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AND UTILITY CONNECTION PERMIT
Lj- J(j/ 0
I ""hk~ fil.
1, r;"" ('jly
, V,II"", /'I'l'II..",
~ERMITNO'oS_1al
'l,S[;
ZONING (OrrK;1lIlH)
~UP
LOT
BLOCK .1- ADDITIQN Cred.s~d~ [s+a,.fcs
pm (2. 2531Ztx)/D
(Phone)
_ (PhQne) Q5Z. {/t-l7. ~5f
(Phone) Ifr'2, 1& g . 38tJO
ke XV\~ 55 12
~CW;~()q. ..~wCOnsll'lletlQr\L10t(kClPorcll ORe-Roofing o ReoSiding O~wcrL~eI fini'hOflrcplaCf.,_
' , .' OMltition. OAltfflltion OUrili~ COl\"aclion 0 Mbe, I '1 iJjp / ':XD '.,
PltomCTCOST/VALUE $~
(uc:JucliIl811ftd)
Tt:>71'it- VliwG ~&A., ,., 'Z-t /5'7, Oc~O -
m f (j?ffi ~ U
3 .. 5
s
s
s
s
s
s
s
s
Par~SIlpp~rt Fee
SAC
DAte
~ S
It- S
$
#
#
i.- --_,-
Wit!r Mete, izc 5/8"; I";
Pre"ureRlldueer
Sewer IWll.ter Cotlnt:ction Fee
W.tcr Tower Fee
Il ullder's' DClpClsi t
Ocher
TOTAl. O'UE
t?~."'>
~. #1;r.r'
I ~~%, I~:tf?~~(c
'l'hlll\J't(l~Il'iIll.i ~ rcqll~~lin 1\1l~ .PPllQtID1l.~ a~'~inl d'DCUftlel\lS is i~ Ill;CO/'d;tlC. ....i1h \h,CilY :Wnln. Ordin,anc, and.may 1l1'~fl:dllll !'l:4~c.ccd, 'l'll'" d'lCUMOIII
~CIf ."'j'YIl\, eif)' Plillncir colL'lImt".... 1~ll1pOrl!l1' Cenincale \lr1,o"'nll,ompllll~ ~nd .IIIl"il ,~lucritlnl~ eommen", Belbl'l! ncasPAIlC)I, A eertlftt:llte 11'0ce~Jl."cY I'/l~fl be
.ftcS
AUG-22-2005 16:09
CITY OF PRIOR LAKE MAINT
Date Rec'd
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OJ' ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
(please type or print and sign at bottom)
I ADDRESS
/'&520 77f!ANGUI t-I
LEGAL DESCRIPTION (oflicl; 11,~C only)
LO''t I BLOCK I ADDITION
P.01/01
I White Pill:
2. Pink (~i\y
Y.llow Apr1ic.1lt
P/t6 W/O~CJ#/
I PERMITNO'05.0~q;i]
I
rY
CI.
l~O~~>ffiCC USC)
(Phone)
PID zs: ~;:.'-~:;~ ~-]
t/s2. -1-.+7. 5a5bl
i
~Ic..r( O.P 6f7?!7t5S
OWNER
(Name) e71t${.C UGcK {)t;')/t;l..()P/I16tJ'T
li~!.~:.~L.,..._._.._
II BUILDER
(Company Name)
I. (Contact Name)
. (Address)
..::T- L$6Y?_..r1a!1f. (Phone) 3Z-0. ~S"(p. 08 +7
/1 e 61'1;../. ...J.E.~6tJ L!f--..__--.--...-. (Phone) -.E?I--f- ~Z.o_~.y_$~ - 03/ z..
3308 SOU77TI4!.1'Y -OJt;-t -Sf: t!,t. b{jO _________.
DRe-Sidinl\ Dr.."wer I,eve! finish
._..._._e_.___..__o.,
o Fire"!.,.:,,
TYPE OF WORK 0 New Constmction DDcck Dl-'orch DKc-K<){lflng
DAddilion OAlteration 0 Utll1ty (.onnectlon
CODE: Ol.R.C. DI.B.c. IV 'v A: B 'tv( Ml~\:.
Type ofConstrnction: I 11 III l"
Occupancy Group: A B E F IT I M R S U
Divi$ion= 2 3 4 5
2 If CiJI1 POUIJ 0 1'1e:iEe.....
PROJECT COST IV ALUE $,,__
(excluding land)
I hereby certify rha h.we fumish~d infhrmati\Jn on Ihis '~I;pliC:~lr~;;-;i;;~;;';~(~~;;l';;'~;~;'.;~~Y-k;;;;;kll;-;;~IC .llld CrnleCl. r al.~t1 certify rim I aln the ,>Wllellll .11111Il).lzeci a~cIH f.)1 tile
lloov,c-mcnnonc property and that all cf",msCnlctJOn will t"ontbnJ"1 l(I illl e'\tStHl~ ~1~1.~ .ll~~1 .1l)(:iH lilw.~ .a.t14 willl)J'Ot~~~t~d i:\ .a'~(~OI'l1.;lr\Ct! wi[h ~LlI~lnlnl~(11)i:\ns. r .\t'n ilw3U! lh.u Yh{! blJilrlH'IS
ol'ficlal can re kc [!)Is permit for lust GI\ISC Il'\hcUllorl, r n~I'c\)y .Igloo lhal tbe CIly ot1\c,allll. dP.SlgllCC lllay COler up.)n [he plOpeny to llClh1rlll necLleclulSllCcll'IIIS.
- ./ btJ32J36 () M
ContraCtor'S License No.
x
. -
Pennit Valuation
Permit Fee $
~"' ~:~:~~;a~;: -------..,......--.- $
$
[penalry-" - .. .. .., .......",'....---- $
Plumbing Permit Fee $
Mechanical Permit Fee I $ ~--- ..-.. ---I
-Scv:c7&w;i;Pc~i\ F--;;c ! $
Gas Fireplace Permit Fee $ "\
-....--.-.-"'..-...
This Application Decu_1; Y Ollr Building Pennit When Approved
DOle
._!:l..L.!!.ldlllt\~~!.~L, .'""."
---=1
Park Support Fee # $
~C # $
::.~~~:t::uce~:~.-~~.~,:::.I::,;..-...~,.;..,""..,..".~l~._ I ~: 99
Sewer/Water Conm:c.;(ion Ft~e # -- "$----.-----...-.-..---.-----.-
Water Tower Fee # $
.sUB ';v "Ti:j z;. ......--........-..-..-.----- -..rZ-'.o-Z-s.-i:J7J
-~!!i?!-:&---th S7!%1Jo
Pald.7~c"z5' ....'...(]..."-..".... ,.' R~cei")t-N(;:''''._'4' 9&47&------.
Date 8. d-5. uj- B
~i.:h;~~'i~"';:;:;;._I~~.'iI;;;T-;;;~:.~.~q~~~~ ul dll~ ab,we applicalion and accompanying documents is in accordance with thc City Zoninl: OrdinilnC{' imd may proceed as l"eql1t'Stt'd. Tim d"Cllmt'rlt I
when s~n~d bv th~ City PlAnner constlt\ltCS: a tcmporal1' (~ert1tiC'i1tc of ~onlTlp, <;:l..'mrlhln("f,,' iHld illiow~ ronstnlc\l'm to nmlm~I1q~. n(,d'll1'~ (l(,~(:Ul'iUll~Yt a C{~J"tlfi~:al\! or Ot'(:IlP;\nl1' r'r1U:\llx~ I
i~';II<'('!
.1
Planning Di~tor
Date
24 bou~: notice f(lr all I1I8/,cc1inns (9~2) 447~9~!;U. f~~ (952) 4474245
16200 Eagle Creek Avenue Prior Lake. MN 55372
Special C~!~diliorlS, if llllY ......
TOTAL P.01
-4" <641
CITY OF PRIOR LAKE
HEATING/AIR CONDITIONING/FIREPLACE PERMIT
Date Rec'd
7- ZO,oS-
HL-6 w ()~. 01-81
~:;y I PERMIT NO. os.OlP9~1
Applicant
1. Pink
2. Green
3. Yellow
at bottom)
ZONING (office
use)
i \ i ty ~r)\A v1:
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID 25.378, OO( 0
OWNE~ ._....-1
(Name). t.e eN'.eeK. 'DeN.e \ Dr' VlN,.VC;T
Cl5l2.--=- _ -5t>5~
(Address(71 5 11sr* Sf E pY"i ()v L~ke M rJ
(Phone)
APPLICA~ . n
(Name) -"'BeY'"~ M-ecVta.lI\.\ C C)J(
(Contact Person)
(Phone){p20)llJ9tJ- O~41
st, QA () LA..d M N 5\p 30 I
(City) (Zip Code)
(Phonel3:l.D )loSlo-D ~14'
-
,-\&-05
(Address) -?OO~
DATE
APPLICANT PLEASE COMPLETE BELOW
EW CONSTRUCTION D REPLACEMENT D AL TERA TIONS
FURNACE MAKE AND MODEL ;t1 c. /-/ / d '<, --FtrnL t: .,f..;
FLUE SIZE ///4 RETURN OPENINGS / / INPUT '., V" D ;..; OUTPUT
;-7 r>>,"ij
DWann Air Plants
DGravity
o Mechanical
DAir Conditioning
rgJVent. System
HEATING OR POWER PLANT
o Steam
o Hot Water
o Radiation
o Special Devices
):g Other Devices ~ / -' ~.;. .
PLEASE NOTE:
Air Conditioner Units
Cannot Encroach into
Required Side Yard
Setbacks
TYPE OF SYSTEM
FIREPLACE MAKE AND MODEL
Residential, Heating & AlC (New Construction)
Residential, Heating Only (New Construction)
FEE SCHEDULE
1 % of job cost Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
$39.50
Industrial, Commercial & Multi-Family
$39.50
$39.50
Estimated Cost $ \ (4, ~ 00. DO Building Permit #
HEA TIN G PERMIT FEE $ -=t I t.t <b. 0 0
STATE SURCHARGE $ .50
TOTAL PERMIT FEE $ II y.<6. s 0
~fL~ /'V ~yr
(Office Use Only)
This Application Becomes Your Building Permit When Approved
#-~ ,.,.--
BuUdinl!: Official
?//'~.3 --
ate
paid; / 4"if.5O
DatltJ / t-. tl ~
Receipt No. #951
B
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
I White
Pink
] Yellow
File
City
Applicant
/ (pS2-.0
-- <-1''-' l) 11\ t. I. L i
,/' /Zr tf IL
J )(oE
hi,)
LEGAL DESCRIPTION (office use only)
BLOCK f ADDITION
Date Rec' d
ZONING (office use)
(>tI./)
'~.s'
PID z..5: 378, 001. 0
LOT
(Phone)
~-);).- ) t l
tr?J
dA.kJ
E I.I ,,; /l-L t..
~tJ,
(Address)
/? I). IJ () x.
nl')
f
/f'!
jCj6)..J
f' ~s.
R
Y Name)
(Contact Name)
(Address)
(Phone)
(Phone)
9r-J.. I.( 't 7 ~ rorf
{~~hlt-
~A t L, i
;YI.nrJ
f)E vP/YIJ
I"'l E ~ <( ~ ~ IJ I't- i; jJ jI{
TYPE OF w~ 0 New ConstructIOn ODeck OPorch o Re.Roofing ORe.Siding OLower Level Finish o Fireplace
~ DAddmon o AlteratIOn DUtlhty Connection 1( Mlsc
CODE: DI.R.C. DI.B.C. /-::: ~ /Z-6 A ;.. J'I It "'"
Type of Construction: I II III IV V A B PROJECT COST /V ALUE $ 1)6 () ill) ~
..o('cupancy Group: A B E F H I M R S U (excluding land)
,._1- Division: I 2 3 4 5 I
I hereby certify that I have t\irmshed mformation on this applicatIOn which is to the best of my knowledge true and correct I also certily that I am the owner or authonzed agent for the
above-mentlOned property and that all construction will conform to all extstmg state and local laws and will proceed in accordance with submitted plans I am aware that the bUlldmg
official can revo e this permll for Just caus Furthermore, I hereby agree that the City official or a deSignee may enter upon the propel1y to perfcllm needed mspectlOns
7-)9"'01--
x
Sewer/Water Connection Fee #
Water Tower Fee #
Contractor's License No.
