.31 6.000 23.848 K Factor = 8.0
to 100
5 155.92 0.0083 6.000 0.050 Vel = 3.429
5 39.11 4.31 6.000 23.899 K Factor = 8.0
to 100
6 195.03 0.0127 6.000 0.076 Vel = 4.289
6 39.17 4.31 6.000 23.974 K Factor = 8.0
to 100
7 234.20 0.0177 6.000 0.106 Vel = 5.150
7 39.26 4.31 4E 9.947 199.500 24.081 K Factor = 8.0
to 100 IT 19.894 61.696 13.036
DPV 273.46 0.0236 1G 1.989 261.196 6.172 Vel = 6.014
DPV 4.31 IE 13.937 44.000 43.290
to 120 1T 27.874 44.598
WET 273.46 0.0169 IG 2.787 88.598 1. 494 Vel 6.014
'fIET 4.31 1T 27.874 6.000 44.784
to 120 2G 2.787 33.449
BOR 273.46 0.0169 39.449 0.665 Ve: 6.014
BOR 6.02 6E 17 . 957 80.040 45.449
to 140 107.741 9.182
TEST 273.46 0.0025 187.781 0.468 Vel = 3.082
273.46 55.099 K Factor = 36.84
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MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on plumbing: Lakefront Plaza, Prior Lake, Scott County, Minnesota, Plan No. 030841
OWNERSHIP:
SUBMITTER(S): Steen Engineering, 5650 North Lilac Drive, Brooklyn Center, Minnesota 55430
Plans Dated: November 4,2002
Date Received: November 5,2002, October 21,2002, October 15,2002, September 4,2002
Date Reviewed: November 6, 2002
SCOPE: TIus review is limited to the design of this partIcular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota
Department of Health when an installation for a state contract job, licensed facility, or project in an area where
there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the
state plumbing standards representative for your region, or call the metro office inspection hotline at 1-800-926-
6216 (7:30 a.m. to 9 a.m.), or 651/215-0836 (8 a.m. to 9 a.m.) on Monday, Wednesday or Friday.
REQiJlRE]"iEN1\S);
1. Elevator pit drains must discharge to the sanitary sewer through an indirect connection which precludes the
possibility of sewage backup into the pit. The waste pipe from the sump shall discharge to a fixture that is
trapped and vented (see Minnesota Rules, part 4715.1305).
2. The common vented double lavatories must connect at a vertical drain. An individual vent, installed
vertically, may be used as a common vent for similar fixtures when both fixture drains connect with a
vertical drain at the same level (see Minnesota Rules, part 4715.2580, subpart 1). Addendum No.1 shows
these fixtures connecting together prior to the vertical drain and vent.
3. A cleanout must be provided near the connection between the building drain and the building sewer (see
Minnesota Rules, part 4715.1000).
4. It is recommended that a maximum of two fixtures be supplied by a Yz-inch water supply line (see
Minnesota Rules, part 4715.1730, subpart 1 and part 4715.3800).
Lakefront Plaza
Plumbing
Plan No. 030841
Page 3
November 6, 2002
Approved:
(1._ ~
cor~Vrit
Public Health Engineer
Environmental Health Services Section
P.O. Box 64975
St. Paul, Minnesota 55164-0975
651/215-0844
CAF:sas
cc: Project Owner
Steen Engineering
Mr. Robert Hutchins, Plumbing Inspector "'.-----
Plumbing Unit
File
JAN-10-2003 05:20PM FROM-Wensmann Homes
6519053678
T-067 P 001/003 F-646
. (W~~~~NN)
. FAX COVER PAGE
DATE:
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OUR OFFICE AT 651-406-4400. THANK YOU!!!, (, iL)i/'/ . ' ,
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RHS BUILDING
189S PLAZA. DRlVI!
. SUITE 200
EAGAN, MN 55122
651405-4:100 .
FAX 651-905-3678
JAN-10-2003 05:20PM
FROM-Wensmann Homes
6519053678
T-067 P 002/003 F-646
PRODUCT DATA SHEET ~ss,,~~ SepLembe~002:
~2~T':~~2r.;~~~:~~~e~I~~"='~,^,=,~M_~~:s 12 !f!!9l i
('..A.h!17Q. ('AJ.;>IlI3, ~a. C6..1.e248. C6..J_'IIil3, CJlJ.J10<l. CI./<;<<.;l. C6..J.Q01 B, CAJ-5re1. CV-i.002. CN-SCll3. ClJ.So:ll~, CAJS1.s. CI.l-6m, CA.I~l. CAJf4!<i, CAJ5oJJ'.l. C&J. m; ,
m1. 0!J<VJ04. C!JJ,"Ilr1i. C!JJ ..1/101;,. v.\.'I1Irl, 'M.'1100, 11I.'11111. I'I\.'1101l. l'/l.mS, \Y.-1119, WI.'"~. 1'1\.., 101, 'M.'11l7, 1'>1..1121. v.I.,mo. 'M,.l1Hi, V.t.l11ll, \'ll..111Jl, m,. wloRNClCl("e~~1'f ~ o.....rWJIlI>.t
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1'1\.";1211. \\1..7036, \\1.7007. W.-71'1J7. WL-2Ill5. W,..5iOO2. \\1.-5058. WJ.lllhO. 'hJ.10Sl1. WJ.lll1l:'. WJ.2O<O, WJ.lff14, 'l<J-:!IlA4. WJ.;>OO~, V1J.JlP.7. WY.<l:!J. w.!{<ll7. WJ-!,G19, WJ.. . ., IntemlGllral
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fiI\.OO,aM1l1Cil"I120-1S&H'MHlll1Oj11)W.(101SUfMlOO57
1. Product Description
Biostop ™ 500+ is a one component,
general purpose fire rated sealant and
smoke seal for construction joints and
around penetrations through fire rated
walls and floors. BiostopTIVl 500+ is a
water based, extremely intumescent,
non-sag caulking grade sealantthat is
easy to apply as well as to retrofit. It
cures to an elastomeric seal that is
suitable where dynamic movement is
expected. In the event of a fire,
Biostop TIIII 500+ will prevent the spread
offlames, smoke, hot gases and water
through joint openings and through-
penetrations. No dilution or mixing is
required for use. No special skills are
necessary for installation, BiostopTM
SOO+ is appljed with a conventional
caulking gun, bulk loading Qun or can
be troweled from the pail. For large
applications, it can be pumped directly
from the pail. Biostop ™ 500+ is rated
for 1 , 2, 3 and 4 hours and has been
tested in accordance with the ASTM
E814, (UL 1479), UL 2079 and ULC-
5115-95 test standards. BIOSTOpTiVl
500+ is protected in a wet stage as
well as in a dry stage aQainst mold
growth with a combination of biocides.
Use BiostopTM 500+ for various
applications:
Through Wall/Floor Penetrations
Top of the Wall Construction Joints
Deflection Track Wall Systems
Wall to Floor Joints
Floor to Wall Joints
Concrete on Steel Deck to Wall
1,2 I 3 and 4 Hour Gypsum Walls
Concrete and Concrete Block Walls
(CMU)
Up to 2' PVC (open)
Up to 3' PVC/PBS (closed)
Steel, Copper,Cast Iron and EMT Pipe
Fiberglass Insulated Pipe
ABlPVC Insulation Pipe
Telephone/Power Cables
Acoustical sealant
For a complete list of product
applications or for additional technical
information, call RECTORSEAL for
the latest updated information.
BiostopTM 500+ Features
. Water Based
. Excellent Freeze-Thaw
· Flexible Set
. Highly Intumescent
. Paintable
· VOC Compliant
. Safe and Easy to Use
. Minimum 2 Year Shelf Lite
2. Material Properties
Asbestos Fillers None
Solvents None
Hazardous Ingredients None
Application
Caulking
G un or
Trowel
Activation of Intumescence:
Expansion Begins
Expansion Greatest
37S'F
575' to
1100' F
Color
Red
Cure Time
3 to 4 weeks
(at 77' F)
Density '.
10.4+/-0.3
lbs.lgal.
Elastomeric
Yes
Freeze-Thaw
Exc'ellent
Skin Over Time'"
30 min: ..
(at 77' F)
pH Value
6,5 to 7
Volume Coverage:
for 10.3 oz, tube
for 20.2 oz.
for 5 gallon
18 cu. in.
35,3 cu. in,
1155cu.in,
VOC
Negligible
ASTM E84, UL 723 Tunnel Test
Flame Spread
Smoke Index
5
10
3, Applications
Biostop7M 500+ can be used in interior
applications as a general purpose
fire rated sealant and smoke seal for
construction joints on both vertical
and horizontal surfaces. Also, for
applications around penetrations
through fire rated walls and floors,
Biostop ™ 500+ is an excellent fire
rated acoustIcal sealant and can be
used I n areas under constantvibration
or movement. Use Biostop ™ 500+ to
*
2.03
JAN-l0-2003 05:20PM
FROM-Wensmann Homes
6519053678
T-067 P 003/003 F-646
BIOSTOpTM 500+
5prevent the spread of tire and smoke
through joints in fire rated gypsum
wallboard partitions. concrete block
or concrete walls andlor concrete or
corrugated steel deck floor/ceiling
assemblies.
4. Installation Data
Install Biostop ™ 500+ using standard
caulking techniques or trowel from
pails, BiostopTM 500+ may also be
pumped from the pails. When
damming materials are needed, use
only materials approved for the
specific application.
TYPICAL TOP OF WALL
INSTALLATION
Step 1)
Tightly pack the flute openings and
relief gap with fiberglass insulation.
Recess insulation a minimum 1/4"
from the wall surface.
Step 2)
Gun, trowel or pump the sealant as
required to a minimum 1/4" depth.
Properly tool sealant surface flush
with the wall.
>t
5. Testing Data
BiostopTM 500+ has been tested in
accordance with UL 2079 and listed
atWarnockHersey International, Inc
For specific test criteria, refer to the
UL's Fire Resistance Directory or
Warnock Hersey International Listing
irectory or call RECTORSEAl .
Biostop ™ 500+ was tested at positive
pressure with a minimum 0.01 inches
(2.5 Pal water and in accordance
with ASTM E814, (UL 1479) UL
2079 and CAN4.S115-M85.
10. LIMITED WARRANTY
6. Storage & Handling
Biostop ™ 500+ should be stored
between 35' and 120"F. to obtain a
minimum 2 year shelf life. NOTE: Do
not dilute, no mixing is required. Best
if protected from freezing. If freezing
occurs, thaw completely before using.
Keep products stored under protective
cover in original containers.
7. Availability
BiostoplM 500+ is available in 10.3
oz. & 30 oz. caulking tubes, 20,2 oz.
sausage packs and in 5 gallon pails.
8. Limitations
Bioslop'" 500+ is nol designed 10 be used In
areas under continuous immersion or in areas
which would be continuously wet BIOSIOp.....
500. should not be used 69ain51 hOI uninsulated
surT~ces above 300' F=.
9. Cautions
FOR CHEMICAL EMERGENCY, SPILL., LEAK,
FIRE, EXPOSURE OR ACCIDENT. CALL
CHEMTREC-DAY ORNIGHT1-800-124-9300.
PRECAUTIONS: Do noltal<e internally. May
bo harmful if svvallowed. May cause eye ~d
skin Irritation if prolonged or repeated contact
occurs. Wash after handllOg. FIRST AID: For
any overexposure, gel immediate mediC41
anention after first aid is given. Eyes- Flush 15
minutes with clean water. Skin-Wash wiln
soap and walor. Inhalation. Remove to frosh
air. Inge!llion-Only It con.sclous. give large
amounts of water and INDUCE VOMITING.
FIRE AND SPilLS: Use water fog, CO~, foam.
or dry chemicals. Wipe up spiJl$ 10 prevenl
foOling hazard. Clean up wilh bCrapers :.nd
water. STORAGE AND HANDLING: Slore
away fromhealsourC€,:>. Keep conlainerdosed.
Do nOI reuse empty container. KEEP OUT OF
REACH OF CHILDREN.
&=or .:)dd~:Qn31 in!orrr..:Jll~n, mlor 1~ M..!lor\~l Sti1eIY OaUl SHoot
For additional technical service,
call: 1-800-231-3345
fax: 1-800-452-2824
RECTORSEAL
2bO\ SPENWICK DRIVE HOUSTON, TSXAS no~s
"'NW.blofuecn/eld.cotYl
TOP OF WALL
UI.Ulllltf.lSVDlIom: ~OOO'5
T..tad.. P.r UL.~'O atll% CCmo,....lonor elCwnalon 'l)r &no Gy~..
;:~'lOrs.:A1 """'or. <J>o !.uIl.",d Ex=. W""ull~ ~,ul w,",n Ule a'V:UCOOI\J: lor """'2< ..6 ","dbntnr n.'!'....,.!."",,,,,, r,,1I0...4 '"' ....".."tourrroQu,:: 10 be Ire. mill 6"I.OIt. nns LIMITED EXl'RE.~~ tli,AoRRA1'oTY
IS E)(Pll.F.s~I.V IN UEU OFA~ryCll'lIER 5:XPRESS OR.lfoolPl,IEO V,iAlIJI.ANTlBS. INClUDINO ...NYlMl't1ED WAJUl..,,~,;TY OF MEROlAN'l~BILn"Y Oll. prrNl1.~~ FORA P,\IlTICUL~R PURPOSE. AND
Of ANY onIER. OBt.tCATIOiIJ ON 'rHE P.A..la Of! RECTCP.!:E.:u-. Thr: fl~lk zqncdy for 'fof'C'~~ or U\e l.Jl!lUeoi l1.t~~r W.unncy r.k.a1l be the td'lJnd rrr l!,c l'ut~hlU:.e pti.:e. AJI OU\er UO....UI'=)' l' ne:~!li~,1 CU14 ai.tdlU."tII'd.
o1l14 ~clOrS.e1ll C'hml "nt be: h.3hlr: Cnr il\~denW ()r e,:.noc:quenadl a.w.J~I':.
SU~tt~Qn4 AI1d.ft:"'rDJDend.1.'3cnrClWtrin~ UIC U~C crQl.lrprodU':ll tIN: bad on .?LlrputCX$lCT"J:no: IIIH1'.f0h..3rwry nndJn2G. Houot':'-'u. a: ~ h~'Vc no conrrcl. v L....l.h~ mcll1i"Kbt Mil ~nd.iL!Qll.ll Qrllf'Fl!~on. ""C only anUMt
te"p4tWbUHY r()t lh~ luuI"msuy o( our vrt'GIJctlf ""Lhrll "ICiftLll'Aculrtng IDh~rMGC/:.
2.03a
',02
From: Administrator 651-905-1533 To: Robert Hutchins
Date: 1/13/2003 Time: 5:05:06 PM
Page 1 of 3
Wensmann
Homes
F or Your Information
RHS BUll dingl I 895 Plaza Drive/Suite 200
Eagan,1v1N 55122
Phone (651) 406-4400 Fax: (651) 905-3678
To: Robert Hutchins
Fax Number: 19524474245
Company: City of Prior Lake
Date: 1/13/03
From: Mike Vallez
Fax Number: 651-905-3678
Company: Wensmann Homes
Pages including cover page: 3
~Ubject : Lakefront Plaza
Comments:
To: Trade Contractors
Attached find a contract document list that is in effect at Lakefront Plaza for your review and
acknowledgement.
Please sign page 2 and return to me in the next two days, or let me know what documents that you do not
have.
Regards,
Mike Vallez
cc: Roger Johnson, JSSH Architects
Bill Blanchard, Blanchard Engineering
Nick Polta, Pioneer Engineering
Mark Brengman, Steen Engineers
Mike Rentz, Wensmann Homes
Robert Hutchins, City of Prior Lake
Larry Pop pier, City of Prior Lake
WinFax PRO Cover Page
From: Administrator 651-905-1533 To: Robert Hutchins
Date: 1/13/2003 Time: 505:06 PM
Page 2 of 3
Lakefront Plaza Project
Contract Documents
As of 1/13/03
Plans and Specifications
Date
CIVIL PLANS BY PIONEER ENGINEERING
Grading, Utility and Parking Lot Construction 1 11/12/02
Storm Sewer, Sanitary, Sewer & Watermain 2 11/25102
Parking Lot Plan 3 12/4/02
Grading & Erosion Control 4 11/12/02
Rear of Building Construction Cross Sections 5 11/12/02
Restoration/Mitigation Plan 6 11/12/02
Prior Lake Details 7 12/6/02
Prior Lake Details 8 12/6/02
LANDSCAPE PLANS
Landscape Plan LS1 11/1/02
ARCHITECTURAL PLANS
Cover Sheet CS 10/14/02
Foundation Plan 1 10/14/02
Garage Plan 2 10/14102
First Floor Plan 3 10/14102
Second & Third floor Plan 4 10/14/02
Enlarged Commercial Area Plan 5 10/14/02
Roof Plan 6 10/14102
Enlarged Unit Plans B-D 7 10/14/02
Enlarged Unit Plans E-H 8 10/14102
Enlarged Core Plans 9 10/14/02
Enlarged Core Plans 10 10/14/02
Exterior Elevations 11 10/14/02
Exterior Elevations 12 10/14/02
Exterior Elevations 13 10/14/02
Wall Details 14 10/14/02
Details 15 10/14/02
Door & Room Finish Schedule 16 10/14/02
Wall Sections 17 10/14/02
Wall Sections 18 10/14102
Wall Sections 19 10/14/02
Wall Sections 20 10/14102
Interior Elevations 21 10/14102
STRUCTURAL DRAWINGS
Sections & Details S1 10/14/02
Sections & Details S2 10/14/02
Sections & Details S3 10/14/02
Sections & Details, Schedules S4 10/14/02
Sections & Details, General Notes S5 10/14/02
Sections & Details, General Notes S6 10/14/02
From: Administrator 651-905-1533 To Robert Hutchins
Date: 1/13/2003 Time: 505:06 PM
Page 3 of 3
MECHANICAL DRAWINGS
Garage Waste Plan M 1.0 10/10/02
Garage Waste Plan M 1.1 10/10/02
Garage Water Plan M 1.2 10/10/02
Garage Water Plan M 1.3 10/10/02
First Level Plumbing Plan M1.4 10/10/02
First Level Plumbing Plan M 1.5 10/10/02
2nd/3rd Level Plumbing Plan M 1.6 10/10/02
2nd/3rd Level Plumbing Plan M1.7 10/10/02
Garage HVAC Plan M 2.0 10/10/02
Garage HVAC Plan M 2.1 10/10/02
First Level HVAC Plan M 2.2 10/10/02
First Level HVAC Plan M 23 10/10/02
2nd/3rd Level HVAC Plan M 2.4 10/10/02
2nd/3rd Level HVAC Plan M 2.5 10/10/02
Details M 3.0 10/10/02
Details M 3.1 10/10/02
WasteNent Risers M 3.2 10/10102
Domestic Water Risers M 3.3 10/10/02
ELECTRICAL DRAWINGS
Site-Electrical Plan E 1.0 10/10102
Garage Level-Electrical Plan E 2.0 10/10/02
Garage Level-Electrical Plan E 2.1 10/10/02
First Level-Electrical Plan E 2.2 10/10102
First Level-Electrical Plan E 2.3 10/10/02
Second Level Electrical Plan E 2.4 10/10/02
2nd/3rd Level Eelctrical Plan E 2.5 10/10/02
Unit Electrical Plan E 3.0 10/10102
Unit Electrical Plan E 3.1 10/10102
Riser Diagram & Schedules E 4.0 10/10/02
Addendums
JSSH Addendum No.1, 24 pages (Includes Steen
Addendum NO.1) 11/6/02
JSSH Addendum No.2, 15 paqes 11/26/02
Steen Engineering Addendum No.2, 7 pages 1215/02
Acknowledgement: We acknowledge review and
receipt of contract document list dated 1-13-03.
Contractor Name
Signed
Date Signed
Ms. Kimberly Moen
Steen Engineering Inc.
5650 North Lilac Drive
Brooklyn Center, MN 55430
(\~~J
\J
IC"
/ ,...1 I .>'
I-!i
(3-)
, \ \ 1) ~".f1 t."'^
.. .
~'b\ 'l...r,~
(;\1;-7
December 4, 2002
RE: Lakefront Plaza
~.
f (/" '^ .1-; .
Following are the results of the plumbing and mechanical plan review for the Lakefront
Plaza project. Our review was based on the Minnesota State Building Code (MSBC)
which adopted with amendments the 1997 Uniform Building Code (UBC) and the 1991
Uniform Mechanical Code (UMC)..
"Submit a mechanical permit application. Wenzel Plumbing ~as applied for a Plumbing
permit.
~ht M-1.0 note: change 7'-0" dimension to 8'-0" high by 12'-0" wide.
..t. Detail 7IM3.0: The lawn irrigation meter is considered a site-owned meter. The lawn
irrigation meter will not be supplied by the city. The city will not provide a separate
water bill for this meter. The meter must also be located after the city supplied
domestic water meter.
@ Provide firestopping documentation for the plumbing membrane penetrations (plastic
waste pipe, laundry box). UBC 703.
" Provide firestopping documentation for the mechanical penetrations (ex~t fan,
exhaust fan d1:lct, dryer ~t, and ch)ref duct. UBC 703.
J Detail 11M3.!: Bathroom exhausts and dryer exhausts must be in a shaft or run
horizontally to the exterior in the floor system. UBC 711.3
~High/ low transfer ducts shall have a flame-spread index of not more than 25 and a
J smoke-developed rating of not more than 50. UMC 1002.
. Elevator lobbies require smoke dampers in duct penetrations. UBC 713.0 #5.
't/JDetail 2/M2.5: Fire damper required at 14/8 duct by south elevator lobby penetrating
one hour rated corridor wall.
1'29> Ensure that M~U-l, EF-4 and CU-A do not infringe on exiting width and height for
storage room eXIts.
All items must be addressed before a plumbing and mechanical permit are issued. Call
952-447-9851 ifthere are any questions.
Sincerely,
Robert D. Hutchins
Building Official
cc. Mr. Bill Berel, Wenzel Mechanical
Mr. Mike Vallez, Wensmann Homes
2
ENGINEERING INC.
5650 North Lilac Drive Brooklyn Center, MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng.com
January 9, 2003
m~@~DW~m
lJlJ JAN 1 5 2003 ~
Mr. Robert Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave. S.E.
Prior Lake, Minnesota 55372-1714
Re: Lakefront Plaza
Prior Lake, MN.
Steen #WHI20 1
By
Dear Robert,
The following responds to the items identified in the City of Prior Lake comments dated
December 4,2002:
Item #
1. Mechanical permit application shall be submitted by the Mechanical Contractor.
2:1 Revised Note #2. Refer to Addendum #3, Drawing M1.0.21 (enclosed).
3. Revised Detail #7. Refer to Addendum #3, Drawing M3.0.21 (enclosed).
4. Contractor will provide firestopping documentation to the city.
5. Contractor will provide firestopping documentation to the city.
6. Revised plan. Refer to Addendum #3, Drawing M2.2.11 (enclosed).
7. All ductwork shall meet code requirements.
8. Revised plan. Refer to Addendum #3, Drawing M2.1.11 (enclosed).
9. Revised plan. Refer to Addendum #3, Drawing M2.5.11 (enclosed).
10. Contractor shall coordinate all equipment locations with architectural.
If you have any questions or comments, please call.
Sincerely,
Steen Engineering, Inc.
~~L ~~
Kimberly Moen 0- ~
Mechanical Designer
cc: Roger Johnson, JSS
Mike Vallez, Wensmann Homes
KM: pah
Designing Sensible Cost Effective Solutions
~
it' !: ,..,. i
ENGINEERING INC.
5650 North Lilac Drive Brooklyn Center, MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng.com
January 9, 2003
ADDENDUM (ADDN) NO. 3
TO PLANS AND SPECIFICATIONS FOR:
LAKEFRONTPLAZA
PRIOR LAKE, MN
STEEN #WHI201
The following additions, deletions, corrections or clarifications are hereby made to the original
plans and specifications, issued October 10, 2002 and become part of these Construction
Documents. Items herein take precedence over items in the plans and specifications, which they
modify or supplement.
The main trade concerned with each Addenda item is primarily responsible, but certain attendant
work of other trades may also be affected. This Contractor is cautioned that while the items
specified below are general, it is assumed that all work required to implement each Addenda
item is included.
SPECIFICATIONS
1. Section 15700, Heating, Ventilating and Air Conditioning: Add Paragraph J. to read
'Fan Coils (Fe)
1. Provide a fan coil hideaway or cabinet units as scheduled. Provide with the
discharge duct collar, return air plenum, 2" filters, variable pitch motor sheaves,
forward curved double width double inlet centrifugal fans statically and
dynamically balanced. Provide condensate drain piping. Coordinate with the
plumbing contractor for drainage provisions.
2. Provide DX evaporator coil with matching condensing unit. Coils sized for 800F
DB! 670F WB EAT.
3. Provide electric element as scheduled. Unit shall have single point power
connection' .
2. Section 15995/1 6900, Mechanical and Electrical Equipment Schedule: Revised and
reissued (modified pages 1 & 3 attached).
a. Modified and renumbered CU-1A1B.
b. Modified CU-3.
Designing Sensible Cost Effective Solutions
ADDN #3
Steen #WHI20 1
01/09/03
Page #2
c. Modified and renumbered Fum-1A.
d. Deleted Fum-l-B.
e. Deleted Furn- 3.
f. Added FC-I.
g. Changed Specific Mechanical Note #4 to read 'Not Used'.
3. Section 16145, Electric Space Heating Equipment: Add Paragraph 1.C.2. to read 'FF-I:
1,000 watt, 120 volt, integral thermostat and disconnect, tamper proof front cover. Berko
#SRA -1012- DS-SRAFC- TP' .
DRA WINGS
M1.0
1. Revised per Drawing M1.0.21 (attached).
a. Revised Note #2.
M2.0
1. Revised per Drawing M2.0.11 (attached).
a. Relocated gas meter.
M2.1
1. Revised per Drawing M2.1.11 (attached).
a. Smoke/fire dampers added at Elevator Lobby.
2. Revised per Drawing M2.1.12 (attached).
a. Relocated gas meter.
3. Revised per Drawing M2.1.13 (attached).
a. Deleted and renumbered condensing units.
M2.2
1. Revised per Drawing M2.2.11 (attached).
a. Note modified to have fire dampers in 2nd floor unit exhaust fans.
M2.3
1. Revised per Drawing M2.3.11 (attached).
a. Lobby and office ventilation plan modified.
M2.5
1. Revised per Drawing M2.5.11 (attached).
a. Lounge ventilation plan modified.
2. Revised per Drawing M2.5.12 (attached).
a. Corridor ventilation system modified.
ADDN #3
Steen #WHI201
01/09/03
Page #3
M3.0
1. Revised per Drawing M3.0.21 (attached).
a. Revised Detail #7.
M3.1
1. Revised per Drawing M3 .1.11 (attached).
a. Revised Detail # 1.
2. Revised per Drawing M3.1.12 (attached).
a. Revised Detail #2.
E2.0
1. Revised per Drawing E2.0.11 (attached).
a. Added FF-2 to storage area.
E2.1
1. Garage: Delete 'CU-IB'. Change 'CU-IA' to read 'CU-I'.
2. Revised per Drawing E2.1.I1 (attached).
a. Added FF-2s to storage area.
3. Revised per Drawing E2.1.12 (attached).
a. Relocated smoke/fire dampers.
E3.1
1. Revised per Drawing E3 .1.11 (attached).
a. Added two smoke/fire dampers.
b. Relocated switches.
E4.0
1. Unit Load Centers: Change to 'MLO' in lieu of'IOOAMCB'.
2. Panel Schedule revised per Drawing E4.0.11 (attached).
a. Revised Panel LP-OI breakers.
b. Revised Panel LP-21 breakers.
c. Revised Panel MP-OI breakers.
END OF ADDENDUM NO.3
UNIT #
MANUF.
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~ MODEL #
Q.
5 DESCRIP.
w
AREA
SERVED
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ESP
TSP
GPM
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CONDUIT
WIRE SIZE
___._ ~ ____ n_______....___. _
BREAKER
~ MECH NOTES
I-
, ELEC NOTES
MECHANICAL AND ELECTRICAL
EQUIPMENT SCHEDULE
C-l
C-AIRE
175T
AIR
COMPo
DRY PIPE
FIRE SPRK
3/4 HP
208-1-60
E
E
I
II
MP-Ol .
CCT #9,11 i
1/2"
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20/2
CP-l
B&G
NBF-22
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5.5
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92 WAITS
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15995/16900 - 1
CU-2
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UNIT UNIT
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--
ADDN #3
1/09/03
MECHANICAL AND ELECTRICAL
EQUIPMENT SCHEDULE
r- l v I VI." '----
UNIT # EF-C FURN-l FURN-IB ) FURN-2 If. FC-l FURN-A MP-A
..~ --/
MANUF. COOK CARRIER DELETED CARRIER f7 FIRST CO CARRIER MAGIC-P AK
I- ,
z GEMINI ~ 58 MXA 58 MXA 117 11 58MXA
W MODEL # GC-160 140-20 140-20 18HX-E-5 140-20 38RWC183
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SERVED LAUNDRY/ CORRIDOR ( GAME RM I LIVING
EXERCISE CORRIDOR I LOUNGE REI' AIL UNITS
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? 6 ) 3
WHI201
15995/16900 - 3
ADDN #3
1/09/03
GENERAL MECHANICAL NOTES
1. PRIOR TO INSTAWNG PLUMBING VENTS THRU ROOF, COORDINATE WITH GENERAL CONTRACTOR
AND ARCHITECT TO MEET APPEARANCE REQUIREMENTS.
3. NO PLASTIC PIPING SHALL PENETRATE FIRE RATED WALL PER CODE. COORDINATE WITH ARCHITECT
AND GENERAL CONTRACTOR FOR LOCATION AND TYPE OF WALL PRIOR TO INSTAWNG PIPE.
4. REFER TO SPECIFICATION SECTION 15400 FOR PLUMBING FIXTURE TYPE.
5. PRIOR TO INSTAWNG WALL HYDRANTS AND ASSOCIATED PIPING, COORDINATE WITH GENERAL
CONTRACTOR AND ARCHITECT FOR THE CLOSEST INTERSECTING WALL LOCATIONS ON PLANS ARE
FOR REFERENCE ONL~
6. OFFSET ALL SANITARY AND WATER PIPING AS NEEDED TO MISS GARAGE BEAMS.
&
7. THE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820.
THIS SHALL INCLUDE THE STORM SEWER LOCATED WITHIN 10 FEET OF THE BURIED WATER SUPPL Y.
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PARTIAL
GARAGE LEVEL WASTE PLAN
1/8" = l' -0"
STEEN NO.
WHI201
ADDENDUM
t3
ENGINEERING INC.
5650 North Lilac Drive
Brooklyn Center. MN 55430
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
DATE: 1/9/03 ~
DRAWN: KEM M1.0.21
SCALE: AS NOTED
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PRIOR LAKE
MINNESOTA
DATE: 1/9/03 ~
DRAWN: KMS M2.0.11
SCALE: AS NOTED
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763-585-6757 fax
Email: sreen@ecenct.colll
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
SlEEN
ENGINEERING INC.
DATE: 1/9/03 ~
DRAWN: KMS M2.1.11
SCALE: AS NOTED
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Brooklyn Center. MN 55430
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763-585-6757 fax
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SlEEN
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
5650 North Lilac D.-ivc
Brooklyn Cenler. MN 55430
ENGINEERING INC.
DATE: 1/9/03 ~
DRAWN: KMS M2.1.12
SCALE: AS NOTED
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/ / \ \ TOTAL DEVELOPED LEN
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SlEEN
763-585-6742
763-585-6757 fax
Email: steen@ecenel.com
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
ADDENDUM
f3
DATE: 1/9/03 ~
DRAWN: KMS M2.1.13
SCALE: AS NOTED
STEEN NO.
WHI201
ENGINEERING INC.
5650 North Lilac Drive
Brooklyn ecnlcr. MN 55430
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PRIOR LAKE
MINNESOTA
DATE: 1/9/03 ~
DRAWN: KMS M2.2.11
SCALE: AS NOTED
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LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
DATE: 1/9/03 ~
DRAWN: KMS M2.3.11
SCALE: AS NOTED
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5650 North Lilac Drive
Brooklyn Center. MN 55430
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ADDENDUM
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763-585-6742
763-585-6757 fax
Email: steen@eceneLcom
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
DATE: 1/9/03 ~
DRAWN: KMS M2.5.11
SCALE: AS NOTED
ENGINEERING INC.
5650 North Lilac Drive
Brooklyn Center. MN 55430
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WHI201
ADDENDUM
t3
SlEEN
763-585-6742
763-585-6757 fax
Entail: steen@ecenel.com
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
DATE: 1/9/03 M
DRAWN: KMS M2.5.12
SCALE: AS NOTED
ENGINEERING INC.
5650 North Lilac Drive
Brooklyn Cenler, MN 55430
flOOR
UNION (TYP)
PROVIDE SPOOL LENGTH, AS
REQUIRED. BY LOCAL WATER
DEPARTMENT
PRESSURE GAUGE WITH
SHUT-OFF VALVE 7
o
- BUILDING SYSTEM
NON- THREADED
DRAIN VALVE
WATER METER SUPPORT, AS
REQUIRED BY LOCAL WATER
DEPARTMENT. MAX. HEIGHT TO
PIPING CENTERUNE: 2'-0"
tiQIE:
VERIFY WITH CITY OFFlOALS NEED FOR METER BY-PASS AND/OR
METER SPOOL CONNECTIONS
DOMESTIC WATER SERVICE
NO SCALE
P4001.DWG
STEEN NO.
WHI201
ADDENDUM
f3
SlEEN
763-585-6742
763-585-6757 fax
Email: steen@eceneLcom
LAKEFRONT PLAZA
PRIOR LAKE
MINNESOTA
DATE: 1/9/03
DRAWN: KEM
SCALE: AS NOTED
r M3.0211
ENGINEERING INC.
5650 North Lilac Drive
Brooklyn Cenler. MN 55430
STEEN NO.
WHI201
SlEEN
ENGINEERING INC.
["" "'''''------
EXHAUST DUCT
RISERS
BUILDING INSULATION
BACKORAFT
DAMPER
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t.l70033.DWG
763-585-6742
763-585-6757 fax
Email: slecn@ecenel.com
DATE: 1/9/03
DRAWN: KMS
SCALE: AS NOTED
5650 North Lilac Drive
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ADDENDUM
IS
DATE: 1/9/03 ~
DRAWN: KMS M3.1.12
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5650 North Lilac Drive
B<ooklyn Center. MN 55430
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SCALE: AS NOTED
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763-585-6742
763-585-6757 fax
Email: steen@ecencl.conl
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LAKEFRONT PLAZA
PRIOR LAKE
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DATE: 1/9/03 ~
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SCALE: AS NOTED
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LAKEFRONT PLAZA
PRIOR LAKE
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DATE: 1/9/03 ~
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LAKEFRONT PLAZA
PRIOR LAKE
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5650 North Lilac D,"ivc
Brooklyn Center. MN 55430
! PANEL SCHEDULE I
.
BREAKERS
PANEL TYPE OF # OF DISC
NO. VOLTAGE MOUNTING AIC MAIN CCTS REQUIRED FEEDER FROM NOTES
i,;ONNECTlOt> 208V PAD 100K 2400 --- 2
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'ti130A.:2B
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1 20A-2P
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1 30A-1P
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1 30A-1P
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1 30A-1P
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3l1l.4W MCB 1 30A-3P FROM UMB-02
1 30A-1P
LP-R5 120/20BV, SURFACE 10K 200 AMP 42 520A-1P 2 C.4#37O
3l1l.4W MCB 1 30A-3P FROM UMB-02
1 30A-1P
LP-R6 120/208V. SURFACE 10K 200 AMP 42 5 20A-1P 2"C.4#3/0
3l1l,4W MCB ~~30A-3P FROM UMB-02
1 30A-1P
PANEL SCHEDULE NOTES
1. MAKE CONNECTION FROM SHUNT TRIP BREAKER TO ELEVATOR EQUIPMENT.
2. PROVIDE BUSS AND LUGS AS REQUIRED FOR FEEDERS SHOWN.
STEEN NO. ADDENDUM
WHI201 f3
SlEEN 763-585-6742 DA TE: 1/9/03 r E4.0.111
763-585-6757 fax LAKEFRONT PLAZA
Email: Slcen@eccnct.com PRIOR LAKE DRAWN: KMS/SMY
5650 North Lilac O,-ive MINNESOTA
ENGINEERING INC. Brooklyn Center, MN 55430 SCALE: AS NOTED
JM.25,2()()3 541PM
JSSH ARCHITECTS, lNC
NO, 822
p,
.llilil.
14525 Hwy. 7, Suite 375
Minnetenka, lv1N 55345
PH: (952) 935~6337
FAX: (952) 935~0878
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ARCH ITECT"S
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ARCHITECrS
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Jfl,N, 17,2003 12:38PM
JSSH ARCHlTECTS, INC
NO. 77 4
p, 1 4
dGGh
JSSH ARCIDTECTS INC.
14525 higbway 7 suite 375
Minnetonka, mn. 55345
Ph: 952.935.6337 W:.: 952..935.0878
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JAN, 17,2003 12:39PM
ARCHrTEGr5
SUPPLEMENTAL INSTRUQIONS
ALl DOCl.h.1I/ENT G.710 - ELECTROtlIC FOJU}fAT
JSSH ARCHITECTS, INC
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AR CHITECT'S
SUPPLEMENTAL INSTRUalONS
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602.5
J SSH ARCH I TECTS.
INC
1. Noncombustlole materials.
2. Fire-retardant-treated wood.
3. Om~-hour fire-resistive construction.
4. Wood p3Dcls or similar light constrUction up to three fourths
the height of the room in which placed; when more than three
fourths the height of the room, such partitions shall not have less
than the upper one fourth of the partition constructed of glass.
601-5.2..2 Hotels and apartments. Interior nonload--bearing
partitions within individual dwelling units in apartment houses
and guest rooms or suites in hotels when such dwelling units, guest
rooms or suites are separated from each other and from conidors
by not less than one-hout fire-resistive construction may be con-
structed of:
1. Noncombusb.'ble materials or fire-retardant-treated wood in
buildings of any type of constroction; or
2. Combustible framing with noncombustible mlUeri.als
applied to the framing in buildings of Type m or V construction.
Openings to such comdors shall be equipped with doors con-
forming to Section 1004.3.4.3.2 regardless of the occupant load
served. .
For use of plastics in partitions, see Section 2603.10.
601.53 Folding, portable or movable partitions. Approved
folding, portable or movable partitions need not have a fire-
resistive rating. provided:
L They do not block required exits or etit-access doors (with-
out pro"iding alternative conforming (,:xits or exit-access doors)
and they do not establish a corridor.
2. Their location is restricted by means of permanent tracks.
guides or other approved methods.
3. Flammability shall be limited to materials having a
flame-sprcad classification as set forth in Table 8-B for rooms or
areas.
601.5.4 Walls fronting on streets or yards. Regardless of
fut>-rcs~tive requirements for exterior walls, certain elements of
the walls fronting on streets or yards having a width of 40 feet
(12 192 mm) may De constructed as follows:
1. Bulkheads below show windows, show-window frames,
aprons and showcases may be of combustible materials, provided
the height of such con..<;truction does not exceed 15 feet (4572 mm)
above grade.
2. Wood veneer of boards not less than I-inch (25 mm) nominal
thickness or exterior-type panels not less than 3;s-inch (9.5 mm)
nominal thickness may be applied to walls, provided the ven.eer
does not exceed 15 feet (4572 mm) above grade, and further pro-
vided such veneer shall be placed either directly against noncom-
bustible surfaces or funed out from such surfaces not to exceed
1 S/s inches (41 mm) with all concealed spaces fire-blocked as pro-
vided in Section 708. Where boards. panels and furring as de-
scribed <1bove comply with Section 207 as fue-retardant-treated
wood suitable for e~erior exposure, the height above grade may
be increased to 35 feet (10 668 mm).
601.5.5 Trim. Trim, picture molds, chair rails, baseboards,
handrails and show-window backing may be of wood. Unpro-
tected wood doors and windows may be used except where open-
ings are required to be fire protected.
Foam plastic trim covering not more than 10 percent of the wall
or ceiling area may be used. provided such trim (1~ has a density of
no less than 20 pounds per cubic foot (320.4 kglm ), (2) has a m.3.":;-
imum thickness of l1z inch (12.7 mm) and a ma..timum width of
1~
NO, 774 p, 4 4
,~~, .....IFORIII. ~.........,,~G CODe
r
4 inches (102 rom), and (3) has 3. ilame-spread rating no greater
than 75.
Materials used for interior finish of walls and ceilings, includ-
ing wainscoting, shall be as specified in Chapter S.
601.5.6 Loading p13U'orms. Exterior loading platfonns may be
of noncombustible constrUction or heary-timber constroctiOt:\
with wood floon not less than 2~iDch (51 rom) nominal tbick:o.ess.
Such wood construction shall not be carried through the exterior
walls.
601.5.1 Insulating boards. Combustible insulating bOllIds nuy
be used under finished flooring.
601.5.8 Walls within health-care suites. In health-care suites
that comply with Section 1007.5, interior nonload-bearing parti-
tions of noncombusn'ble construction need not be of fire-resistive
construction. In buildings of combustible construction, interior
nonIoad-bearing partitions within suites mJ.Y be of combustible
framiDg covered with noncombusb.lJle materials having an
approved thenn.al barrier with an index of 15 in accordance with
UBC S~dard 26-2.
SECTION 602 - TYPE I ARE-RESISTIVE BUILDINGS
602.1 Definition. The structural elements in Type I fire-resistive
buildings shall be of steel, iron., concrete or masonry.
Walls and permanent partitiollS shall be of noncombustible
fire-resistive construction except that permanent nonbearing par-
titiODS of one-hour or two-hour fire-re.sistive construction, which
are not part of a sh<1ft: enclosure, may have fire-retardant-treated
wood (see Section 207) ..vithin the assembly.
Materials of construction and fire-resistive requirements shall
be as specified in Section 601 and Chapter 7.
602.2 Structural Framework. Stmctural framework shall be of
structural steel or iron as specified in Chapter 22, reinforced con-
crete as specified in Chapter 19, or reinforced masonry as ~ci-
fled in Chtpter 21.
For additional requirements for Group H Occupancies, see Sec-
tion 307.2.
602.3 E:rterior Walls aDd Openings.
602.3.1 Exterior waDs. Exterior w.ills and aU strucrural mem-
bers shall comply with the requirements specified in Section 503
and Table 5-A and the flTe-resistive provisions set forth in Table
6-A.
6023.2 Openings in walls. All openings in exterior walls shall
conform to the requirements of Seaion 503.2 and Table 5-A.
602.4 Sta.i.rway Construction. Stairways shall be constructed
of reinforced concrete, irOQ or steel with treads and risers of con-
crete, iron or steel. Brick,. marble, tile or other hard noncombus.-
tible materials may be used for the finish of such treads and ri<;ers.
EXCEP'nON: On o;mirs 1101 required to be enclosed by Section I
1005.3.3, the: finisb malcril11 of l!e3ds wd ri~en: lllZt..V be of any material
pennitted by the cOde.
Stairways shall comply with the requirements of Chapter 10.
602.5 Roofs. E."tcept in ret<lil sales and stor~ge areas classified as
Groups M and S, Division 1 Occupancies and in Group H Occu-
pancies, roofs and their members, other than the struccu.ral frame,
may be of unprotected noncombustible materials when every part
of the roof framing, including the structural frame, is 25 feet (7620
mm) or more above the floor, balcony or gallery immediately be-
low. Heavy-timber members in accordance with Section 605.6
may be used for such unprotected members in one-story buildings.
01/30/Z003 08:57 FAX 9018535008
IPS CORP
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ARCHITECT'S
SUPPLEMENTAL INSTRUGIONS
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indicates your acknowledgment that tllere will be n~ change in the Cootr.lct Sum or Contract. Tune..
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RIClolPIELD. MN S5423
P\oI. 612-1161-636 r
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WOOCJP~ECAST WEN5MANN
INTERFACE 140MES. INC.
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2002-41
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@ Underwriters Laboratories Inc. ~
Northbrook.lltinois . (847) 272-YOO
Melvine. New York. (631) 27H200
Santa Clara, California. (.coal 98&-Z.\CC
Research Triangle Par1c.
North Carolina. (919) 549-1400
Camas. Washington · (360) 817 -55C0
ALLIED MOULDED PRODUCIS INe
MR T D KNECHI'
222 N UNION ST
PO BOX 587
BRYAN OH 43506
RE: Project Number(s) - 01NK48634
Your most recent Certification is shown below. You may also view this information or a
portion of this information (depending on the product category), on UL's Online Certifi~tions
Directory at www.uLcom/database. Please review the text and contact the Conformity Assessment
Services staff member who handled your project if revisions are required. For instructions on
placing an order for this information in a 3 x 5-inch format, you may refer to the enclosed order
form for UL Card Service. .
CEYY December 13, 2001
Outlet Boxes and FittingS Classified for Fire Resistance
ALUED MOULDED PRODUcrS INC
222 N ~ON ST PO BOX 587, BRYAN OB 43506
~~~~~~~~~~~-~~~~~~~~~~~~
~~-~~~~~~~~~~~~~~~~~~~~~
9364, 9365, 9366, 9368, 9369,9370. 9372. 9390, 9395, lID-38 nonmetallic outlet arui swiIrh boxes with various suffixes. For use In fire resistance
walls constructed of wood or nonbearing steel studs and ~ wallboard with CJasslfication periods of 2 hrs or less. Clearance between
boxes and cutouts in wall shall not exceed 1/8 in. The area of openin~ for boxes shall not aggregate more than 100 sq in. pet: 100 sq ft of
wan or partition area with no opening exceeding 28.0 sq in. Outlet ana switch boxes on o{lpos!te sides of a wan or partition shall be 5eJ'a-
rated by a horizontal distance 01 not Tess than 24. in. In walls containing 3-1/2 in. thick. nun 2.5 pcf mineral wool batt iIlsulation Dr 3-1/2 in.
thick. mIn 0.10 ~ glass fiber batt insulation. the horizontal separation between outlet and switch boxes on opposite sides of the wan or par. .
tition mar be n!duced to 3 in. .
./-series 1082. 1D84. 1085, 1086, 1088, 1096, 1098, 1099.2300, 2301. 2302, 3300, 3303. 9301, 9302, 9304, 9305. 9307. 9312. 9313. 9318, 9323, 9324,
(~~~~~~~~~~~~~~~~~~~~~~~~
9366. 9368. 9369, 9310, 937'2, 9390. 9395, Rl).38 nonmetallic outlet and switch boxes with various suffixes for use in 1 and 1.bI fire rated gyp-
sum wallboard/wood stud wall assemblies hamed with min 3-1/2 in. wide wood studs and constructed as specified in tlieulliMdual U300
I Series Wall and Partition Designs in the File Resistance Directory. Oearance between boxes and cut-ouls in wall shall not exceed 1/8 in. The
I area of operW:lgs for boxes shall not aggrepte more than 100 sq in. ~r 100 sq ft of wall or partition aIG with no opening exceeding 22.0 sq
in. Outlet and switch boxes on op~ sides of a wall or partition shall be separated by a horizontal distance of not less than !An- providei:l
that the boxes are not installed back-to-back. Boxes are suitable for installation in stauired stud wall configuration.
~es 1082. 1084, 1085, 1086, 1088, 1096, 1098, 1099.2300,2301,2302, 3300, 3303, 93Ol, 9302, 9304, 9305, 9307, 9312, 9313, 9318, 9323. 9324,
9327,9328,9331,9332. 9333, 9334, 9335, 9336, 9337, 9338, 9339, 9340, 9342. 9M3. ~ 9350. 9351, 9355, 9356, 9358,9361, 9363, 9364.9365,
9366, 9368, 9369. 9370. 9372, 9390. 9395, Rl).38 nonmetallic outlet and switch boxes with various suffixes for use in Design No. U3S1 incorpo-
ralin~ staggered studs and mineral wool cavity infill. Clearance between boxes and cut-outs in wall shall not exceed 1/8 in. The area of
operungs lOr boxes shall not a~gr~te more tMn 100 5IJ in. per 100 sq ft of wall or partition area with no o~g exceeding 22.0 sq in. Out-
let and switch boxes on Opposite SIdes of a wall or partition shall be separated by a norizontal distance of not less than 3 in.
SerIes 1082, 1084, 1085. 1086, 1088, 1096, 1098, 1099, 9301, 9304, 9305, 9307, 9318, 9323, 9324, 9321, 9328, 9331, 9332, 9333, 9334. 9335. 9336,
9337.9338,9350.9351.9355,9356.9358.9363,9364.9365,9366,9368,9369.9370,9390. 9395 nonmetallic outlet boxes with various suJlixes,
intended for fixture supports. For use in fire resistance floor-ceiling assemblies consisting of wood Boor. wood joists and gypsum wall board
ceiling with Classification periods of :2 hrs or less. Clearance between boxes and cutDUts in ceiling shall not exCeed 1/8 iri:-The aIG of open-
ings for boxes shall not aggregate more than 26.S sq in. per 100 sq ft of ceiling area, with no opening exceeding 12.5 sq in. No box shall be
located within 4.5 ft of another box.
Types P181. P201. P241, P332, P442. P463, P643 nonmetallic outlet and switch boxes. For use in fire Ie5istance walls constructed of wood or
noitllearing steel studs and gypsum wallboard with Classification periods of 2 his or less. Clearance between boxes and cutouts in .wall shall
not exceed 1/8 in. The area of o~gs for boxes shall not aggregate more than 100 sq in. per 100 sq It of wall or partition area With no
2f~g exceeding 22.1 sq in. OUtlet boxes on opposite sides 01 wall or p~o~ shall be separated bY a horizontaf distance of no~ less ~
Types P181, P201, P241. nonmetallic outlet boxes not intended for fixture su}lporL For use in fire resistance floor-ceiUng assemblies COl1S1St-
ing of wood floor. wood ioisls and gypsum wallboard ceiling with Classification pericds of 2h or less. Clearance between ~es and cuto~ts
In ceiling shall not exceed 1/8 in. The area of openings for ljoxes shall not aggregate more than 26.5 sq in. per 100 sq It of ceiling area, With
R9379
,-
185361002
Page 1 of 2
A not-lor-profit organization
dedicated to public safety and
committed 10 quality service
Underwriters Laboratories Inc. ~
no opening exceeding 12.5 sq in. No box shall be shall be located within 4.5 ft of another box. The boxes shall be installed in compliarll:e
with the National Electrical Code.
Types 9500 nonmetallic outlet and switch boxes. For use in fire resistance waIls constructed of wood or nonbearing steel studs and gypsum
wallboard with Classification pe~ods of 2 }us or less. Max. wa~ ?pening nC?tto exceed two ~/4 in. in diam holes per box. The boxes iND
not aggregate more than 100 sq II\. per 100 sq it of wall or partition area Wlth no box e:xceedJIlg 12.6 sq in. Outlet boxes on opposite sides of
wall or partition shall be separated by a horizontal distance of not less than 24 in. Type 9500 nonmetallic outlet and switch bOxes to be
inslalled per the accompanying installation instruction sheet.
Types 9500 nonmetallic: outlet boxes intended for fixture support. For use in fire resistance floor-ceilin~ assemblies consisting 01 wood 8oor,
wood joists and gypsum wallboard ceillng with Classi.6cation periods of 2 hIs or less. Max Cl!i1in~ openmg not to exceed two 3/4 in diam
holes per box. 'The boxes shall not aggregate more than 26.5 sq in. per 100 sq ft of ceiling area, WIth no opening exceeding 126 sq in. No box
shall 6e located within 4.S ft. of anoiKer box. Type 9500 nonmetallic outlet and switch bOxes to be instaDed per the accompanying insIaDation
instruction sheet and in compliance with the National Electrical Code.
Series 1082. 1084, 1085, 1086, 1088,1096,1098, 1099,2300,2301. 2302,.3300, 3303, 9301, 9302, 9304, 9305, 9307, 9312. 931~, 9318, 9323, 9324.
~~~~~~~~~~~~~~~~~~~~~~~~
9366,9368, 9369, 9370, 9372, 9390, 9395, RD-38 nonmetallic outlet and switch boxes with various suIlixes for use with moldable putty ~
manufactwed by Sped.lied Technologies Inc. and designated Spec Seal Putty Pads. Spec Seal putty fads an! Classi.6ed in the Fin! RlsiStanc:e
Directory under the category Wall OpeaiDJ Protective Materials. Putty pads and boxes for use in and 2 hr fire ratedgypsum waJIboud/
wood stud wall assemblies framecI with mm ~1/2 in. wide wood studs and comtruded as specified in the individual U300 Series w.n and
Partition Designs in the Fue Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs in conjunction with nails
supplied with the outlet box. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the out-
let !lox (except lor the side of the outlet box against the stud) including nailing labs and completely Seal against the stud within the stud
cavity. An additional 3/16 in. thickness of ~ to be formed around the end of each nonmetallic Sheathed cable at its C'Ol1Ilection 10 the box.
Boxes installed with steel or plastic ClIver plates. When moldable putty pad outlet box protective material is used on boxes on both sides of
wall as directed, the horizonfal separation Detween outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes
are not instaDed back-to-back.
Series 1082,. 1084, 1085, 1086, 1088, 1096, 1098, 1099, 2300, 2301, 2302, 9301, 9302, 9304. 9305, 9307,9312, 9318, 9323, 932" 9321,9328,9331,
9332, 9333, 9334. 9335, 9336, 9331, 9338, 9339, 9340, 9342, 9343, 9344, 9350, 9351, 9355, 9356, 9358, 9361, 9363, 9364, 9365, 9366, 9368, 9369,
9310, 9372, 9390, 9395, RO-3lI nonmeta1lic outlet iI%Id switch boxes with various suIlixes for use with moldable putty pads manufac:tuftd by
Minnesota Mininr at MIg Co. and designated MPP-4S+ Putty Pads. MPP-4S+ putty pads an! Classified in the Fire Resistance Directory urider
the cat~ry Waif Openin, Protective Materials. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard/wood stud wall
assemblies fIamed with DUn 3-5/8 in. wide wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs
in the Fin! Resistance DirecIory . Moldable putty pads ate to be installed to completely cover the exterior surfaces of the outlet box (~t
for the side of the outlet box a~ the stud) including nailing tabs and completely seal against the stud within the stud cavity An a~
tional 3/16 in. thidcness of 'putty to be foIIned around the end of each nonmetallic sheatheCl cable at its connection to the box. Boxes
installed with steel or plastic cover plates. When moldable putty pad outlet box protective material is used on boxes on both sides of waD as
directed, the horizontal separation tietween outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes an! not
installed back-to-baclc. .
Series 1082. 1084, 1085, 1086, 1088, 1096, 1098, 1099, 2300, 2301,2302, 9301, 9302, 9304. 9305, 93CYl,9312, 9318, 9323, 932" 9321,9328,9331,
9332, 9333, 9334, 9335, 9336, 9331, 9338, 9339, 9340, 9342, 9343, 9344, 9350, 9351, 9355, 9356, 9358, 9361, 9363, 9364, 9365, 9366, 9368,9369,
9310, 9372, 9390, 9395, RD-38 nonmetallic outlet and switch boxes with various suflixes for use with moldable ~utty pads manufactured. by
Nelson Firestop Products and designated FSP firestop Putty Pads. FSP firestop putty pads are Classified in the Fin! Resistance Directory
under the category Wall Opening l'rotective Materiils. Putty pads and boxes for use in 1 and 2 hr Jire rated gypsum wallboard/wood stud
wall assemblies liamed with miD ~112 in. wide wood studs and constructed as ~ecified in the individual U300 Series Wall and Partition
Designs in the Fire Resistance Directory . Moldable putty pads are to be instaDed to completely cover the exterior surfaces of the outlet box .
(exc!Wt for the side of the outlet box against the stua) including nailing tabs and completely seal aplnst the stud within the stud cavity. An
additional 3/16 in. thic1cness of putt)' 10 be formed around the end of each norunetallic sheathed cible at its connection to the box. BoXes
installed with steel or plastic cover plates. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as
directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not
installed back-to-baclc.
See rile Resistance Directory for illustrations of designs and Jire resistance ratings.
LOOK FOR CLASSIFICATION MARK ON PRODUcr
,
i.
......"
185361002
Page 2 of 2
CEYY /R9379
December 13, 2001
THE DAMA CO.
FIRE DEPARTMENT
KEY LOCK BOX
AUTHORIZATION AND ORDER FORM
I PL:ASE READ
ORDERING INFORMATION:
1) This order must be signed with the signature of the
authorized Fire Department official on file with the DAMA CO.
2) The key box will be shipped to you without any keys and will
be locked in the open position. Contact your local Fire
Department for specific mounting requirements.
3) Please include 6.5% Minnesota sales tax and shipping charge.
4) Full payment must accompany order. Make check payable to THE DAM A CO.
5) Allow 1-2 weeks for delivery.
CUSTOMER INFORMATION
FIRE DEPARTMENT INFORMATION
NAME:
SHIP TO:
PRIOR LAKE FIRE DEPT.
Company
Address
City/St/Zip
Attention of:
AUTHORIZED FIRE DEPT. SIGNATURE
ORDERS. I L NOT. BE OCESSED WITHOU.T/ I
AUTHO Z F.. I TURE 4( 2-/03
4-
"2.- I~ Z-
ORDERED BY: DATE: ,I
Company WGAl~I11A.J/U ti?t!J Es file.
Address
City/St/Zip
Name & Ph #
INSTALLATION ADORE
- REQUIRED BY FIRE DEPT.
- ATTACH LIST IF MORE ROOM IS NEEDED
/ t.J I ,54- J--1A-r AJ S'T:
plLlt:/,1- 44? (' mAl S~~ 71-
ORDER FORM. Payment must be submitted with order
ITEM
QTY
TOTAL
PRICE
S2-SURFACE MOUNT (NO MOUNTING KIT OPTION) $ 103.00
S3-SURFACE MOUNT $ 126.00
S3-SURFACE MOUNT wrr AMPER SWITCHES $161.00
R3-RECESSED MOUNT $ 154.00
R3-RECESSED MOUNT wrr AMPER SWITCH $ 179.00
MOUNTING KIT (OPTIONAL FOR S-3 & R-3 ONLY) $ 56.00
SUB TOTAL
6.5% MINNESOTA SALES TAX
SHIPPING & PROCESSING CHG. $8.00
TOTAL AMOUNT ENCLOSED
White & Yellow Copy - DAMA CO.
Pink Copy - Customer
MAIL TO:
DAMA-MP INC.
P.O. BOX 47824
PLYMOUTH, MINN.
55447
DARRYL SUNDBERG
763-559-3660
vie:. ~m Ketr,
~~r~
L-JJ ~
Simplicity
Confidence
Value
WOOD FRAlv1E
CONSTRUCTION
Hilti Firestop Systems
Guide to Specification, Installation & Inspection
07270 ! 07840- Fiiestopping
..Savina Lives throuah Innovation and Education!!
.. -
'VHY HILTI FIRESTOP?
· Hilti is the #1 Firestop ~ianufacrurer in the \\'orld!
· Territory Construction Specialists a....ailable to meet at your office or on the jobsite
~ Specialist available to answer your Frrestop, Anchoring, and Drilling! Coring needs
· Wide range ofUL Systen".5, tested to meet all Building Code firestop requirements.
~ Complete product mix offers fuestop solutions for all Trades and applications
· Free on-site training! su?pon
~ Reduced ContraCtor Liabilhy
~ Select the right product for the right application
~ One-source supplier to assist in UL System Selection
. Local Distnoution Center v.ith stock on-hand
. Pre-packaged subminals are a time-saver
~ Time- Saver
~ Comprehensive S'..lbminal b~?5 ensure A.rchitect! Engineer approval
. :S-ew, innovative proQuc:s designed for Labor Savings
. Long-term commitmem to Life Safe:)"
THE HILTI SlTPPORT TEAJ\1 AT y.01JR SERVICE
. Territory COIlS'"uuction Specialist dedicated to servicing your account
. Local Fire Protection Spe:ialist wi:j, Engineering degree
. Local Field Engineer
. Customer Senice and Fire Protection :Engineers available at #800-879-8000
. l.'7l. Systems and produc: irllormario!l available on-line at 'wv,v;.us.hi1ti.com
Call Today.'
DF1G Crav.ford, Fire Prote::ion Spe:::~~:s:
Voi~ mail 800-879-6000 x 7256
La::.] phone 651-769-9817
L.II"LJ
C"-....;__ T ';,.,..r -:-___._z... 7___..._.;__ ..-...,':' r'...J...,..,....,..;__
UL/cUL SYSTEM NO. CAJl184
MET AL PIPE THROUGH CONCRETE FLOOR/'.' ALL OR BLOCK 'vi ALL
r RATNi = 3-Ht
T RA 1Ni = D-I-R.
C'"
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....
SEC~ A-A
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L CONCRETE fll)[]R [R 'JALL ASSEMBlY O-HR FlRE -RA TIN@;
A. UGHT'JEIGfT DR tGMAl VEIGrr ClKRETE Fl.DDR DR VALL <MIN. 4-1/2' THICK).
B. PRECAST an..LDV-cr:RD CONCRETE F1JIJR CHIN. 7-112' THICK).
C. Nff lJL/lLC CLASSIFlED CDNCRETE Bl.OCK VALL
2. PEtURA TIHG ITEM m BE IK [f 1lE fll.UMN(jz
A. MAXIMUM ur tOIINAL DINETER SlID.. PIPE (SOE]lli 10 DR .oVlER).
B. MAXIMUM 10' tOUtW. DIAMETER CAST IRDN PIPE.
C. MAXIMUM 4' tOIINAL DlNETER aFPER PIPE.
D. MAXIMUM 4' tOIINAL DlNETER EMT {R STEEl CONDUIT.
1 MINDU4 I' DEPTH HlLTI rS-M INTlKSCENT FIRESTIF SEALANT FLUSH VITH ffiP OR
BOTTIJ4 [)f' FUIlR. (SEE tmE ND. 3 BElllV>.
4. MIND<<JM 1/2' CRmIN HIl TI rS-lH: INTlJESCENT nRESTOP SEH-ANT APPLIED AT. POINT rr
C[J{T ACT.