Park Support Fee
SAC
#
#
Permit Valuation
Permit Fee
$
$
$
$
$
$
$
$
TOTAL DUE &I9u.j?;l:) q. 22.05
Plan Check Fee
Water Meter Size 5/8"; I";
State Surcharge
Pressure Reducer
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Builder's Deposit
Other
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
Date
$
$
$
$
$
$
$
$
$ 22-/- &3
Paid
Date
zz../. "3
9 Z7. 05
fYNO N"7
This IS to certifY that the request in the above applical10n and accompanymg documents IS 10 accordance with the City Zoning Ordinance and may proceed as requested This document
when signed by the City Planner constitutes a temporary Certificate of Zonmg compliance and allows constructIon to commence. Before occupancy, a Certlticate of Occupancy must be
isslIed
Planning Director
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Special Conditions, if any
~ 841
CC'te\<side
tstCltes
CITY OF PRIOR LAKE PLUMBING PERMIT
Date Rec'd
1 -zo, o~
n~C W tJ5. o~tJ/
; ~~~ ~:~ I PERMIT NO. os 0 rcc;sl
3. Yellow Applicant
ADDRESS
\ ~2UTY'lh
ZONING (office
use)
l:t)\AV+
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID 2-6. 578. 60!. 0
&':: toli\le CV.e-e\( DeV-e\ DFWI-e\l\+
C1~2-~'-5OS~
(Address) S ~ S-r t; vi Dr' Lq-K-e
(Phone)
APPLICANT . ~ (\
(NameL::I=Eev-d Mech "tV\ I e~
(Address) ?/M SO~Wo..'1 Dv-
(Address)
(Contact Pemon) M9a ~,,;:::lliv1?OY":J
(Phone{p"20 )ltJSlo-OgY,-,
S-t.e.tClAd MN ~~J
(City) (Zip Code)
(Phone)
e of Fixture
APPLICANT SIGNATURE
-
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum
Residential, New One & Two-Family
Residential, Additions & Alterations
Estimated Cost $ 112,200.00 Building Permit #
PLUMBING PERMIT FEE $ \ 1'22. 00
STATE SURCHARGE $ .50
"TOTALPERMITFEE $-1121..I5D
$99.50
$39.50
.,
(){~ (,J
V4v '-'1'
(Office Use Only)
Paid /, 7 z 2 . 5V
Dateg 2'105
Receipt NO.4 9CJ I 8
By
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714
fr(~LA Q-~
r z 9. () g-
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
1&520
Date Rec' d
9~ I -r. 05-
White
Pink
Yellow
File
City
Applicant
hvg-W
PERMIT N
77t::/I AltlUI u/ ry C.r
ZONING (office use)
Ptl LJ
LEGAL DESCRIPTION (office use only)
LOT I BLOCK
I ADDITION ~--:l::.J? Vb er7~ $S
PID 2.5.-: 3'7f. 00 I. ()
OWNER
(Name)
(Address)
(Phone)
BUILDER
(Company Name)
(Contact Name)
~.7
':.7""7('.<
(Phone) '"32(" t.., .r;-(p. ora 'i 7
(Phone) 3:?l-f") ~:;; '-/5; - R' 7 (>~.
., 5', Z;(> '
(Address)
~n;::'~j.;ekix e k'"
,
TYPE OF WORK 0 New Construction DDeck OPorch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace
OAddition DAlteration OUtility Connection
CODE: DI.R.C. DI.B.c. )'YMiSC HKb Jj04 #K-u3-ICS
Type of Construction: I II III IV V A B PROJECT COST IV ALUE $
Occupancy Group: A B E F H I M R S U (excluding land)
Division: I 2 3 4 5
x
I hereby certifY that I have furnished mformation on this application which IS to the best of my knowledge true and correct. I also certifY that I am the owner or authorIzed agent for the
above,mentlOned property and that all constructIOn will conform to all eXistIng statc and local laws and will proceed In accordance with submitted plans I am aware that the buildIng
official can revoke perml! for Just cause Furthermore, I hereby agree that the CIty official or a designee may enter upon the propetty to perform needed mspectlllns
,~~
/~
Signature
Permit Valuation
Permit Fee $
Plan Check Fee $
State Surcharge $
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee $
Gas Fireplace Permit Fee $
,:(.~~:."()
Contractor's License No.
9.. /"/'-~::;-
Date
Park Support Fee # $
SAC # $
Water Meter Size 5/8"; I"; $
Pressure Reducer $
Sewer/Water Connection Fee # $
Water Tower Fee # $
Builder's Deposit $
Other $
TOTAL DUE $/, fRO I. 75
,
Paid
Date
~ ~OI..I~
1. ~z.. (t;>
ff17f/
I~NO
ThIs IS to certIfY that the request In the above applicatIon and accompanYIng documents is 111 accordance with the City Zoning Ordinance and may proceed as requested Tim document
when signed by the City Planner constItutes a temporary Certificate of Zoning compIrance and allows construction to commence Before occupancy, a Certificate of Occupancy must be
issued
Planning Director
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Special Conditions, if any
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
I White
Pink
Yellow
File
City
Applicant
(Please
ADDRESS
d.-.O
ZONING (office lIse)
'iLD
LEGAL DESCRIPTION (office use only)
LOT I BLOCK I ADDITION ~~-L-.
PID 23/}8 -{)O I
OWNER
(N ame)
6.~lc..
Cr~
\)~AVO~
175" -It- S"+
(Phone)
qS~ '1"7 - S058
(Address)
BUILDER ~Cl.(lt!lry Ir'''- Sp,..uvlC4.Jl.r
(Company Name) ~.-..-. tfJ (' (,-'6 I'", . t' C ..rv(.CA'J
(Contact Name) ..g..{,,. r ~ ~h L.tJ~
(Address) "3":50 e So ~rH r. S-+' c.
(Phone)
(Phone)
3&.0
~-
~
c..S't.-C&f.{"'l
- r ..,
-0 ,...f
. 'ZCor'a- 870r
~.~
" 'L..c:l
TYPE OF WORK ~ New Construction ODeck OPorch ORe.Roofing
-OAddition DAlteration DUtility ConnectIOn
D ~ ~~.
CODE: I.R.C. 'PII.B.C. Je!
Type of Constmction:
Occupancy Group:
Division:
ORe-Siding OLower Level finish 0 fireplace
A
B
I
E
II
F
I
III
H
~
IV
I
3
V A B
M dt:>s U
4 5
f
~~f..-i1-JGU-- ~TMoP, P6 ~,:JV{,
-5' 0 (!;) . t"')("")
PROJECT COST IV ALUE
(excluding land)
$
I hereby certity that I have hlrmshed mformation on this application which is to the best of my knowledge true and correct. I also certlly that I am the owner or authOrized agent fl)r the
above-mentIoned property and that all construction will conform to all eXlSltng state and local laws and will proceed in accordance with submItted plans 1 am aware that the buildmg
official can revoke tlfls permit for Just cause Furthermore, I hereby agree that the City official or a designee may enter upon the prOpet1y to perform needed mspectlOl1s
X ~~(;UI'/ ~ ~'--#'J C 0'70 -r 1 I ell ~
Signature Contractor's License No ~
Permit Fee
tJt),o~
"5'. () 0
~.Z~
,bO
Park Support Fee # $
SAC # $
Water Meter Size 5/8"; I"; $
Pressure Reducer $
Sewer/Water Connection Fee # i $
Water Tower Fee # $
Builder's Deposit $
Other $
$ '-11-75 I
TOTAL DUE i
Permit Valuation
Plan Check Fee
State Surcharge
$
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee i $
Gas Fireplace Permit Fee $
This Application Becomes Your Building Permit When Approved
~om~ 7(Z:;}';
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,
FiiLU{
ThIS" to certIfY that the request 111 the above applicatIon and accompanying documents is 111 accordance WIth the City Zoning Ordinance and may proceed as requested TIllS dllcument
when signed by the City Planner constItutes a temporary Certificate of Zomng compliance and allows construction to commence. Before occupancy, a Ccrntkatc nf Occupancy must be
I "sued
~D -P"P6 rl~
I
$Tf\,R...W &0 D~
Special Conditions. if any
y
Planning Director
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE. .
AND UTILITY CONNECTION PERMIT
Date Rec'd
I. White File
2. Pi1lIc City
3 Yellow Applicol1l
{j/?-_os-
,R t-6 y1/, '/"1rr; JJ tJ.;i. 0480
PERMIT NO. tJ.5 0&8
CD uvt-
I ZONlNGC__l
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PIDZS-. S78.()OI . 0
&:ll ~~le creetL OtN~rp~
(Address)
(Phone) qe2-441-!7D93
(phone ~5lt?Ogq7
(phone)
TYPE OF WORK. 0 New Construction DDedc OPorch ORe.Roofing ORe.Sidjng OLower Level Finish 0 Fireplace
DAddition DAlteration DUtility Connection ~iSC. (~II (a WVl " V viaad-J l) f) ~
. CODE: Or.R.c. Or.B.c. PROJECTCOST/VALtm)S ~-~
Type of Coastruction: I n ill IV V A B (excluding land)
Occupancy Group: A B E F HIM R S U
Division: 1 2 3 4 5
I hc:reby certify lhall have I1Iished informalion on Ihis application which is 10 the besl of my knowledBe true and correa. I also certify that I am lhe owner lIr authorized agenl for lhe
aoove-menboned a that all construction will conform to all existinc slate and local laws and will proceed in accordallCl: with submitted plans. I am aware IIIat the buildinS
:fficial can revoke this t for just cause. Furth ,I h asree tllat the city 0~f:5n:rpt/) property 10 perform ~ ~~
Contractor's License No. Dale
Permit Valuation Park Support Fee # $
Permit Fee S SAC # $
Plan Check Fee $ Water Meter Size 5/8"; I"; r-~h S
State Surcharge S Pressure Reducer S
Penalty S Sewer/Water Connection Fee # $
Plumbing Permit Fee S Water Tower Fee # S
Mechanical Permit Fee S Builder's Deposit S
Sewer & Water Permit Fee S Other S
S TOTAL DUE S
ThIS IS to certify that the request in the above application and accompanyins documents is in accordance with the City ZoninS Ordinance and may proceed as requested. This documenl
when signed by the City Planner constitutes a temporuy Certificate of Zoning compliance and aUows construction to commence. Before occupancy, a CL'TtiflCltC ofOccupanc:y must be
issued
Planninl Director
Date Special Conditions, if lIIIY
24 hour notice for all inspections (~2) 447.9850, fax (~2) 4474245
16200 Eagle Creek Avenue Prior Lake, MN 55372
~~L-~
ciTY 0 RIOR LAKE
ND WATER PERMIT
i
/
CU~T
Date Rec'd
~~~:w ~ii~~. 1 PERMIT NO.. L'.- 1-071
Gold Applicant ~.. ({J
ZONING (office use)
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID
aVEI.. Df'MElVr
(Address)
APPLICANT J- B 1'-4
(Name) _ CIlD / fEcH"I.ltNe-'IL
(Address) 3308 S:u T#Wlty a.
1'-4 (Address)
(Contact Person) I hOllfU /l.
APPLICANT SIGNATURE
'I" 5(J58
55322
(Zip Code)
(Phone) (3zo) CS6 - 08Jf7
S. ~()tJo 5'30 I
(City) (Zip Code)
(Phone) (320) 2~ - ('02
DATE b -27- 05'
APPLICANT PLEASE COMPLETE BELOW
Size of water service ~ inches.
Location of any couplings from structure feet.
Type of sewer pipe. D ABC ~PVC D Cast Iron
Estimated length of sewer line ~ feet.
Clean out (if required) located at - feet from structure. (II/sloe BJ.Dc; .)
Residential sewer and water line connection
Sewer connection only
FEE SCHEDULE
$35.50 Industrial, Com'l & Multi-family 1% of job cost with a $39.50 minimum
$17.50 Water connection only $17.50
Estimated Cost $ 3500
$
$
$
05 - ~e()
3 f{.;5V
L/o / .50
Building Permit #
SEWER AND WATER PERMIT FEE
A STATE SURCHARGE
f1s - ~ l <-T TO:AL PERMIT FEE
(om.. Un 001,) ~.
This Application Becomes Your Building Permit When Approved
c"./27(tJr
/Date
Paid
Receill~l crtt
By
(J/--
b ,- 7-~-
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
CWhite - Buil~
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT 2 ~ ~ 'f5.~
APPLICATION RECEIVED Lj-~? -0 S
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/~Se:Lo /~f..L/l"TY (!Po..~
Accepted
Accepted With Corrections
/
Denied
Reviewed By: ~ ~ Date: 7/..;uJ~S
Comments: ~~_ ~ ...4.-/~. ~ ~
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"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
-jJ:()S~tJ~67
~I
05'- ~8 I
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
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The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed ~t:
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Accepted
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Denied
Reviewed By:
1YJ9-8
Date: ~- 7-oS--
Comments: . See Reverse Side for Additional Information!
See Attachments: 1) Grading Plan, 2) Erosion Control Measures
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
White - Building
Canary - Engineering
c::::"Ylnk - Plannl~
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
I .~
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Accepted
/
Accepted With Corrections
Denied
Reviewed By:
~W€/
Date:
Comments:
~ l'fJV- ~()accl Mill
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
-..-.....-0-., _,_ _".~_ -___,._~__~~.._.._,......,_-.---..r_-.--.-.--- '0"-' .___:-__._.._..~.'_M_._ __. 'u_.____.._.._.__ .---
~
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
Division of Construction Codes and Licensing
REPORT ON PLANS
Plans and specifications on plumbing: Creekside Estates 24 Unit, 16520 Tranquility Court, Prior Lake,
Scott County, Minnesota, Plan No. 054400
OWNERSHIP:
Eagle Creek Development, 7765 I 75th Street East, Prior Lake, Minnesota 55372
SUBMITTER(S): J Berd Mechanical Contractors, 3308 Southway Drive, St. Cloud, Minnesota 56301-9513
Plans Dated: June 15,2005
Date Received: June 20, 2005
Date Reviewed: August 4, 2005
SCOPE: This 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 nRlst 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.