NOTES : L MAXIMUM DIAMETER [f DPENING = 14' F1R tfRMAL CONCRETE, 7' FlR PRECAST
GOJJJV aRE) CONCRETE.
2. NNLAR SPACE = MINOOM 0', MAXDU4 3-114'.
1 HINDU4 I' lEPTH HILT! rS-DN[ INTlKSCENT F'IRESTOP SEALANT IS REQUIRED ON BOTH
ON BOTH SIlES [J' A 'JALL ASSOOl Y.
4. \/HEN PRECAST 00l. 'J-crRE> lMTS ARE USED, HIL TI rS-ONE INTlJESCENT tIRESTOP
SEALANT SiW..L BE INST H..LED flUSH VITH UlVER SlRf ACE [f FUIJt
S. MINERN- 'JtD.. MAY BE USED AS A BACKER F1R PRIPER INST AlLA TIDN []f' tIRESTOP
SEALANT.
'" .
Slwt
1 of 1
/Jrom;;Nc.
CAJ I
u i.\8 ~ I
C=8DD~D~
________ __ ____.._ I
HIL TI, Inc.
T ul.sa., [)da.hc~a. USA (918) 252-6000 .. _ .
ScAlf' liS' = l'
lL/clL SYSTEM til HV-D-0268
TOP OF VALL JOINT: 2-HR, C(KRETE VALL OR BLOCK \/ALL ASSEMBLY
ASSOOl.. Y RA m<<i = 2-I-R.
CLASS n .umENT CAPABILITIES - 12.5X CDtfJRESSIDN ~ EXTENS~
CRDSS-SECTIDtW... VIEW
....
~
'"
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.. .. ..
.. ..
.. .. ..
.. .. ..
.,4 .. ff1
,4 ..
..
.. .. .. 4
..a .. ..
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L aKRETE Fl1IR ASSOOl. Y <2-tR, F1RE -RATING) I
A. LIGHTVEIGHT ~ ttRW.. \lEIGiT crKRETE F1D~ ASSOOI... Y (MIN. 4-1/2- THICK).
B. ANY lLIlLC CLASSIF1ED PRE ~T HllDW CORE FLOOR ASSEMBLY CHIN. 6- THICK).
2. aKRETE WN..L. ASSEMBLY <2-I-R. fIRE-RATING> I
A. LIGHTVEIGHT [R tIRtW.. WElGiT COCRETE VH.L OON. tf THICIO.
B. ANY lL/lLC CLASSIF1ED CDtaETE BLOCK WALL
1 MINIMlI4 1/~ DEPTH HR. TI CP 606 FLEXIBLE f'IRESTIP SEALANT.
tmE I MAXDU4 t-EIGlT [J' .lJINT = 1-,
F"IRESTOP SYSTEMS
HIL TI, Ine.
T ulSo.J [Jdo.ho!'lQ USA (918) 252-6000
Shnt 1 of 1
Scale 3/16' = l'
Dote
July 9, 2002
])ruing No.
H'w'D
02680.
G=JD[s~D~
UL/cUl SYSTEM NU f-C-I009
MET AL PIPE THROUGH I-HR. OR 2-HR. 'vI(]DD FLOOR ASSEMBLY
f-RATING = l-i-R. DR 2-tR. L -RAlNi AT AMBIENT = LESS ~ 1 CfM/SQ. fT.
T-RATING = l-JR. [R 24R L-RATINi AT 400tr = 4 CFlVSQ. n.
TIP VIE" SECTION A-A
A
I I
I I
I I
I I
I I
I I
l
.,.,
I I
I I
I I
I I
I I
I I
Q
n.J
.,.,
~
c;::.
<=>
Q
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I..-
A
j
1. V[J]D FUDR/CEILING ASSEHBL Y <ULlULC ClASSIFIED L500 SERIES) (l-HR. DR 2-HR. rIRE -RATING>
(2-HR. SHJVN>.
. LUMBER DR PL YWJD SUBFlIIlR VITH fINISH fUm rr LUMBER, PL YVrnD DR FlJIR TOPPING
MIXTURE.
3. TIP ?LATE.
4. GYPSUM VALL ASSEMBLY (l-i-R. DR 2-HR. fIRE-RATING) (2-HR. S~.
5. PEtCTRA lING ITEM TO BE ONE IF n[ Flll1MNG I
A. MAXIMUM 4' tDUNAL DIA.'ETER STm PIPE (SCHEDULE 10 DR HEAVIER).
B. MAXDIJM 4' NlMINAL DIA.'ETER CAST IRON PIPE.
C. MAXIMUM 4' tD4INAI.. DIAtUER ClFPER PIPE.
D. MAXIMUM 4' tD4INAI.. DWUER STill. CONDUIT.
E. HAXIHUH 4' tD4INAI.. DWETER 00.
6. MINDU4 3/4' DEPTH HILT! rS-IH: INlUESCENT rIREST[f SEALANT, CP 601S ELASTDHERIC
FIRESTIP SEALANT, DR CP 606 FlEXIBLE F1RESTDP SEALANT.
7. GENERM BEAD [f HIL TI FS-[]N[ INTU~SCENT FIRESTDP SEALANT, CP 601S ELASTOMERIC
FIRESTIP SEALANT, DR CP 606 FLEXIBLE F1RESTlF SEALANT fLUSH VITH BDTTDH SURF ACE OF'
TOP PLATE.
NOTES I I. MAXIMUM DIAMETER OF' OPENING = 5'.
2. ANNULAR SPACE = MINIMUM lIB', MAXIMUM 3/4'.
3. L RATINGS APPLY lH. Y "HEN HIL TI fS-DNE INTUMESCENT
FIRESTD? SEALANT IS USED.
C=JD[s~D~
FIRES TOP SYSTEMS
HIL T1, Inc.
T ulSo.} Dkla.ho!'lo. USA (918) 252-6000
S~et 1 of 1
Scale 118' = l'
Do te Jnn. 12. 2001
Fe
l009k
J)ra ring He.
A
l
lUclL SYSTEM tn r -C-5037
INSULA TED METAL PIPE THROUGH i-HR. 'J[][]D FLO[]R ASSEMBL Y
r-RATDIi = I-HIt DR 2-HR.
T -RA TItIi = V 4-~ DR 1 3/4-HR.
c;
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TIP VIEV
SECTIIlN A-A
...
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_4_~__________________~_~_
-r-r------------------.-.-
I
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L \/DllD F1JlDR/CEIUNG ASSEHBL Y ClUULC CLASSIFIED L5DD SERIES) Q-HR. DR 2-HR.
FIRE-RATING> (2-HR. SHD'JN).
2. LUMBER DR PL Y\lrnn SUBFLODR \lITH FINISH FLOOR or LUMBER, PL Y'JDIlD, DR rumR
TOPPING MIXTURE.
3. PENETRATING ITEM m BE ONE [f THE FTILUMNGt
A. MAXIMUM 2. NOMINAL DlA'ETER STEEL PIPE (SCHEDULE 10 DR HEAVIER>.
B. MAXlHUM 2. NDHINAL DIA.'ETER CDPPER PIPE.
4. MAXIMUM 3/4. THICK AB/PVC FlEXIBLE FOAM INSULATION.
5. MINIMUM 3/4. DEPTH HILTI FS-DNE INTUMESCENT FIRESTDP SEALANT.
6. HIL TI rS-DNE INTUMESCENT FIRESTOP SEALANT INSTALLED INTO ANNULAR SPACE TO
FILL VOID TO MAXIMUM EXTENT POSSIBLE.
NOTES I 1. MAXIMUM DIAMETER OF OPENING = 5..
2. ANNULAR SPACE = HINIHUM 1/2., MAXIMUM 1..
3. CHASE \I ALL (NOT SHJ'JN, OPTIDNAL)- THE THROUGH PENETRANT MAYBE
ROUTED THROUGH A I-HR. OR 2-HR. FIRE -RATED GYPSUM CHASE 'yJ ALL
C==8D~~D~
HIL TI} Inc.
T ulso., Oklo.hoMo. USA (918) 252-6000
Sheet 1 of 1
Scale liB':: l'
lJate
Jan. 29. 2001
Ira mg Ie
Fe
5037d
FIRESTDP SYSTEMS
ll. SYSTEM tIl f -C-2160
PLASTIC PIPE THROUGH I-HR. OR 2-HR. 'WOOD fLOOR ASSEMBL Y
r -RATDIi = 1-~ [R 2-Ht
T -RA TINi = l-HR. [R 2-HR.
TIP VIEV
SECTION A-A
c;
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.....
.....
A
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---r-r---------
I I
I I
I J
I I
I J
I I
I I
I I
I I
o
A
j
I
I. voon FLOOR/CEILING ASSEMBLY (UL CLASSIFIED L500 SERIES) (I-HR. OR 2-HR. rIRE-RA TING)
(2-HR. SHDVN>.
2. LUMBER DR PL Y'WDIlD SUB FLIIlR \lITH FINISH flOOR Of lUMBER} Pl Y'W[]IlD} OR flOOR TIlPPING
MIXTURE.
1 PENETRATING ITEM TO BE DNE []f" THE rILUl'WING (ALSO SEE NOTE Nil. 3 BEU]'J) I
A. MAXIMUM 2' t04lNAL DIAMETER PVC PLASTIC PIPE (SCHEDULE 40) (CELLULAR OR SOLID
CORE> (CLOSED OR VENTED PIPINi SYSTEM>.
B. MAXIMUM 2' NOMINAL DIAMETER CPVC PLASTIC PIPE (SDR 13.5) (ClIlSED PIPING SYSTEM
DNL V).
4. MINIMUM 3/4' DEPTH HIL TI rS-ONE INTUMESCENT rIRESTOP SEALANT.
S. HIL TI fS-ONE INTUMESCENT FIRES TOP SEALANT INSTALLED INTO ANNULAR SPACE TO rILL VOID
TO MAXIMUM EXTENT POSSIBLL
NOTES I 1. MAXIMUM DIAMETER []F' OPENING = 4'.
2 ANNULAR SPACE - MINIMUM 1/2' MAXIMUM 1 118'
, I
- -
. } . i
3. CHASE 'vi ALL (NOT SHO'WN} rPTIONAL) - THE THROUGH PENETRANT MAYBE ROUTED I
THROUGH A 1-HR. OR 2-HR. flRE -RATED GYPSUM CHASE 'WALL ASSEMBLY.
Shf'f't 1 of 1 Draring N:;.
~Db~D~ HIL TL Inc. Scalf' 5/32' = l' Fe
Tulsa., rl<lo.hol"lD. USA (918) 252-6000
FIRESTDP SYSTEMS Dotf' Mnrch 14, 2001 2160c
U.L SYSTEM NO. FC2081
PLASTIC PIPE THROUGH i-HR. OR 2-HR. WOOD FLOOR ASSEUBL Y
f RA TINS : l-Hit 00 2 -HR.
T RATING = I-HR. AND 1-1/2 HR.
TOPVIEI
....
SECTION A-A
....
i
i
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~\
. .
=\
OJ
~l
I... .
A
A
t
j
-
I
I
/-
I
I
~
I. 'fOOD FLOORlCEILINS ISSEYBL Y (DESIGN NO. LSOO 5ERlE5 IN THE U.L fIRE RESIST-
ANcE DIRECTORY}(I-HR. OR 2-HR. fIRE-RATING){2-HR. SHOWN).
2. LtAeER OR PI.. YUD StBFLOOR lITH FINal fLOO1 (f' LlIeER, PL YWOCX), ()1 FLO~
iO?PINS YIXTURE.
3. WAXDUI I- tOONAL DIAYETER CROSS LINKED POlYETHYLENE (PEX) 5DR 9 TUBIHS
(ClOSED OR VENTED PIPING SYSTEW).
4. TOP PU. TE.
S. 6YPSUII WAlL ASSEU5L Y (I-HR. OR 2-HR. fIRE-RA TING)(2-HR. SHOYN).
6. ~ 3/~- [EPTH HILTI Fs-rnE HI$-{ PERF~WANCE INlUESCENT FIRES TOP ~ALANT
AT StBFLOrR.
7. UINIWW 1-1/2- DEPTH HIL TI FS-()E HIS.~ PERFORWOCE INTlliESCENT FIRESTO? SEALANT
flUSH WITH BOrrOW 9..RfACE (f' TtF PLATE.
NOTES : I. WAXIYUW DlAWETER Of OPENING = 1-1/2..
2. ANNULAR SPACE : ~UW 0., WAXIWUW 1/2-.
3. WITH 0- ANNULAR SPACS APPLY 112- CROWN HIlTI FS-ffit HIGH Pt.~ORW-
A~E INTlIESCOO FIrtSTO? SEALANT AT POINT Of COO-ACT.
I'
5t1u ~ 1 - 0 f 1
D~rl/'l. h,
- -! ~ ""L--iOf' !, .-Ji;~
1 r----, Ii -: I I I'
---J.- :......-1:-:
FIRESTOP SYSTE~S
Hi;:; COr'lstruction Chemicals
T ulsc, .)"iahoma USA (918) 252-6000
, 5cr:ir
i/8- = 1-
~C~f!
, -. tn~~
Fe
?npi,
UL/cUL SYSTEM NO. FC3012
CABLE/CABLE BUNDLE THROUGH 1-HR. OR 2-HR. 'JOOD FLOOR ASSEMBL Y
f RA TDIi = l-fR. [R 2-HR.
T RATING = 0, 1, [R 2-iR (SEE UL FlRE RESISTANCE DIRECTDRY vrL 2)
TOP VIE\I SEC~ A-A
~ ~
A
L
A
J
g
c:>
co
=
cil
C'\.l
c;
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L..
1. 'W[]OD FUIIR/CEILING ASSOOl Y (UL/ll.C ClASSIFIED L500 SERIES) (l-HR OR 2-HR FIRE -RA TIN@
(2-HR SHD'WN).
~ LUMBER DR PL Y\IIlIlD SUBFUIlR \lITH FINISH fU][]R OF LUMBER, PL Y\IIlDD, OR FUJ[]R
TOPPING MIXTURE.
1 mp PLATE.
4. GYPSUM 'WALL ASSEMBLY <1-1R DR 2-HR FIRE -RATING> (2-HR SHO'WN>.
5. MAXIMUM 2' DIAMETER CABLE BUNDLE MAY CDNSIST DF ANY []f' THE FOUJl'JINGi
A. RG 59 CDAXlAL CABLE.
B. MAXIMUM 8/C NIl 22 AVG TEI..EPrIK CABLE.
C. MAXIMUM 2/C NO. 12 AVG CABLE.
D. MAXIMUM 3/C (+GRND) 2/0 AVG SER CABLE (ALUMINUM DR COPPER),
E. HAXlHUM 3/C (+/GRIJJND) NO. 2/0 AVG TYPE NM CABLE.
F. MAXIMUM 3/C NO. 12 METAL CLAD CABLE.
6. MINIMUM 3/4' DEPTH HILT! FS-DNE IN11KSCENT fIRESTDP SEALANT.
7. PROVIDE A GENEROUS BEAD (f HILT! FS~E INTUMESCENT FIRESTDP SEALANT FLUSH
'WITH THE BOTTOM OF THE TIP PLATE.
NDTES I 1. MAXIMUM DIAMETER OF OPENING FOR 1-HR OR 2-HR RATED ASSEMBLY IS 2-112' DR 2'
RESPECTNEL Y.
2. ANNULAR SPACE BEMEN CABLE BUNDLE AND []PENING = MINIMUM 0', MAXIMUM 112'.
t
3. CABLES m FILL A MAXIMUM 457. DF CRDSS-SECTIONAL AREA OF OPENING. I
C=JD[s~D~
FIRES TOP SYSTEMS
Sheet
1 of 1
Hil ti Construction Chefl'lico.ls
TulsQ.J [J<lo.hOI'lQ. USA (918) 252-6000
Scale liB' = I'
Jlate AUGUST 10, 2000
lJra ring No.
Fe
3012g
lLIclL S'fS TEM 111 V-l-lOS4
K:T AI. PIPE THRWiH 14R. [R 2-1-R. GVPSlI4 VALL ASSEMBL Y
r -RATJIIj = I-fR. 1m 2-IIl
T-RATDIi = HIt
l-RATDE AT AMBIEIIT = LESS 11M 1 CflIISQ. Fi.
L -RATDIi AT 4crF' = 4 CfMISQ. n.
FROO VIEV
....
SECTDJf A-A
.....
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lB
;:
A~
~
A~
L 61PSlIt VAlL ASSEJa Y Q1./lLC ~ lEI U300 IR U4GO SERIES) Q-IR IR 2-fR.
F1RE -RATJtIi) C2-IR SIIMO.
2. om SfINN). \OlD STUIS m aJtSIST IF tIIIDW. ~ x 4' UIIIER. STm STUDS Tn
IE MINDUI 2-112' VIE.
3. PEtETRATDIi I1EM m E IK IF TI€ F1l.L.D\IDIi I
A. MAXDUt ~ DWETER S1EEL PIPE <SDOLE 10 IR JDVJER).
B. MAXDUt 3r DIMErER CAST lIJI PIPE.
C. MAXDUt " IIIIIWL DWETER l1fPER PJPE..
J. MAXDUt " tIJIDW.. DIAIElER SlEEL aJIlJIT.
E. MAXDUt 4' tIJIDW.. DWETER 00.
4. MDIDU SIr JEPTH tm..n rS-IK DffiKSCENT FlRESTtP SEALANT.
S. MDIDU 112' JDI H1LTI rS-IIE DmJESCENT FlRESTIP SEALANT AT POINT [f tD<<ACT.
tIJTES I 1 MAXDUt DINETER [J" IFENDE I
A. 32-114' Fm SlED.. STUD 'tIM.LS.
B. 14-112' FtR vmn STUD VALLS.
2. NIU.JI ~ACE = MINDUt r," MXDUI 2-V4'.
C=8D[s~D.
~IRESTOP SYSTEMS
HIL H, Inc.
T lisa., [Jdchofto. USA (918) 252-6000
SItwt 1 at 1
SeW 7~ = 1.
Jaw Aug. 28. 2001
h.. No.
VL
lOS4n
LL/cll. SYSTEM Nl V-L-5029
INSULATED METAL PIPE THROUGH I-HR. OR 2-HR. GYPSUM 'J ALL ASSEMBL '(
r RATDIi = l-Kt AND 2-~.
T-RATItIi = 1I2-1R., 314-1R., 11R., AND 1-3/4 ~ (SEE UL FlRE RESISTAN:E DlRECTIRY)
L -RA Tltli AT AMBIENT = 4 CFMlSQ. Fl.
L -RATItIi AT 4oo-r = LESS ~ 1 CFlVSQ. Fl.
F'RlJ{T VlE\I SEC~ A-A
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HIL TI/ lnc.
T ulso.1 Oklo.hol'lo. USA (918) 252-6000
~
L GYPSlM Viti ASSEMBLY QUll.C a.ASSIF1ED U300 [R U400 SERIES) Q~ [R 2-HR. nRE-
RA TItG (2-i1t S1IJVN).
2. om SKJVN). VIIID STUDS m COOlST [J' NOONAL 2' x 4' LUMBER. STEEL STuns TD BE
MlNDU4 2-1/2' VIlE
1 PDETRATINi ITEM TO BE M (]f' TIE rDLLlMtIi I
A. MAXDU1 12' tOtlNAl DlNETER STEEL PIPE (SC.olLE 20 [R J.EA VIER).
I. MAXDU1 6' tOtlNAl DIAtCER ctPPER PIPE.
C. MAXDU1 4' tOtlNAl DIAtETER STEEL COOlJIT.
D. MAXDU1 4' tOtlNAl DIAtCER 00.
4. MAXltllM 2' THICK (ilSS-fIBER PIPE INSlUTIDN.
So MlNDU4 5/8' lEPTH ~ n fS-[K HI~ PERF1RMANCE INTUK:SCENT nRESTOP SEALANT.
6. MINlD1 1/2' BEAD ~ n fS-DtI: HIGt PERFllRMANCE INTLKSCENT flREST[f SEALANT AT
POINT tJ' COOACT.
NOTES I 1. MAXIU DIAMETER or (fENIt(j = 18'.
2. NKJLAR SPACE = MINIMlJ4 0', MAXlMlJ4 1-7/8'.
~t
1 of 1
Dra WIg Ie.
'vIL
5029j
FIRES TOP SYSTEMS
Scale' liB' = l'
Date'
Sept. 22, 2000
UL SYSTEM tIl V-L-2078
PLASTIC PIPE THROUGH i-HR. OR 2-HR. GYPSUM 'vi ALL ASSEMBL Y
f-RATDIl = I-HR. IR 2-~.
T -RA TDIi = I-HR. DR 2-HR.
FRONT ~ SECTElN A-A
~ ~
A<1
<::>
g
C\J
C7'
(:)
d>
CD
....
C>
N
....J
:>
A~
1. GYPSlJ4 VALL ASSEMBl.. Y (Ul. CLASSIFIED U300 DR U400 SERIES) (I-HR, DR 2-HR. nRE-
RA TlNi> (2-}-R. StfNN).
2. om SiINN>. VIIlD STUDS TO COOIST []f' tD4lNAL 2' x 4' LUMBER. STEEL STUDS TO
BE MlNDU4 2-112' VIDE.
3. PEtCTRA T1tIi ITEM TO BE ONE [f THE rDLUMNG (SEE tIlT[ tIl 3 BELIl'w') I
A. MAXDU4 6. tDUNAl DIAtETER PVC PLASTIC PIPE (CELLULAR DR SrLlD CORD.
B. MAXDU4 6. tDUNAl DWETER ABS PLASTIC PIPE (CElLlLAR [R SOLID CORD.
Co MAXDU4 6. tOUNAl DIAtETER FRPP PLASTIC PIPE.
Do MAXDU4 6. tD4INAL DWETER CPVC PLASTIC PIPE.
4. SEE NJTE tIl 1 BELIN.
5. HIL Tl CP 642 [R HIL 11 CP 643 FlRESTDP CDLLAR (SEE TABLE BELJ]\I>.
6. rASTEN EACH tDJNTItIi TAB TO VALL ASSEMBLY VITH APPRrPRIATE HlLTI ~HIlRS,
tD4. PlPE DIA. I PRDIlrT ][SCiJt'I~ II tI). [F tmrnNi TABS 'I MAX. nE SIZE 1
1-112' (p 643 SOllY 2 2-1I~
2' CP6436312' 2 2-518'
3' CP 643 9013' 3 4'
4' CP 643 UD/4' 3 5'
6' CP 642 16016' 6 7'
tIlTES I 1. TO I~ CIl..D SKlKEI PRiMDE 1/4' DEPTH HlL TI rS-DNE INTUMESCENT tIRE-
STtF SEALANT IN AtfU.AR SPACE ARruID PLASTIC PIPE,
2. AtHl..AR SPACE = MINIMUM 0'1 MAXIMlI4 1/2'.
3. CLOSED [R VENTED PIPItIi SYSTEMS. (PVC1 ABS1 rRPp = SCH. 401 CPVC= SDR 17),
~t 1 of 1 Jr(J~ 10
C=JD~~DGD HIL Tt Inc. Scale liB' = l' 'vIL
FIRES TOP SYSTEMS T UlSo., G<\o.hol'lo. USA (918) 252-6000 20789
/Ja te
SE'pt. 20, 2000
Ul/cUl SYSTEM Nl V-L-7042
MET AL DUCT ('JITHOUT DAMPER) THROUGH I-HR. OR 2-HR.
GYPSUM ~ALL ASSEMBLY
F -RA lNi = I-HIt DR 2-HR.
T -RA TING = D-HR.
FmfT VJf.V
SECTION A-A
....
.....
A<>===J
~
c;
-.:S
rI.l
--
C>
....
:;
A~
L GYPSUM VALL ASSEMBLY CLl/ULC U300 [R U400 SERIES VALL SERIES) (I-HR. DR 2-HR.
nRE -RATING> (2-HR. SHmOO.
2. (NOT SHDVN>. \/IIlD STUDS m CONSIST or NDHINAL 2' x 4' LUMBER. STEEL STUDS TO BE
MINlMUH 2-1/2' \/IDE.
1 PENETRATING ITEM TD BE ONE OF THE FlJLLOVING I
A. MAXIMUM 20' NDHINAL DIAMETER SPIRAL VOUND SHEET METAL DUCT (HIN. 24 GA.).
B. MAXIMUM 12' NOONAL DIAMETER g(IT METAL DUCT CMIN. 28 GAUGD.
4. HIL TI FS-[]N[ INTUMESCENT FIRESTOP SEALANT, HIL TI CP 601S ELASTIlHERIC FIRES TOP
SEALANT, DR HIL TI CP 606 FLEXIBLE FlRESTDP SEALANT I
A. MINIMUM 5/8' DEPTH, FOR A 1-HIt FIRE RATING.
B. MINIMUM 1-114' DEPTH, FOR A 2-1-R. FIRE RATING.
S. MINIMUM 1/2' BEAD HIL TI FS-ON[ INTlKSCENT FIRESTOP SEALANT DR CP 601S ELASTOHERIC
FIRESTDP SEALANT, DR HIL TI CP 606 FLEXIBLE FIRESTOP SEALANT AT POINT OF CONTACT I
NOTES I 1 MAXIMUM DIAMETER OF OPENING FOR STEEL STUD VALLS = 21-3/4'
2. MAXIMUM DIAMETER OF IFENING FOR VooD STUD 'WALLS = 14-1/2',
3. ANNULAR SPACE = HINOOM 0', MAXIMUM 1-1/2'.
Shett
1 of 1
~Db~D~
HIL TL lnc.
T ulsQ., Dkla..~::l!'lQ. USA (918) 252-6000
Scale 3/32' = l'
Dote Jnrl. 15, 2001
F'IRESTDP SYSTEMS
/Jro.;-,g No,
'w'L
7042d
UL/cUL SYSTEM NO. 'w'L3071
CABLES THROUGH i-HR. OR 2-HR. GYPSUM \J ALL ASSEMBLY
F RArnli = I-HR. ER 2-HR.
T RATING = 1/4 HR. OR 3/4 HR.
L RATItIi AT AMBIENT = LESS THAN 1 CFH/SQ. FT.
L RA TING AT 400. F = 4 CFM/SQ. FT.
C'o
C'
~
::--
q
"-
......
~
;;
FRONT VIE\l
...
SECTION A-A
...
A~
~
.
A~
1. GYPSUM 'J ALL ASSEHBL Y aJUULC ClASSIFIED U300 OR U400 SERIES) Q-HR. OR 2-HR.
FIRE -RATING> (2-ffi. ~\lN).
2. MAXIMUM 3/C (+ ~ND) NIl. 2/0 A \/G I>J...UHINUM [R COPPER SER CABLE \11TH PVC
INSULATIDN (~X. QTY. = 2).
3. HIL Tl FS-Ot-l: INTUMESCENT FIRESTOP SEN..ANT:
A. HINIPtJH 5/8' DEPTH) FOR A I-tR FIRE-RATING.
B. HINIttJH 1-1/4' DEPTH) FOR A 2~. FIRE -RATING.
NOTES I 1. MAXIMUM DINUER OF OPENING = 3',
2. ANNULAR SPACE = MINIMUM 1/2', MAXIMUM 1-1/2',
~pt
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C=JDb~D~
HIL TL Inc.
T ulsQJ Ckio.hol'lO. USA (918) ~?-6000
Scalf
:/:: ~ r
:~P'T. 161 :~3S
\JL
3071e
FIRESTOP SYSTEMS
JJc 7P
FS-ONE
High Performance
Intumescent Firestop Sealant
Product description
- Intumescent (expands ,,'hen exposed to fire} flrestop sealant that
helps protect combL'stible and non-com:)tlstible penetrations for
up to 4 hours fire rating
Product features
- Smoke. gas and water resis+.ant
- Contains no halogen. SOlVents or asbeSics
- High fire rating propenies
- Water based. easy to clean
Tested in accordance with
- Ul 1479
- ASTM E 8i4
. Ul 2079
Installation instructions for FS-ONE
1. Clean opening.
2. Pa:k mineral
woo!. (If reauired)
Technical Data
FS-ONE Intumescent Firestop
lat 7~F 123eC1 and 50-';' relatlY! numlOltV1
Chemical basis: Water-baseD J:ltumescen: a:rvIc e::
DensitY: . ADoral. 1.5 or:rr.>
Color: Red
Workine time: AoorOl. 2G-30 man
Curine time: t>.ooral. 1"-21 caYS
Shore A Hardness: ADOral(. 25
Movemem caoabilitY: ADoral. :%
Intumescem Activation: Aoorox 25C.F (~2i eCI
=loansion rate funrestn::tedl: ~p to 3-5 times onolnal ~
Temperature resIstance lcuredl: -400F (-40-C\ to 21~F r1CJCr:1
Aoolicatlon temoerature: 2S-F 12-C1 to 1 Doer 13!-:1
Sumce burning CllaraCle'lstl:S: =iame Spreao: D
r ASTM E 84-961 SmOKe Development S
Approvals
ICBO EvaluatIon Service. an:.
CalifornIa State Fire Ma~llal
City 01 New York
City 01 Los Anoeles
;;'eoor. No. 5071
:...!strnc No. 12DCl:108
M=t. 326-96-tJ.
;esear:t\ Reoor. 251 B8
5. LeaVE completed
seal und!sturo~d tor
48 nou.'!.
6. F2Sten 1Oerait..
piat~ (f. rea~
Opening
1. Clean tne oeening. Su:'Zes to which ::s-aNE will be aoplied
shOUld be cleaned of IO:lse debns. dir... oiL mOisture. frost and
wax. Stru:tures SU:lp:l:'".mg penetrattn~ l!:IT'.$ must be installed
in comelaan:e witn 10ea' ouilding and e!e:Ul:a1 slantiards
Application of firestop sealaDt
2. Install the orescrioec t;E:iciilling mate~ t~'De and depth to
obtain the desired :-aun; (r. reouired). :..E2v: sufficient oeotn ior
applyin~ rS-ONE. .
3. Application of firesloD seaaant: Apply rS-JN: to tne reauired
aepth in oroer to C::;tali. :ile oesired fire :-a:mQ. Make sure
rS-ON: contacts all suo ;,,:es to provic: :;;2XImum adhesion.
ror aooilC2110n of rS-CJr.1: ~se a Slanca~ :2ulking gun. toil oa:k
gun. eulk icaoer an: ~:.:i;: gun. With r3---J:-E bu:i<ets. Gra:o tyoe
sea,an: O:JrTltlS may D: :.:5e:. (Conta:: ::.::-::: r.;anu~a:turer tor
prooer sele:tlOn.)
~ Smootnmg oj fires:::: 5e2;am: To :om;)::..e :ne seal. toollmmedi-
ately to glv: 2 smoot:: 2:0earan:e. Er.:ess sealant. prIOr to
:unng. :2r, ce :Iea~e: a~'.d~ trom aOja:er:: su~a:es ant toOlS
...mh water.
oJ. L.eave :omo!eleC sea: ur:::swroec tor ~: :1:,,~.
O. ror m2IiOle..an:e re25::::5. 2 oenetratlor sea COUlC De permanently
~arKec "":~~, an IC::i~11i:~:::Jjj oiale. ir, S::::- c :2se. riiar~: the loen~
,ifi:allor, c;m an: :a5:e:-- r. In a vlslol: ::S::i:Jr: nex: to tne seal.