INSPECTIONS: All plumbing installations nRlst 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 nRlst 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 Labor and Industry 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.
REQUIREMENT(S):
1. The outlet branch drain serving the flammable waste interceptor is more than 25 feet from a vented drain.
Therefore, the discharge line nRlst be provided with a 2-inch vent pipe within 25 feet of the interceptor (see
Minnesota Rules, part 4715.1120).
2. A detail of the elevator sump construction was not provided. Verify the following:
a. A gate valve and check valve nRlst be provided on the sump pump discharge line, nRlst be accessible
and located outside of the sump.
b. An air-tight cover nRlst be provided for the sump.
3. Changes in direction in drainage piping nRlst be made by appropriate use of wyes and bends. Sanitary tees
are not allowed where the direction of flow changes from either vertical to horizontal or horizontal to
horizontal (see Minnesota Rules, part 4715.2410).
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MESENBRINK CONSTRUCTION
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CONFJOENTIALIi'l" NOTE: The Information ::Ol'ltaln8d 11'1 this fa:.: is b9tng transmitted to 2nd It Il'IteMlldlor 1M petito/'>
'I1amlld. Olssemlnatlon, dl8tnbutlOll oreo~ oflllli mU$;ge by;!nyono atrlQr Ih3n Ihe me~lel'll is lltridly prohibited. II
~ou nave t1l001v1l~ tlll~ mo~~:l9O III Ol'l'Ot, DIlallo notify IJIl ~y lolephone and deslro)' lhi$ me!lsDg8 and all:; s!l.ael\ment!.
FRI-'t'l t'lESENBRJ NK CDliSTRUCT ] ON
PHOt'-lE 1,10.
9524475036
Jun. 30 2005 03:i3RM Pi
16200 Eogle Ctseh Avenue S,l?
Prior Lal\e, MN 55372-1714
RoIl. Hommerding
RHA Architects Inc.
104 East Gel1nain St.
St.Cloud, MN 56304
RE: West 24 Unit Creekside' Apartments Tranquility Court
,F.
Following are the results of the preliminary plan review for the Vi est 24 Unit Creekside
Apartment building. OUf review was based on the 2003 Minnesota State Building Code
(MSBC) which adopted with amendments the 2000 International Building Code (rne) with
handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of
the 2003 Minnesota State Fire Code (M8FC) which adopted with amendments the 2000
International. Fire Code (IFC) and excerpts from the National Fire Protection Association
(NFP A).
1, Submit signed HV AC, plumbing, frre:)smoke alarm, electrical/emergency lighting/exit
signs and sprinkler plans. Contractors to supply documentation of penetration fire
stopping systems,
2. Complete a Building Code analysis tor building. Include NfP A 13 sprinkler
designation. Include the following;
a. Occupancy Classification and separations.
Classification: R-2 Apartment House, 8..2 Parking Garage.
Separation: 1 ho'ur Between. R.2 and S.2. me Table 3023.3 footnote a.
b. Type of Construction: R-2 V NS-2 VA Note: The type of construction may actually
be different for the basement S-2 parking garage, but the type of construction for the
building must be the same as per me 302.3.3.
c. Number of Stories:
R-2 three stories. Three stories allowed
8-2 basement.
d. Location on Property. North 20.13'; East 20'+ 60' Public way; South 31'+ 60'
Outlot A; West 31'+ 60' Outlot A.
e. Allowable An;;a Increases.
Note: a NFP A 13 system is required for tire department concerns.
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
,TIIN-<;vh?1ZU?lS THU 02: 42F'1'l ID:
F'AGE:l
FRC'l ~lESEHBR I t'iK COt'-lSTRUCT I Ot'i
PHOt~E HO.
9524475036
J un. 30 2005 03: 14At'1 P2
1. Frontage increase:
50.3%"'" 100[584 -.25] ~
584 30
2. Frontage and sprinkler increase:
42>036~"" 12,000+ 12.QQJ1~~O.3%+12.00Qx20Q
100 100
a. Total allowable building: Actual: pI 12,932+ 2nd 12,583+ 3rd 12,697 .." 38,212SF
under126,l08= (3x42,036) o.k.
b. Total Allowable first floor area:_
Aduallsl12,932 under 42,036 o.k.
f. Height and Number of stories. Actual 32.5+5.4'(Grade Plane)=39.9' allowed 50'
g. Occupant load and Exiting. All units have 2 occupants per bedroom.
Total
8 units ea. f1 Occupant Load ExitsReqd
1ST 34 40 Party rOom 74 2
2tW 34 34 Library 68 2
3rd 34 32 Library 66 2
g. Fire resistive requirements:
1. Exterior walls, Structural fi"anle:
Basement Exterior and Interior bearing walls:
2. Interior walls, Roof-ceilings:
R-2: I-hr.
S-2. 2-h1'.
R-2: I-hr.
S-2: l-br.
3. Floor-ceilings:
R-2: I-h1'
2-hr. between R-l and $-3302.4
4. Shafts (Elevator, Stairways,
Flues, Heating ducts, Bathroom
2-hr walls and 90 minute openlllgs in R~2
2-hr vvalls and 90 minute openings in 8--2
Exhaust Fans phUl1bing risers
2-hr bearing walls
sprinkler risers, electrical risers)
5. Elevator equipment room:
I-hr walls and 60 minute openings
3. Submit window specifications include U value. MSBC 7674.
2
.TL.N-30-2005 THIJ 02: 43Pf"l ID:
PAGE: 2
FRO, ' f'1ESEi'lBR I t~K COHSTRUCT I OH
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\ plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes,
\ electrical and cornrmmication wires), 711.4 Floor/Ceilings (plumbing pipes. plumbing
\ "p" traps),
~ 7. Provide documentation listing that consuuction (floors and walls) meets Sound
'Transmission Control and Impact ratings by laboratory or field-testing. IBC 1207.
- (f_'
~~ \.~;, w>. . . . .. .
'f. ~:: 8. It IS our understanding that the floor JOISts are to be floor I-JOIsts Instead of floor
e.G . ~1. c. f'". " t~sses. If this is the case, the floor I-joists cl1annels must be firestopped into volumes
~ ~ ~ \. 9~~'1- \~ o.:not exceeding 160 cubic feet in lieu of installing a fire suppression syS1em in the ... 8& Ptf/IItI'r
'1.5 .<<;1 ~2 ~ v;\ <\1. concealed space. NFPA 13 5-13.1.1 Exception #4. PoT ~51 c...,.u...T'" - e::V€1t.1 Jo\sr ~ sr Sr~
AI,...t- CIOT'~ eP- .Je>'~ LeNC::JT....~ r=:v~'1 oTti (f;{2- ~61')1( Of2Ptt=\STo(1P~
9. Provide Accessible ramp detail indicating dilnensions and slopes of ramp. MSBC
1341.0430.
PHot,jE HO.
9524475036
Jun. 30 2005 03: 14At.) P3
<It. I HOI.I(t
'" 'Z-Ha>v(t ~~6' CIfC'- S~ ~ C l..6Sec'S
/ e.. <S"t c. {ZA"t" 1N~
4. Provide te#ng documentation illdicat,ing that exterior all~ inter~o~ walls, con~dor
Hoors, I jOlsts and roof trUss constmctlOn meets one*hour tire reSIstive constructIon.
Shaft walls and elevator walls meet two.hour fire resistive construction in R-2
occupancy, and concxete block bearing walls in ba5en1Cnt S-2 occnpancy to meet two-
hour rating. Clear span floor/ceiling, supporting beams and columns, foundation walls
in S-2 occupancy to meet two-hour fire resistive cOllsl.1uction IBC 703.
Note: Detail 1/AIO shows 2 Layers of gypsum board applied to the bottom chord of
the roof trusses. If using Gypsum Association 1 hOl.1! fire resistive roof-ceiling design
or any other tested 1 hour tire resistive assembly with insulation added. be aware that
most systems require an additional layer of gypsum board that is required to be added
to the assembly which can change the structural bearing requirements of the structure.
See the 16th Edition of the Gypsum Association Fire Resistance Design Manual,
General Explanatory Notes.
5. Address me sections 716 Concealed spaces. and 707 Shaft Enclosures.
6. Mechanical subcolltl'actors to provide firestopping systern documentation at time of
mechanical permit application. addressing: me sections 711 Penetrations of
10. Accessible ramp cannot project into vehicular traffic lanes or access aisles. MSBC
1341.0430, Subpart 6.
11. Accessible parking stall and loading aisles to be 20 foot in length. MSBC 1341.0428
subpart 6.
12. Ifhandrails are not continuous, they shall extend at least 12" beyond the top riser and
at least 12" plus the width of one tread beyond the bottom riser. MSBC 1341.0434
Subpart 4, Item B.
13. Provide swinging gate at top of first flight of stairs to be 42" minimum height.
Indicate spindle spacing of less than 4".
14. Class B or A roofing is required. me Table 1505.
3
JUH-30-2005 THU 02:43PM 1D:
PRGE:3
FF"Jf"l f'lESE~mR I NK COi'JSTRUCT I O~~
PHm~E riD.
'3524475036
Jun. 30 2005 03: 15Rr'1 P4
15. All stairway and shaft (traSh, Mech.) doors In the basement to be 1 hI rated. All
double doors to have a coordinator and astragal.
16. Provide I-hr fire-resistive construction at mailboxes.
17. Post occupant load sign in Libraries and party Rooms. me 1004.3.
18. provide not less than one standpipe for use during construction. Fire sprinkler/riser
permit required before building penl1it issned. IDe 3311.
19. Delail 3/1:: Install open barrier fencing cap on storage bins. Must have 18" of vertical
clearance below sprinkler heads. NFPA 13 Table 5-6.5.1.2.
20. Provide detail of fire barrier walls at elevator lobbies. Similar to detail 6/8-7. IBe
707.14.1. .
21. Detail 11 Al 0, 21 Al 0, 2ml and 3n1 floor framing: all stairwells, elevator shaft and flue
shaft walls must be 2hr fire resistive construction continuously thru floor framing.
Similar to detail6/S-7. me 707.5.
22. Detail 6/8-7: Provide detail for support of corridor floor framing and stair landings.
23. Sht 83: Provide all wood species.
24. Structural engineer to sign all stairway framing connections and structure, Exterior
deck to precast floor connections, deck to wood floor cOlmections, 2xlO corridor floor
connection to floor joists.
~25. Detail 7/8-7: State length of threaded rod.
I
26. Provide signed Structural Engineered drawings of foundation cohunns, beams, and
precast floors.
27. Provide structural engineered drawings of the floor and roof truss systems including
all framing connections at timc of framing inspectlon.
28. Sht 8-3: Is the Party room North exterior deck designed for 100# live load?
29. Detail3/S6: Maximum bottom affooting slope is l:J O. IBC 1805,1.
30. Provide fire-resistive constmction bejJind and below all tub enclosures.
31. Entire building to be completed except for landscaping, prior to a Certificate of
Occupancy being issued. A Certificate is required before occupancy or moving into
building.
32. Maintain 96" vertical clearance height for emergency vehicle access aisle in Parking
Garage.
33. Install Fire Department lock box. See application.
34. State of Minn.esota Building Codes and St.andards Division must inspect Elevator.
MSBC 1307.0035.
4
JUN-30-2005 THU 02:44PM 1D:
PA(';F:4
FW]f"l ~lESEl'lBR I t-JK CONSTRUCT I 01'1
PHOl'lE NO.
9524475036
Jun. 30 2005 03: 15Rr'1 P:;
."
35. Provide address numbers on building. IF'C 505.
36. Structural engineering required on re~aining walls over 4 feet in height.
Comments from the Planning and Engineering Departments are forthcoming, Call if there
are any questions, call at 952-447-9851.
Sincere7?, J II f~'
;(;?JJIJ I~=~
Robert D. Hutchins
Blulding Official
ce. Eagle Creek Development
5
.JU~j - 30 - 2005 THU 02: 44PM I D :
PRGE:5
Monday, November 24, 2003
t' k. ~ {J{)
'(,
t 1 'tk' oj
Eagle Creek Development
7765 175th Street East
Prior Lake, Minnesota 55372
Attn: John Mesenbrink
Re: Creekside Estates Building #3
Dear John,
As per your request, attached you will find the estimated building permit fees for your
proposed third building at Creekside Estates.
The first 24-unit building was valued at $l,925,000.00. This figure was based upon your
letter of December 7, 2000 stating the value of each unit would be $80,227.00. Adding a
cost of living assessment of lO% over the past three years would increase this figure to
$88,249.70 per unit. The value on the #3 24-unit is calculated as: $88,250.00 x 24 =
$2,118,000.00.
Permit fees are outlined on the attached Building Permit Application. Please note that
this does not include the mechanical, plumbing and sewer and water fees which would be
applied and paid for by each subcontractor.
Please feel free to contact our office with any additional questions you may have.
Sin7b~
Robert D. Hutchins
Building Official
16200 Eagle Creek Ave. S.E.. Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
tJA7- 'io3&
Date Rec' d
I White File I PERMIT NO.
2 Pink City
J. Yellow Applicant
ZONING (office use)
~~fIP6
EJ7?7-7-eS P'lroq .;tY.3
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID
OWNER
(N ame)
(Phone)
(Address)
BUILDER
(Name)
(Contact Name)
(Address)
(Phone)
(Phone)
TYPE OF WORK
o New Construction
ORe-Siding
OLower Level Finish
o Fireplace
PROJECTCOST/VALUE (excluding land) $ 2,/ //~ otJO.OO
o Misc.
ODeck
OPorch
ORe-Roofing
OAddition
o Alteration
OUtility Connection
I. hereby certifY that I have furnished information on this application which is to the best of my knowledge true and correct. I also certifY that I am the owner or
authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with
submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
enter upon the property to perform needed inspections.
x
Signature
Contractor's License No.
Date
Permit Valuation 2/ Ilel DOO.OO
Permit Fee $ ~ " 89. 4-S
Plan Check Fee $ t./ 2- 9 fj. /4---
State Surcharge $ 935. +0
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee $
Gas Fireplace Permit Fee $
This Application Becomes Your Building Permit When Approved
Building Official
Date
Park Support Fee [35'6 . # 2..4- $ 24 4-00. 00
SAC /36"0 . #24- $ 32/ +(;(j. 00
Water Meter Size 5/8"; 1 "; 11/1 pLM( ~ p~/r
Pressure Reducer w/ PU"? rJ6, pee.fl111
City SAC and WAC ./2.00 . # 24- $ 2~ fJOO. 00
Water Tower Fee 7()O . # z.~ $ /C" 800. 00
Builder's Deposit $
Other $
TOTAL DUE $//5; 3ZZ.. 91
Paid
Date
Receipt No.
By
\<
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued.
Planning Director
Date Special Conditions. if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
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PRECISIOt1 liJALL S'IS
PAGE 01/01
rO'd 1V.LOl
A1tY\
~\J6e~~-
Page I of I
~arlan Velgersdyk
Flom:
To:
Cc:
Sent:
Attach:
Subject:
"aaldwin, William J ""SMYR~ <WJBaldwin@archchemicals.com>
<mvelgersdyk@gruen-wald.com>
"Mi1chell, Pamela A "'.SMYR" <PAMitehell@archchemicals.com;>
Friday, February 04, 2005 11 :26 AM
CCA PTW End Tags 5-04.pdf .
CCA Pressure Tre3t~d Wood
Daar Mr, Velser~yk, . '. .
It was a pleasure talking with you this morning. As we discussed, CCA treated wood produced in accordance with
A\NPAStandard C28-99 published in the 2001 AWPA Book of Standards can be used in the manufacture of
laminated members, FurthermQre, beams and timb~rs (glue l;;lminatM before or after treatment) manur/l(;tured
from Poards trol;lted In lilccordance With this Standard can be used in the following applications"': .
!. Damp environment, above ground
2. Dry environment, above sround
3. Ground contact
There is no restriction on the CCA preservative label (used at the wood treating plant) or in the Guidance
Documents..pl"Ovided by EPA that limits the use of such beams and timbers. Therefore, they could be used for
applications such as headers, cantilevered members, joists, beams,stringers and cotumns in both Industrial and
non-ind\.lstrlal appllcatioYl& jncluclin,~ deCk con,struc:ti?n. .. .' .
We would, however, reoommend that your laMinated products be marked with an end tag sImilar to the attached
. example for AWPA C28. Furthermore, as you are undoubtedly aware, a Mat~rial Safety Data Shelll rnus.t be
pro\'ided to your industrial customers in accordance with the OSHA Hazard Communication Standard
(29CI=R.1!;l10.1200). .
I\dditional c1ari'fication on CCA treated wood usage'can bo obtained by going to EPA's web site at
!;1~I~.ep~QY[p~st:i9.Q.~s/fa_~,b_~~t$/~M-ml~~1~J~:lLtm or feel.free to contact me. .
Sf;,cerely~
Wiiliaxp J, Baldwin
William J. BaldWIn .
Director. EH&S/lndustry Relations
Arch Weod ProtectiorJ Inc.
770-801-6600
" EPA's S~lpplemental Guidance on Interpretation of Revised Chromated Copper Arsenate (CCA) Wood
Preservative Label, Final June 16, 2004 . '.
uEPA'9 Guidance for Uses or Chrom;3ted Copper Arse!n$te (CCA) AWPA Commodily Standards (numeric order)
6-16-04 . - -
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INSTALLATION REQUIREMENTS
13-53
Figure 5-11.5.1 Positioning of sprinklers to avoid obstructions to dis-
charge (ESFR sprinkler).
Ceiling
2l
I
Obstruction
A
5-11.5.2* Isolated Obstructions Below the Elevation of Sprin-
klers. Sprinklers shall be installed below isolated noncontinu-
ous obstructions that restrict only one sprinkler and are
located below the elevation of sprinklers such as light fixtures
and unit heaters.
Exception No.1: Where the obstruction is 2ft (0.6 m) or less in width
and the sprinkler is located horizontally 1 ft (0.3 m) or greater from the
nearest edge of the obstruction.
Exception No.2: Where sprinklers are positioned with respect to the
bottom of obstructions in accordance with 5-11.5.1.
Exception No.3: If the obstruction is 2 in. (50.8 mm) or less in width
and is located a minimum of 2 ft (0.6 m) below the elevation of the
sprinkler deflector or is positioned a minimum of 1 ft (0.3 m) horizon-
tally from the sprinkler.
5-11.5.3 Continuous Obstructions Below the Sprinklers.
Sprinklers shall be arranged to comply with Table 5-11.5.1 for
horizontal obstructions entirely below the elevation of sprinklers
that restrict sprinkler discharge pattern for two or more adjacent
sprinklers such as ducts, lights, pipes, and conveyors.
Exception No.1: If the obstruction is 2 in. (50.8 mm) or less in width
and is located a minimum of 2 ft (0.6 m) below the elevation of the
sprinkler deflector or is positioned a minimum of 1 ft (0.3 m) horizon-
tally from the sprinkler.
Exception No.2: If the obstruction is 1 ft (0.3 m) or less in width and
located a minimum of 1 ft (0.3 m) horizontally from the sprinkler.
Exception No.3: If the obstruction is 2ft (0.6 m) or less in width and
located a minimum of 2 ft (0.6 m) horizontally from the sprinkler.
5-11.5.3.1 Upright sprinklers shall be installed on sprigs
arranged so that the deflector is a minimum of 7 in. (178 mm)
above the top of the sprinkler pipe.
5-11.5.3.2 ESFR sprinklers shall be positioned a minimum of
1 ft (0.3 m) horizontally from the nearest edge to any bottom
chord of a bar joist or open truss.
5-11.5.3.3 Sprinklers installed under open gratings shall be of
the intermediate level/rack storage type or otherwise shielded
from the discharge of overhead sprinklers.
5-11.6 Clearance to Storage (Early Suppression Fast-Response
Sprinklers). The clearance between the deflector and the top
of storage shall be 36 in. (914 mm) or greater.
5-12 In-Rack Sprinklers.
5-12.1 System Size. The area protected by a single system of
sprinklers in racks shall not exceed 40,000 ft2 (3716 m2) of
floor area occupied by the racks, including aisles, regardless of
the number of levels of in-rack sprinklers.
5-12.2 Type of In-Rack Sprinklers. Sprinklers in racks shall
be ordinary temperature standard response classification with
a nominal K-factor of 5.6 or 8.0, pendent or upright. Sprin-
klers with intermediate- and high-temperature ratings shall be
used near heat sources as required by 5-3.1.3.
Exception: Quick-response sprinklers shall be permitted to be installed
in racks.
5-12.3 In-Rack Sprinkler Water Shields.
5-12.3.lt In-Rack Sprinkler Water Shields for Storage of
Class I through IV Commodities. Water shields shall be pro-
vided directly above in-rack sprinklers, or listed intermediate
level/rack storage sprinklers shall be used where there is more
than one level, if not shielded by horizontal barriers.
5-12.3.2 In-Rack Sprinkler Water Shields for Plastic Stor-
age. Where in-rack sprinklers are not shielded by horizontal
barriers, water shields shall be provided above the sprinklers
or listed intermediate level/rack storage sprinklers shall be
used.
5-12.4 Location, Position, and Spacing of In-Rack Sprin-
klers. (See Section 7-4).
5-12.5 Obstructions to In-Rack Sprinkler Discharge. In-rack
sprinklers shall not be required to meet the obstruction crite-
ria and clearance from storage requirements of Section 5-5.
5-13 Special Situations.
5-13.1 Concealed Spaces.
5-13.1.1 * All concealed spaces enclosed wholly or partly by
exposed combustible construction shall be protected by
sprinklers.
Exception No.1: Concealed spaces formed by studs or joists with less
than 6 in. (152 mm) between the inside or near edges of the studs or
joists. (See Figure 5-6.4.1.4.)
Axception No.2: Concealed spaces formed by bar joists with less than
6 in. (152 mm) between the roof or floor deck and ceiling.
Exception No.3: Concealed spaces formed by ceilings attached directly
to or within 6 in. (152 mm) of wood joist construction.
Exception No.4: Concealed spaces formed by ceilings attached di-
rectly to the underside of composite wood joist construction, provid-
ed the joist channels are fires topped into volumes each not
exceeding 160 ft!> (4.53 m3) using materials equivalent to the web
construction.
Exception No.5: Concealed spaces entirely filled with noncombustible
insulation.
Exception No.6: Concealed spaces within wood joist construction
and composite wood joist construction having noncombustible insu-
lation filling the space from the ceiling up to the bottom edge of the
joist of the roof or floor deck, provided that in composite wood joist
construction the joist channels are firestopped into volumes each not
exceeding 160ft!> (4.53 m3) to thefull dePth of the joist with material
equivalent to the web construction.
Exception No.7: Concealed spaces over isolated small rooms not ex-
ceeding 55 f{i (4.6 m2) in area.
1999 Edition
13-54
INSTALLATION OF SPRINKLER SYSTEMS
Exception No.8: Where rigid materials are used and the exposed sur-
faces have a flame spread rating of 25 or less and the materials have
been demonstrated not to propagate fire in the form in which they are
installed in the space.
Exception No.9: Concealed spaces in which the exposed materials are
constructed entirely of fire-retardant treated wood as defined by NFPA
703, Standard for Fire Retardant Impregnated Wood and Fire Retar-
dant Coatings for Building Materials.
Exception No. 10: Noncombustible concealed spaces having exposed
combustible insulation where the heat content of the facing and sub-
strate of the insulation material does not exceed 1000 Btu/ft2
(11,356 kJlm2).
Exception No. 11: Sprinklers shall not be required in the space below
insulation that is laid directly on top of or within the ceiling joists in
an otherwise sprinklered attic.
Exception No. 12: PiPe chases under 10 F- (0.93 m2) formed by studs
or wood joists, provided that in multifloor buildings the chases are fir-
estopped at each floor using materials equivalent to the floor construc-
tion. Such PiPe chases shall contain no sources of ignition, piping
shall be noncombustible, and PiPe penetrations at each floor shall be
properly sealed.
5-13.1.2 Sprinklers in concealed spaces having no access for
storage or other use shall be installed in accordance with the
requirements for light hazard occupancy.
5-13.1.3 Where heat-producing devices such as furnaces or
process equipment are located in the joist channels above a
ceiling attached directly to the underside of composite wood
joist construction that would not otherwise require sprinkler
protection of the spaces, the joist channel containing the heat-
producing devices shall be sprinklered by installing sprinklers
in each joist channel, on each side, adjacent to the heat-pro-
ducing device.
5-13.1.4 In concealed spaces having exposed combustible
construction, or containing exposed combustibles, in local-
ized areas, the combustibles shall be protected as follows:
(a) If the exposed combustibles are in the vertical parti-
tions or walls around all or a portion of the enclosure, a single
row of sprinklers spaced not over 12 ft (3.7 m) apart nor more
than 6 ft (1.8 m) from the inside of the partition shall be per-
mitted to protect the surface. The first and last sprinklers in
such a row shall not be over 5 ft (1.5 m) from the ends of the
partitions.
(b) If the exposed combustibles are in the horizontal plane,
the area of the combustibles shall be permitted to be protected
with sprinklers on a light hazard spacing. Additional sprinklers
shall be installed no more than 6 ft (1.8 m) outside the outline
of the area and not more than 12 ft (3.7 m) on center along the
outline. When the outline returns to a wall or other obstruction,
the last sprinkler shall not be more than 6 ft (1.8 m) from the
wall or obstruction.
5-13.2 Vertical Shafts.
5-13.2.1 One sprinkler shall be installed at the top of shafts.
Exceptio1'f No.1: Noncombustible or limited-combustible, nonaccessi-
ble vertical duct shafts.
Exception No.2: Noncombustible or limited-combustible, nonaccessi-
ble vertical electrical or mechanical shafts.