I = ...... _.. I
Notice about approvals
Check tha~ the penetration nas D:en sealed according te me ~
drawing in the UL Fire Res!s-~n:e Directory or Hilti Firestoo r.;a;r.:
ror furtner acvice. piease :0..12:: Hilti CLJstOmer service. R!fer t
Hilti product literature anc; LE. ::~e res:s-can:e ciire:tory to; soe::if::
aoplication details.
Not to be used...
. ror high movement :x~ai:5i:>:'". !o:;'l:s
o U nderv/ater
o On building materials Wrl;:~, :liee: oi:' plastiCizers 0, 50lVen:!
!impregnated wooo. Oi:-C::5:: 5:2:5. green or canialiy vu::a.'l~ r-_
o In any penetratIOn 01ne~ ::;2:-- :;;:5: spe:iil:aliy oes:~:le: 1:-- :-;
Hrestop Manual or tn: ::5: ~:::J;-:S
Safety precautiDns
. Seior: na:1diing. fea: 7::: ::'"::~:: 2:1G ITiale~j2: S2t:~. :~ s:-:-e-:
detailed use and healt, 1:;;c~~a;i:J:--..
o Keep OU1 of reacr, 0; :rlii:re~
. Wear sur.able gioves a;;: =,': :.::e::loo
StDrage
o Store only In the ongl1ia C2:K2glrl~ In c lo:atlon o,ote:::: :r:-
mOlswre at temoeratures :e:-;:eer, ~8"r ::"(;, 2:1: 6:"~ ,3:0:
. Observe eXOlratlon ca,: cr :;;: cE:t:agmg.
"
"': .Rnru~-:
Slgnl and a~ of
Expoaura:
Routas of Expc.~:
Medical Conditions
Ae;~ftWd by Exposura:
It does not ;>ese an increased cancer risk to wor!(ers.
;::ss:ory Im:ati:1g \:?On c:on:act WIth the ey~s or \.":)on repeated c::~:a:::t with ~e siCn.
s.e:mal.
:ye and skin :;on:iitions.
EMERGEHCY AND ARST AlD PROCEDURES
Eyw&:
Skin:
Inhalatbn:
Inge.ation:
Other.
Invnediately lush with plenty of water. Call a physician if symptoms occur.
Immediately wi::le off material and wash with soap and water. Material can a.dh.ere t:l
tne skin. If maie=':al has adhered to the skin. use an a~ve comaining hand cleaner.
~ material does not come off. buff with a pumice stone.
Move victim to tres."l air if discomfort develops.. Call a physician if symptoms persUot.
S~k medical anention. Do not induce vomiting unless dire::ed to by a physician.
~ gllle an~ by mouth to an ttnCOnscious person.
~eferral to a pnrsician is recommended if there is any questioo a:,out the seriousness-
of the Il"IjuryJexposure.
CONTROL ME.,tSURES NlD pERSONAl PROTECTIVE E~
V.ntllatlon:
Eye Prot.ction:
SIcin P,,,,~
~ramry Pra4llction:
General (natural or mechanically induced fresh air movements).
Not reQuired. h:)tNever. safety glasses should be worn in most in:::ustrial settings.
':"vOIC skin co~ Cloth gloves are suitable for hand protection.
None normally required. \Nnere v~tilation is inadeouate t: :::mtrol va?Ors. use Ii
NIOSH-approved ~or with organic vapof cartridges. Never enter a confined soace
...r..J'lout an appo~ air-supplied respirator. .
HandU~ and Storing
p~na:
PRECALmOHS FOR SAFE HAHDUNG ANt) USE
Spill Procedura:
S~re in a cool. o:y area preferably between 50 and 1000 F. Keep from fr'eP...z:ing. Do
not s:=re In Oi.~ sunlight Avoid Wil~C;: with the eyes or SKin. ?ra::::ice ~od
hygiene: i.e. atv.-ays wash thoroughly. after h.~1Ind before e.atlng or smoking. ~or
ir.o~:strial use~. Keep out of reacn of children. ronow label/use InstrU::tlon&.
Allow to cure a~ then scrape up and place in a salvage c:on:amer for proper cEs:xlsa!.
S~ ~I guiOelines below.
Haur= Commvnication:
REGUl.A TORY INFORMA nON
H~ eoo.r.
OOi ShlppinQ Kame:
TSCAlnv.fttDrY StatuS:
SARA TWe II, Section 313:
EPA. Wast. ~}:
Was~ ots~ 1Ie6'tods:
I nlS MSDS l".as been prepared in acconiance wi1h tne feoeral OSHA Hazarc
Coml'T"_Irllcano."l S:andard ~9 erR 1910.1200.
:-;earu"l 1. Fiam...a:>ility O. Reactivity O. PPE: 3
N=:~ regu~ted.
e~e!'TlI::a1 com:xments listed on TSCA inventory.
-;-;,rs product =:::n:ains ....5% ethylene glycol (CAS 107-21-1) an: 1-5% zinc oxide ire:
:::n::: com?Oun::s) wnich are su:,ject to reporting unOe.' Sector: 3",3 of SARA Title m (.t.:
eFR ?art. 372}.
No: regtr.atec :/y :?A as a hazardous waste
:o~sult WIth re:;:J~tory agencies or your COrporate personnel ~O~ ::::soosal metnoCs t".a:
:;.:;~;;:y ~ lo-:::.al. s~e. and feoeral safety. nealtn ano envlron:7iental regulatlons.
CONTACTS
Cw5bmer Service:
i.e:h n ic.a I s.rviea:
E~CY:
Hea~ I Safety:
~ 5:-: 879 80:-:
~ 3:l0 579 80X
1 500 879 ~.
~ 8::lC 5 i; 50):
Steve Gerrard (~309)
Jerry Met::o:; ~x5704)
The 1~~O(l'jation and reco:-nr:"len::a:::~s con:a::-:e:: nerelO are :::ased upon ca:.a beiiev~ t: :-e :orre::t nowever. n:
gua;c:-::ee or ....-arranty of any Kr.'l::: e:::::~ssed or :;';:::li!ed IS made .....otrl respect t~ :'"le mfor.T;CQor. ;:r::V1oed.
'lS:lS 253. ~ 2 0( 2
.~
CP 643
Firestop Collar
Product description
. A rea:ly-to-use firestop collar. made o~ 2 galvaniZed ~
hOl!SIllQ and intumescent insertS.
For f::'a..stopping combustible pipes
Areas of application
. Fir~o::ping combustible pipes up te ~. ir. diameter in
pe~;ions through fire walls and fi;)C~.
. SU::z:li: for the follo\,.;ng pIpe lTia1e~:
- ?V:. :;?VC. ;"35. PVDF. ?P and Fri??
For use with
. COI1:!"::e. masonry. wooO floor anO ~..:!sum wall assemoQ<>..5
. War Co"\!: floor assemblies rateO UD 10 3 ~.!~
Types of installation
. \\'at ....:0 collars. one or. each side
. Flotr. ~'e collar on unce:s:oe (bottOlTi)
Example
. Was!: \,:.l1er pipes
. Fresr. \':2!er pipes
SystemlProduct advantages
. Qud: and easy closure without the llse o~ 2 tool
. AdjlS:2:lie position tabs for simple tzs":en:ng
. Lov: :;:-o;He for tight i~-tlllations
Internationally tested and approved
_M~
rp:I. IU1:::I1~13l
~ ~Crorril
I ..ss'~'(' .~ VOI:lORCAVITY......I1;RII.:..S ~
@0GQJ.SSIFlED8v1'
U L UNOE_rn;AS LABOAATORIES. N::.
"OR USE IN '"'O\JGH..PE~T1ON I
. ~1~SYST9.1S
SE~ ~ FIRE RESISTANCE Ofqf::TQAv I
IM7 I
t
I British Standard I
BS 476
CP 643 Firestop Collar*
~
:.r= ~
llestnmmr llCSl :~ ~~
CP 643 Fuestop Collar , CP 6G-50.l1.5" OOJeiu07
CP 643 FU!Stop Collar , CP K~T w3tlnOB CP 6~3
CP 643 Fl!!Stop Collar , CP~T lAWl /~
CP 643 Frrestop Collar 1 CP ~i'OI4" 003l:ii7'1 0
. in::!. ~:e;Jlng ho:ws
Fasrenin; Hoole 3D CP 643-hoole w;,suJ/ Ul
Simplicit,v
1=: L, .1
f
~
Confidence
Value
14
1 -800-57HOOC
~
CP 642
Firestop Collar
Product description
. Gal;ilnized sheet stee1 cornaining se~ons of
mnImescent material (designed to !XDand when ~ to fire)
. ~ firestoppinlllarge combustible pipes
Areas of application
. S:2!ing combustible pipes trom 6" to , cr in diameter.
. 5:J2:lle for:
- \:ented or closed pIpe
- ?VC. CPVC.AES.FRP~ PVDF
_ ?neumatic tube conveyors with 1\'10 hnes (mail)
- ?:zstic pipes with acoustic insu~on
For use with
. C;j:;crete. masonry. Vlood floor assemblies and g~'tls"Jii': walls
. V;a11 and floor assemolies rated up to 3 hours
Types of installation
- Wall: two collars. one on each sioe
- =-IOOr: one coUa~ on underside (DOnom)
Examples
. V,'2Ste water pipes
. ;:~sn water pipes
-.. ,-
System/Product advantages
. S;-.ap connection 10i Quick and easy closure withou: 15e of c tool
. ~justable position tailS tor con~nient tastening
. ;scoy to use out of the package
Internationally tested and approved
<@>
A_OYEll
Jer~"'-
; ~_"IIS:I'Y___~C--""'---
I ~~s,.., (' FlU.. VIX) DI' CAVITY....T9llIo:.S \
\ t.@OCLA$SlFEOBY
UNDE_lAIlOAATCAES.INC.
QL FORUSE~no< \
\ SEE IlL. FIRE ~...a DI"lE:;'Tt)RY i
\ British Standard I
BS 476
CP 642 Firestop Collar*
~
~ rr.:xm;
~ \llGl :~cr. I1!mMl.
CP ~ FirestDp Collar 1 CP 642-16016" 002367D9
CP ~ Firestop Collar 1 CP 642-2001E'" 0031 0084
CP ~ FirestDp Collar , CP 642-250tltl" 0031 0085 C? 6~2
- Jr.:.. ;astening hoor.s
F2S".!ning hook 10 CP 642 hODk 00Z36ii ,
S::.= :ion
Simp iic ity
I: a,.(
Confidence
Value
16
1-80~-E:;-E::
CP 642
Firestop Collar
Product description
Galvanize::! sheet steel corrtainin; sections of
imumescent rr.at!rial (desi9~ ro expand when exposed to fire)
For firestopping larpe comb1."sti:~ pipes
Dimensions
CP 642 Collar/plastic pipes
n
DeSl~:1atlon
Pipe oU:SI:l!
dia.(m.l
C::t:a~ oL.'lSl:!!
:!ia. [m.)
C:lt:ar
Hei~m (in.l
,. ....
".. .,.
n::)G i~
Z'~!'
Product features
Ready.t~'1.:se collar. no C:ll1s:~::i:l:l reouire:l. u-&!.'!!ore
t2st inS21~a,ion time
'Adj1.:Si.a::lIe.rmO\'e2Dle t2sre:un; ~s
C? ~2-i6aiF'
C? 6'2-200!5~
C? ~2-Z5o.,0-
5.::-6.3
i.9
9.B
E.2
'0.0
~2~
<:.4
6.9
9.'
i
;
Approvals
IC30 Evaluation Servl:!. In:
Calilorma S:a:e ~Ire Mars~.al
CiTY of New Yo:t
CITY 01 L:ls t,.:.oeles
:'!::l.": No. 507'
L:S"Jn: t~o. i 200:' C5
;!:lO~ r~o. M~ li 3-5-M
:'.!S!2r::J R!:lor. 25' BS
Tested in accordance with
Ul'479
ASiM E Ei4
Installation instructions for CP 642
, L~ ~
L: .., ~ '"
! . . ;:;:....... . ~ ;- "
12~ ,,-.
..... ,.~ .~.
" ~, . ~
. ~~~
1. CI:ar. Olas,l: "1;1:.
2. CI~s= rer;;aininp g-~ ;r, 3. Close co/lar.
proV!== smOKe and c;:s
l1gm s=al.
5. Fasren collar a;::
ir!siE/Jarion pia::.
(If reoulred)
~pening
, _ Si:.an tr:: :!:251i: :noes. :x~ans;:ii o~ ~:i: intu::-..s::n: material
:u:in~ a ~:;-: 2:!S lC :105: tn: :~stlC rH~~. Very ::~y ploes 'I,'lth.
7:r eX2m~!:. rerualns of ii1~:La:-. ;:-;ay l:.20 1~ c C-:2Y In th!S
:iosing 2:,lon. 3i:!:ly solie: :;~.:: oloes snour:. ::-:erefore. De
cteaneo If; me aree wnere t;,,: S? ~2 flresLOO ::;!:a: is to
:le Installe:.
Appli:ation of firestllp system
2.. Seal the c~ening. Gaps m1.:~ t-e clcsed w:th :=S-JN:.. The
~:lrovet metnocs ...ary ane a:: grJen Ir. tne s:;=* UL system.
, Sicse the :? ~2 firesIOO colia:. Place Ine C? 5-:2 fireSIO:; :ol:ar
around the O:2S!I: :J!:l: ane IC:i: :rJe cicsure wr.l: f;~, pre~sure
until it :2::nes.
~. A7'.ach ~2stenin~ hOOKS. Tne :2S::enin;; nooroS ~::-, :l: 2';".2C:1:: Ie
\"2nous OOlii:5 or. toe lileial h:::s:ng. This allo\'::, U'r! ~astenmg
:Joints tc ~: mac: to sun tn: s:;a:e a>2iiable ir. ~i case.
ihe hooiroS mus: De ::Sl,ione: 2S: syrnrnetri:ally ~ :J:lssiel:.
ihe recuire: nUi7::e, 0; :2s:e:::::;; nOOKS IS Jr.:::::!"''':: on
:::: oa:kag:;;;;.
~. =25tenmg Ine C? 5.:2 jires::: ::;;a1'. Qnly wne;. ~ened o;:J~:ny
:a.n CP 5~2 orOte:: agaH':S: ~i:-: ::S5In~ ::1rou;:::.
- Marie the tas:emn; po::o!s.
Drill holes witt'. e ~illi rcta~~' ::a:7lme; crill C.: ~ 5) or.
oep!nc::t~ or, jas: materia:. ~t~n :':SlnG riitf ::lYJer a=:L:zte!:
LOolle.;. ::X~ !QL
I = : ...... _
~,
~
.,..
4. At".a::h ;2Siemr.; .1:):)1:S.
- To secure tne CP 5~2 ~;;:s::l: :ol;ar. 1.:5: Hilti ai'::nc~-;-~;::~::-
rOi mamienam:e reasor;s. ~ :::1e,ratlon sea! coutc ~:
;>eriloanently market: W:::-. !::-. ::entifi:atior. D;ate. in S::::-. ! ~;;.
i7.arK tne ioentitic2,IO;'. :;!:: an: tasten It I;', a v:sible ~~s::;:;::-
next tc the seal.
Notice about approvals
. Wnen IT.aKm~ a pipe sea: L!S::-:; :-iiltl CP ~2 Intumes:::,:: ;:-:;eS"~=
Collar. 01e2S: refer to tne L'~ tl;e:toiY or Hilti FiresIoe :.'.2nl.;!, :::
restrictions as to opemng se:. Ly~: ane thickne~s of wa!' Pi t:::
maximui7: :llpe diameter. ei:_
Hot tD be used...
With foioe~ and coilec ~i'te::-:7':~~ an::: :as!-iror. D:~es ::-::: :e:::e:
1:-. highly corrosive surrouo::::-:;s
. With ur.a~oroved an::noiS'-;!s:::-,:;s
Safety precautions
Keeo out o~ tn: reach of chi::;:".
Reae the material safety O~~ s::ee:.
Storage
St~r: ~i1!:,: 1:": ::--Ie o:-igir'IC: ::::~~gi:l; j:,", G IO:Gtt:lf, Dr:Jt:::::
7~orrl ii10:s~~r:.
17
.1-1
EMERGENCY AND FIRST AID PROCEDURES
EYES: Flush with wate:' if dust. oe::~s. etc. from wont ovemead ge~s Into the eyes. Do not r,;:::l t~e eyes as trlls ca:-: ca:.:se
comeaJ abrasions. Call a pn)'SlCla"l r. irritation c:x'l:nJes or if reoness. swelling. or slmiiar syrTl:::ltoms o:::ur.
SKIN: ?ractice g:xx:l hygiene; i..e. wash hands d:.rn; :Jreaks. before eating or smoking. and after worK.
INHALATION: No first aid shouIC :>e needed. If iI effects occur. move to fresh air. I~ symptoms pe:-s:st. seek medl~1 a7te:1tIOr'..
INGESTION: Not a likely route of exposure.
OTHER: Referral to a physician is re::ommende= i: there is any question about the seriousness of tne injury or exposure.
CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
VENilL.A.TION: General ~.e. natta' or mechani:aly induced fresh air movements that maintain va:::lor concentrations below
recom."7lenoed exoosure limits).
EYE PROTECTION: Safety glasses re::ommence:: Jr. most industrial settings.
SKIN PROTECTION: None reour-e=: however. i::::r..on) gloves re::ommended.
RESPIRATORY PROTECTION: No respiratory ~:tion is needed for normal application of this proou::t. If any dust is
gene:a!ed dunng use or during a"lY ::urting or g~ operations. use a NIOSH-approved dust mask.
PRECAUTIONS FOR SAFE HANDL.ING AND use:
HANDUNG AND STORING PREC;'UT/ONS: St:T: in a cool ory place.
SPILL PROCEDURES: No soe::ia "eouirements.
REGULATORY INFORMATION
OSHA HAZARD COMMUNICATION: This Mater.a: Safety Data Sheet has been prepared in accor:::an::e with the iederal
OSH':'. :-iazard Communi~tion S:ar:=ard. This ~ is consioered to be an "article" under that s::an::::ard.
DOT PROPER SHIPPING NAME: ~~on-regulate::
TSC.I. INVENTORY STATUS: Che:':ll::al componen:s listed on TSCA inventory.
SARI. TITLE 11/, SECTION 313: T.,:s oroouet ooes not contain any mgredients suoje::t to repor-in;; unoer reauirements o~
Se::tl=r: 313 of the SU:::lenunc Ame:::::':lems and R<>..a:JthoT'ization A::t ot 1986 and 40 CFR Pan 3'72.
WASJ': DISPOSAL METHODS: C:~sul: with re~.ory agencies or COr=Jorate pe:-sonnel ior ::!s:l~sa: metnoos that CO;71:lIY
witn :::~l. state. an::: federal near.:-. E~::: environ~ regulations.
CONT.l.CTS:
T:CHNICt..L:
:-E]"L IH!S.';;:Ei~:
Jim 'Tar.:
Steve G:er.ard
(x6772)
(x5303)
Tne 17':-::::.nation and reCO;71men::::a1;:-:S contained ~Ir. are based U:lon oata oeiieveo to ::>e cnrre:;:: n:lwever, no gl,;a,an,:: c-
war.c.~:y of any kind exoresse::: 0' r:::;iied is ma:Je wim respe::t to the information :lrOVlded.
MSC:: N:l.: 236
Paoe: ::':'.3= 2 ot 2
Simplicity
Confidence
Value
1= ~.~
135
1-BOD-E7~-ECC:
Material Safety Data Sheet
~
EMERGENCY AND FIRST AID PROCEDURES
EYES: Flush with water if dust. oetlris. etc. from wert overhead gets into the eyes. Do not rub tne eyes as t..,is can cause
comeaI abrasions. CaD a physicia:l if irritation c:ontir-..es or if redness. swelling, 0: similar symptoms occur
SKlN: Practice good hygiene; Le. ..'2Sh hands during breaks. before eating or smoking. and after W:lr'K..
INHALAnON: No first aid should be needed. If ~ effects occur. move to fresh air. If symptoms pe:sist, seek medical attentior..
INGESTION: If conscious. -give pIen:y of water to drink. Do not induce vomiting unless large amounts are ingested.
Never give anything by mouth to an unconscious ~ Contact a physician immediately.
01HER:: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure.
CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
VENTlLATION: General (t.e., natu:'a! or mechani::;aJly induced iresn air movements that maintain va::lor concentrations below
recommended exposure limits).
EYE PROTECTION: Not required. however, safety glasses should be worn in most industrial settings.
SKIN PROTECTION: None require=: however, (co:ton) gloves recommended.
RESPIRATORY PROTECTION: No respiratory pr:r.ection is needed for normal application of this product. If any dust is
generated during L!Se or during a."ly :::r.ting or grin:iing operations. use a NIOSH-approved dust masK.
PRECAUTIONS FOR SAFE HANDUNG AND USE
HANDUNG AND STORING PREc.:.unONS: Store in a cool. dry area.
SPILl. PROCEDURES: No spe::::iaJ requirements..
REGULATORY INFORMAnON
HAZARD COMMUNICATION: Tnis ::lrodu:::t is co~ered to be an iarticlei as defIned in the feoe~ OSHA Hazard
Com.":'l:Jllication Standard.
DOT SHIPPING NAME: Not reguia:ed
TSCA INVENTORY STATUS: Che::u=al compone.T.S listed on TSCA invemory.
SARA TT1l.E /II, SECTION 313: T.~ product does not corr.ain any toxic chemi=a!s which are sU:lje::t to reporting under
Se::tO:': 313 of SA.~ Title III (40 CrR Part 372).
WAS;E DISPOSAL METHODS: Co.-.sult with re~ory agencies or corporate pe:sonne! for d:s::l~sal methoos tnat complY
with b::al. state. an:::: federal heal".r: a."lC environmerr.aI regulations.
HEALfi I SAFETY CONTACTS: S:eve Gerrard
w~rry Metcalf
(x6309)
(x6704)
The lrf.::mnation an:::: re::ommenccru::;.-:s con:aine::: :-.erein are based upon ca:a t>eiieved to be carre:::: noweve~, no guarame:
or v.-a.-;a."1ty of any kind expresse::: c: Impiied is r..aoe with respect to the information provioed.
MSDS 252. Page 2 07 2
Simplicity
I=:~.I
Confidence
Value
137
1 -BDO.57;.::::
CHARLeTTE
PIPE AND FOUNDRY COMPANY~
Part No. 706-X
P-Trap
(H x H)
1112
03668
25
1225
.
- .- --- "'-'?J
IIIfF/Of/i.1
SPECIFICATION
Furnish and install Push & Pull closure and
1-hole overflow plate as manufactured by
LSP Products Group/Rapid-Fit. Available for
ASS or PVC Schedule 40 installations.
DESIGN FEATURES
D Designed with theft and vandal resistant,
solid brass push and pull closure.
D Provides a watertight seal.
D Ideal for use in hotel and motel
construction.
D Coarse thread strainer.
D Patented design.
D Units come individually bagged.
.,...IIii!!!
PRODUCTS_ROUP
3689 Arrowhead Drive, Carson City, NV 89706
Phone (800) 854-3215 Fax (800) 243-1777
E-mail sales@.lspproducts.com Website www.lspproducts.com
Contel'lt matter is subject to change at any time. It is the user's
responsibility to ensure the most updated revisions are obtained.
RF/S-2003 (03-02) Rev 1
SCHEDULE 40
TS-8 PUSH & PULL
WITH 1-HOLE OVERFLOW
Specification Sheet
PART NO. FINISH DESCRIPTION
R-0457 -MT ABS CHROME
R-0469-MT PVC CHROME
PARTS ASSEMBLY LIST
1-Rapid-Fit Push & Pull 1-Strainer Elbow
Stopper 1-0verflow Elbow
1-1 1/2" x 11 1/2" TPI 1-0verflow Washer
Strainer Body 1-0verflow Plate
1-Strainer Washer 1-21/4" Screw
2 27/64"dlameter
14 ~I
f
1 3/8"
1.
I" ~I
1 518" 1.0.
Stopper/Strainer
1 112".11 112" thread
Overflow Plate
Product Submittal
Job Name
Date
Part Number Quantity
Architect
Contractor
From: 651-905-3678 To: Robert Hutchins
Date: 61412003 Time: 4:19:10 PM
Page 1 of 4
Wensmann
Homes
RHS Building/1895 Plaza Drive/Suite 200
Eagan, lvfN 55122
Phone: (651) 406-4400 Fax: (651) 905-3678
For Your Information
To: Robert Hutchins
Fax Number: 19524474245
Company: City of Prior Lake
Date: 6/4/03
From: Mike Vallez
Fax Number: 651-905-3678
Company: WensmalUl Homes
Pages including cover page: 4
Subject: Meeting Minutes-Lakefront Plaza
Comments:
Team Members!
We are in the final push now at Lakefront Plaza.
Please help us achieve our collective goals!
Thanks
Mike Vallez
WinFax PRO Cover Page
From: 651-905-3678 To: Robert Hutchins
Date: 6/4/2003 Time: 4:19:10 PM
Page 3 of 4
progresses, the canopy work can be completed on
the courtyard side.
8. Tappe will be back on the job on June 5 to proceed
with the commons deck, framing the canopies, etc.
9. Vinyl siding is proceeding on the front of the
building.
10. Metal roofing will start next Thursday, June 12.
11. Interior Drains for the 2n floor decks over the
retail need to be installed and coordinated with site
drain piping-roof drain leaders on site.
12. Sitework will begin June 18.
13. Need a sprinkler layout from Curbside.
14. Gresser should build the trash enclosure footings
before June 18th when Ryan starts grading.
15. Ryan needs revised site plan- At city in review
now.
*- 16. The roll up door at the restaurant entry will be
. manua~eral~.Q,J}9~p~wer()p~rated.
17. Harmon Glass to provide additional door at new
Erie avenue entrance. Entry doors to stair wells
should be by Hannon, with hardware bY.MN !~
Valley. t1-~__ Li~\C. . ~\~)C~~ptf
18. Suggestion to install trench drain at foot of entry
drive.
19. Plumber needs retail floor plan to drill holes for
plumbing.
20. Harmon to release the storefront for fabrication
with confirmed dimensions and lay-out from
Wensmalm.
End.
TAPPE
INFO
SPECIALTY SYSTEMS
WENZEL
RYAN
CURBSIDE
INFO
WENZEL-GET CITY
APPROVAL FIRST
HARMON/WENSMANN
bO'-O. ~
15'-0. 15'-0. 15'-0"
12'-10. 12'-10'
1'-1" FR. Iq FRoliC! 1'-1"
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JUN-04-2003 04:03PM FROM-Wensmann Homes
6519053678
T-558 P 001/006 F-245
DATE:
TO:
FROM:
FAX. #:
CW~:~~~NN)
. FAX COVER PAGE
~14/aJ'
r<c~~~t ~~c~~V\.r
Mlk V~l\~2-
J)2-'447-42-4-)
NU1vIBEROF PAGES n'rCLUDINGTHIS COVER LETTER: b
SUBJECT:
-tkre- ;,
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\0,kkhl j,,,
j~flNcW
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IF TillS FAX TRANSMITTAL IS NOT CON1PLETE, PLEASE CliLL
OUR OFFICE AT 651-406-4400. THANK YOU!~
flf.VJf ~vP-JVt uJJTiI.. /.r?~1.ad) ~ ell] v./JC-I~
IJ
RHS BUILDING
i 395 PLAZA DRIV1~
SUITE ::WO
EAGAN, MN 5512:1
651-40G-44 DO
FAX 6S 1.905-3C;n
JUN-04-2003 04:03PM FROM-Wensmann Homes
Date: May 21, 2003
RESPONSE REQUIRED BY l\-!AY 26m
Fl.x MEMO
6519053678
T-558 P 002/006 F-245
;T-~~
~ \VEm..N :~.'~N)
C ': ~r=jj~1
.~:c~
5 Pages
Re: Lakefront Plaza! AsI 23- keJised Roof over retail entry; Added '"vestibule and corridor in retail
area 140.
To: TEAM MEMEERS CIlECKEI) BELOW
CONTRACTOR
X Cities Elec. Scott Jordan 2003-772-9285
Cities Elec. Steve Soweja 65 1-463--4347
Fireguard Todd JohnSon 651-748-9143
X Fireguerd Dave Niesen 65'1-748-9143
X Gtesse( COile. Mark Ras. 65'/-454-4850
X J. L. White John White 95:!-492-nS8
KMAC Scott Ryan 320-587-0650
X Lakewood Glen Koyer 95~~-736-0359
X MCI Mark Math. 95;~-461-6275
Molin Cone. Scott Northrup 651-786-0229
Ryan Cant. Tyler Enright 95;-894-3207
X Sedowick; Scot McCleod 95; -881-4491
Schindler EL Pat Nielsen 651-406-5321
X Specialty Sys. Blii Reynolds 95~-894-0687
Steller Cone. Dave Joslin 952-808-9211
X Tappe Scott Sample 661-994-0300
Villiume John Hummel 651454-8556
Wenzel Bill Borrell 651-452-0367
Whiterock Willie Adams 651.431-4410
INTERIORS
American Ltg. Karen Westlund 952-233-8221
Creative FIrs. Tammy Cumnins 952-233-8211
All Inc. Pat Lanagan 651-292-0541
X Bul/ding Insp. Bob Hutchins 952-447-4245
X Mike Rentz Wensmann 952-440-3523
DESIGN
X JSSH An;h. Roger Johns. 952-935-0878
X Blanchard Eng Bill Sianchard 012-861-6361
X Steen Engin. Steve Youngs 763-585-6757
Pioneer Eng. Nick Po Ita 651-681-9488
X D&L Design Diane/Linda 612-338-2922
_.- .... - -
Attached find ASI No. 23 to incoq,orate into the work. Please advise the cost of this work before
proceeding. Electrical and Mechaniccl is to be design-build for the new corridor at retail space 140.
PLEASE RESPOND WITH QUOl1~S BY MAY 26, 2003
Nfike Vallez
RHS Building
1895 Plaza Drive
Suite 200
Eagan, MN 55121
6SlJ406-4400
Fax 651-905-3678
JUN-04-2003 04:03PM FROM-Wensmann Homes
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6519053678
T-558 P 003/006 F-245
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SUPPLEMENTAL INSTRUCTIONS
AId DOCUMENT ~"10 - ElECIROMC FOllMA.~.
PROJEG:/AfdtefItt>>JT ~~~
. :PP'fD1I-~~/I-1N.' . , IN5TRU IONN6:1'W&lJ1"'(_~
O~ER:W~SI1~1J Afc~e,S ARCJ:iITE ': . " .'
~, MI\J , . .: 1'-' I ~ARCBlTECTS, INC. .
: . " .... .1. . 14525 Bighwasr7 Suite 375
..: .' . . . ". . ARCBJ:l'E n<<:.. MiImet.oIJka, MN.55345
'~~~~E:rs. : " ._~ft.~ . ~. . ~.'U-."I ~~_. \ .. '.
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Ibe WOIlt; sO:1U be c::um:d out in :la:CJzd:Da: lCIl.b. tb~ mstruCtIOrxs. U1 acco ,. e atr.la.