5-13.2.2* Where vertical shafts have combustible surfaces,
one sprinkler shall be installed at each alternate floor level.
Where a shaft having combustible surfaces is trapped, an addi-
1999 Edition
tional sprinkler shall be installed at the top of each trapped
section.
5-13.2.3 Where accessible vertical shafts have noncombustible
surfaces, one sprinkler shall be installed near the bottom.
5-13.3 Stairways.
5-13.3.1 Sprinklers shall be installed beneath all stairways of
combustible construction.
5-13.3.2 In noncombustible stair shafts with noncombustible
stairs, sprinklers shall be installed at the top of the shaft and
under the first landing above the bottom of the shaft.
Exception: Sprinklers shall be installed beneath landings or stairways
where the area beneath is used for storage.
5-13.3.3* Sprinklers shall be installed in the stair shaft at each
floor landing where two or more doors open from that land-
ing into separate fire divisions.
5-13.4* Vertical Openings. Where moving stairways, stair-
cases, or similar floor openings are unenclosed, the floor
openings involved shall be protected by closely spaced sprin-
klers in combination with draft stops.
The draft stops shall be located immedia.tely adjacent to
the opening, shall be at least 18 in. (457 mm) deep, and shall
be of noncombustible or limited-combustible material that
will stay in place before and during sprinkler operation. Sprin-
klers shall be spaced not more than 6 ft (1.8 m) apart and
placed 6 in. to 12 in. (152 mm to 305 mm) from the draft stop
on the side away from the opening. Where sprinklers are
closer than 6 ft (1.8 m), cross baffies shall be provided in
accordance with 5-6.3.4.
Exception No.1: Closely spaced sprinklers and draft stops are not re-
quired around large openings such as those found in shopping malls,
atrium buildings, and similar structures where all adjoining levels and
spaces are protected by automatic sprinklers in accordance with this stan-
dard and where the openings have all horizontal dimensions between 0p-
posite edges of20 ft (6 m) or greater and an area of 1000 F- (93 m2) or
greater.
Exception No.2: Draft stops and closely spaced sprinklers are not re-
quired for convenience openings within individual dwelling units that
meet all of the following criteria:
(a) Such openings shall connect a maximum of two adjacent sto-
ries (pierce one floor only).
(b)* Such openings shall be separated from unprotected vertical
openings serving other floors by a barrier with a fire resistance rating
equal to that required for enclosure of floor openings by NFPA 101@,
Life Safety CotUfID.
(c) Such openings shall be separate from corridors.
(d) Such openings shall not serve as a required means oj egress,
although they can serve as a required means oj escape.
5-13.5* Building Service Chutes. Building service chutes
(e.g., linen, rubbish) shall be protected internally by automatic
sprinklers. A sprinkler shall be provided above the top service
opening of the chute, above the lowest service opening, and
above service openings at alternate levels in buildings over two
stories in height. The room or area into which the chute dis-
charges shall also be protected by automatic sprinklers.
5-13.6 Elevator Hoistways and Machine Rooms.
5-13.6.1 * Sidewall spray sprinklers shall be installed at the bot-
tom of each elevator hoistway not more than 2 ft (0.61 m)
I above the floor of the pit.
L
_"'" ""'I"""
'\,I'; I"" I I' I -'
v..' v... V'I I 1._'" ,.-...._.
.' ... CITY'S COpy
~. . Department of Adminis[ration
ARE YOU READY
FORAN ELEVATOR INSPECTION?
The following Items are most often Incomplete:
1. Is two-way communication provided and working? Is there call-in and call..out
capability? Does it include emergency operating Instructions with elevator
telephone number? (A.D.A. compliance is required.)
2. Are the smoke detectors installed at each lobby and In the elevator machine
room? And, are the lobby detectors zoned? There is to be no built-in time
delay. Verification is not permitted or allowed. '
3. Will the smoke detector installer be at the inspection to conduct the required
test for the elevator Inspector? Have Phase I and II been tested to assure
proper operation?
4. Has all equipment and appurtenances not directly related to the use, function,
or operation of the elevator been removed from the machine room and
hoistway? (such as non-related ducts, piping, conduits, and equipment) .
5. Have you provided and installed a wall~mounted fire extinguisher In the
machine room located by the door?
6. Have you provided a machine room door closer and self-locking lockset?
(Door must be normally openable from inside machine room).
7. Does your machine room lighting provide 10 foot candles of fluorescent
Illumination at floor level?
8. Is your mac::hine room door assembly properly fire rated, smoke sealed, and
labeled?
9. Is your machine room the same fire rating as your hoistway?
10. Have you provided a hoistway vent (3.5% of hoistway or 3 Sq. Ft. minimum,
per elevator)? Venting required for elevators having a travel of 25 feet or
more.
Building Codes and Standards Division. 408 Metro Square Building, 12 J. 7th Place East, St. Paul, MN S5 I 0 J .2181
Vllice: 651.296.4639; FUlt: 651.297.1913; TTY: 1.800.627.3529 and ask for 296.9929
11. Have you Installed a grille (or fall protection) In the hoistway vent? Burglar
bars are to hold 250#.
12. Have you Installed an emergency key lock box on the designated floor at the
elevator lobby? And, have you provided the proper keys, Ineluding:
machine room key, fire service keys, vent key, and hoistway door unlocking
device, floor cutout key switches, and any door that has a lockable door lock
going to the machine room?
13. Have you provided emergency fire signs (Appendix "H"') with the same size
colors and verbage?
14. Does your machine room venting have proper fire dampers in penetrations?
15. Are smoke dampers installed in' machine room venting, If required by the
U.B.C.?
16. Have you provided a clean and dry elevator pit and machine room?
17. Have YOLl provided GFCI protected outlets in the pit and in machine room.. all
receptacle outlets? (See #26 for scavenger pumps)
18. . Will your holstway and machine room ventilation maintain normal
operating temperatures (550 .. 900 Fahrenheit)?
19. Is your hoistway vent switch labeled and key operated?' Hoistway vent,
open/close key removable in closed position. Does It have an end line
switch light? (Device must be prOVided with visual indicators for opan and
closed status. OPEJrating device to be located adjacent to fire control
panel. If provided, or the elevator lobby of the designated floor).
. . .
20. Has elevator floor covering been Installed with proper flame and smoke
spread?
21. Have you provided elevator machine room door identification "Elevator
Equipment"?
22. Are enclosed lobbies in and completed? (When required by U.B.C.)
23. If enclosed lobbies are not required per U.B.C., then are draft curtains
installed for lobby separation?
24. If sprinklers are installed In machine rooms or pits, are guards and baffles
installed? If sprinklers are installed In the hoistway or machine room, are
heat detectors Installed and connected to a shunt trip breaker?
25. Sump pumps, If provided, shall not be on a GFCI protected outlet. (Sump cannot
be located In pit or machine room).
26. Scavenger pumps In pits shall be on a single non-GFCI protected outlet In pit only.
27. Car lights and receptacles shall be on a separate branch circuit (15 AMP) and the
overcurrent protecting device shall be located In the machine room and lockable.
28. A separate branch circuit required for the machine room light and receptacles.
(Lighting cannot be on load side of GFCI).
29. A separate branch circuit Is required for the pit light and receptacle.
(Lighting cannot be on load side of GFCI).
(August 11, 1999)
504.4 - 506.3.1.1
504.4 Exhaust installation. Dryer exhaust ducts for clothes
dryers shall terminate on the outside of the building and shall be
equipped with a backdraft damper. Screens shall not be in-
stalled at the duct termination. Ducts shall not be connected or
installed with sheet metal screws or other fasteners that will ob-
struct the exhaust flow. Clothes dryer exhaust ducts shall not
be connected to a vent connector, vent or chimney. Clothes
dryer exhaust ducts shall not extend into or through ducts or
> jJlen~ms.
. ,2 ax:; C Tn"-
504.5 Makeup air. Installations exhausting more than 200 cfm
(0.09 m3/s) shall be provided with makeup air. Where a closet is
designed for the installation of a clothes dryer, an opening hav-
ing an area of not less than 100 square inches (0.0645 m2) shall
be provided in the closet enclosure.
I
1((
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504.6 Domestic clothes dryer ducts. Exhaust ducts for do-
mestic clothes dryers shall be constructed of metal and shall
have a smooth interior finish. The exhaust duct shall be a mini-
mum nominal size of 4 inches (102 mm) in diameter. The entire
exhaust system shall be supported and secured in place. The
male end of the duct at overlapped duct joints shall extend in the
direction of airflow. Clothes dryer transition ducts used to con-
nect the appliance to the exhaust duct system shall be limited to
single lengths not to exceed 8 feet (2438 mm) and shall be listed
and labeled for the application. Transition ducts shall not be
concealed within construction.
504.6.1 Maximum length. The maximum length of a
clothes dryer exhaust duct shall not exceed 25 feet (7620
mm) from the dryer location to the outlet terminal. The max-
imum length of the duct shall be reduced 2.5 feet (762 mm)
for each 45-degree (0.79 rad) bend and 5 feet (1524 mm) for
each 9O-degree (1.6 rad) bend.
Exception: Where the make and model of the clothes
dryer to be installed is known and the manufacturer's in-
stallation instructions for such dryer are provided to the
code official, the maximum length of the exhaust duct,
including any transition duct, shall be permitted to be in
accordance with the dryer manufacturer's installation in-
structions.
EXHAUST SYSTEMS
"'IV SECTION 505
1'1 . DOMESTIC KITCHEN EXHAUST EQUIPMENT
~Domestic systems. Where domestic range hoods and do-
ic appliances equipped with downdraft exhaust are located
ithin dwelling units, such hoods and appliances shall dis-
charge to the outdoors through ducts constructed of galvanized
steel, stainless steel, aluminum or copper. Such ducts shall have
smooth inner walls and shall be air tight and equipped with a
backdraft damper.
Exceptions:
1. Where installed in accordance with the manufac-
turer's installation instructions and where mechanical I
or natural ventilation is otherwise provided in accor-
dance with Chapter 4, listed and labeled ductless
range hoods shall not be required to discharge to the
outdoors.
2. Ducts for domestic kitchen cooking appliances
equipped with downdraft exhaust systems shall be
permitted to be constructed of Schedule 40 PVC pipe
provided that the installation complies with all of the
following:
2.1. The duct shall be installed under a concrete
slab poured on grade.
2.2. The underfloor trench in which the duct is in-
stalled shall be completely backfilled with
sand or gravel.
2.3. The PVC duct shall extend not greater than I
inch (25 mm) above the indoor concrete floor
surface.
2.4. The PVC duct shall extend not greater than 1
inch (25 mm) above grade outside of the
building.
2.5. The PVC ducts shall be solvent cemented.
SECTION 506
COMMERCIAL KITCHEN GREASE DUCTS
AND EXHAUST EQUIPMENT
506.1 General. Commercial kitchen grease ducts and exhaust
504.6.2 Rough-in required. Where a compartment or equipment shall comply with the requirements of this section.
space for a domestic clothes dryer is provided, an exhaust Commercial kitchen grease ducts shall be designed for the type
duct system shall be installed in accordance with Sections of cooking appliance and hood served.
504.6 and 504.6.1. 506.2 Corrosion protection. Ducts exposed to the outside at-
t) mosphere or subject to a corrosive environment shall be pro-
.t I- 504.7 Commercial clothes dryers. The installation of dryer .. ,t~ete .. against corrosion in an approved manner.
? S exhaust ducts serving Type 2 clothes dryers shall comply with ~1~ 50 D t . Ty I h d C . I k' h
. (Y' the appliance manufacturer's installation instructions. Exhaust r ,t. h UC S servlI~g TPe I hOO dS' homllmbercdla. ItC den ex-
& . II d' h h II bId 'd' s . systems servIllg ype 00 s s a e eSlgne, con-
lan motors Illsta e III ex aust systems s a e ocate OutSI e d d' II d . d 'th S' 506 3 1
. .., s ructe an Illsta e III accor ance WI ec1Ions ..
of the aIrStream. In multIple mstallatlOns, the fan shall operate h h 506 3 13 3
continuousl~ be interlocked to operate when any individual t roug ... .
unit is operatIng. Ducts shall have a minimum clearance of 6 506.3.1 Exhaust fans. Exhaust fan housings servirl'g a Type
dnches (152 mm) to combustible materials. Clothes dryer tran- I hood Shall be constructed of steel.
sition ducts used to connect the appliance to the exhaust duct E f -P-- 1;~t d d label d f t'l
'ystem shall be limited to single lengths not to exceed 8 feet t xc~p lon~ aU7 ~n . I ~ as power roo ven I a-
'.438 mm) in length and shall be listed and labeled for the ap- ors or res auran cOv,,"u,&app lances.
'cation. Transition ducts shall not be concealed within con- 506.3.1.1 Fan motor. Exhaust fan mQtors shall be 10-
'ction. cat,ed outside of the exhaust airstream.
..
2000 INTERNATIONAL MECHANICAL CODE@
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GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE,
'{e",> .,' , , STEEL STUDS
: i'~r:oOF,tSIDE: One layer 8/e" proprietary type X glass mat gypsum substrate (sheathing)
" ",', .' {Parallel or at right angles to 35/e" steel studs 24" o.c.,wlth 1" Type S corrosion
. ,screws 8' o.c. at vertical studs and 12" o.C. at perimeter runners. Joints caulked
':.Ible, non-hardening building sealant or covered with,Y.i,eather exposed cladding
system'\J\h:
~ j ." ~. _.",'1"":
,SIDE: One layer 5/e" proprietary type X glass mat g~m substrate, glass mat
.'sistant gypsum backing board, gypsum wallboartff't;~ater-resistant gypsum
.' rig board, or gypsum veneer base applied parallel or IUrl9ht angles to studs with
1 ~'iype S drywall screws 8" o.c. at studs and 12" o.C. at floor'a~d ceiling runners. (NLB)
, . ; ."3.
PROPRIETARY GYPSUM BOAR~t~1
s/e" Deo.~Glass@ Gold Fireguard@
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Thickness:
Limiting Height:
Approx. Weight:
Fire Test:
~_ ."'.~ '.'.: ".;'~" _ ,._'_ i '::,' _.":'.,::_::.:_
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47/e"
Subject to design
6 psf
GTG 2171-3996, 7-12-90
e'AIR1'A'DY:;f,~!~
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GYPSUM WALLBOARD, .,,; "
FIBER-CEMENT BOARD, WOO.D STU'qS
\ ~
EXTERIOR SIDE: Base layer '/2' proprietary type X gypsum wallboard or sheathing
applied parallel to 2 x 4 wood studs 24" o.C. with 13/4" galvanized roofing nails 4" o.C.
""" at vE\rtlcaljolnts and top and bottom plates and 7" o.c. at intermedia~e studs. Face
'. layer~/1e" x 12" wide maximum proprietary fiber-cement plank lap-applied at right
angles to studs with 6d corrosion-resistant nails to each stud.
INTERIOR SIDE: One layer 5/e" proprietary type X gypsum wallboard applied parallel to
studs with 17/e" smooth round shank nails, 0.088" shank, 0.275" heads, 7" o.C.
Joints staggered 24" on opposite sides. (LOAD BEARING)
PROPRIETARY GYPSUM BOARD
'/2" HardirockiBl Brand Max "G"TM
Gypsum Panels
8/e" HardirockiBl Brand Fire XTM
Gypsum Panels
James Hardie Gypsum
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GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS
EXTERIOR SIDE: One layer 48" wide 5/e" type X gypsum sheathing applied parallel to 2 x
4 wood studs with 13/4" galvanized roofing nails, 0.120" shank, 7/1e" or '/2" heads, 4" o.c.
at vertical joints and 7" o.c. at intermediate studs and top and bottom plates. Joints of
gypsum sheathing may be left untreated. Exterior cladding to be attached through
sheathing to studs.
INTERIOR SIDE: One layer 8/e" type X gypsum wallboard, water-resistant gypsum backing
board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated
nails, 17/e" long, 0.0915" shank, '/4" heads, 7" o.C. (LOAD-BEARING)
This Space Left Blank
Thickness: 5'/2"
Approx. Weight: 6 psf
Fire Test: OPL 11710-98414, 5-1-95
Thickness:
Approx. Weight:
Fire Test:
~~
t Contact the manufacturer for more detailed information on proprietary products.
88
/
Varies
7 psf
See WP 3510
(UL R3501-47, -48,9-17;'65,
UL Design U309;
UL R1319-129, 7-22-70,
UL Design U314)
.,-.. ...,
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:T:.. ' WOOD STUDS "'.f; ,
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;pne layer 1/2" type X gypsum veneer base applied at right angles to each side of 2 i,,~ wood.
1!;;studs 16" O.c. ~ith 5d etched nails, 13/4" long, o.Ogg" shank, 1/4" heads, a"p;p, 1/18~
,,1,:(.... gypsum veneer plaster. applied over each face. '
'~;i}'<:, ','" . .;
~Y~rtIca1 joints staggered 16" and horizontal joints 12." on opposite sides. Soum;Uested
; nhF~tty>ut gypsum, veneer plaster. (LOAD-BEARING) ..
t '~~r?\>," ,'; ,
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Thickness:
Approx. Weight:
Fire Test:
Sound .Test:"1lioif'
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" GLASS FIBER INSULATION, WOOD STUQsl.:i~~t,
~;;'".'-, ~.:.:: . ',' ,- _ ':;':::','1.1'
~$irient channels 24" o.c attached at right angles to ONE SIDE of 2 x 4 wood ~ 16"
lW( 0.<:. with 6d coated nails, 11/8" long, 0.086" shank, 1{4" heads. 1{2" x 3" gypsum w~ard
, )"::. filler strips attached to plate at floor Iin~ with 6d nails. One laye~ 5{8" type X::9ypsum
,', .; wallboard or gypsum veneer base applied parallel to channels with 1" Type S"j~aIL
,t,. screws 6" o.c. at horizontal joints and 12" o.c. at intermediate channels. 11/2" gl~ fiber,
Ii tjt1f!irl~~lation, 0.8 pet, stapled to studs in stud space.~;::{' .
~ htlPPOS1TE SIDE: One layer 5{8" type X gypsum wallboard or gypsum veneer ba~'~pplied;
ff.iN:'at right angles to studs with 6d nails 8" o.c.:'~;
l.;.,' .':~":; - _ '~'~fb
!.~ 'and joints staggered 48" on opposite sides. Sound tested with 31{2" glass fiber ins~~on in., .
\,i ;:H stud space. (LOAD-BEARING),tl'j ,
",c, . ".:j'-':;'
FIRE SIDE
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
55{8"
7 psf
OSU T-3127, 10-4-65
RAL TL77-138, 5-5-77
This Space Left Blank
r",\.
t Contact the manufacturer for more detailed information on proprietary products.
"53
, Bas'e layer 5/8" type x gypsum wallboard or veneer base applied at right angles to each
side 012 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 6d coaled
. nails 1718" long, 0.085" shank, W' heads, 24" o.c. Adequate stud bracing required. Face
layer 5/8" type X gypsum wallboard or veneer base applied on each side at right angles
, to studs with 8d coated nails 23/a" long, 0.113" shank, 9/32" heads, 8" o.c. Stagger vertical
joints 16" o.c. each layer and side. Sound tested with nails fo(base layer spaced 6" o.
c. (LOAD-BEARING) .
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Thickness: 0"
Approx. Weight: 13 psi
Fire Test: See WP 4135
Sound Test: NGC2377,5-19-70
GYPSUM WALLBOARD, WOOD STUDS ,
Base layer5/8" type X gypsum wallboard or veneer base a"plled at right angles to oach
side of 2 x 4 wood studs 24" o.C. with 6d coated nails, 17/$T'long, 0.085" shank, 114"
, . heads, 24" o.c. Face layer 5/a" type X gypsum wallboard or veneer base applied at right
angles to studs over base layer with 8d coated nails, 23/a" long, 0.1 00" shank, 1/4" heads,
8" o.c. Stagger Joints 24" o.c. each layer and side. Sound tested with studs 16" o.c. and
with nails for base layer spaced 6" O.c. (LOAD-SEARING)
:. "I ',"d
bCbI:Jfil
Thickness: 61fa"
Approx. Weight: 12 psi
Fire Test: FM WP 360, 9-27-74
Sound Test: NGC2363,4-1-70
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30
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information on proprietary products
;1IE
'-
;t!:1
Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to
each side of 2 x 4 wood studs 16" o.c., staggered B" o.c. on 2 x 6 wood plates, with 6d
coated nails, F/8" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/e" type X gypsum
wallboard or gypsum veneer base applied at right angles to each side with Bd coated
nails, 23/8" long, 0.113" shank, 9/32" heads, B" o.C.
Vertical joints staggered 16" each layer and side. Sound tested with nails for base layer
.spaced 6" o.c. Horizontal bracing required at mid height. (LOAD-BEARING)
, ',\!~~4~~;J;,^,:~\4135
GYPSUM WALLBOARD, WOOD SIMPS
Base layer 5/e" type X gypsum wallboard or gypsum veneer b8s'e applied at right angles to
each side of 2 x 4 wood studs 24" o.C. with 6d coated nall${j7/e" long, 0.085" shank, 1/4"
heads, 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied
at right angles to each side with 8d coated nails, 23/8" long, 0.100" shank, 1/4" heads. B"
o.C.
Joints staggered 24" each layer and side. Sound tested with studs 16" o.c. and with nails
for base layer spaced 6" O.c. (LOAD-BEARING)
~
JLE(N.O:1W~!:4136."
GENERIC
GYPSUM WALLBOARD, WOOD STUDS
Base layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles
to each side of 2 x 4 wood studs 16" o.C. with 11/4" Type W drywall screws 12" o.c. Face
layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles to
each side with F/8" Type W drywall screws 12" o.c. and offset 6" from screws in base
layer.
Joints staggered 16" each layer and side. (LOAD-BEARING)
This Space Left Blank
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
2 HOUR
FII':'Ur
B"
13 psf
See WP 4135
(FM WP 360, 9-27-74)
NGC 2377, 5-19-70
61/e"
12 psf
FM WP 360, 9-27-74
NGC 2363, 4-1-70
.40 to .44 SICl~;,~
<"~""~U' N' ",...Ii"'"
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E.......9.....
I '-l
b~-[-1 b - -
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
62
t Contact the manufacturer for more detailed information on proprietary products.
-
61/8"
12 psf
SWRI 01-5920.614, 12-5-94
See WP 4135
(NGC 2363, 4-1-70)
.~ 5i7S\eyYl (JJ I's)
HOUR FLOOR/CEILING SYSTEM
ALL JOIST SERIES
Cl)~\
-.' \
\
l
/
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T JI@/L90 AND T JI@/H90
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Joint (.lctDil for uutL.
joints pcrpcn(licular to
framing memucrs
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:i,2,HQUR FLOOR/CEILING SYSTEM
ALL JOIST SERIES
Joint detail fOI' buL.t
joints perpendicular to
framing members
Floor/r~iling Systems
'''':<11'
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NER-200ASSEMBL Y E-2
i
t. .lIb4 minimum tongue.and-groove performance rated sheathing
(Exposure 1)
2. Two layers 01 '12" thick Type X gypsum board
3. J JI@ joists
Note
A single layer of '"Y;!O span-rated sheatlling (Exposure 1) over joists
at a'maximum of 24" on-center with 11/2" lightweight concrete or 1"
01 gypsum concrete is an allowed deck alternative. II the joists are
spaced no more than 20" on-center, a %" gypsum concrete top-
ping is permitted.
See NER-200 lor specific assembly requirements.
"
NER-200 ASSEMBLY E-6
1. 4U/~" minimum longuo-and-groove performance rated
sheathing (Exposure 1)
2. !y;''' thick USG Type C Firccodc" or Wostroc Fireboardro C
gypsum wallboard
3. T JI'~/L90 or T JII)Il/H90 joists
4. USG Re-, rosilient channels at 1 G"on-center
5. USG Thermafibel"', Fiberex""-FBX or Fibere)(lU-SAFB mineral
wool batts
Note
A single layer 01 4%0 span-ratod sheathing (Exposure 1) over
joists Jt a maximum 01 24" on-center with 1 '12" lightweight con-
crete or 1" of gypsum concrete is an allowed deck alternative. If
the joists are spaced no more than 20" on-center, a %" gypsum
concrete topping is permitted.
See NER-200 for specific assembly requirements.
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NER-200 ASSEMBLY E-7
1. 4%4 minimum tongue-and-groove span-rated sheathing
(Exposure 1), glued and nailed
2. T JI@ joists 24" on-center maximum
3. Glass fiber insulation, unfaced balls, 31/2" thick in
plenum, supported by stay wires 12" on-center and
centered on joist bollom flanges
4. Three layers of %" Gold Bond Fireshield'" G Type X
gypsum
5. Furring channels at 16" on-center located between first
and second layers of gypsum
Note
A single layer of 4%0 span-rated sheathing (Exposure 1).
over joists at a maximum of 19.2" on-center with 1'12" light-
weight concrete or %" or gypsum concrete is an allowed,
deck alternative. ! .
See NER-200 for specilic assembly requirements.
! \
REV. 1/99 W
;~$:
3i4" tongue and
groove sheathing
Blocking panel
TJI@ joist (open-web
Trus Joist MacMillan
products optional)
Simpson Strong-Tie'"
ceiling support clip
Without gypsum concrete:
STC = 47; RAL TL81.87
Pad & Carpet IIC = 54; RAL IN81-17
Cushioned vinyl IIC = 43; RAL IN81-19
With gypsum concrete:
STC = 59; RAL TL81-105
Pad & Carpet IIC = 54; RAL IN81.20
Cushioned vinyl IIC = 43; RAL IN81-21
Optlona I 3f4"
gypsum concrete
ill
1jz" SHEETROCKoo
brand FIRECODE@
"e" gypsum board
Steel furring
channel
1W' iightweight concrete or 1" gypsum concrete
%" sheathing
T JI@ joist
[I}
%" gypsum board
Resilient channels
Laboratory Test
STC = 57
G&H No. USDA-ll xST
2" lightweight concrete
W' sound deadening board
%" sheathing
Field Test
FSTC = 60
WCR- Thunderbird
. %" gypsum board
Resilient channel @ 24" o.C.