Dcxu:ments witholrt cLange ,in Coat:1::Ict Sum or CoD~ Tune.. ~ - the Wad in 3CCCIdaoce with these iDstrUr:tiOI1$
indicates yourad:nowlcdpm:nt th3t:thc:te-wiIl be ~~nge ~ tIie Conrnct Sum [' Caub::u:t 1ime.
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OCT-it-2002 04:24PM FROM-Wensmann Homes
6519053678
T-200 P.001/005 F-869
OG ~ \~(QV .
CW~~~NN)
,PAX COVER PAGE
DATE:
10 [11/02..-
r
J(.,\,.wt H.klw:~
J*tk Vtt. \(e_ .
--.:t ~z.-- 447 - 4z 4 5"
TO:
FROM:
FAX#;
Nillv'IBER OF PAGES INCLUDING THrS COVER LEITER:
.:>
SUBJECT:
~! ~"",~~ "Ie
r
~[~-{ tlkZ4-
0a....i!e -
\
&/2., 2. 2..' - -7 r 45
IF THIS FAX TRANS1v1ITIAL IS NOT CONIPLErE, PLEASE CALL
OUR OFFICE AT 651-406-4400. THANK YOU!!!
.J'
....-
RHS BUILDING
i S9S PLAZA DRIVE
SUITE :;'.00
EAGAN, MN 5512~
651-406-4100
FAX 651-905-3678
OCT-11-2002 04:24PM FROM-Wensmann Homes
8519053878
T-200 P.002/005 F-889
(\VE~~)
www.wensmann.com
FAX ONLY LETTER TO 952-447-4245
October 11, 2002
Mr_ Robert Hutchins
City of Prior. Lake
16200 Eagle Creek Ave. S.E.
Prior Lake, MN 55372
Re: Lakefront PlazalFlammable Waste Tank
Dear Mr. Hutchins:
We would like to ask for your help and suggestions on a construction scheduling issue we
are dealing with related to the plumbing and flanu'nable waste tank.
The 99% plumbing plans are out to bid, and I have now received the final 100% plans. I
will submit to you for your information early next week. The 100% plans have been
submitted to the State, and we expect review and approval within days, not weeks. (OUT
place in line for the review was '~reserved" with the submittal of an underground
plumbing package several weeks ago.)
The proje~ schedule requires that an order for a flammable waste tank and sump tank: be
made.' and those tanks installed, before a plumbing <;ontnlctor is selected. Refer to .the
layout of these tanks' on the attached partial plumbing plan. (Steen has calculated the
required inv~s fOT the tank. and showed this infon'nat~on on the plans.)
Ryan Contracting. OUf siie contractor, is a l~~nsed plumbing contractor, and my first
thougl1.t was- to ask them to apply for'a permj~ to the City install. the tanks in line ~th our
schedrne. Please review this and let me know what can be done. . .
','. .f
tty~
Mike Vallez'
Ene.
cc: Mark Breng1TUl11n, Steen...EBgineers
Terry Wensmann, Wensmarm Homes
RHS Building
1895 Plaza Dlive
Suite 200
Eagan, MN 55122
651/406-4400
Fax 651/905-3678
OCT-11-2002 04:24PM FROM-Wensmann Homes
851Q05387B
T-200 P.003/005 F-B8Q
Midwest Tank Company
~
Sbulcf_rd Inf1R.........~hle Waste Trap
Model No. AI006
S.
8'
S"
IBM
3' 11"
I
I
---1-.._
Vent
-i j- '-114"
I
r 3/8")( 23-3/4" Oia. Roar Plate Cover
,/
3"
o
Vent 3" Pipe
3" Hole in Tank
Inlet & Outlet
4" No Hub Pipe
.
,
.
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if ~ 411 Dto,
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4.2" 1.0.
Orient Dpenings as in Plan View
...'-.------.-
"4" CClne & Neck
3/16" Shell & Bottom with Protective Coati ng
35 CU.Ft. Capacity
Shop tested with 5 PSI (test certificate supplied upon request)
Meets the Minnesota State Plumbing Code for Inflammable Waste Traps
Welding performed by a qualified welder (a welding operator qualification
test record per QW 484 provided upon request)
DWG. AIOo6
11368 197th A'Vtn lJe . Big L:J ke. MN ';5309 . 6121263-0':'47 . F^:< 612/263-074~
OCT-11-2002 04:24PM FROM-Wensmann Homes
: ~ t~-tl
I I I 3. FD W)"
I _" e: SEDIMENT au~
I co ,,- I I -4" .' · ".
1 r-~ - ~ r _>-FVl_I--:::...~
.. 2"-P"" 7'-0" PEEP
I ' SUMP ;ASIN ~.. 2:2. . ~
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I I I I 4. WASTE SnlB FOR ---.-- - - .~-
T ' I FUruRE RETAIL (28 FU) ''"',
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8519053878
1_. .J I.
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. -. :1
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---.....
T-200 P.004/005 F-8S9
MAXIMUM INVERT 944.09
AT INLET
BACKWATER CHECk VALVE
Fl.AMMABLE WASTE lRAP.
SEE DETAIL
3"' R..AMMASLE WASTE TRAP
~T mow FlOOR AND UP
TO ROOF'
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OCT-11-2002 04:24PM FROM-Wensmann Homes
8519053878
T-200 P.005/005 F-889
!' ?~:: ~,..:
" ',~ ,~. :
Midwest Tank Company
..
i.
S1ao.d8I'd Steel Sump Basin
Model No. See previous page
1" Hiff Coupling -
(far cord)
- Discharge
311 S" Stesl Con$truction
Protective Coating InterIor and exterior
Vent --
~"I t f
Sump Basins 36' Cia. and lardsr-
Cne Pump Access HatGh will be provlaed
for each pump required
2.'( I( .
DWG.. A4441
17368 197Lh Avenue . BI~ Lake, M~ 5~309 . 6121263-07'\7 . fIt\~ 612/Z63.0748
DEC-12-2DD2 04:23PM FROM-Wensmann Homes
6519053678
T-928 P.DD3/DD6 F-2DD
Blanchard Engineering
..... IIIS...Jl_J _1,.0- --..
6936 Washburn Ave. S.
Richfield, MN 55423
812-881-6381
December 12, 2002
Mr. Roger Johnson
JSSH Architects, Inc.
14525 Hwy. 7. Suite 375
Minnetonka, MN 55345
Re: Lakefront PIa23: Prior Lake, MN
Dear Mr. Johnson:
This letter is in response tc the framing c;;antraclgr's request 10 use staples 1br the OSS wall sheathing
and coij nails far the gypsum sheathing. /l
Contractar question 1: Can we use 1 % staples for ~II sheathing?
Response: I have reviewed the '997 UBe and not found a reference m the use of slapIBB tc attach
OSB in Sedion 23 Part II. /it
_ t',lL ON 1+,,/
Th8/l!lfDre use 8d comman or aalvanlz8d ~ nalla. Nail _elM III f:D bill 4" _elna at eda8&
and 12" ..-Ifta ." thelleld. (Refer to details 6 & 71 $-5 and use Table 2a-I1.1-2.)
ContractDr question 2: Can we usa 1 % coD nall8 for
Sincerely,
U, L. O'l-(p
l)tlAll-- /\4- c7,J
As
p,-~S
~~# ~~C~~~/
William G. Blanchard, PE
structural Engineer
I hereby certify that this specification was prepared by me or under my direct supervision and 1I'Iat I am
a duly licensed Praft!SSiOnal Engineer under Ihe laws of Ihe state of Minn-*.
Date 1'2..-fz,,<1-z--u.c. No. 19567
Enclosed:
1997 use Table 2~1-B-1, Table 2~1~1-1. & Table2S-i
Cc: Mike Vallez, Wensmann Homes, Inc.
Mike Rentz, Wensmann Hames, Inc;.
DEC-12-2002 04:23PM
TABI,.E z.HI-I-1
TABLE ZJ.IJ"'~2
FROM-Wensmann Homes
6519053678
T-9Z8 P.005/006 F-200
1.7 UNIPORII BUILDt"G CODE
TASL& z:s.o+1-AU.DWABU: SHEAR FOR WIND OA SEISMIC FORCES 1M POUNDS PER FOOT FOR WOOD STAUCi'lURAL PANEL
SHEAR WALLS \IIrrJ1ot FRAMlNC OF DOUGLAS FIR~ OR SOUTHeRN PINI!1,u
PANELS ........D~TO ~ =eAI"I'U!D~~1I=
011I ....... Ct. .... :n.-
IIIIIIIIUM :=== ...1...... " ...... ut- flILJ ................ E.llpa (\11,)
........ NItI!L ..... ll....._ ....- x..__
~ IN==:" ~ . I I :I :I ~ I
.. . . . . I a
.. 2S.&WIllIII -..... II .............. lIIiIU..... "I UMI.. N/Inm
.....IIAAK ~ ..,.
slu, II,.. 6d 2.DO 300 390 510 8d 2CIO 3m 390 S10
SlNclllllll ] "'s 23(14 I J60I ~ 610.
7/1,. P/% ad ZSS. 395. s~ 61f1& 10d 28D 430 s.so 730
IS/'J2 280 430 SSG 730
151']1. 15/8 IOd 34Q 510 66S 87D - - - - -
5/16 JI/. fiG 180 210 350 450 8cl 180 2'70 350 450
CD, C-C 3/. 2DO 300 !90 SID z.oo JOIJ 39D 510
Sbealhin plywood J/I/. 220' 32iJ4 410' s3cr1
P*l'i~ :mil '1/l6 ]1/:r. 8d ~ ]~ 4Sf1I' 58S. IUd Z60 380 .90 640
Olbc:f~des a)vc::n:d
inU S~ "/32 Z60 ;380 490 640
2).2 or 2>3 Ishz Is/1 lOel 310 460 liDlI 770
~ - - - -
1'/3% ~ 510 66S 1170
.... - _'Sla
~ I~
~
Ply.aad pulpl "If' J1/~ 6d 1411 2](1 215 360 8d 140 210 27' 3M
sidior. ia pIId~
a)V~n:d In vile 'I, ]112 lid 160 240 )111 410 IlId J60 24n 311I 410
S.....rd 23-2
lAJI panel ellsa backed ""ilh 2-ineh (5 J IIIfl1lllOmillill Dr vJUIr:r ~in&. PBnds iftlll..llal chller hariZDlIUIly or veniallly. $pia: nail!; 81 Ii i11l::haa (1~ mm) 011 c:elller
IICIIIB IlIlCnncdilll: rrunill& IIIclll~ ror '/~nd1 (9.5 mll'l) BIld '1I,-iDcb (1111III\) plIlICls iMtal1c.d on &lud~,,_ 2A iaclElI (610 11'I11I) OIl Gtnler land 12 indall&
tHIS mm) OD c:nler fDt oUler COIICfiliOflS and p;llIellJlldc,n... Thcsz vlIl~ :inI tor 1Ihort-lillle laadl< due ID wind en eanbqullb: IIIHIIII... bI: !1ldllccd ZS pc:l'QIJIl
tar 1IOlIDIIlloadina.
Allowable shear "lIhlU rQr nallll in f.-ins mcm~11I or alhcr sp:cie5 ~ fanb in DivilcioD lIL PIInlll. 1I11a1/ be calo;ubu. for III Cll.her ~C!Ilty tnul1lp1yia,
\he: IiI1clII' c::Ipllci1ie/l for nAils ill Sll'IIdurall by lbc following (Ktar;l o.~ fpr lIpI:dcs wilh .cirlC J:fIIvilY {l1ClIler limn or cquallP 0.42 bull~ "'Ill 0.49. and
0.65 for 'JXCia wllllll spccil"1C pvily ItW '''-11 0.42-
2Whue puGI,; IfIl appliad an taocb raer; Dr. ....11 and Mil spadD, Is lCSli IbllD Ii u.:hCll {lS1 mill) all &:aIler VII lillIr:r side. panel juiu.hlU he Q(l'JeIIO (nll CIIl ClilTrnDl
rndll1ilg membc1s or rrlUlliAB "'al' he 3-iN:b (16 11Im) nClllliDllI 0I1hickcr lIIMIlIIIlIs an aeh side sball tlc :l11SBcn:tl.
'Whe~ allowable ,bAr n/uar. elI_ 350 prIIIIId!l p;r r_ (5.11 N/IIIIII), ruunlblian ill/ pi.. Ind all rnlllUac _bI:JS n:=ivillO IGF llliling [rom abllltillS pq\ldl5
.ba" pol be le55!bl111a ~inclt;: "'inch (16 mm~lIOmlnallllcmJw. Nails Ibtll be: JI.llgCrcd.
<<'Ihc values [or 'IH-illcb (9.s IMI) ud '/u;-ind! 1111'I11I) panel$ ~p1icd d~ 10 t"""iIIS IIIIIY Ia: incrc:lRlllD v~11IClI show, far IS/3:-ieeh (12 nun) lJI\IC"- prc.vidW
Kllds all!: spac:&!d H maxlmllhl or 16 jncba; (4 nlln) on CZJIlcr ar pam!1lI11'l! Ipplied with loog d/aleNlion - 5'Uds..
SOalVGlli=cl nailo; shall be hol..cfippcd or IUlllblcd.
TABLE ZM+2-AlLOWABLE SHeAR IN POUNDS PER FOOT FOR PARTJaslQAAD
SHEA" WALLS wmt FRAIlIING OF DOUGLAS FlA-lARCH OR 9O\mteIUI PtME102.S
~.......... D1.._.
~ ::-.:::r-..,t'(..~
.....~.....:::a --:- ....:::i:':C'IION :.: ... ... "III
I 1 . I a I a
MIW..~ ............ -===or JI; 1IJl1.. ... N/Inm
3/, 1'12 6d 120 180 I 230 300
318 / llh ad ""\. 130 JI,J 2AO 31S
M-S4 ud M-Z. I "12 140 210 350 D
Th 1:5/. llJdS JIS 275 36CI ~
:iI, 200 305 395 520
IAII pancI t4ps btekr:Il wid! 2-i11dl (SllDlll) IICIIDiDaJ or ...idrz fnuQing. Space nails II 6 inc1lcs (152 mm) lIIl =1If almtll inamedialJ liIIIIIq -- fIlr '/s-lach
CI.S 11IIII) ~tllosWled widllhc 1011I d....CII5imI ~11D sbldlliJIICDII ~ incba (6]0,ma) vA ~ BIId 12 iIIdIt$ (3OS -) ~ CQJIII' far oda tDIIISldons
IIIICI pWI Wc:k:nc&iai. '[bI!:Ss "'II_ IIIC fO( sJlOn-ciIIlc: 10Bd& dII& lD ..u.d CII' car1JIquIke ad must bit nMlllCIIII 25 pcn=m (Dr DCJriulIDB4i1lI.
AUo-bk sIIeI, "dues fer pails in fnmiDg ~ of alba spades lid btb in PivisioD.lD.l'ut W, sIIaJllIc c:alcul8ll:d fDt all pdc& by mJI"~ thc vall11l1
lor clImmOIl ud plvuizcd box IlIiIll by die (cIl/olIIblg .f:Ic1al5: Group m, 0.82 aDd G..,lv. 0.65.
2WhcR ~ 15 app/iId on bolll hcaB Q( a ..II _ lIIIiIapKigJ; i5 .. dwI 6 iIIcilcs (1,5211IIII) em I:ZII_ 01 dlJlr;r lid&, ~ jDjDtlI 11I111I be al!set 10 filii
C:G llUtcrenl fnlmiog melDtJat$. or framiII.lbaU he 3-iDdl (76 lIIID) QllImllal at Qljcker aDd naiJ& 011 adl side: j;1mII be sr.agerill.
3~ anow.b1e Sbelll "llua a=:d 350 JlOIIIIcII per fool (S.11 Nhul) foulladaa Ull plata and alllralllillglllClllilas RCZiville edae ...niIIg frail alluumg puac1s
ShalllKll be Il$lhlllll magic 3-_ (1~ DIID) nomiNi WADbc:L Nan. sball1:lc slagcrai.
41'raduc:u; lUll ~ l'OatlufacruR:d wlOl. e:.luerior gJuc uli 5ba11 be idl:lllif1l1d wim Ibe ~ -!slerior Gluc" fDlla\llkts w. .....~ .....~ ...~
3FramiIIs It adjoWag p;IIII:l cdps ...1 be 3-~1I {76 IIIID) namiDlIIl:If wldc.t and nailIl sll&l/ be 1lI11wn=d,.,bere: lad _lis lmviQI paadDlioll una f.ruIWlg at_
1IalIII1~/8 iItdlcs (41 11Im) are ..czd.1 iDdJd r76 11I11I) 01' Ic:llS 011 CIIlIl:r.
2-ftB
DEC-1Z-Z00Z 04:Z3PM FROM-Wensmann Homes
6519053678
T-9Z8 P.00Z/006 F-ZOO
LAKEFRONT PLAZA, PRIOR LAKE, MH FAX COVER PAGE.
To: ~ Roger Johnson Ji; Mike Vallez
JSSH Archftects Wensmann Homes
952-93540878 651-905-3678
1St Mike Rentz
Wen5mann
952-440-3504
From: Bill Blanchard
Blanchard Engineering
Sent:
12/12/02
Pages (Including Cover):
5
Subject:
Hamns Requirements
--Bill Blanchard
(0) 612-861-6361
(F) 612-861-6361
(C) 612-961-0770
DEC-1Z-Z00Z 04:Z3P~
FROM-Wensmann Homes
8519053878
T-9Z8 P.004/008 F-ZOO
I"...... ......r.- .
~ ...# __.... w..._ ..................... .............
TABLE 5-l...s.,-NAlUNG SCHEDULE
caNN~cncIII NoIILINQ1
I. 101&110.0 liIf BlrdDr, lDOIlIll 3-8c1
2. Bridsias lD joilIl, -U .--It cad ~
3. 1 ~ x 6" (25 IIdIl )It 152 mm) ~ or _ ta each j~l, faee DID Ud
4. Wider Ibu I" x ,,. (25 IIIID x 152.~) nId1_ Ia c:ach jail&, far:z: IRiI 3.&1
S. 2" (S11111D) nd:IOaot II> J- ot .ucla, bljDd and fa&z uil 2.-16d
6_ SGle pl_ RI ~oisl Dr blDCkiq, ~pir;:d faClt Dail 1&1 II Hi" ~4Llli 11IIII) c.e.
Sail: ~ UI JC*l or blacllins. II bl'.ll:ed wan paMls .J..16d ~ 6. (406 mm)
7. Top plaa: to 5lWt, l:51d II8iJ 2-16c1
8. Saad It;I $We paille 4.4ld. ~aaII or 2-16d. c:IId Dail
9. Double: filudli, fJ= DaiI 16<<1 1124" (610 mm) o.c.
10. Doutllai lop p1aI.es., typical faI:4 nail lCid aIlS" (406 JDD;\) o.c.
Dauhlc lop plalcs, IIIp spU= a-16d
11- BIar:kin(l bc1w_ jtlitls or rd'ws LO cap pble, IGenil 3.8d
12. Rimjoisllo lop 11112, loen:Ul Bd aI 6" (1~ mill) II....
13. Tllf' plates, Iup& UId iDursec:dau. face uil 2-1Cid
Ill. CaJldnllOUJ Mldu,twD pieI:a 16d a,lli" (406 mm) g.c. -lOog c:a~1I ~~
1's. ~ng joists to plBlc, I~ Hid
16. ~uous bead.... lD ~ud, 1000naU 4-1ld
17. Cdlillgjoicu, II1p5 cwc:r partiliollJ, rile:: alii! 3-1611
18. CciIhlg joisllllO palel raf\l::ni. fa= uajl J-I6d
19. AIIbr to pll" ~I He!
20. J" (2S ram) braCE lei Qc:h sl~ :&lid pbllA. r~ nBi! 2.Rd
11. I" X 8" (2.5 rum z 203 mm) ;llealhlD8 Dr IC!lIi 10 udI bQring. h= na;1 2-lld
22... Wider Ihan ]. x 8. (ZS mm )c 203 mm) shAlhing 10 qdJ bcarin" 'IC'C "ail 3-lId
23. Bllill-up corner lIbIds 1&11.124" (6l() mm) 0.4:.
24. Bulh.up girdel and beams 2(1cI 1132.- (1113 mm) D.c:. III lap and lIo1Jqm and S181JpRd 2.2.(ld al end:s Blld alll:llCln spllcll
15. 2" ($1 mill) p1l1nk5 2-1flcl al eacb bcarilll
~. ~ 1II1'11c:,unl panclli and panil;:\e...nI:2
SubDoor and wldl SIlcalhlng (Ia framillj;):
I~. (12.7 mm) &/ld jess l'IcI~
I 1"!o'l"..Vi' (l.S mm-19 mm) 8d. or 6d>~
"/~"-I- (22 mm.;z.5 mm) lid:!
] I/M--)]/, (29 mm-32 mill) 1 (Id- or &I~
CombiDII1Cll'l nbftoor-underlaymenl (IQ fllmitls):
3,,,,- (19 11IIII) alld leD 6dS
",,"-1" (22 mm.2S IZIDI) adS
Ilht-l1/." (29m~32"'",) ) OIl' or &cis
27. PlII1l:.I siding (10 Inmj~~
Ih" (1:z.71a111) Dr I:$'S 6Q6 .
SIB" 061Urn) 8d~
28. PilErboatd sIleadliDIl7
112- (12.7 mm) No. 11 58.8
6d'"
JS,~'J.. (;!.O mllll) No.. 16 Ila.g
,",0. 11 p. a
Sd.
No, 16 p.'
Z9. Ina:riar plncling
11." (6.& g)1lI~ 4dIO
3/.- (9.5 mm lidU
JCoJDlDOD or box .liLs Inll he lIICd e~cepl wbDce Dtberwise Sll~.
2.zooI.ils spac:ad I' 6 iIIdler; (152 mm) VII CDll~ III edges, 12 NC5I OOS IIUII) ill mlcrmatiala IIIppoflS acepl 6 iDc:balI (152 1IdIl) al all ~ w..~ IJIIIlS 811:
4S!,ndlu (1219 mal) or DlOIL Por uillllg of wOGd $lJ1ICNn1 pille! nd partidaboll'Cl dlaphragJJlS aad SbQf WII1s. refer ID SectioDll %3~.3..3 aad 2315.4. NDIb
for wall 5beiiJ.billJ ..y ~ commoD, box or c:uiDg,.
3Comlllllll or dcfonncd Wnk.
~~lIlon.
'JlefonDeclll1~
liCol1'OSioa~1 siding or cuW.s nails CliIllfClrming lD the JeIIwrCDIenls of Seaion 2304.3.
'7FUlallRI:lpIC4'43 mchCli (76 mm) Wll;lllllet III Ulerior !:d.. and 0 'Jl~CS (IS;! IIIID) 011 l:Zn1U III mtl:nnediall: 5UJIPIilI'l$-
II(:gm$OIHeUal.llll roafiq oails ...ldl11J6"1...~amallr (111l111l) bcid lIPd ) l/rilldl (38 mill) length for J/2-incb U1' mm) sheathing and 13/~.iDc:b (44111111 )
leagth fer 2S,,:z-\DeB (20 IIlID) sh....lbilllLCODfarming to !be .~r:s or Sec:ti0ll2304.3.
9Q,rriiBtoll-mislanl staples ...llh nelllbla",7'wiac)J (1llllm) C(DWII ud ll/s:-incb (29 mm) J8J1gtb for l/~c:h (l2.' mm) sbeathiar and 11/2-iDl:b (38 mm) It.nglh
tor ;l5/J2-jac)J (2D tIIIn) ...&bing ClOIlfOl'lllillg 10 tbe reqUllUDl!.l\lS of SeclioD 2304-'-
lQPanel suppons .1 16 illcha (406 1IIIIl) (20 illdll:& (S08mlJl) if SltCIIgtl axis ill tbe laq dln:cuon of tbe panel, lIDl_ olherwise IIIIrbQJ. CaGfng or finis" Mils
B~ , iacltd (152 IQIII) DlI P-II'.I tOMeI, 11 iDc:1t. r30S 1lIID) II bWsnnediall: wppaM
lIPi.1>el_P......... ",:U lochia (!ltC, ...m). e..ioe:'" riIlish ..ei.. ~ 6i......... (1$;1. UIm) .....JhluaI raJsa. 12 i......., (305 ram)., In~ ""'PpDIU.
2-282
~
DEC-12-2002 04:24PM
T-928 P.008/008 F-200
,., UNIFORM BUI.DING CODE.
FROM-Wensmann Homes
8519053878
- . eXCERPTS FROM CHAPTER 25
TABLE 25-1-ALLOWADLE SHEAR FOR WIND DR SEISMIC FORC:ES IN POUNDS PlEA FOOT FOR ve.mCAL blAPHRAaMS OF
LAnI AND PLASTER O~ GYPSUM BOARD FRAME WAll. ASSEMSUES'
....L~
TH1CIC.NDS &:lJ; IWCIIIlIII ....MLIIlI IWL alZl9
MATEIUl tInIlMlIJ SIIIM \fALUE
:II: Zi.lI far 11Im w.au..
lYPE OF IUa'EIUAL :Ii .... fir ftlIft 1;ON1ITlIUc:naN x SA .. 11Im :II: 1&.11..11IIII .. Zti.~ 1Dr WIllI
1. E!J:pudcd metal, or "'DVM 'I." Uublcx;kg1 6 180 No. l1.ag., Jl/'J"la~ '11f/ bead
-...:ire lath lIIId potdand No. 16 sase S!lp1~, 7/8 leiS
CIlmul plasII:lr
2- Gyp&DIII Illb 3/v. lalll and Ullblocb:d S 100 No. 13 gage, 11/8" Iooc. 1./tA~ bud. plilSllllbovd
1",,, pllSlllf blueduil
( 3. Oyp$un1 mtJIthing baud ., ,/./ x 2' ;It 8' U.blDcked , 75 J'liD.lI.~J/II.long, 'hi. head.
I,," ,.:: 4' 'IlI-"~ -4... . ,"7" 1 dillllll;llld " plvllllizcd J
.... W~" Uablo!:ted 7 100
-
UDblocla:d 7 100
4 115 Sd eookr (0.086. dia., lS/f IDa" 151...: tuw1? or
II:J.~ Blocked 7 125 wallboard (0.086- diL, ]S 8. Imig.9132" bel1d
4 ISO
Ullblcdal 7 llS
4. GYPfiUlD wallboard Of 4 145 6d cooler (0.092" diOLI 17/8. 19a9. I/~" he.ad) or
"eneer me !o/M" BI~ed 7 145 'IaIallbollrd (0.0915" diL.. 17/~" IDn;. JU/fr/l" h~.d)
4 17'
Blodl.Ed BlIIic ply: 9 J."i(l Salle p1y.....6d coolM" (UJJ92" dla.. 17'M" long.
TIIIO ply F3cc ply: 7 'III." h_l Qf wlIllbaBnl (0.0915" diu.. J7/",,"lona.
IV/to. h~)
PIeG ply-8d coalEr (0.113" dill., 23/k~ 19a9.
913'1" head) Dr wallbu.rcl (U.113" di;.. ~'/M~ long.
]/H. had)
Chapters 26-34
Chapters Z6 through 34 BR printed iu Voluaae 1 or the Uniform Buibli", eNe,
<to",'"'
..;,
WB2
dO'-. JSSH ARCHITECTS, INC.
.. ' 1~525 highway 7. .suite 375, . , ' ,
m:mIl.etonka, mn. ti5845 '
II II ph. 952.985-6337 fax. 952.935.0878
JSSli Project No., 02MOI 8 .
l' . \
ADDENDUM NO. 2 .
TO DRAWINGS AND SPECIFICATIONS
~OR GENERAL'CONSTRUCTION WORK
lNCLUDlNGALL PLUMBING, HEATING,
VENTILATING AND ELECTRICAL WORK
L.A,KEFRONT PLAZA
PRIOR LAKE, MlNNESOTA
. DATE OF oruGlNAL DRAWINGS
AND SPECIFICATIONS: October 14. 2002
, .
DATE OF ADDENDUM NO.1; N<;>vember 6, 20Q2
DATE OF THIS ADDENDUM NO. 2: NoveD;l.b~ 26, 2002
\
"
TO: ALL BIDDERS AND ALL OTHERS WHOM
DRAWINGS AND SPEClFICATIONS HA VB
BEENISSUBD BY THE ARCHITECT.
rins ADDENDUM FORMS A PART OF TIIE CONTRACT pOCUMENTS. IT
SUPPLEMENTS THEM AND MODIFIES THE~ AS FOLLOWS: .
CHANGES TO THE DRAwiNGS AND SPECIFICATIONS "
"
, '
Item No.1' .
1?corporate the following struCturaI items into the Contract (see attached):
A.
.B,
C.
,D.
Revised design live loads '
Speci~ Inspections and ,Testing S.cbedule
Exhaust 'pit grating .
Stairway stringer co~ction
Item No. 2 . ,
Incorporate atmcbed envelope calcu1atio~ into the Con1ra.ct from Steen Engir;Leerlng,
Item No.3.
Mechanical Contractor to provide Shop Dra'Wing details for firestopping at all conditions.
,r .
"
Providi~g Experien~e~ RelationshIps and Shared Goals
. . '
,
,Addendum. No.7
-2-
~oVeDlger26~2002
Item No. 4 " ,
At Co~ops .Room 149, General Contractor to provide a sign. "Maximum o.ccupancy of
Room: 90 Occupants n. Also, Contracto:r; to provide s:iJ;nilar signs for the other A3
occupancies, once t1W sp,ecific. use is known.
Item No. 5
CoIrtractor to provide floor and wall assembly tests for both fire rating .and sound '
reduction characteristics once specific ,materials are selected.'
, ,
Item No." ,
See attached Sheet 6 indicating locati<>n of draft stopping at attic, along with required
venting and location of roof vents.
Item No~ 7 ,
All railings to have maximum spacing between balusters of 3-7/8" and be 42" high.
. ,
Item No. 8 " '
Contractor to provide Shop Dra~gs for allY rated access panels, fire extinguisher
cabinets or the like. ' ,
, '
Item No., 9
Tbe attic access panels to'be located as follows: At east wing, just outside'of Stair B
stairwell and at south wmg'with;in TIasbJRecycliQ.g Room 3'56.
Item No. 10
Omit 3" batt insulation from lower portion oftrus~es at all floor assembl~es., "
Item, No. 11 ,
Fh"e resistive (labeled) do'ors to bear the '8' label and have smoke and draft co:q.trol
assettl.bues.
Item No. 12 ,
In,corporate revised Sheets 9 and 10 with revised room D.'wnbers and'door numbers.to
match numbers on 1/16" Plans. " , " ' , " ,
Item No. 13. ,
The'shear "Wall locations within the Pm::tY' walls are ,as follows:
Levell " ,
Between Units III & 113, 113 & 115, 1'15 & 117, 117,& 121) 121 &'CbmmoDS Room,
;Kitchen ISO & Unit 125, 125 & 127, 127 & i29~ 129 & 131, 131 & 133, both 'side~ of
, Stair C, 1;30 ~ 128, 128 & 126, ,126 & 124, 124 & 122, both sides of Stair B, Lo.bby'atea
& Unit' 12{)~ 12Q & Il8, 118 & 11(}; i 16 & 114, 11,4 & 112, and both sides of Stair A.'