3" mineral wool insulation
.;ound Control Details
%" tongue and
groove sheathing
Optional 0/4"
gype;um c9ncr~te
,s,'{!.""';"l"'.
"';~"...'. ...,..'...',..'......'......'.
.j,t,; .
, ".,.,
..' "1.
.,.>" .,
Blocking panel
T JI"' joist (open-web
Trus Joist MacMillan
products optional)
2 Layers %" Type X gypsum board
Resilient channell:(
at 16" o.c.directly;
applied tojolste;
supporting both
layers ofgype;um
board
Without gypsum concrete:
STC = 50; RAL TL81-143
Pad & Carpet IIC = 60; RAL IN81.25
Cushioned vinyl IIC = 45; RAL IN81-26
Tarkett Acoustiflor IIC = 51 (1) RAL IN96.26
With gypsum concrete:
STC = 58; RAL TL81-106
-7 Pad & Carpet IIC = 54; RAL IN81-23
Cushioned vinyl IIC = 46; RAL IN81.24
Tarkett Acoustiflor IIC = 54 (1) RAL IN96.28
(1) Requires two layers of 5/8 inch Type X gypsum board with
one layer of 3 1/2 inch thick ball insulation.
11
1W' lightweight concrete or 1" gype;um concrete
.. ,,:l'!lli'~,j;~
%" sheathit'lg . : .
TJI@joist
3" insulation
%" gypsum board
Resilient channele;
Laboratory Test
STC = 58 .
With pad and carpet INR = +26
With vinyl tile INR = -1
@&H No. USDA-ll xsf.)
Laboratory Test
STC = 59
INR (no test)
RAL No. TL 70-37
FIRECODE'" and SHEETROCK'" are registered trademarks of United Stales Gypsum Company.
Thermafiber'" is a registered trademark of Thermafiber.
Fiberex'. is a registered trademark of Fiberex'" Insulation Inc
REV. 5/99 W
9.9
Design No. P522
Unrestrained Assembly Rating-l Hr
Finish Rating-25 Min
\RJC ON PRODUCT
552
r
FIRE RESI! . DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSIfUL263 (BXUV)-Continued
I: oj....
1. Roofing System*-Any UL Class A, B or C Roofing System (TGFU) or
Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in.
thick plywood decking. Nom 15/32 in. thick plywood decking secured to
trusses with construction adhesive and No. 6d ringed shank nails. Nails
spaced 12 in. OC along each truss. Staples having equal or greater
withdrawal and lateral resistance strength may be substituted for the 6d
nails.
2. Trusses-Parallel chord trusses, spaced a max of 24 in. OC. fabricated
from nom 2 by 4 lumber, with lumber oriented verticaUy or horizontaUy.
Truss members secured together with 0.040 in. thick galv steel plates.
. Plates have 5/16 in. long teeth projecting perpendicular to the plane of
the plate. The teeth are in pairs faang each other (made by the same
punch), forming a split tooth type plate. Each tooth has a chisel point
on its outside edge. These points are diagonaUy opposite each other for
each pair. The top half of each tooth has a twist for stiffness. The pairs
are repeated on approximately 7/8 in. centers with four rows of teeth per
inch of plate width. Where the truss intersects with the interior face of
.the exterior walls, the min truss depth shall be 12 in. with a min roof
slope of 3/12 and a min area in the plane of the truss of 21 sq/ft.
3. Batts and Blankets * -(Optional)-Glass fiber insulation, secured to the
plywood decking with staples spaced 12 in. DC or to the trusses with
0.090 in. diam galv steel wires spaced 12 in. OC. Any glass fiber
insulation bearing the UL Classification Marking as to Surface Burning
Characteristics and/or Fire Resistance, having a min density of 0.5 pd.
As an option, the insulation may be fitted in the concealed space, draped
over the resilient channel/gypsum wallboard ceiling membrane when
resilient channels and gypsum wallboard attachment is modified as
speafied in Items 6 and 7. ,
4. Air Duct* -Any UL Class 0 or Class 1 fleXible air duct installed in
accordance with the instructions provided by the damper manufacturer.
5. Ceiling Damper*-Max nom area, 324 sq in. Max sqaure size. 18 in. by
18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18
in. Max damper height is 14 in. Installed in accordance with manufacturers
installation instructions provided with the damper. Max damper openings
not to exceed 162 sq in. per 100 sq ft of ceiling area.
Pottorff Co. Inc.-Model CFD-s21
6. Resilient Channels-Formed of 25 MSG galv steel. installed perpen-
dicular to the trusses (Item 2), spaced a max of 16 in. DC when no
insulation (Item 3) is fitted in the concealed spaced. or a max of 12 in.
DC when insulation (Item 3) is fitted in the concealed space. draped over
the resilient channel/gypsum wallboard ceiling membrane. Two courses
of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in.
from each end of wallboard). Channels oriented opposite at wallboard
butt-joints. Channel splices overlapped 4 in. beneath steel trusses.
Channels secured to each truss with Type 512 by 1/2 in. long screws.
7. Wallboard, Gypsum*-One layer of nom 5/8 in. thick by 48 in. wide
boards. installed with long dimension parallel to trusses. Attached to the
resilient channels using 1 in. long Type 5 bugle-head screws. Screws
spaced a max of 12 in. DC along butted end-joints and in the field when
no insulation (Item 3) is fitted in the concealed spaced. or a max of 8
in. OC along butted end-joints and in the field when insulation (Item 3)
is fitted in the concealed space. draped over the resilient channel/gypsum
wallboard ceiling membrane.
Canadian Gypsum Company-Type C or IP-X2
United States Gypsum Co.-Type C or IP-X2
Yeso Panamericano S.A. de C.V.-Type C or IP-X2
8. Finishing System-(.Not Shown )-Vinyl. dry or premixed joint compound,
applied in two coats to joints and screw-heads; paper tape. 2 in. wide,
embedded in first layer of compound over all joints. As an alternllte, nom
FIRE
3t
gyr
*Bearir
I1!Z:
CD
~
~
~
""
~
I
(i
1. St
cc
Tr
tr
2. ST
WF
3. Rc
Pr
LOOK FOR THE UL MARK Ot
,aM r LP-T. So1n~
PHONE NO. 8156752740
Jah. 11 2aaa a1:a1PM P4
~
:.
PFS Carparatian
2402 DANiElS STREIT
MADISON. WISCONSIN 5!7G4
TELEPHONE: eM 211.3361
.
jj"7"i'iT7lj'Il'" \'11 ..'j' ~I"':I''''''.''I/II~ '.."...... ,I,UI. IA~"'.""'''~I .,,~ ~.' ..., . .
,I', .
I.
T&ST REPORT: 91-14
TES1 DATE: . 4/to/91
REPORT DATE: 4/24/91
PAGS , OF 3 .
QONSTRUCTION SPECIF!CATIONS
~xTENDEP FAOM T~ST DATA FC-477
I ','
1. . One-hour 'i~e ~..i.~aftc. ~8ted fl~or/c.;l;ng and roof/cei,in;
....mb.ly with plenum or att,1 c 1 nsul ati on. Fi ni en F"ati n;: 47
minute..
. ',,--,"
Figure'. Crc.a-section' of f1cor-cei,1"Q or rQCf-C811in; as.emb1Y4
~ II; All ma~.rials shall be s~4'uat.d for use i" accordance with
thO apg11cable building code. The fire r.s;ati~. a8se~bly .. .ho~n
in,Fi;ure 1 is constructed of the materia'. described below. The
. circled n~mb.rs on F~gUr8 T ~.f.r to the ~.r.gr.ph number.
,. Sub'loor and Reef Sheathing.
" ','11.,':1 :: -::, (,: :.<",, I .
P.ne'. ahall be APA rated .he.thing or Sturd-t-Flcor or .~u1Y.l.n~
r.~.d.. EXgoBur. 1. int.riQ~ type bonded with extorior Q1u..
,.", minimum 23/32-fnc;h 'thick' wit.h to"Que and arOOV,e' 10MO edges, for
floor. and minimum 15/32-ineh thick for reo's. Inst.l' lo~g edi..
~8rp8ndicular to the I-Joiat&. stagger end Joint. on I-Jois~..
For f1oor&, apgl~ AFQ-01 construction adh..ivQ .. 3/a-1neh bead ~o
~h. ~CR.sur~ac. o~ the I-joist. and grooved edges at ~h. .h..th1ng.
Na i 1 w f th &d. def'01"'med shank na i 1 s or ad commor-. n.11. 0 of ne..... Qn
c.rl~.r on ends and '2 inches =n ce"te~ ih t~. 'ie'~, 'O~~io".11y,
WI ~ ~", 1211" 1 mum. 3.1,4:~.1 "c:t'i"l: t.l':J 1 ciC. ',; 11gh'twe; gh't,";. co"'6 1:'8t.~lc;rrr." 1 oc po . tQD" 1 "9
mixture, ~.n.18 *ha" be minimum 19/32-incn thick.'
I' ,...-......
. .'
. . . ,_.efl". Ch*!.1V ~~ r"'~""~' b._~~. ~"~~~'~,":,,,.~~~.,..:. ~.:; .~:~~~~rr. 04; a 2 ,I'M ? G 3
. .::'~_ ~ _.: _ ~ _ ,:':2/17. d,.":'': -,9S17 .0"-1- ~.=.:=":';. ".':=:-:::: ---. ~ _.: - w w -~&IO:J aOOM 1(j~nl:Jn~lS-- - 'WdH : E - - '1002.9 . d3~fooi. --
PROPRIETARY \.
:+':1.<~~.Fl'ibOR-CEIL1NG 5
.. .," ". .. ..:....'\.:\:i:...::.)\\<...'.:..~. ..,....:. .:',:""':','-':_:.:.,. .. ',_' .. ,. ','.. "" "', .. .. ,',,' ,', .. .. _.'0 .." .'.... .. '. :
TEMS, WOOD FRAMED.
.. ,', .. ........ ,,' ',' .......................-,.... ,,',,"'. "
WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION
One layer 5/8" proprietary type X gypsum wallboard or gypsum veneer base applied at right
angles to resilient furring channels 24" O.c. with 1" Type S drywall screws 12" o.c.
Gypsum board end joints located midway between continuous channels and attached to
additional pieces of channel 54" long with screws 12" o.c. Resilient furring channels
applied at right angles to 2 x 10 wood joists 16" o.C. with 11/4" Type W drywall screws.
Wood joists supporting 5/8" interior plywood with exterior glue subfloor and 15/8" perlite-
sand concrete reinforced with No. 19 SWG galvanized hexagonal wire mesh. 3" glass
fiber insulation 0.90 pcf in joist space stapled to subfloor.
PROPRIETARY GYPSUM BOARD
United States Gypsum Company 5/8" SHEETROCK@ Brand Gypsum
Panels, FIRECODE@ C Core
GA FILE NO. Fe 5116
PROPRIETARY t
WOOD JOISTS, GYPSUM WALLBOARD, RESILlEtoAi'CHANNELS,
GLASS FIBER INSULATION
One layer 5/8" proprietary type X gypsum wallbo~ or gypsum veneer base applied at right
angles to resilient furring channels 24" o.C. with 1" Type S drywall screws 12" O.C.
Gypsum board end joints located midway between continuous channels and attached to
additional pieces of channel 54" long with screws at 12" o.c. Resilient furring channels
applied at right angles to 2 x 10 wood joists 16" o.C. with 11/4" Type W drywall screws.
Wood joists supporting 5/8" interior plywood with exterior glue subfloor and 15/8" perlite-
sand concrete reinforced with No. 19 SWG galvanized hexagonal wire mesh. 3" glass
fiber insulation 0.90 pet in joist space stapled to subfloor.
PROPRIETARY GYPSUM BOARD
American Gypsum Company
Celotex Corporation
Continental Gypsum
G-P Gypsum
James Hardie Gypsum
5/8" FIREBLOC TYPE C
5/8" FI-ROK PLUS™
5/8" MoreRockV>> FireBar'" Type C
(CGTC-C)
5/8" GyProC@ Fireguard@ C
5/8" Hardiroc\(@ Brand Max "C"TM
Gypsum Panels
5/8" Firechec\(@ Type C
5/8" FLAME CURB@ Super 'C'
5/8" TG-C
Lafarge Gypsum
Pabco Gypsum
Temple-Inland Forest Products Corporation -
';0150 to54.STCj,;~
'. SOUND .,
Approx. Ceiling
Weight:
Fire Test:
2 psf
UL R3453-7, 5-1-70;
UL Design L516
KAL L 224-28-65, 3-30-65
(74 C & P)
KAL L 224-27-65,3-30-65
Sound Test:
IIC & Test:
1 HOUR
FIRE
50 to 54 STC
SOUND
Approx. Ceiling
Weight:
Fire Test:
2 psf
UL R3453-7, 5-1-70;
Based on UL R3660-7, -8,
11-12-87; R2717 -61, 8-18-87;
Based on UL R7094,
90NK10635, 10-24-90;
Based on UL R8742,
88NK22591, 10-6-88;
UL Design L516
KAL L 224-28-65, 3-30-65
(74 C & P)
KAL L 224-27-65,3-30-65
Sound Test:
IIC & Test:
WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION
One layer 112" type X gypsum wallboard or gypsum veneer base applied at right angles to
resilient furring channels 24" o.C. with 1" Type S drywall screws 8" o.c. at ends and 12"
o.c. at intermediate furring channels. Gypsum board end joints located midway between
continuous channels and attached to additional pieces of channel 64' long with screws
8" o.c. Resilient furring channels applied at right angles to 2 x 10 wood joists 16" o.C.
with 6d coated nails, 17/8" long, 0.085" shank, 1/4" heads, two per joist. Wood joists
supporting 5/8" interior plywood with exterior glue subfloor and 3/8" particle board, 1.5 pst.