, "
. Addendum No.2
, -3-
~ovember 26, 2002
Item. No. 13 (continued)
Level 2
Between Units 207 & 208,207 & 209, 211 & 213~ 215 & 217, 219 & 221, 223 & 225,
227, & 229~ 231 & 233, 235 &, 237~ 234 & 232, We$t side of Stair C. 228 & 226, 224 &
.222, east side QfStairB~ 220 &218,216 & ~11,northside of Stair A, 210 & 208. '
. I " I' , '._ . \. ,
Level 3
Between Units 307 & 308, 311 & 313,'317 & 319, 32S & 325~ 329 & 311. 333 & :335,
337'& 334, 330 & 328, 324 & 322, common wall 'at guest ~uites. 320 & 318, 314 8F 312.
Item No. 14
Provide a protective swing gate as detailed by 5/9 at head offust flight of stairs at Stairs
A, :a &; C.
"
Item No. IS ,
Provide no oJ1en;ngs within 5' of each ~iae of area separation; carry wall into all
overhangs, etc., all draft stop walls to be extended into overhangs. Stop continuous ridge
vents at draft stops.
Item No. i6' ,
At Sheet 4, revise units type E from Units 221 & 321 to Units 219 & 319, and entrance
doors from 221 & ~21 to 219 &,319,.
Item. No. 11
At stair C revise ~tairwell number to be 261 & 361 ~ lieu of2~O'& 360; stairwell doors
to be 26l & 361 in lieu of260 & 360. , ,
Item No. 18
Incorporate revised D~or. mid Fra:o;le ~chedu1e (5e'e ~ed),"
~-_.._'--...- ,
/r:::i~emNo.19 ->) , ",' '..'
\? Use 1 %" c~ated coil nails to atta~li gr,p~um, sheatbing~ spacing as ~~nded by ra~~d, .
>--RSSembly: . ,
, ,
, Use 1 %'~.staple to attach OSB sheathing; spacing as reco~endeQ. by ra~d assembly., ,
Item No.. 20 " ' , " " , ' II' _
, Incorporate attached. U342 2 hr. rated wall asse:q;Lbly for the ar~a separation wall.CAf'--Il.JSC
, , , , , - \ c:> 'O<.A'\.f' fJ? "'"
, . . . T'I ~'.
Item. No..:21 " . r;N""/Jo
, Sub-fascia at roof overhangs to be a single 2xK
END OF CHANGES
"
11/15/2002 15:05
5128515351
BLANCHARD
PAGE 02
Blanchard Engineenng
S1In.IctuwI DJsII r artv CcnsuIIiw
6938 Washburn AVe. S.
Richfield, MN 55423
612-861-8381
November 15, 2002
..
Mr, Roger Johnson
JSSH An:hitects. Inc.
14525 Hwy. 7, Suite 375
Minnetcnka, MN 55345
Re: Lakefrcnt Plaza; Prior Lake, MN
Dear Mr, Johnson:
This letter is in response to the review comments in a letter from the City of Prior Lake dated No.'ember
7,2002..
7. The 'Special Structural Tes:tIng and Inspection Schea.J1e' from the Minnesota Building Code was
completed, and signed by all parties during a meeting held on October 7, 2002. A copy of the form is
endosed v.;th tt1is Jetter.
15. Walls ""eI: 4 feat tal will be designed if they are required. P: hs time, the final gecmetry of the
park tral and walls betY.een the north side c:/ the builclng n the lake Is not ccrnplete.
35, The design live loads are revised as foIICMS: Meeting @ 100 pst, Retail @ 100 pst, Storage @ 125
pst. ,
47. The design live load for the walkway grate is 250 pst. A detail for the grate is endased v.1th this
letter.
48. A detail for the stair connections is pra/ided \\1th this letter.
Sincerely,
~4~ck.JJ
Wilfi~ G. Blanchard, PE
Struc.tural Engineer
I hereby certify that this specification was prepared by me or under my direct supervision and that I am
8 duly Ucensed Professional Engineer under the laws of the State of Minnesota.
Date )1-/5"-02- Uc. No. 19567
Enclosed:
Spedallnspections and Testing Schedule (1 Page 8}2 x 11)
Exhaust Pit Grating (1 Page 8 Y.z x 11)
Stairooy Connection Detail (1 Page 8 X x 11)
11/15/2002 15:05
~OV-l HOOZ D4: Z3P1.4
5128515351 BLANCHARD
F~O~Wlnl"i~n Homl; 651S0!3678 T-553
SPEC~INS~'IUN:S ANU I~ 11l"'~ .,,,,nl;;ul./lo,,,.I;
(TO" ~ in ~wiCb" "G~""SpciIIII.~""T~'1
PAGE 03
P,OOZ/OOZ F-860
I~~~~ :~Cl&
rc:ml'C No:
tJ~' N.m<
I.DOP1"OO:
~~~:~TA
I S,p:dr lC:niog
Sc,dOR ~ ors~gJ I
Artlde Dc:saipIioG (I.) ~o:(3) R4pot1 f~""n~ AsiEDa1 rmn (4)
'0330C Concrete &. Rein.f.l ~ u Sl h;-mnnthlv (t1If-n .
er 2) -
0340( Precast: I F lienee
Concrete Cert. of Comt
0619'".: lJood TrU5!':~~ F CArt: ,.i fi' . ~ l"lm'l' I .. 5IYO"''''
. ' .
.. ; ......
I
~l
, (7)
speCIAL INSPECI'IOI'l soreI>U1..E
~sa\EI)t.U .- see' s~ry of'I'esting .
. - h__ -,. . .,. - - - -- - - -
-
I
}oiOlCS: nIt aQllSlll, lID k mlc:d QlIt D4 l:d\)tlc4 ~ u.;=leG spGiii;la~ lafo=adt:a ~~Ie at t)\:tt 1Im~ II) be RIIc4.Q\iC ~'ill af.Plr lQr a
bui1~ pc=i\.. .
(1) 71a1Zi1 ~ ~ be ptO'I'[de.11 ~ IIIG Dailcrr.ll' OCliciaL
(.'1) Use 6cseriptklas pc' u.ac:. ~~ JOG.
(3) Spc:bI r~tor. Trasbl. A&=- or l"~b1i;:lIOt, ~~ !lJ a=l~IlC'C-wi~ mJu~ts 0' the Sc:lt\'l. ~ulldb: Co4c.
(") }'hm GQ;a~~4 to pcfomI san~ '
E:1.~ apprapriilt~ rq~ ZlISl sip boloto;
0wIla: W~SHN4~ ~f:4
COQ~~M~~
A:clUtce::: ~~ ~JJ~.
SER:~I~~.
.Sl; MI/r4hf 6. 6(. . '~
. SI:; .
TA: ~fT 1,.)-;.. C71t~~ :!
T;.;
nm=
Pbm:
Dasc:
CalC
DAle:
~I~
D~tc:
Fl#2r':
F'~
llL-m:
PI=:
pale:
DIlC, 1(/ h /:}or) d--..
I T
~~":ri.'-
~~-y
-
JE'i=::
Ptrm:
tfi:. ~ R;;.
'The in\1;"':;<iIl~IIl:rn~ or .all p~;" spe.ci,l ilUpCClOI'$ ~d the ''gr~ Ill;)' illl'ft/l to ~~~ au~t"bc idcnliCicd an cJooc I't'YCI"Sll siO. QC lhi6 Co",,"
~t"nd: SEll. $INCIlJr.d ~nttr 01 !i.a::o~ ~l ~ S~ci~' l..~or
TA ... T.::n:ni: ^t""1 F '" Fabrictor
F;
~
A<;1;l:pled rCf !!1<:: Suihlint Ocpo>l"I Il'lCot by"
D~lC
f' II'M:
OSI~
11/15/2002 15:33
5128515351
&' x e' METAL ~ATE
6EE NOTES 1-4
"-0"
N
BLANCHARD
PAGE 03
L HATERIAL!
GRATE, ANGL.E5, AND I!OLT6 . . .6TAINLE66 6TEa.
ANCI-lOfi ADl-fE6lvE - I-JII. TI I-JY 150
2. 112~ MAxIMUM OPENING IN GRATE
3. GRATING MUeT WIT~TAND u... 250 P&F
4. GRATING EeaY Mc:.NICHOL& CO. OR eROU.JN...CAP'1'f=Ie& co.
~/8U . ,'..oil
~ IIJA6l..II!5l.l AV!. &.
RIQoAELD. MN ~
....... 6~~361
FAX "'~~1
c:GlNTJIUCTOIl
5X~AU6T PIT
G~ATING
UJENeMANN
6'-0"
&'-00
U.x4xl/4
lit' CIA. THReADED
IllOD AOHE6IYE A
AT 248 MAX. 5PA.
E1"'1eEO 6"
2"
I.6x4xl14 -
4"
EXI4AUeT PIT GRATING
BLANCI-IARD
ENGINEERING
.~..., LNI
CXlIJIIBL ,...
PIOlaJ!l:;t
LAKEFfC.Ot.IT
PL-A%A
~ TITUI
1_~'RIAT1loIl61"1..A1oi1llo66.....s '.....,..I1I~~
MY ~ ~ AND 'RIA', M'I'" CIll.'f ~
~.z7~~cZ::;C'~'"
"".,.. do. _ '",..
c.a.Tll 11-15'-02- -.wa._1
Jell NO.
2002-45
CAli! IlISlO3
loft
........ ~
C1I' 2
foW'I'6
~ 0
CWCD lIJG6
11/15/2002 15:33
5128515351
BLANCHARD
PAGE 04
3 Fe0UJ5 IOd NAIL..! &fOACED AT ,3u O.c..
..
I~" Pl.. YWOOD
(2) I 3/4xl1 1/8
MICROl..A.M
I 1/4" PARTICLE _--s.
SOARD TREADS
I/:t PL. YWOOD I
,RI!ER6 J
3 D6L. I 3/4x14
MICROLAM 6TRINCSERS
-
<..
x
V
/\
'"
2 ROUJ& IOd NAIL.e
&PACED AT 3" o.e.
2xS eL.OCKINGr
(1\ STAIRWAY 5T~INGER CONNECTION
~ 11.1'-0"
(REFER TO PET AIL. ~/IS - DETAIL 10/15 NOT u&ED)
BLANCWARD
ENCiIN~/NG
8~ ..&....1Ji11
~1H!&
~ ~N AYE. 6.
Ml~8.D. MN !Om
f'W. 6Jao16J.6"-'
FA)( h~'~1
I _... ~ 'lWAT ,.. l"\Jlloj .... ,.....-.., .,. I'll <:X;l ~
m'" O~ ~ 6IlC 'lWoIoT I..... .CI'.L.... ~
~~~7~mNIOf.
WIII'- 6. el~.....
PolTl /1-/5'-0 Z- -. NO, _1
5TAI~AY
CONNECTION
.:lit
WENeMANN
JOlIl NO-
2002-4S
~.-cr
LAK!:FFtONT
F1-AZA
l"l-~ TITU!
-- 0
P"'''' 1I11501C2
~ Llt3e
G...:D W6B
Ion' 2
OF 2 ~
DOOR $ FRAHESGHEDULE: DOOR TYPES
DOOR DOOR FRAME HD01R
NO, REMAfOtKS" I 8/e" H,C,
TYFE HAT, TYPE HAT. CsROUF
G-IA G HM 6 H,M. II EXTERIOKINSUL, DR. LEGACY
I"REI"INISHEt'
G-16 P IN5UL ST - - 14 OH DR, , ~ l
G-~A,G-~e,G-6A,G-8e G HH, S HH; "I ST~~GE DR.
G-14A,G-146; G-15A, G-156 ~g tlltk 9'tf'g~ '. FRAME
G-4, 1S-12, G-IS STAIR DR. ~
J H.M. ", S H,M. "1,06, "10 MIN. DOOR . FRAME ~
~~':'!.;:L.EC 1. St:tOF
G-(;>, G-1 J H.M.' S H.M, 10 "10 MIN. DOOR. FRAME \ I~
NO lJre IN'DR ' , \
:2 -J HM. 4 H,M. 1"1, "10 MIN. DOOR . FR. TRASH
G-e . NO LITE ,IN DR- DBL DR :2'-10'
G-II G HM, S HH. 10 EL. EQUIF. J
60 tlIN, DOOR. FRAME
NO ITE IN DR
A. G-S, G-IO J HM. 6 HH, 1(;> t;;L". ,L.oB~,:'C.
"Iot'1II~Ift?OR . FRAME
NO'I DR
Z;>..IJ" 111-199 C I^IOOD, I REDI I :20 MINDOOR4 FRAME
_ct; :20i-:2S1,SOi'-SSi FRAME , TYP.APT, ENTR'!" t~'1 It.. Z'l'1$
.,.. 1496, 1606, 1616 K HM. 5 11 EXT. DR.
l4<=lc H.M. I NSUL..
149A, 249, 949 REt'1 ~b~,\l1pR. '
I(;>OA, 260, 960 D I^IOOD I FRAME "1,06, wTIti: I;i: I(~OR 4 I"RAME 5/e" INSUL.
I G. ' TEHF GL,
161A, 261, S61 REDI ,Sb~DR.
D Ji'lOOD 1 FRAME "1,06, ~IRE ~[ I(~OR · FRAME --' .-
,
145, :245, 645 " REt'1 ~BC
D 10 iN; DOOR . FRAME
::241, 941 e5e Ji'lOOD I FRAME NO TE IN DR
WUT~ 15"1 ~c.. I^IOOD <.::'~<1"ISg'
'" 65"1 iL.-lL. E 2 H,M, 15 ~'iJ;11 ,~gO~F~ltRAME 5>
. VEST, r-
15:2 N ALUM - ALUM, 5 TEMPeRED. GL.
,
15S ALUM ALUM, VEST, EXT,
N - 4 INSUL.,'TEMP GL.
I^IOOD REDI IS" I"ICE ---' .-
154,06, D I Mitt I(OOR 4 FRAME, ~~-O"
, FRAME Il'<.C G . T. M
146/ 151,06" 1516 E 1^I00t' , 2 REDI 16 .1 ~?66J':: DARK 6 cON
FRAME IN, DR. '4 Ff~,
leD ~ GL. 1. T, HAe', HOLD OPEN TEHF GL.
141,155 D I^IOOD I REDI (;>0 MIN. DOOR . FR, - TL T, Df H,M.
FRAME 6 NO LITE IN DR
FRAME
14"1A,14"16 D I^IOOD I 'RED I Ie <<:f, <I~[:~OOR . FRAME ~
FRAME GOD OPEl'>!
1546,151 REDI ,10 STOR.
15e, 25e D I^IOOD I FRAME ~~ ~\~r:r~~~ 4 FRAME E~ '
RED I "1'..0 ~ ~f:<.'(_ :2"
654 D I^IOOD I FRAME It-t Pf' 4 FR,
~
::254,95::2 D I^IOOD I REt'1 "I ~ft~~~, Pf~~li~RAME f?\'
FRAME "
246/946 E Ji'lOOD 2 REDI 16 " I~~N. DR; 4 FI~., -EL. L.06e~ \JV
::25'/951 FRAME RE GI., 1. T, HAe', HOl.D OPEN
156/ 256/ 956 D Ji'lOOD I REDI "I 60 MIN, DR.. FfO!." - TRASH
, FRAME ~IRE GL. LT,
S-I - 5-eo A I^IOOD - I^IOOD e FREHUNG DOOR 4 FRAME " ~
140,06" 1406 RETAIL M ALUM ALUM, 21 EXT. 6'-4'
16:2,06" 16::26 - INSUL. TEMFERED, GL,
141,142 RETAIL TL T. r; R. D I^IOOD I REDI 6
169,164 FRAME NO LITE IN DR
(0 ,
6 Ji'lOOD - I^IOOD :2 PREHUNGDOOR 4 FRAME
1:25:2 1
0 6 mOD ,- ~OOD B FREHUNG DOOR ~ FRAME D -
0 H H,M, e H,M. 20 INSUL" NO LITE IN DR i-
0 F ~OOD - ~OOD ::2 FREHUNG DOOR 0$ FRAME.
0 BY DR, SEE 1/4" FLANS FOR LOCATlpt-. -
L I^IOOD - ~OOD SUPFL.
0 6'-0"
A I^IOOD - I^IOOD :2 FREHUNG DOOR 0$ FRAME
d9Gh
JSSH ARCIDTECTS INe.
14525 highway 7 suite 375
Minoetonka, mo. 55345
Ph: 952.935.6337 fax: 952.935.0878
o z.M 01 F!:>
~~ l(
1." IclIL-
$fA:el-
~
1I~
..
... . It
I
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6tTh.~~ ~p. . d~thrrll1~h 1JD1C.d dfP"d T:_c. . - d d
e rmormanon contalne 10 IS lacS1~; ;;;~ge IS pnVl ege an con"lfdenbiU Ullonnatton mten e
only for the use of the individual or entity named above. If the reader of this message is not the intended
recipient, or the employee or agent responsible to deliver it to the intended recipient, you arc hereby
notified that any dissemination, distribution or copying of this communication is strictly prohibited.
( ) han! copy to follow
~ no hard copy to follow
-*. rtttAGt. fL~fi'J.Nb!
135 ROOF LOUVER
e
Model 600
ROOF LINE LOUVERS
e
135 Roof Louver features 14" diameter opening, aluminum
screen, and a weathershielding rain guard formaximum weather
protection, Available in black, brown, white or weathered bronze
baked enamel finish, as well as mill finish,
600 Series and Model 550 feature aluminum construction, 8 x 8
perma-coated aluminum screen extended to the edges of the
cap, large nailing flange and rolled flange on vent stack to prevent
weather infiltration, Available in black. brown, white or wea-
thered bronze baked enamel finish as well as mill finish, 600-D is
a twin 600,
ModeI600-S, designed for shake roofs, has a tall throat to allow
plenty of room for air circulation after the installation of shakes,
Available in brown only,
Roof Louvers
featuring
"The Lomanco Balance"
~deI8~
700 Series have three sides open for maximum air circulation,
heavy gauge aluminum construction, fits on all roofs, 770-D is a
twin 770 unit. The 730, 750 and 770 are available in black, brown,
white or weathered bronze baked enamel finish, as well as mill
finish,
800 Series are a new addition to Lomanco's line of roof louvers.
They are modeled after the 700 Series and are manufactured out
of durable ASS plastic with U,V, protection for longer life, Large
nailing flange for easy installation. The 8 x 8 perma-coated
screen extends to the edges of the dome to protect from bird and
insect intrusion. They areavailable in gray, brown, black orwhite.
Model 865-S, designed for shake roofs, has a tall throat to allow
plenty of room for air circulation after the installation of shakes.
Available in gray, brown or black,
1;'~i\~~~:~;;:: ri:;;~~~r~~~~!:> ft~~""";j'\
,~:~_;;~~~;@fC~~~~~~~i;i.~ :.i&~~~~'
:,:.153/8" x16 l/Z':')( 4!.
:1ff 5/8"x 187/8"x4"
;321/2" x18 7/8"xf"
. 165/B"x 187/lrx61/Z'
700 SERIES
.i.f.~,c.~.',~.;.:.:'".~,'.~,:..~.,<.,c,',".:.'~~ht.o-,'e.:~,'..,...,.,,'.l:,>,'..,.'.'.;,',.',;.,':,.'..':..," '.l;;;!;PnceEai:tii~W'i
. c" \><llLU'h .<~~;MiIL:\:;:
:'i,fi~.e~~~:;{f;,i;~~~~~,=;:
d~1}'5".1121bS;'?,;;:>.
/1'\;:;9't/2: Ibs,:L;.;'\
. . . ". .. . .
;'::\;t3:lbS:;/~f J'
,>;:,/ :fHlZlfls,J:,;
,.',,~. -.' -, Overall. SiZe
"123/16" x lT3I4"je 4"
" 16:'x20 5/16" x5"
147/16" x 20 5116" x 5"
, 165/8" x 22 3/8" x 6" .
, 32 1/2" x 22 3/8" x 6"
147/16" x 205/16" x 5~
.....<::;.~ir~~',;w /~~~~~: r!i_mf~~~~;p{j' H';~~~~ef.:'~~\."0~;':~~,~:~~
~'i:c:;t 1/2.'lbs.;::>
:::::':;; ta 100;;' :,;;;
, ,
:'-, ;-\- ';''':<;)'<:':':/::'''':~'
-"~' ,:.."-' ..
41
131/2IOO:;.~\
,:',1Tl/2Ibs.}:,';;
- , , . .
".12: 1/2100",";.
Opening
Overall Size . , Size
143/8" x 171/4" x 4" 6314" x 8 1/2"
16 1/2" x 193/8" x 4 3/4" B 1/Z'x.10 114;" 61'
1611z'Xfg-3/a)'x6~il/1o" 8172" x l1nr4" ".~--~6'-~'~
o Available in Gray, Brown, Black or White
"Recommended Stock Size
t Available in White, Brown, Black, or Weathered Bronze
UGAlv;mi7erl Steel
. Ridge Line Ventilators
e
featuring
"The Lomanco Balance"
LPR-8
LPR.10
OPTIONAL STRAP
(!~'.'..".~.'..'.'
~
LPR Ridge Vent Features
. Available in four different embossed aluminum finishes -
Mill, black, white, brown and weathered bronze
. A full 18 sq. inches Net Free Area per linear feet.
. 3/8" x 1/2" slotted weep holes in wind baffle for water run-off.
o 1/8" x 1" louvered openings inverted to block weather
infiltration.
. All aluminum rust free - one piece construction,
. May be cut to desired length at 2 foot intervals.
. Low profile blends with roof construction.
o Pre-notched nail holes for easy installation.
. Large 2 inch wide nailing flange.
o Geen End Cap in matching colors.
. Revolutionary three baffle - aerodynamic design.
o Adjustable from ~/12 to 12/12 roof pitches.
RIDGE LINE
VENTILATORS
Exhaust ventilators such as ridge line ventilators must be
used in conjunction with intake vents for proper operation. In-
take vents are found on page 8. The air will flow thru the attic
from bottom to top to keep your attic cooler and drier.
Geon End Caps fit tight and are made of durable weath-
erproof geen vinyl, which seals out moisture, resists ultra-
violet rays and enhances the appearance of the Ridge Une
Ventilator.
GEON VINYL END CAPS
_-MooelNo::'.:ii .. NofPerGartori:,: "'-.
RI:V:CajJ';c;:-,, ..
'LPR~(;~p ~::~ :;2i
;: .
'c;;.-c,.,,.
\:~;:;<Pni:e Eact(<;:
;:-C:.-
~OV:PI~ig>S:;i
C"', .
-c
. Available in Gray, Brown or Black
RIDGE LINE VENT
Specify Color When Ordering
e
. ^"...,;I...,hl... ;n lA/hit..... Q........,,., n... OI.........I~
RLV Ridge Vent Features
o All aluminum construction.
o Large air chamber.
. Internal baffle,
. 1/8" x 1" louvered openings,
. Available in mill, white, brown or black baked enamel
finishes.
. May be cut to desired length at 2 foot intervals.
. Adjustable from 3/12 to 12/12 roof pitches.
. Proven reliability,
LPR.CAP
ecl[9ns'odoo" -
;;:; 1 Q\$ediol1s'oroi oO~.:;
.' '.':1bS~chons'hr40~.;
451/2 Ibs, .
:: 32 Ibs, , ..
Specify Color When Ordering
:Acrylic Aluminum~9ffit --
Stock No::
M-10
M.10L
VG.10
9"Wide
Solid Soffit Panel
.D19
9"Wide
Vented Soffit Panel
.0
10" V-Groove
Solid Soffit Panel
.019
e
12' lengths
20 pes./ etn,
1,8 sqs./ctn,
59
12' lengths .
20 pes./etn,
1.8 sqs./etn.
59
12' lengths
10 pcs./etn.
1 sq./etn.
35
10" V-Groove 12' lengths e
VG-10L Vented Soffit Panel 10 pes./etn. 35
.019 1 sq./ctn.
(Free air space per sq, ft,
13.3 sq. inches)
X-
12" V-Groove 12' lengths
VG-12 Solid Soffit Panel 16 pcs./etn. 60
.019 1,92 sq./ctn.
?
....,
VG.12L
12" V-Groove
Vented Soffit Panel
.019
(Free air space per sq. ft
16 sq, inches)
12' lengths
16 pes./ctn,
1.92 sq./ctn.
60
Q
JAN-09-Z003 05:40PM FROM-Wensmann Homes
6519053678
T-017 P 001/005 F-534
'L~ \1~L
. CWl:~~NN)
,PAX COVER PAGE
FAX#:
\~o>
1~ ~J- -hbJt;~~ ...1
'i\k-J-~ V~\\~
9)L- 44-7-4~4)
DATE:
TO:
FROM:
NlJ1vfBER OF PAGES illCLUDIN"G THIS COv13R LEITER: 5"
SUBlECT~'- G cv . ".f'I"0"~ /
"\ l\l'? \ \D D ~
<
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- 0 \ wI? ~f J--
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~ ,;:y,}J '::/ wV:
'\ ':l \(0/" .~'I/-
IF TI-ITS FAX. TRANS111TT AL IS NOT CO:M:PLErE, PLEASE CALL
OUR OFFICE AT 651-406-4400. THANK YOU!!!
cc~
\\J\ tk R~.j Z-
~1>yA6kMO,"
44~ 55D4
15Y og>78
RHS BUILDfNG
;S95 PlAZA DRIVE
, SUlTE J.DD
EAGAN. MN 55122
65 I 406...M 00 ,
FAX 651-905.367:l
JAN-09-2003 05:40PM FROM-Wensmann Homes
6519053678
T-017 P 002/005 F-534
~.
(1J.... >fub. · NSrvW.lN)
\..,V'V~ ., '=. .
I~~.
FAX ONLY
January 9, 2003
Mr, Robert Hutchins
Chief Building Inspector
City of Prior Lake
16200 Eagle Creek Ave, S.E.
Prior Lake, MN 55372
Re: Lakefront Plaza - Gypcrete installation system
Dear Bob:
As you know, we have looked closely at designs and methods to control sound transmission within the
building,
All of the gypcrete manufacturers recommend that a 1,I.s" thick perimeter isolation pad be installed around
all the walls where gypcrete is poured, Attached find a spec data sheet regarding this.
Please let me know if this will be acceptable to the City, or will this be considered a breech of the required
fire rating ofthe floor assembly.
:A~ trult yours,
~~~
Mike Vallez
cc: Mike Rentz, Wensmann Homes
Roger Johnson, JSSH
RHS Building
1895 Pl;v..a Drive
Suite 200
Eagan, MN 55122
651/406-1400
Fax 651-905-3678
JAN-09-2003 05:40PM FROM-Wensmann Homes
-E--nkasonic@ 9110 with
Wonder-Board@
6519053678
T-017 P 003/005 F-534
CClBCND
Read First
These suggestions represent generally accepted procedures for successful installation_of Enka Building
Products. These instructions may be followed, modified, or rejected by the owner, engineer, contractor or their
representative since they, not Colbond Inc., are responsible for planning and executing procedures
appropriate to a specific application,
Installation Bulletin
Subfloor and Site Preparation
1, All preparatory site and subfloor work should be in compliance with the standards of the tile trade as well
as the recommended installation procedures developed and printed by the CTI (Ceramic Tile Institute of
America,)
2, Subfloor should be clean and level. Thoroughly check the subfloor, fill in any open cracks and remove
any residue that would interfere with the Enkasonic. Deflection should not exceed 1/300 of the span,
including expected live and dead loads.
3 If a waterproofing system is to be used, verify that the subnoor is properly sloped to the drain weep holes,
Minimum recommended slope is y,; (6.5mm) per foot. Verify that the waterproofing membrane is a load
bearing membrane,
Perimeter Isolation Barrier Installation
1, Apply acoustical sealant to the lower 1" backside of the perimeter isolation barrier, The Isolation barrier
shall be Perimeter ISO. Perimeter isolation barrier should exceed the planned height of the floor system by
1" (2.5cm). TYPically 1" to 6" (2,5 to 15,5cm) high material required.
2, Firmly press and adhere the isolation barrier to the wall or vertical partition (including door frames)
surrounding the perimeter of the subfloor receiving the Enkasonic system, and around the perimeter of
any protrusion through the floor system, such as floor drains, columns, pipes, electrical conduits, etc.
Note: If mechanical fasteners are used for the perimeter isolation board, fasten in the top area, which
will be removed as excess upon completion of the floor.
Enkasonic Installation
1, Lay the Enkasonic directly over the subfloor (or waterproofing membrane if applicable) with the black
mesh down, white fabric side up, The Enkasonic should be pushed up tightly to the isolation barrier
previously installed around the perimeter of the floor,
2, Adjoining edges of the black Enl<asonic mesh must be butted together. Tape (duct tape or2" (Scm) wide
cellophane tape) the 3" longitudinal fabric overlaps snug to the fabric on the adjoining Enkasonic strip.
The taping procedure seals the overlap seams and keeps any residual moisture from getting into the
Enkasonic mesh, Tape the Enl<asonic to the per'imeter isolation barrier with duct tape for a~ded stability,
JAN-09-2003 05:40PM FROM-Wensmann Homes
Wonder-Board Installation
6519053678
T-017 P 004/005 F-534
.
,-"
1,1 Installation conditions: Wonder-Board should be installed only when the ambient temperature within the
building is above 550 F (130 C.) Adequate ventilation should be provided to carry off excess moisture
during installation.
1.2 Wonder-Board joints must not be placed directly over an Enkasonic edge-butted joint. It is recommended
that Wonder-Board joints paralleling the underlying Enkasonic joints be offset a minimum of 8-10 inches
(20,5 to 25.5cm.) Note: Wonder-Board joints will have to pass over Enkasonic joints at right angles in
order to complete the Wonder-Board pattern.
2. The Wonder-Board panels should be patterned with a W (6.5mm) gap between the units. Snap chalk
lines onto the white Enkasonic fabric marking the joint placement of the Wonder-Board panels,
3. Prepare latex Portland cement slurry, thick in consistency, Dip the 2~ wide fiberglass tape into the slurry
and center it on chalk lines.
4, Apply slurry on top of the tape, For added protection, it is recommended that a light skim coat of the latex
Portland cement slurry be trowled approximately 1 S (4cm) at the edge of all four sides of the Wonder-
Board units before laying Wonder-Board over the tape. Lay and position the Wonder-Board sheets over
the slurried tape in a timely manner leaving a minimum y.; (6,5mm) gap, Walk on the edges of the
Wonder-Board units forcing sluny into the joint gap, Fill the remainder of the joint gap with slurry from the
top of the joint.
5, Avoid applying too much pressure when filling the joint from the top, excessive pressure may cause a
ridge which could develop on the underside of the Wonder-Board panel creating an uneven surface and a
potential plane of weakness.
6, Lay another strip of the Wonder-Board fiberglass tape directly over the joint. Trowel a very thin skim coat
of latex Portland cement over the tape creating a smooth surface for bonding the tile, If the Wonder-Board
is uneven prior to the joint bond taking set, light loads (box of tiles, etc.) placed at different locations is a
method to level the panels.
7. Allow 48 hours for joints to harden.
5/8"
LA RR: 25066
ICBO 4778
DRYWAll.
NON HARDENING
ACOUsnCALSEALANT
1I16V "THIN-SET BOND COAT
1/4" PERIMETER
ISO
NATURAL STONE OR
CERAMICllLE
~ ... WONDER - BOARD
~ ...Enkasonic
I}ltJ;~:~;
:~ty~~:~:\
';:, "j ':'.~':'" .\, . r.
:~s1~?\.:
~ JCONCRETE
-, SUBFLOOR
...
L- TEXTURED
FINISH
STC: 55
IIC:52
ENKASONIC SOUND-RATED FLOOR SYSTEM
CONCRETESLAB-CONSTRUCllON
FINISHED FLOOR I- NATURAL STONE OR CERAMIC TILE
JAN-09-2003 05:41PM
_v
LA RR: 25066
ICBO 4ns
DRYWALL
1/4" PERIMETER
ISO
3112" (R11)
INSULATION
BAlTS.
RESILIENT
CHANNEL
STC: 62
lie: 58
Finishing
FROM-Wensmann Homes
6519053678
T-017 P 005/005 F-534
NON HARDENING
ACOUSTICAL SEALANT
1/16"THIN SET BOND COAT
NATURAL STONE OR
CERAMIC TILE
.. WONDER - BOARD
; ... Enkasonic
~ _IPlYWOOO
.., -, SUBFLOOR
,
o
~
)( .. WOOD JOISlS
N
.
N
--
....
.' .
"., ,
. .'.
. "
.... '. - -..... ~. . .
"',' .",
,,' .
. '
Co ... GYPSUM WALLBOARD
LO
......
'. ,~..". ,
: ~'. ...
.. " :
ENKASONIC SOUND-RATED FLOOR SYSTEM
WOOD FRAME-CONSTRUCTION
ANISHED FLOOR: - NATURAL STONE OR CERAMIC TILE
1, After the finished flooring is installed, trim the perimeter isolation barrier to X" (6.5mm) below the finished
flooring, Fill the groove with a bead of acoustical or elastomeric sealant Do not allow hard grout to come
in..contact with the wall. If the floor is carpet or vinyl, trim the perimeter isolation barrier fTush with the
surface before the finished flooring is installed. Shim the molding to 1/16" to 1f32" (1,6 to O.8mm) above
the finished flooring preventing a transmission path for sound between the finished floor and wall.
2, If a flat base is adhered to the wall, space it 1/8" (3mm) up from the finished flooring, and run a bead of
acoustical sealant into the void. If a cove base is used, fill the joint between the last course of finished
flooring and the base with acoustical sealant.
Warranty
IN NO EvENT SHIILL COLBOND. Ir'olC BE LIABLE FOR CONSEQuENTIAL DAMAGES OR DAMAGES Of ANY KINO exCEEDING THE SALE PRICE OF TKE ENt<ASOt<IC.);')
FOUND TO HAilE Br;EN aEfECTIVE. COLBOND MAKES NO WARRANTIES. EXPRESSED OR IMPLIED BY OPERA'TION OF LAW OR OTHERWISE INCLUDING BuT NOT
LIMITED TO WARRANTIES Of MERCHANTA61LIiY OR FITNES::; .OR ANY PARTICULAR PURPOSES OR END \JSE INFORMATION COt<TAINED HEREIN REGARDING
APPLICATIONS or: ENKASONIC,~ IS OF II CENEAAL NATURE, AND Slr'olCE CONDITIONS VARY WITH EACH SITE, COlBONO /JIA/lES NO GUARANTEE Of RE$UL n; Of'
THE SUffiCIENCY OF THE It<FORMATION CONTIl.INED HEREIN FOR THE uSE CQNTEMPUlTED. En~~",,"'io.'!\ I( a r~gl~l.rn<l "~dom~rk of COIOf>M e Van" ,-. ,~OV.i"" ey "
nurnOer o( U s. C>81(ln1~ No licen:e I: gr;:,,..leO nr Implied by tMe~ m~lE~r.al!i
,') COIOOOO loe R 9/00
flonnled in the U. S A
Related Documents
Enkasonic Brochure
Data Sheet Enkasonic9 9110
Guide Spec: Enkasonic@ 9110 Sound Control Matting Section 09618
.! 0~23-202 9: 32AM
FROM SBP_INC. 6127817921
3IVI
FireDam 150+
Acrylic Latex Caulk
Product Data
~S/J'/~
c@us
Fill, Void or Cavity ~terials
For US" In T1\rough-Pone!raUon
Flrcstop Systems and Joint SysterTI6
See UL Fire ResisUll'le& Directory
BRS7
1. Product Description
3M"" FireDamN 150+ Caulk is a
ready to use, gun-grade, one.
component acrylic latex elastomer
that cures upon exposure to the
atmosphere to form a monolithic
flexible seal. 3M"" FireDamN 150+
Caulk firestops openings and
penetrations through floor slabs,
walls and other fire.rated building
partitions and assemblies. 3MTlA
FireDam'" 150. Caulk, when
installed properly helps control the
spread of fire belore, during and
after exposure to fire,
3MTN FireDam 150+ Caulk
Features
Sealant remains alastomeric,
weather resistant and exhibits good
adhesion to a lull range of
construction substrates,
. Excellent adhesion
. Compression/extension recovery
of +/-16% of original joint width
. Ae-enterablelrepairable
. Excellent weatherability
. Cures upon exposure to
atmosphere.
. Applied with conventional caulk-
ing equipment
. Paintable
. Water clean.up
. No $a.g form\lltltlon
. Indentifiable color, sky blue
. Resists dirt pick'up after cure .
. No priming required
2. Applications
A. 3M"M FireDamlll 150+ Caulk i8
ide~1 for sealing simple through-
penetrations such as, metallic
pipes, conduits, power and
communication cables and
conduits, Controls the l?preed of
fire, limits the spread of noxious
gas, smoke and water.
Maintains the integrity of fire
rated construction.
Primary Iirestopping applications:
. Telepl1one, signal and control
and power cables
. Metallic conduit
. Metallic pipes
. Construction joints
j
B. Limitations
Do not apPly 3M'" FireDamTloO 1SQ.I. .
Caulk when surrounding
temperature is less lhan 400F
(4"e) and in conditions when seals
may be exposed to rain or water
spray for 12 to 18 hou rs, Also do
not apply under the following
conditions.
. Building materials that bleed oil,
plasticizers or solvent (e.g.,
impregnated wood, oll based
caulKs, green or partially
vulcaniz.ed rubber)
. Wet or frost-coaled surtaces .
. Areas that are continuously
damp or immersed in waler
P,2
3. Specifications
Materials
A. The fife stopping sealant is a
one component, ready to
use, gun grade, acrylic latex
elastomer. The sealanl shall
be liS led by independent test
agencies such as UL. FM or
OPL and be tested to and
pass the criteria of ASTM
E 814 (UL 1479) Through.
Penetration Fire Test
Standard and ASTM E 1966
(UL 2079) Fire Test Joint
Standard. It shs:1 comply
with the requirements of the
NEe (NFPA 70), BOCAI,
ICBO, SBCCI, IBC and NFPA
101.
Typically Specified Sections
07270 (1988) Firestopping
07840 (1995) Fireslopping
I 0"':'23-202 9: 33AM
FROM SSP_INC. 8127817921
P.3
4. Pertormanee
A. Typical PhySical Properties (As Supplied)
Slump Rasistance (ASTM 0 2202); . PaM
Extrusion Rate: ~-30 glseo
Dry 10 Touch (77.1=. ZS'C, 50% R.H.): 30.6.0 minutes
Cure Time r;77'F. 2S"C. 50% R,H.): 14-4.6 days
(Depends on thickness)
~pplicalion Temperature Range
(ASTM C 1299):
Color;
Spscific Gravity:
40. to 1220P (4.10 SO"C)
Sky Blue
1.50
Typical Per10rn1a"ce Propenlea (A8 Cured)
Hardness (ASTM C 66 Shore A): 45
Elongation at Break (ASTM 0 412): 150%
Tensile Strength: 65 psi (0.59 MPa)
Volume Shnnkage (ASTM C 1241): 28%
R~very (A$TM C 736): Pass
Artificial Weathering (AS'rM C 7~2): Pass
Low Temp. FlexIbility (AS'rM C 734): Pass
UV snd O~one Re$i$tance: Good
Service Temperature Range: -20. to 180"F (.28"10 52'C)
Ncle: Cl)Iltac\ 3M lor currenl ulee apecl1icalion
B. Flreatopplng Properties
Meets the criteria of ASTM E 814 Through-Penetration FIre Test Standard and ASTM E 1968 Construction
Joint Fire Test Standard, Consult current independent test laboratories directories for listings,
C. Flreatopping Code Requirements
ICBO Uniform I saCCI Standard BOCA Basic/National Building Code . NFPA Life Safety
Building Code Building Code (1996 Edition) Code 101
(1997 EditIon) (1997 Ednlon) (1997 Edition)
702 104,2..4 702,0 709.7 6-2.3,2,4
DEfiNITIONS PLANS MUSt SHOW HOW REVISED AND JOINTS PENETRATIONS AND
INTEGRITY IS EXPANDED, DEFINITIONS MISC, OPENINGS
706 MAINTAINED FOR FOR PENETRATIONS 711.0 &FIRE BARRIERS
CONSTRUCTION JOINTS ASSEMBLIES AND JOINTS ~IRE PARTiTIONS
PENETRATED 6,2,4.2, EXCEPTION
708 703.1 711.6 5 OPENINGS (EXPANSION
WOOD FRAME 202 CONSTRUCTION 'PENETRATIONS - REFERS OR SEISMIC JOINTS) IN .
CONSTRUCTION DEFINITIONS DOCUMENtS SHALL TO 714 KO OR S
f:IAEBLOCKING INo.lCATE DETAILS AND
705.3 MATERIALS FOR 711.7 APPENDIX
709 WOOD FRAME PROVIDING RATINGS AT JOINTS - REFER TO 709,7 A-ij-2,4.2
WALL & PARTITION CONSTRUCTION JOINTS AND
PENETRATION FIREBLOCKING PENETRATIONS 713.0 5-3,6.1
PROTECTION FLOOR/CEILING ANO i>ENETRATlONS AND
705,3.1.5 703.1,1 ROOF/CEILING MISC, OPENINGS
709,3,2,2 CURTAIN WALL GAP PENETRATIONS AND ASSEMBLIES IN FLOORS AND SMOKE
CURTAIN WALL GAP JOINTS SHAI.L NOT BE BARRIERS
705,4 (GENERAL) CONCEALED FROM 713.2
710 PENETRATIONS OF FIRE VIEW BEFORE CURTAIN WALL GAP NfP~ '221
FLOOR/CEILING OR MTED ASSEMBLIES INSPECTION
ROOF/CEILING 713.4 FIRE WALLS AND
PENETRATION 70S,5 (WALLS) 703.2 PENETRATIONS. REFERS BARRIERS
PROTECTION BUILOINGS f:OR MORE TO 714
705,6 (ROORS) THAN TWO STORIES
711.3 SHALL INDICATE 713.5
SHAFT ALTERNATIVE 705.7 ALL PENETRATIONS JOINTS. REFERS TO
FIRr RESISTANT JOlm 709.7
714 SYSTEMS 704.1.1 NFPA
TtiROUGH.PENETRAY!ON SUFFICIENT DATA 714,0
FIRESTOPS F&T SHALL BE AVAILABLE PENETRATIONS - ALL Code 7D NEe
REQUIREMENTS TO JUSTIFY UNTESTEO REQUIREMENTS National
MATERIALS USED FOR (GENERAL) Electric Code
UBC STANDARO 7-1 RESTORATION OF FIRE
EOUIVALENT TO RATINGS 714.1 THROUGH 714.1.6,2
ASiM ~ 119 WALL ASSEMBLIES 300-21 FIRESTOPPING
707,0
UBe STANDARD 7.5 fiRE WALLS AND 714,2 THROUGH 714,2,6,5
EaUIVALfNT TO PARTY WALLS FLOOR/CEILING AND
ASTM E 814 ROOF/eEl LING CABO
707,10 ASSEMBLIES One and Two
PENETP.ATlONS - Family Dwelling
REFEAS TO 714 714.3 THROUGH 714,3.2
NONRATED ASSEMBLIES Code
707.8 (1995 Edition)
JOINTS, R.EFERS TO 721,0
709,7 flREBLOCKING AND
DRAFTSTOP PING 602.7
709.0 FIRESTOPPING
FIRE SEPARATION (FIREB~OCI(ING IN OTHER
ASSEMBLIES MODEL CODES)
709.8
PENETRATIONS - REFER
TO 714
10-:-23-202 9:34AM
FROM SBP_INC. 6127817921
5. Installation Techniques
Consult your 3M Authorized Fire
Protection Products
OistributorlDealer for drawingnl.nd
system details.
In,tallatlon Note.:
· Clean surface of the opening
and all penetrating items to
allow proper adhesion of
fireSIOp materials.
. Install damming materials as
necessary to meet requirements
of appropriate system.
. Install the proper amount of
. 3M'" FireDam'" 150+ Caulk for
appropriate system and rating.
6. Maintenance
3Ml'of FireDam"" 150+ Caulk Is
stable under normal storage
conditions. She/I life Is 12 months
from date of manufacture when
$tored in a clean, dry area with
temperatures between 400F and
90uF we and 320C). Avoid
repeated free:i:e/lhaw of 3M'N
RreDam1'M 150+ Caulk while stili in
packaging,
7, Availability
3M"M FireDamn4 150+ Caulk is
available froni 3M Authorized Fire
Protectlon P roelucts DiStributors
and Dealers. Caulk is available in
10.1 OZ., 28.0 oz. cartridges and
4.5 gal. paiL
P,,d
8. Safe Handling Information.
Consult Material Safety Data
Sheet prior to handling and
disposing of 3M'''' FireOamlf<l 150+
Caulk.
07/15/2003 09:54
6128515351
BLANCHARD
PAGE 02
6936 Washburn Ave. S,
Richfield, MN 55423
612.861-6361
July 16, 2003
Mr. Roger Johnson
JSSH Architects, Inc.
14525 Hwy, 7, Suite 375
Minnetonka, MN 55345
Re: Lakefront Plaza Framing Inspections
Dear Mr. Johnson:
On Thursday, July 10, 2003 and Wednesday JUly 16, 2003 I completed a framing inspection of the
fOllowing:
1. Commons area entrance canopies.
2. North and south retail eyebrow mofs,
The framing is acceptable.
Sincerely,
~..d'd'. ~~<f/4W1.~
William G, Blanchard, PE
Structural Engineer
I hereby certify that this specification was prepared by me or under my direct SlJpelVision and that 18m
a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Date 7-/(,-03
Lie, No, 19567
Cc: Mike Vallez, Wensmann Homes. Inc.
Mike Rentz, Wensmann Homes, Inc,
,:,-':~"''';'"",
Department of Administration
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~TA TV O~. 1\nNN1I'~OT j.\
FT .FV A TOR IN~PF.(,,'flON Rli~pnRT
DEP.\Inl\olENT OF' ADl\UNJSTnATION
BtTILl)ING CODES ~\ND STAND..:\RDS DIVISION-ELEVATOR SAI'~ETI' SEC110N
408 l\'letro Square BuUdine;, St. Pau&. 1\'L1\I 55101-2181
-
Department of Administration
Vol~\'I: ~51 !%-"6~!I; FA."(: 1)511,'1;-19"3
l-rY,'TDD: T'''ill Clt!l!~ 6~11!P-5~~3 ~r Grfnt",r'MlmIP"otl\ "0 62"-351!1
SITE: Lake.fi:ontP1l1za Condorrrinimn$, ~1
16168~lain Ave, $.E., Prier Lal:e, MN 5SJ72
SUBJECT: L1ycl:rauJic PaSSenf:,"ef
CONL\CT:
~spE't.'tjon Data:
/
.-
ElflVatol' ID # -09314J.VfD3-0J
,/ PHONE:
#Holst-ways:
I #EIc'\'Unlts:
Building: Height 41e...els. Com1r~"jlon ~. Com bil1.iltion
:2 ElevFllIt#: :2 Elc,'utol'Mfr: Schindlec,r #md~s:
J:~I'e,'i(.usly Inspected: N
E'-~vator Type: Pas!i;\?'nget
Unit Conlrvl; Mk.roproocfisN
LIft Method: Hydraulic Rbt Ft'~ 30
Sp\'ed: ! ~o ;p LUJldin~!f: 4 # ~enln~lj:
Rbe Incbes: 11 7"
4 Raterl (..Pad; 2500
.
Cor~ Comments:
INITIAL INSPECTION: _Y
Rule #; c.~.,...ments~
REfNSPEcnON;
DA IE t 2-.3: f"':; 0 "3
--------------_._--_.-...-...-_-.---------~------~------
.-.--.-..--.-....----------------------------
'.-.!.:.
-'
l~
.~-~~~~-
"""",/~'
*APP1'O,";d pending receipt of docwuen1ation \'eriflyJng that ~orrectJons .~ .,::>'
we" com leted. Date: Ins lector: .--- /,..?::/
r\))Pi"OV4!d: A OJJeratln~ Penult ls~~ued: Date:7- Z ..../-G~.]D:'U)~t~r: -~. ._--;~ ~:.-/7
I In:~\jedlOn and a'ODro....~u is besed on the r~lluirem~nt:; set fort.lt in the :Nmmesota Statutes. Chanter 183.357" Stlb;~:tl
COUl'iITUCiiQD i.7.li1' Oul,,: _ Cou~ttU('t1ou Date: .____ E~fl!Uated Final hUI"'t'.ctiOl~__
lll~pectl,jr:_~ _"_._
ApPI"oval Status:
:...n9. Anm"I1""C'r..~ Cnndlffnl1n' A"nrnv~aI"': fl.1t~: In~nf'ctJ)":
-NOTE: CONUiTJONAL AP"'~OVJ~L IS 11,\!"lIm IIPON l\n:J<:TIN(; ALl. THE COI>I({:mmfo:CTI()N~ L110iTIW
I ABOVE, A LETTER OF C'Ol\-IPUAl'llCE MUST SE RECEJ'\'F..D \VITHIN n!U{TI' (30) DAYS OF l!\j~PECTION,
Ie- ,.- r _ ..- d. . r ___ _-
I
---8
'"-'bite>: BCSD: COI,il?>': __________________________________
07/28/03 11:49 FAX 6516410503
ALL TEC,LLC
f4J 001
CCTV. SECURITY. FIRE ALARM
, Access CONTROL. PHONE/DATA
FAX COVER SHEET
DATE: "7 I t2!fjjJ5
() (
TO:Ja..~( /1\ t5v..,'{J/~
ATTN:
,~oJ-..:
,
\
RE:
FROM:
{ZJ-~(
Wi~
0( If 1ie-
NUMBER OF PAGES INCLUDING THIS COVER SHEET Ii
j!< r~ {J fh.e- ~~
CA t/ /<.J.. 1'04. J{6.uw(
YO'" R-f'~ '-i....5/--e/,
Gl.h<.l Qu.,~'011 S" .
/
/kt?- ~-.Q
7 A(;(~k-f
ahr.
IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE NOTIFY OUR
OFFICE.
THANK YOU
1145 Snelling Ave. N., S1. Paul, MN 55108 (651) 641-0486 Fax (651) 641-0503
07/28/03 11:49 FAX 6516410503
CIS Report
07/28/03 11:26
ALL TEC.LLC
Page: 1
Account Number: 756113
Premise===============================~~ Mailing Address========================
LAKEFRONT PLAZA LAKE FRONT PLAZA
16154 MAIN AVENUE 16154 MAIN AVENUE
PRIOR LAKE MN PRIOR LAKE, MN
Default Zone: 240445
PERMIT/REG. #
ALT TX PATH
FORMAT
geo code
key/corn
Panel Type
Start Date
Active (Y/N)
Time Zone
Test Span
CONTACTID
Geo Code
Key Number
SK582C
07/18/03
Y
CST
HOURLY (OPR HANDLED)
Defaults Passcodes and Emergency
User Phone Number
Contact Name
Contacts
SCOTT COUNTY *
SCOTT COUNTY *
SCOTT COUNTY *
ALL TEC LLC
AUTHORIZED PASSCODE
(952) 445-1411
(952) 445-1411
(952) 445-1411
(190) 0
No Phone #
Signal Descriptions
Event Description
Signal Code Event Type
------------ -------------------- ------------------------------
131 TROUBLE
133 FIRE - COMMERCIAL
134 TROUBLE
231 TROUBLE
233 FIRE - COMMERCIAL
234 TROUBLE
331 TROUBLE
333 FIRE - COMMERCIAL
334 TROUBLE
431 TROUBLE
433 FIRE - COMMERCIAL
434 TROUBLE
531 TROUBLE
533 FIRE - COMMERCIAL
534 TROUBLE
631 TROUBLE
633 FIRE - COMMERCIAL
634 TROUBLE
733 FIRE - COMMERCIAL
833 FIRE - COMMERCIAL
933 FIRE - COMMERCIAL
1033 FIRE - COMMERCIAL
1133 FIRE - COMMERCIAL
1233 FIRE - COMMERCIAL
1333 FIRE - COMMERCIAL
1433 FIRE - COMMERCIAL
1533 FIRE - COMMERCIAL
1633 FIRE - COMMERCIAL
1733 FIRE - COMMERCIAL
1833 FIRE - COMMERCIAL
1933 FIRE - COMMERCIAL
GARAGE SW NAC
BASEMENT ELEV 1 LOBBY SMOKE
2ND FLR SW NAC #1
GARAGE NE NAC
BASEMENT ELEV 2 LOBBY SMOKE
2ND FLR SW NAC #2
1ST FLR SW NAC
ELEVATOR MECH ROOM SMOKE
2ND FLR NE NAC
1ST FLR NE NAC
1ST FLOOR SW CORRIDOR SMOKE
3RD FLR SW NAC
DOOR HOLDERS
1ST FLOOR SW CORRIDOR SMOKE
3RD FLR NE NAC
DOOR HOLDERS
1ST FLOOR SW CORRIDOR SMOKE
DOOR HOLDERS
1ST FLOOR SW CORRIDOR SMOKE
1ST FLOOR SW CORRIDOR SMOKE
1ST FLR ELEV 1 OVERHEAD SMOKE
1ST FLOOR ELEV 1 LOBBY SMOKE
1ST FLOOR ELEV 1 LOBBY SMOKE
1ST FLOOR SW CORRIDOR SMOKE
1ST FLOOR SW CORRIDOR SMOKE
1ST FLOOR SW CORRIDOR SMOKE
1ST FLR ELEV 2 OVERHEAD SMOKE
1ST FLOOR ELEV 1 LOBBY SMOKE
1ST FLOOR ELEV 2 LOBBY SMOKE
1ST FLR ELEV 2 OVERHEAD SMOKE
1ST FLOOR NE CORRIDOR SMOKE
Call List
NOTIFY
FDISP
NOTI FY
NOTIFY
FDISP
NOTI FY
NOTI FY
FDISP
NOTIFY
NOTIFY
FDISP
NOTIFY
NOTI FY
FDISP
NOTI FY
NOTIFY
FDISP
NOTIFY
FDISP
FDISP
FDISP
FDISP
FDISP
FDISP
FDISP
FDISP
FDISP
FDISP
FD IS P
FDISP
FDISP
Req
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
[4J 002
Page 1 of 3
https:l/webaccess,bestresponse,comlelink?Pgm=WWREPOR T &Func=VIEW &DA TE=731426.4 7685&RI." 7/2812003
07/28/03 11:50 FAX 6516410503 ALL TEC,LLC l4J 003
CIS Report Page 2 of3
07/28/03 11: 26 Page: 2
Account Number: 756113
================================================================================
Signal Descriptions (continued)
Signal Code Event Type Event Description Call List Reg
------------ -------------------- ------------------------------ -----------
2033 FIRE - COMMERCIAL 1ST FLOOR NE CORRIDOR SMOKE FDISP OPR
2133 FIRE - COMMERCIAL 1ST FLOOR NE CORRIDOR SMOI~E FDISP OPR
2233 FIRE - COMMERCIAL 1ST FLOOR NE CORRIDOR SMOKE FDISP OPR
2333 FIRE - COMMERCIAL 1ST FLOOR NE CORRIDOR SMOKE FD IS P OPR
2433 FI RE - COMMERCIAL 1ST FLOOR NE CORRIDOR SMOKE FD IS P OPR
2533 FIRE - COMMERCIAL 1ST FLOOR NE CORRIDOR SMOKE FDISP OPR
2633 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
2733 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDI S P OPR
2833 FI RE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
2933 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
3033 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
3133 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
3233 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
3333 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
3433 FIRE - COMMERCIAL 2ND FLR ELEV 1 DOOR HOLD SMK FDISP OPR
3533 FIRE - COMMERCIAL 2ND FLOOR ELEV 1 LOBBY SMOKE FDISP OPR
3633 FIRE - COMMERCIAL 2ND FLOOR ELEV 1 LOBBY SMOKE FDISP OPR
3733 FIRE - COMMERCIAL LOUNGE AREA SMOKE FDISP OPR
3833 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
3933 FIRE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
4033 FI RE - COMMERCIAL 2ND FLOOR SW CORRIDOR SMOKE FDISP OPR
4133 FIRE - COMMERCIAL 2ND FLR ELEV 2 DOOR HOLD SMOKE FDISP OPR
4233 FIRE - COMMERCIAL 2ND FLOOR ELEV 2 LOBBY SMOKE FVRFY OPR
4333 FIRE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FDISP OPR
4433 FIRE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FDISP OPR
4533 FI RE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FDISP OPR
4633 FIRE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FDISP OPR
4733 FIRE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FDISP OPR
4833 FIRE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FDISP OPR
4933 FIRE - COMMERCIAL 2ND FLOOR STAIR C SMOKE FDISP OPR
5033 FIRE - COMMERCIAL 2ND FLOOR NE CORRIDOR SMOKE FD IS P OPR
5133 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDrSp OPR
5233 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
5333 FIRE - COMMERCIAL 3RD FLOOR STAIR A SMOKE FDISP OPR
5433 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
5533 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
5633 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
5733 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
5833 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
5933 FIRE - COMMERCIAL 3RD FLR ELEV 1 DOOR HOLD SMOKE FDISP OPR
6033 FI RE - COMMERCIAL 3RD FLOOR ELEV 1 LOBBY SMOKE FD IS P OPR
6133 FIRE - COMMERCIAL 3RD FLOOR ELEV 1 LOBBY SMOKE FDISP OPR
6233 FI RE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
6333 FIRE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
6433 FI RE - COMMERCIAL 3RD FLOOR SW CORRIDOR SMOKE FDISP OPR
6533 FIRE - COMMERCIAL 3RD FLR ELEV 2 DOOR HOLD SMOKE FDISP OPR
6633 FI RE - COMMERCIAL 3RO FLOOR ELEV 2 LOBBY SMOKE FOISP OPR
6733 FIRE - COMMERCIAL 3RD FLOOR NE CORRIDOR SMOKE FDISP OPR
6833 FIRE - COMMERCIAL 3RD FLOOR NE CORRIDOR SMOKE FDISP OPR
6933 FIRE - COMMERCIAL 3RD FLOOR NE CORRIDOR SMOKE FDISP OPR
7033 FIRE - COMMERCIAL 3RD FLOOR NE CORRIDOR SMOKE FDISP OPR
7133 FIRE - COMMERCIAL 3RD FLOOR NE CORRIDOR SMOKE FDTSP OPR
7233 FIRE - COMMERCIAL 3RD FLOOR NE CORRIDOR SMOKE FDISP OPR
https://webaccess.bestresponse,com/elink?Pgm=WWREPOR T &Func=VIEW &DA TE=731426.4 7685&Rl., 7/28/2003
07/28/03 11:50 FAX 6516410503
CIS Report
07/28/03 11:26
ALL TEC.LLC
Account Number:
756113
Page: 3
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
Signal Descriptions (continued)
Signal ~ode Event Type Event Description
Call List
------------ --~----------------- ------------------------------ -----------
7333 FIRE - COMMERCIAL
7433 FIRE - COMMERCIAL
7533 FIRE - COMMERCIAL
7633 FIRE - COMMERCIAL
10033 FIRE - COMMERCIAL
10133 FIRE - COMMERCIAL
10233 SUPERVISORY
10333 SUPERVISORY
10433 SUPERVISORY
10533 SUPERVISORY
10633 SUPERVISORY
10733 SUPERVISORY
10B33 SUPERVISORY
10933 FIRE - COMMERCIAL
11033 TROUBLE
11133 TROUBLE
11233 TROUBLE
11333 TROUBLE
11433 TROUBLE
11533 SUPERVISORY
3RD FLOOR STAIR C SMOKE
3RD FLOOR NE CORRIDOR SMOKE
3RD FLOOR NE CORRIDOR SMOKE
PANEL ROOM SMOKE
GARAGE WATERFLOW
MAIN WATERFLOW
GARAGE RISER TAMPER
MAIN GATE VALVE
ALL SYSTEM CONTROL VALVE
MAIN RISER TAMPER
PIV
Low Air
DRY GATE TAMPER
DRY FLOW ATTIC
ELEVATOR #1 PRIMARY RECALL
ELEVATOR #1 SECOND RECALL
GENERAL DAMPER SHUT DOWN
ELEVATOR #2 PRIMARY RECALL
ELEVATOR #2 SECOND RECALL
ELEVATOR MECH ROOM TAMPER
FDISP
ForSp
FDISP
FDISP
FDISP
FDISP
NOTIFY
NOTIFY
NOTIFY
NOT I FY
NOTIFY
NOTIFY
NOTIFY
FDISP
DEALER
DEALER
DEALER
DEALER
DEALER
DEALER
Req
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
OPR
~004
Page 3 of 3
https://webaccess. bestresponse.com!elink?Pgm=WWREPORT &Func==VIEW &DA TE=731426.4 7685&RI". 7/28/2003
07/30/2003 03:20
5517483143
FIRE -GUARD SPRH11<LER
PAGE 01
tileD / Fire & Building
/ Products
Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500
"~
CENTRAL
-
Customer Service/Sales;
Tel: (215) 362-0700 I (800) 523-6512
Fax: (215) 362-5385
Series D5-1- 5.6 K-factor
Dry Type Sprinklers
Quick and Standard Response, Extended Coverage
General
Description
Model/Sprinkler
Identification
Numbers
The Series OS-1, 5.S K-factor, QUick
Response (3 mm Bulb) and Standard
Response (5 mm Bulb), Extended
Coverage Horizontal Sidewall, Ory
Type Sprinklers are decorative glass
bulb automatic sprinklers, They are In-
tended for use in applications where
the sprinklers and/or a portion of the
connecting piping may be exposed to
freezing temperatures (e.g., horizontal
piping extensions through a wall to
protect an unheated area of a build-
ing), The Series OS-1 Extended Cov-
erage Horizontal SIdewall Sprinklers
are designed for extended coverage
use in light hazard occupancies
(ECLH),
TY3338 - (3 mm Bulb Type)
TY3358 - (5 mm Bulb Type)
Technical
Data
Approvals
Ul and C-UL listed. NYC Approved
(Refer to Table A)
Maximum Working Pressure
175 psi (12,1 bar)
Inlet Thread Connection
, Inch NPT
Discharge Coefficient
K =. 5,6 GPM/ps11/2
(80,S LPM/bar1i2)
Temperature Ratlng9
Refer to Table A
WARNINGS
The Series DS-1 Dry Type Sprinklers
oescribed herem must be Jrlsta/led and
maintained in compliance wIth this
documenT, as well as wIth the appllcs-
ole standaros of the National Fife Pro-
tection AssociaTion, in addition to tne
standards of any other au/horlrles ha v-
I(lg jl.Jrisdictfon, Failure /0 do so may
Impair the integrity of these devices,
The Ownsr is responsible for maintain-
ing tneir fire proteCTion system and de-
vices in proper operating condiTIon, Finishes
The installmg contractor or sprinkler Sprinkler: Natural Brass, Chrome
manufacturer should be contacted Plated, White Polyester
relallve to any questions, Escutcheon: While Coated or Chrome
The Series 08-1 Dry Type Sprinklers Plated
mUST only bs inSTalled in fittmgs that Physical Characteristics
msst the requirsments of the Design Inlet
CrlTefl8 section, ... .___ !Iuil
Copper
, , Copper
----less Steel
'bon Steel
, Bronze
less Steel
, Glass
, Bronze
, Bronze
, Bronze
less Steel
less Steel
Post-it~ Fax Note
To PAuL
cO.JDeP1C, f t'rrw L.#e.
Phona# ~ 1.l.i S-
Fad,.s Z. "l"{ 1~\' ~ 1
~
Date 1 /1 D
Fro", O~t! ut__
CO. Flrt - (;:v~
Phone II 'Sf "1~ &
767'
"
Fax 1I
Page , of 6
JANUARY, 2003
,"~.,~
." ~.~;~'.- -'
;. . I',,;." . ~::"
",..J ,:~
, "-!IlI~~
'..~~~' .
Spring " ",.. Stainless Steel
Sealing Assembly . , , , . . . , ,
, , , , , . Beryllium Nickel wiTeflon-
Escutcheon " '" Carbon Steel
Patents
U,SA Patent Number 5,188,185 may
be applicable to the Series DS-1, 56
K-factor, Quick and Standard Re-
sponse. Extended Coverage Horizon-
tal Sidewall, Dry Type Sprinklers
Operation
When the Series DS-1 is In service,
water IS prevented from entering the
assembly by the Plug & Belleville Seal-
Ing Assembly (Ref, Figure 1) in the
Inlet of the Sprinkler, The glass Bulb
contains a fluid that expands when ex-
posed to heat, When the rated tem-
perature Is reached, the fluid expands
sufficiently to shatter the glass Bulb,
and the Bulb Seat is released The
compressed Spring IS then able to ex-
pand and push the Water Tube as well
as the GUide Tube outward ThiS action
simultaneously puliS Inward on the
Yoke, withdrawing the Plug 8. Belleville
Seal from the Inlet allOWing the sprin-
kler to activate and flow water
. Registered Trademark of DIJPont
TFP520
PAGE
C>'"')
'-'.:.
87/38/2883 89:28
6517489143
FIRE -GUARD SPR HU<LER
Page 2 of 6
SPRINKLER FINISH
TY3338 HSW
(3 mm Bulb Type)
wI Standard Escutcheon
(Rat. Fig. 2)
TY33t58 HSW
(5 mm Bulb Type)
wI Stendard Escutcheon
(Ref, Fig, 2)
Tllmperl!lture Bulb Natural Chrome I White
Rating Color Code Brallll Plafed POlyester
135"F/S7"C Orange 1,2,3
15soF/68'C Red 1.2.3
Notes:
1. Listed by Underwriters Laboratories. Inc, (Maximum order length 01 48 Inches),
2, Listed by Underwriters Laboratories for use In Canada
(Maximum order length of 48 Inches),
3, Approved by the City of New York under MEA 352-01-E,
TABLE A
SERIES DS-1, EXTENDED COV~RAGE HORIZONTAL SIDEWALL
DRY TYPE SPRINKLERS
LABORATORY LISTINGS AND APPROVALS
TFP520
Design
Criteria
The Series OS-1 Sprinklers are In-
tended for use In fire sprinkler systems
designed In accordance with the ex-
tended coverage installation guide-
lines provided by NFPA 13 and the
installation criteria provide by Table B.
The Series DS-1 Dry Type Sprinkler is
to be installed in the 1 inch NPT outlel
or run of malleable or ductile Iron
threaded tee fittings that meet the di-
mensional requirements of ANSI
B16,3 or cast iron threaded tee fltlings
that meet the dimensional require-
ments of ANSI B 16,4 with the end
sprinkler fitting on a branch line to be
plugged as shown In Figure 1.
For wet pipe sprinkler systems. the
Series OS-1 Dry Type Sprinklers may
also be installed in the 1 inch NPT
APPLICATION Coverage (1\ Min Mln Temperature Top Of Defllllctor To
WxL Flow PrOO8ure Rating Ceiling Distance (2)
FT X FT (m x m) GPM (LPM) PSI (BAR) OF Inchell (mm)
TY3338 HSW 16 x 16 (4,9)( 4,9) 26 (98) 21,6 (1,49)
(3 mm Bulb Type) 16 x 18 (4.9 x 5,5) 29 (110) 26.8 (1,8.5)
For Quick Responlle 135&155 4to 12
Light Hazard 16 x 20 (4,8 x 6,1) 32(121) 327 (2.25) (100 to 300)
Extended Coverl!lgo ~
Per NFPA 13 18 x 16 (5.5 x 4,9) 29 (110) 26.8 (1,85)
.. 1-
APPLICATION Coverage (1) Mln Mln Temper.ture Top Of DeOector To
WxL Flow Prllll.ure Rating Clllllng Distance (2)
FT X FT (m x m) GPM (LPM) PSI (BAR) of Inches (mm)
TY3368 HSW 16 x 16 (4,9 x 4,9) 26 (98) 21,6 (1,49)
(5 mm BUlb Typo) 16x 18 (4.8x5,5) 29 (110) 26,8 (1.85)
For Standard Response 135&15.5 4 to 12
light Hazard 16 x 20 (4,8 x 6,1) 32(121) 32,7 (2.2.5) (100 to 300)
Extended Coverage ~
Per NFPA 13 18 x 16 (5,5 x 4.9) 29 (1 10) 26.8 (1.85)
or l'
NotllS:
1. The minimum allowable spacing between sprinklers 10 prevent cold soldering is 14 feel (4,3 m)
2, To meellhe detlector-to-ceiling distance of 4 to 12 inches (100 to 300 mm), the centerline of the sprinkler waterway must be
4-7/16 to 12-7116 inches below the ceiling.
TABLE B
SERIES DS-1, EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY TYPE SPRINKLERS
UL AND C-UL INSTALLA TION CRITERIA
07/30/2003 09:20
5517489143
TFP!l20
PLUQ WITH YOKE
GASKE:TED SPRING
PLATE SEAL
l.~
"
//
/
INLET
1" NPT
SP ING
FIRE-GUARD SPRINKLER
PAGE 03
CASING
I
Page 3 of 6
INSERT FRAME 3 or 5 mm DEFLECTOR
\ BULB , I
I I
/
\
\
\
GUIDE BULB VENT COMPRESSION
TUBE SEAT HOLE SCREW
WATER
TUBE
FIGURE 1
TY3338 (3 mm BULB) AND TY3358 (5 mm BULB)
EXTENDED COVERAGE HORIZONTAL SIDEWALL ASSEMBL Y
outlet of a Central Figure 730 Mechani-
cal Tee Adapter Tee.
NOTE
Do nor install ~he Series OS-1 imo any
othsr type flttmg wirhout first consult-
mg the Technicsl Services oepart-
rr:~nt. Failure to use the appropriate
flttmg may result in: failure of the sprin.
kler to properly operate dUB to forma-
tion of ice over the inlat Plug or bindIng
of the Inlet Plug: or, insufficient en-
gagement of the inlet pipe threads with
consequent feak8gB.
Branch, cross, and feedmain piping
~onnected 10 Dry SprinKlers and sub-
Ject 10 freezing temperatures must be
pitched for drainage in accordance
with Ihe minimum requirements of the
National Fire Protection Association
for dry pipe sprinkler systems,
When Dry Sprinklers are to be used in
wet pipe sprinkler systems protecting
areas subject to freezing temperatures
(e,9', horizontal extensions into freez-
ers), consideration must be given to
the appropriate length of the sprinkler
that will prevent freezing of the water
In the connecting pipes due to conduc-
lion, When the temperature surround-
ing the wet pipe sprinkler system IS
maintained at a minimum temperature
of 40'F/40C, the following are the mini-
mum recommended lengths between
Ihe lace of the sprinkler filling and the
outside surface of the protected area
(i.e.. length exposed 10 minimum am-
bient of 40"F/4"-C),
. 12 inches (300 mm) when the tem-
perature within the protected area
is .20"F/-290C
. 18 Inches (450 mm) when the tem-
perature within the protected area
Is -40"F/-40'C
. 24 inches (600 mm) when the tem-
perature within the protected area
is .60'F/.S1"C
For protected area temperatures be-
tween those given above, the minimum
ORDER LENGTHS:
2-112" to 48"
r- (63.S to 1219,2 mm) --r=--+- 4" % 1/8"
IN 1/4" (6,4 mm) I (101,6 = 3,2 mm)
~' INCREMENTS _~ FACE OF
:--:__~ FACE OF I j MOUNTING
'____"' SPRINKLER 1-3/4' DIA, , SURFACE
,-..._m., FITTING (""[) ~\ -____ ____,,__..___
'l '..., \', f
i......'-' ' . ... __...__..J',
3" DIA
[:i-:::::~ SPRINKLEO FITTING - .~ -! . J -':t'
'--".' (REFER TO DESIGN CENTERLINE 7/16"
CRITERIA SECTION) OF WATERWAY (11,1 mm)
FIGURE 2
TY3338 (3 mm BULB) AND TY3358 (5 mm BULB)
EXTENDED COVERAGE HORIZONTAL SIDEWALL
wi STANDARD ESCUTCHEON
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCH FlATS
,
/i'
'U
FIGURE 3
W- TYPE 7 SPRINKLER WRENCH
recommended lenglh from the face of
the fitting to the outside of the pro.
tected area may be determined by in-
terpolating between the Indicated val-
ues,
order to pr6vent the leakage of moist
air Into the freezing BreB which might
result in the formation of condensare
around the Frame, Def/ector, Bulb
Seat, or Bulb. Failure ro prevenr rhe
formatIon of condensate could result in
the build-up of ice around rhe releaSing
components This could result in an
insdvertent operation of the spnnkler
or impaired operation due co reduced
thermal sensitivity,
NOTE
When Dry Sprinklers penetrate 8 wall
into an area subject to freezing, the
clearance space around the Sprinkler
Casing must be completely sealed In
07/30/2003 09:20
5517489143
Page 4 of 6
Installation
The Series DS-' Dry Type Sprinklers
must be mstalled in accordance with
the following Instructions:
NOTES
The Series OS-1 must only be instal/ed
in fittings that meet the requirements
of the Design Criteria section,
Rafer to the Design Criteria section for
other. important requirem9nts regard-
mg piping design and sealing of the
clearance space 8round the Sprinkler
Casing,
Do not Install any bulb type sprinkler If
the bulb IS cracked or there is a IOS8 of
liquid frofT' the bulb With the sprinkler
held horizontally, .. small air bubble
should be oresent, Ths diameter of the
air bubble is approximately 1/16 Inch
(1.6 mm),
A leak tight 1 Inch NPT sprinkler joint
should be obtained with a torque of 20
to 30 ft,lbs. (26,8 to 40,2 Nm), Hig/ler
levels of torque may distort the sprin-
I<ler inlet with consequent leakage or
impalrmenr of the sprinkler,
Do not attempt to compensate for In-
sufficient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler, Readjust the position o{ the
sprinkler fitting to suit,
Step 1. Horizontal sidewall sprinklers
are to be installed in the horizontal
position with their centerline of water-
way perpendicular to the back wall and
parallel to the ceilmg, The word "TOP"
on the Deflector is to face towards the
ceiling.
Step 2. With pipe thread sealant ap-
plied to the inletthreeds, hand tighten
the sprinkler into the sprinkler fitting
Step 3. Wrench tighten the sprinkler by
wrenching on the Casing with a pipe
wrench whenever the casing is readily
accessible Otherwise, use a W- Type 7
Sprinkler Wrench (Ref, Figure 3). The
wrench recess of the W-Type 7 is to be
applied to the sprinkler wrench flats
(Ref, Figure 3),
Step 4. After the wall has been In-
stalled/finished, slide on the outer
piece of the Escutcheon until It comes
in comact with the ceiling/wall.
FIRE-GUARD SPRINKLER
PAGE 04
Care and
Maintenance
The Series DS-1 Dry Type Sprinklers
must be maintained and serviced in
accordance with the following instruc-
tions:
NOTES
Absence of rh8 outer piece of an es-
cutcheon, which Is uS8d to cover a
cle,,!rancs hole. may delay the time to
sprrnkler operation In 8 fire situation,
Before closing 8 fire protection systsm
rosm control vslve for maintenance
work on ths fire protection system that
it controls. permission to shut down ths
affected fire protection systems must
be obtained from the proper suthorl-
ties and all personnal who may be
affected by this action must be notified,
A Vent Hole is provided in the Bulb
Seat (Ref. F=igure 1) to Indicate if the
Dry Sprinkler is remaining dry, Evi-
dence of leakage from ths Vent Hole is
an indication rha t there may be
weepage past the In/et seal and that
the sprinkler needs to bi! removed for
d8terminlng the cause of leakage (e.g.
an Improper installation or an Ice plug).
The {ire protection system control
valve must be closed and the system
draifled before removing the sprinkler,
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced
Automatic sprinklers must never be
painted, plated, coated, or otherwise
altered after leaving the factory, Modi-
fied sprinklers must be replaced
Sprinklers that have been exposed to
corrosive products of combustion. but
have not operated, should be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it wIth a soft
bristle brush,
Care must be exercised to avoid dam-
age - before, during, and after instal-
lation Sprinklers damaged by drop-
ping, striking, wrench twist/slippage,
or the like, must be replaced. Also,
replace any sprinkler that has a
cracked bulb or that has lost liquid from
its bulb (Ref, Installation Section),
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion ASSOCiation (9,g" NFPA 25), In
addition to the standards of any other
authOrities having Jurisdiction, The In-
9talll"'g contractor or sprinkler manu-
factu rer should be contacted relative to
any questions,
TFP520
It Is reCOmmended that automatic
sprinkler systems be Inspected,
tested, and maintained by a qualified
Inspection Service.
Limited
Warranty
PrOducts manufactured by Tyeo Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects In material and work-
~e.nship when paid lor and properly
Installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. r\)o war-
ranty IS given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyeo Fire Products or for products and
components which halle been subject
to misuse, improper Installation. Corro.
Slon, or which have nOl been Installed,
maintained. mOdIfied or repaired In ac.
cordance With applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by "TYco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option, Tyco Fife Products neither as-
sumes, nor authorizes any person to
assume for It, any other obligation in
connection with the sale of products or
parts of products Tyeo Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEOUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES. RE.
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' li-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE
THE FOREGOINt:; WARRANTY IS
MADE IN LIEU OF ANY AND AL.l.
OTHER WARRANTIES EXPRESS OR
lMPL/ED./NCLUDING WARRANTIES
OF MERCH4NIABUJIY... AND FIT-
NESS FOR A PARTICULAR PUR-
fflS.E.
07/30/2003 09:20
5517489143
TFP520
Ordering
Procedure
Contacl your local distributor for avail-
ability. and please specify the follow-
ing:
" Sprinkler
. Model/SIN
. Bulb Size (3 or 5 mm)
. Extended Coverage Horizontal
Sidewall Dry Type Sprinkler.
. 5 6 K-factor,
. Order Length.
Dry Type Sprinklers are furnished
based upon Order Length as
measured from the fsee of the wall
to the fsce of the sprinkler fitting
(Ref, Figure 2), After the measure-
ment is ta.ken, round it to the near-
est 1/4 inch increment.
. 1 Inch NPT Inlet Connection.
FIRE-GUARD SPRINKLER
PA(:;E 05
Page 5 of 6
. Temperature Rating.
. Sprinkler Finish.
. Standard Escutcheon and Finish.
. Part Number fro Table C.
2, W-Type 7 Sprinkler Wrench,
Refer to the Price List for complete
listing of Part Numbers,
PIN 60 - XXX - X - XXX
I
MODEUSIN
350 EC SIdewall 3 rnm Bulb 'N3338
(1 "NPT). 13SF/57C
351 EC SidewallS mm Bulb 'N3338
(1 "NPT), 1 55F/68C
950 EC Sidewall, IS mm Bulb 'N3358
(1' NPT), 135F/57C
951 EC Sidewall. 5 mm Bulb 'N3358
(1" NPT), 155F/68C
NOTES
ORDER
LENGTH (1)
(EXAMPLES)
055 5.50"
SPRINKLER ESCUTCHEON
FINISH FINISH 082 a,25"
TURAL BRASS WHITE 180 la.OO"
TE POLYESTER WHITE 187 18.75"
ROME PLATED CHROME PLATED 372 37.25"
ROME PLATED WHITE 4aO 48,00"
NA
4 WHI
9 CH
o CH
(1) Dry Type Sprinklers are furnished based upon "Order
Length" as measured per Figure 2, After lhe measure-
menlls laken, round It to the nearest 1/4 Inch Incrsment.
TABLE C
PART NUMBER SELECTION
SERIES DS-1 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY TYPE SPRINKLERS
07/30/2003 03:20
5517483143
FIRE-GUARD SPRINKLER
PAGE 05
Page 6 ot 8
TFP!520
TVeo FIRE PRODUCTS, 451 North Cannon Avenue. Lansdale. Penneylvania 19446
< .JIr"~
~
ARMSTRONG.
Air Conditioning Inc.
~ U8l /tIbImIIIIIl,.,A'K'. ~
~.pak
July 29. 2003
To Whom It May Concern:
Subject: Testing of Magic Pak Produds
All HWC. Ewe, MGE, MHP and MCE Magic Pak products are 100% run tested
in our production process. The production line is equipped with an Integrated
te6t and production control system that verifies that each unit has passed all
production test including final run test.
Sincerely,
Dave Winningham
Principal Engineer
Armstrong Air Conditioning
421 MaNROESTRElT BELLEVUE,OH 44811 TILEPHoNiB00-448-5812 FAX 419-484-6531
I
10110 39t'd
9NIlt'3H ~8IM9a35
16j:;1v1882:96
61i':11 E0B2:!~2:IL0
////
Instrumental Research, Inc.
7800 Main St. Fridley, MN 55432 763-571-3698
July 29, 2003
Attn: Mike Adelmann
VVenzelMecharrical
1710 Alexander Road
Eagan, MN 55121
LABORATORY RESULTS - \\TELL VVATER SAMPLE 1173-03
A water sample from Lakefront Plaza 16154 Main Avenue. Prior Lake. MN was submitted to
Instrumental Research laboratory and tested under my supervision. The sample was collected by
VVenzel Mechanical personnel.
EPA&MDH IRI Analysis
ParameterrMethod Results Drinking Reporting Date
VV ater Limits Limit
VVater & electric water cooler
(Total) Coliform Bacteria Absent Absent Absent 7/23/2003
9223 B. (P-A) Method
Nitrate Nitrogen 0.038 mg/L 10.00 mg/L 0.030 mg/L 7/28/2003
4500-N03- E. Method
mg/L = 'Milligrams per liter'
These results meet Environmental Protection Agency (EP A) and Minnesota Department of
Health (MDH) standards for a safe drinking water source.
All analyses were performed using Standard Methods for the Examination of VVater and
VVastewater, 19th edition EPA approved methodologies.
Report submitted by,
~~.~
SUZANNE MELCHIOR, LABORATORY SUPERVISOR
SM/ak
Minnesota Department of Health Certified Laboratory No. 027-003-130
11/01/2002 13:33
5128515351
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OCT-15-2002 08:37PM FROM-Wensmann Homes
8519053878
T-310 P.002/002 F-131
MEMO
C~~)
www.wensmann.com
October 15, 2002
To: Robert Hutchins, Jane Kansier, Don Rye
From: Mike Vallez
Re: Lakefront Plaza
I thought I might give a short update on progress with Lakefront Plaza.for you and the
involved City Staff.
1, The final ArcbitecturaVStructural drawings are at the printers, and will be
submitted on October 16, 2002. The crews have been using revised sheets Al and
A2 for construction of the foqtings and foundations, reflecting the shortened
building per City comments on the encroachrnents. The encroachment issue was
purely non-intentional on Wensmann Homes part, and is the kind of thing that we
pick up through the design review process,
2. The field sketches for completion of the sales trailer landscaping and entry canopy
have been' submitted to Building inspections. They are consistent with the
approved elevation sketch submitted for, the canopy. Once the entry canopy is
complete. the painters will paint the outside of the sales trailer with compatible
colors. We hope to show some marked progress in the next few days on the
trailer.
3. Pre-cast shop drawings will be submitted as requested to Building Inspections on
October 16th.. .
4. Mechanical and Electrical plans and specifications will be submitted 'on October
16th.
5. The sidewalk area between Dakota Street and the Dakota Street retail front is an
area of the site plan that we would like to improve upon:, with suggestions from
the' City. The cWTent plans show separate parallel walks, including the existing
City Sidewalk: and another storefront sidewalk: along the front of the building. We
would like to have a meeting on this with staff as soon as possible.
6. Details of grades and. transitions along Main Street are subject to review when the
City performs its design of Main Street.
7.. . The :final certificate of survey is being worked on,. now that the building plans are
complete. W e appreci~te patience while this is being completed. and I hope that it
will. also be submitted on October 16th.
8. At 10:00 AM, October 16th. I will be meeting on site with the current construction
team to update the upcoming 30-60 day schedule for the job.
RHS Building
u~95 PL"Iza Drive
Suire 200
Eag<lIl, MN 55122
651/406-4400
Fax 651/905-3678
OCT-15-2002 08:28PM
FROM-Wllnsmann Homlls 8519053878
SPEet.'\JSPECTlON~ ANU I t~ 11l'l~ ~'-m=
(fa be used in llQ..~."dance with lite -Guidef"1IIeS 1'01' Sped:id Inspection
P""jc:.:t N~me:
~lio,"
SPEcIAL INSPECTION SOlED ut:E'
T-309
P.002/002
H30
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'O330( Concret:e & Reinf. L_ . It._ Ser bi-monthlv (min. 2)
0340( Precast: , F
Concrete Cert:. of Comt lianc.e
0619 "Wood Trusse.s F Cerr. df'.r,.......... i ;:IT'! (' P
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see' Summary of Testing
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NOI= This: selle-eMc. to ~c rlll~ ~vt anr;l ind.,dc.d ~ the: pxoj<;e: ~atiCll. 111lo:maQQQ un-av:lilablc at that time. to be fiUc:r1, out .....h<:n llP!'ly for a
building p=miL
(1.). Pcnnit Na. w be prcvidc.d by the. BuiIoLCg OUia'lL
(2) Us.; d~pdogS per U..B.c:. S=:ioCl 3OS.
(3) Sp=ial I~o=. Tcmn; Ag~' or Fabricator. q~fic4 ill ac:a:mbmcz: 'DIi1h rr:ql,lu=",:nts of the St:Uc Bl,Iildin~ Cede:.
(4) FImi cr;l.lltnctr:d to p::form ~io::t. '
E.:lch app~rialc :rt:p~13tive. mun sip be.lo-.
Own= Wr:,Jt;HAf.J,.l HtlM. ~
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-ri1c individtJ::It n::lmGS of all p~liwc spcQ",t in.spc:.ctol'S and tne. wt:irk they inte:I4 to ob$oCrvl;. muSl tlc: io(.nJiIi<:d l:ln the. l"IOVl;r:lC; sice; o( Ihl.!: fo=.
1..<;1;<:"''': SER = Struetut"oJt Enpl1c:c:r of R=rd 51 · Sp::ci...Jlnspc:c:to. .
TA = Tc;.ning Aj;enl F . Fabri~tQr
Accepted for the: EluiJdin:: DC:p"rtmc;:It by
D:rlr::
OCT-08-2002 09:00
STORK-TCT
651 659 7348 P.01/01
STOAI..,@
Materials Technology
Twin City I esting Corporation
662 Cromwell Avenue, St. Paul, MN 55114-1776
(651) 645-3801, Fax: (651) 659-7348
6 qv/PIL P; ~(j1-
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Leonard A, Rasmussen, P.E.
Senior Geotechnical Engineer
MN Reg. No. 12678
TOTRL P.01
UL/cUL SYSTEM NO, CAJ3095
SINGLE OR MULTIPLE CABLES THROUGH
CONCRETE FLOOR/~ALL OR BLOCK ~ALL
f RA TINi = 3-HR.
T RATING = O-I-R, 1I2-HR, & 3/4-HR.
<SEE UL fIRE RESISTANCE DIRECTORY VIL 2)
TIP VIN SECTION A-A
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L ~CRETE Fl.DIlR [R 'WALL ASSEMBLY (3-HR tIRE -RA lING)
A. LIGHTVEIGHT OR NrRHAL VEIOO CONCRETE FLOOR OON. 2-1/2' THICK),
B. LIGITVEIGHT DR NrRHAL W'EIOO CONCRETE 'J ALL <HIN. 3' THICK).
Co ANY UlILlC CLASSIFIED CONCRETE BLOCK 'J ALL
2. D?T1DNAU HAXIMtJ( 6' tlIMINAl DWETER STEEL PIPE SLEEVE <SCHEDULE 10 DR
rEA VIER).
3. M.t@4UH 4' DWETER CABLE BUNDLE TO BE A COMBINATION or ANY Of THE FOLLO'WING:
A. MAXIMUM 300 PAIR NO. 24 A'WG TELEPHIlNE CABLE 'WITH PVC JACKET,
B. MAXIMUM 500 KCMIL PD'WER CABLE 'WITH PVC JACKET,
C. MAXIMUM 7/C NO. 12 A 'WG PO'w'ER CABLE \lITH PVC JACKET,
D. MAXIMUM <24 FIBER) 1/2' DIAMETER FIBER-OPTIC CABLE.
E. MAXIMUM 3/C Nu. 12 A \lG METAL-CLAD CABLE.
4. MINIMUM 2' THICKNESS MINERAL 'WOOL <MIN, 4 pcr DENSITY) TIGHTLY PACKED,
5. MINIMUM 112' DEPTH HIL TI rS-ONE INTUMESCENT FIRES TOP SEALANT.
NOTES: L MAXIMUM D~ER OF OPENING = 6', .
2. CABLES TO FILL MINIMUM 257., TO MAXIMUM 457. OF CROSS-SECTIONAL. AREA 0;:- iPOONCi .
3. STEEL FUIJR UNIT/FLOOR ASSOOL Y <NIlT SH[J'WN)- THE FUllR ASSOOL Y HAY ALSO
CONSIST OF MINIM1it 2-1/2' CONCRETE OVER (1-1/2' TO 3' DEEP) FLUTED METAL DECK.
4. MINIMUM 1/2' DEPTH HIL TI FS-[]NE INTUMESCENT FIRESTOP SEALANT IS REQUIRED
ON BOTH SIIES fF A 'J ALL
She!> t 1 of 1 Jrc~k..
~JDb~D~ HIL TI, Inc. Scale 3/16' = l' CAJ
T utsoJ OklohoMO USA (918) 252-6000 3095 ,,~\
FIRESTOP SYST::MS Jk. te Dee. 20, 1999
I
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UL/cUL SYSTEM NO. CAJ1184
METAL PIPE THROUGH CONCRETE FLOOR/VALL DR BLOCK VALL
F RA TItIi = 3-f-R.
T RAlNi = O-~
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1. CONCRETE fl[)[]R ~ "AlL ASSEMBLY <3-HR FIRE -RATING>:
A. LIGHTVEIGfT DR NlRMAL VEIGHT CIKRETE fl[][]R OR 'JALL (HIN. 4-1/21 THICK).
B. PRECAST Gil..UJV-a:RE> CONCRETE: FUIlR OON. 7-11'(:' THICK).
C. ANY ULIll.C CLASSIFIED COCRETE BLOCK 'J ALL.
2. PEtURA TING ITEM TO BE IH: [f M F1l...LD'JING:
A. MAXIMUM ur to<<HAL DWETER SlID. PIPE (SCHElll.E 10 DR 10 VIER>.
B. MAXIMUH ur to<<HAL DIAMETER CAST IRON PIPE.
C. MAXIMUM 41 NlHINAL DINETER ClFPER PIPE.
D. MAXIMUM 41 NlMINAl. DINUER EMT [R STEEL CONDUIT.
1 H1NDU4 l' DEPTH HIl TI FS-!K INTlJESCENT F"IREST[P SEALANT FLUSH \lITH TOP OR
BOT11J4 or FUIlR. (SEE tllTE NO. 3 BELlM.
4. MINDU4 1/'(:' CRO\IN HILT! FS-IH: IN1U4ESCENT FlRESTOP SE~ APPLIED AT. POINT OF
COOACT.
NOTES : t MAXIMUM DIAMETER [f OPENING = 141 FTIR N:RHAL ~CRETE, 71 Fl:R PRECAST
OR.1lJ'J aRE) CONCRETE.
2. AtfU.AR SPACE = MINIU QI, HAXD4UM 3-1141.
3. HINDU4 11 OCPTH HIl IT FS -ONE INTIH:SCENT F"IRESTDP SEALANT IS REQUIRED ON BOTH
ON BOTH SIIES (f A "ALL ASSEMBlY.
4. \/HEN PRECAST GIl.L 'w'-cIRE> UNITS ARE USED, HIl TI FS-DNE INTUMESCENT FIRES TOP
SEALANT SHALL BE INST IUED FLUSH \lITH LINER SURF" ACE or F11IR.
5. MINERAL 'JtD... HAY BE USED AS A BACKER HR PROPER INST ALLA TION OF F"IRESTD?
SEALANT.
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HIL TI, Inc.
T u1.sc., [}.dc.hc!'!!l USA (918) 252-6000 b _ ,
Scale liS' = l'
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JAN-17-2003 03:33PM FROM-Wensmann Homes
6519053678
T-476 P 001/002 F-336
............-.y~...
(~SW1AI\Jl'JJ
\..l~1) .:7
January 17, 2003
Cities Electric
Scott Jordan
'2 P6.1~
7f.'3-SZ yo - h7S7 v--
7.,o!-'{7 L- 'l2'8S" /'
~S,- 457...5'0 log /
'fr2.- q.47 - ~4S-
Fax to I
,..
Steen Engineers
Steve Youngs
Cities Electric
Gary Sowieja
Prior Lake
Bob Hutchins
Re: Lakefront Plaza! ASI # 3, Electrical Room Changes
Attached Find ASI #3.
Please call1lle if you have any questions,
Cc: Mike Rentz, WensmannHomes 1S'2..o 4 40- ~S-O 1
RHS Building
1895 Plaza Drive
Suite 200
Eagan. tv1N 55122
651/406-4400
Fax 651-905-3678
T-476 P 002/002 F-336
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Doaunems without di.mge in Cotttlxt Sum or Omfl::lct. 'time.. Pi--~ 'With the Wod: in: :JC:DDiu:Ict with' ~ ~DS
.i:cdic:rtes yo~ ackn~ that. t&e:r:ewill be no d1;mge in tfie ("Antr:tr! Stzm. or ~ct T'mze. ' . .
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JAN-17-2003 03:33PM
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FROM-Wensmann Homes
6519053678
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