3112" glass fiber insulation batts, 0.7 pet, friction fit in joist cavities supported alternately
every 12" by wire rods and resilient furring channels.
Sound tested with carpet and pad and with insulation stapled to joists.
~~~]
Approx. Ceiling
Weight:
Fire Test:
Sound Test:
IIC & Test:
2 pst
FM FC-181, 8-31-72
G&H OC-3MT, 10-13-71
(73C&P)
G&H OC-3MT, 10-13-71
GA-600-2000
t Contact the manufacturer for more detailed information on proprietary products.
107
~;
i'.
,
-
1999 Fire Resistance Dir" i:ory
306
FIRE RESISTANCE DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued
Design No. J918
Unrestrained Assembly Rating-l Hr.
Ii"
I.
j:
I
!
I ~ . ~ ,,'
WCJ CJ CJ CJ CJ CJt8
~. ~ UnrestrOined
~ End Detail
1. Precast Concrete Units* -Carbonate, siliceous, or lightweight aggregate.
4 or 8 ft wide units with cross section similar to the above illustration.
Openings may be provided through the units for piping, ducts, or similar
services and should be suitably enclosed with constructions having at
least equal resistance, acceptable to authorities having jurisdiction.
American Precast Concrete, Inc.
Arnold Concrete Products-Greensboro Div. of Carolina Steel
Corp.
Breeko Industries
Cleveland Builders Supply Co.
Nitterhouse Concrete Products, Inc.
Southern Cast Stone Inc.
Strescon Industries
TPAC Div. of Kiewit Western Co.
2. Min Bearing-l-l/2 in.
3. Grout-Sand-cement type, 3500 psi compressive strength. For a grout
stop, compressible material may be placed at bottom of the joint before
applying grout.
*Bearing the UL Classification Marking
Design No. J919
Restrained Assembly Rating-2, 3 and 4 Hr.(See Items 1 and 8)
Unrestrained Assembly Rating-2 Hr.
Restrained
Unrestrained
End Detail
End Detail
1. Concrete.Topping-3000 psi compressive strength, 110 to 153 pcf unit
weight. Normal weight aggregate. The min concrete topping thickness is
1-3/4 when Item Nos. 6 and 7 are used. When Item Nos. 6 and 7 are not
used, the minimum concrete topping thickness shall be:
Material
Thickness-In.
o
1-3/4
Rating-Hr.
2
3
FIRE RESISTANCE DIRECTORY (BXRH)
FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continti
lA. Floor Topping Mixture*-(alternate to concrete topping)-8 ga
water to 80 lbs min of floor topping mixture* to 220 lbs max of
Compressive strength, 1000 psi. Min thickness for 3 hr rating 3/4
Hacker Industries, Inc.-Firm-Fill, Firm-Fill 2010, Fir~-FiU
Strength, Gyp-Span Radiant.
Maxxon Corp. Type Ge.
United States Gypsum Co.-Type F.'
Floor Mat Materials*-(Optional)-Floor mat material nom 1/4 in ~ thi.
adhered to subfloor with Hacker Floor Primer. Primer to be applied ~,1t
surface of the mat prior to the placement of a min 1-1/2 . ,,).
floor-topping mixture. "f" ,t
Hacker Industries, Inc.-Type Sound-Mat.".,
lB. Alternate Finish Flooring-Floor Topping Mixture*-4 to 7 .
water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 c~t (
~and. Compressive strength to be 1200 psi min. Min thickness to bt'J/
In. )..
Rapid Floor Systems-Type RF, RFP or RFU.~~'
Floor Mat Materials*-(Optional)-Floor mat material nom 1/4 in. thic
adhered to subfloor with Maxxon Floor Primer. Primer to be applied to tl:
surface of the mat prior to lath placement. ' ~' '
Maxxon Corp.-Type Acousti-Mat. ~'
Metal lath-For use with floor mat material. 3/8 in. expanded galvanize.
steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material
Floor topping thickness a nom 1 in. over the floor mat. ,.;
Ie. Floor Topping Mixture*-Alternate to Items 1, lA and lB. 3 to 7 g~ot
water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft.r
sand. Compressive strength to be 1000 psi min. Min thickness to be 3/4 in.
Maxxon Corp.-Type D-C, GC, GC 2000, L-R or T-F. ' j.;
Floor Mat Materials*-(Optional)-Floor mat material nom 1/4 in. tlnd
adhered to subfloor with Maxxon Floor Primer. Primer to be applied to tilt
surface of the mat prior to lath placement. ,
Maxxon Corp.-Type Acousti-Mat. ;i~t,
Metal lath-For use with floor mat material. 3/8 in. expanded galvanized
steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material
Floor topping thickness a nom 1 in. over the floor mat. '~
2. Precast Concrete Units* -Normal weight or air cooled blast furnace slag
aggregate. Cross section similar to the above illustration.
Calumet Flexicore Corp.
Concrete Industries Inc.
Flexicore of Texas, Inc.
Flexicore Systems, Inc.
Mid-States Concrete Prods. Co.
Molin Concrete Products Co.
Strescon Industries Inc.
3. End DetailS-Restrained and Unrestrained. Min Bearing 1-1/2 in. for
assembly rating of 3 hr or less and 3 in. for assembly rating of 4 hr.
4. Joint-Clearance between slabs at bottom, full length. min 1/16 in..
max 5/16 in., grouted full length with sand-cement grout, 3500 psi min.
Note-A 3/4-in. lateral expansion joint to be provided the fulllengt/1
and d€pth of the slabs every 14 ft. Expansion should be obtained wi,th
noncombustible, compressible material. for example: 12 sheets of 1/16-Jn.
thick ceramic fiber paper.
5. End Clearance-Clearance for expansion at each end of slabs shall ~
equal to L/l? (1/4 (+or-) 1/16) in.. where "L" equal to length of span In
feet.
6. Trench-Header Duct-Optional-(Bearing the UL Listing Mark). Housing
constructed of steel and provided with metal edge screeds.
7. Electrical and Telephone Outlets-Optional-Electrical~utlet, aft~r ~
drive inserts. and outlet mounting bushings (Bearing the UL L1S~ng
Mark) 3-1/2-in. diam by I-in. thick piece of noncombustible-compressIble
blanket insulation. slit at center for passage of wires, to be placed on top
of bushing under outlet box.
8. Spray-Applied Fire Resistive Materials* -(Not shown)(Op~onal),-
Applied to the underside of the Precast Concrete Units by mlxmg ~t~
water and spraying in more than one coat to a final thickness.of 91.161~
Concrete surfaces must be clean and free of dirt and oll pnor
application of Spray-Applied Fire Resistive Materials. Spray-Applied r~
Resistive Materials applied at min avg and min ind density of 15/14 ~ '
respectively. For method of density determination, see Design Informatton
Section.
When Spray-Applied Fire Resistive Materials is used, the specified thickne:J
of Concrete Topping (Item 1) or Floor Topping Mixture must also be ~sed
to obtain a 4 hr Restrained Assembly rating. The 4 hr RestraIn r
Assembly rating does not cover the use of trench header (Item 6) 0
electrical and telephone outlets (Item 7).
Restrained Unrestrained
Assembly Rating Assembly Rating
2. 3 Hr 2 hr
4
Spray-Applied
Resistive Mtls, Thk fQI
D-See Item 1 . \
9/16 in.-See Item ~J~~.,
--
LOOK FOR THE UL MARK ON PRODUCT
.~
.",
%" tongue and
groove sheathing
Optional %"
gypsum concrete
ill
, Blocking panel
T JI@ joist (open-web
Trus Joist MacMillan
products optional)
W'SHEETROCK'"
brand FIRECODE<!l
"e" gypsum board
Steel furring
channel
Simpson ?trong-Tie@
ceiling support clip
t',
Without gypsum concrete:
STC = 47; RAL TL81-87
Pad & Carpet IIC = 54; RAL IN81-17
CushioMd vinyl IIC = 43; RAL IN81-19
With gypsum concrete:
STC ;::,59;,RAL TL81-105
Pad & Carpet IIC = 54; RAL IN81-20
Cushionedvinyl IIC = 43; RAL IN81-21
1W' lightweight concrete or 1" gypsum concrete
%" sheathing
T JI<!l joist
%" gypsum board
Resilient channels
Laboratory Test
STC = 57
G&H No. USDA-11 xST
2" lightweight concrete
%" sound deadening board
%" sheathing
Trus Joist
MacMillan.
open-web
truss
Field Test
FSTC = 60
WCR-Thunderbird
O/S" gypGum b9ard
Resilient channel @ 24" O.c.
3" mineral wool insulation
Dund Control Details
Blocking panel
%" tongU,e I'lnd
groove sheathing
TJI@ joist (open-web
Trus Joist MacMillan
products optionai)
2 Layers W' Type X gypsum board
Resilient.~haf'l.neI6.'
at 16" 0.c;'di2edtly"
..,' .,d,:,,:
a pplied ,1?QJO!~#G "
~pupporlii~a~Bth .
layere of0YP~Ym
board
Without gypsum concrete:
STC = 50; RAL TL81-143
Pad & CarpetllC = 60; RAL IN81-25
Cushioned lifiiyl IIC=45; RALIN81:26
Tarkett Acoustiflor.IIC = 51 (1) RALIN96-2,B'
With gypsum concrete: .,
STC =58;RALTL81-106 .
~ ,P,ad & Carpet IIC = 54: RAL IN81-23,
Cushionedyjnyl IIC = 46; RAL IN81-24
Tarkett Acoustiflor IIC = 54 (1) RAL IN96.28~J:
(1) Requires two layers 01 5/8 inch Type X gypsum board with
one layer of 3 1/2 Inch thick batt insulation. ' . ,
1W' lightweight concrete or 1" gypsum conGr/ite '
TJI@joist
"
%" gypsum board '
Resilient channels
LaboratoryTest
STC = 58 .
With pad and carpet INR = +26
With vinyl tile INR = -1
@&H No. USDA-11 xsi)
1%" lightweight concrete
3/4" sheathing
Laboratory Test
STC= 59
INR. (no test)
RAL No. TL 70-37
. .....':'...::\)'c.,;
o/a"'gyps~m~q~t;d ..,' ,."., "
Resilient .channel,~24I'.o:o.".}i
FIRECODE'" and SHEETROCK" are registered trademarks of United Stales Gypsum Company,
Thermaliber'" is a registered trademark of Thermafiber,
Fiberex'" is a registered trademark of Fiberex'" Insulation Inc.
REV. 5/99 W
9.9
"-\/; ') -',
\ ",.r'
Floor . ~eiling Systems
1 HOUR FLOOR/CEILING SYSTEM
II.,
ALL JOIST SERIES
T JI@/L90 AND T JI@/H90
-=
Joint detail for butt
joints rJcrpendicular to
framing members
2 HOUR FLOOR/CEILING SYSTEM
ALL JOIST SERIES
7/8"
".3~~
Joint detail for butt
joints perpendicular to
framing members
9.12 '
, ~ "
NER-200 ASSEMBLY E-2
1. 48/24 minimum tongue-and-groove performance rated sheathing
(Exposure 1)
2. Two layers of W' thick Type X gypsum board
3. TJI@ joists
Note
A single layer of 40/20 span-rated sheathing (Exposure 1) over joists
at a maximum of 24" on-center with 1W' lightweight concrete or 1"
of gypsum concrete is an allowed deck alternative. If the joists are
spaced no more than 20" on-center, a %" gypsum concrete top-
ping is permitted.
See NER-200 for specific assembly requirements.
NER-200 ASSEMBLY E-6
1. 48/24 minimum tongue-and-groove performance rated
sheathing (Exposure 1)
2. %" thick USG Type C Firecode<ID or Westroc Fireboar~ C
gypsum wallboard
3. T JI@/L90 or T JI@/H90 joists
4. USG RC-1 resilient channels at 16"on-center
5. USG Thermafiber0, Fiberex<"-FBX or Fiberexro-SAFB mineral
wool batts
Note
A single layer of 40/20 span-rated sheathing (Exposure 1) over
joists at a maximum of 24" on-center with 1W lightweight con-
crete or 1" of gypsum concrete is an allowed deck alternative. If
the joists are spaced no more than 20" on-center, a %" gypsum
concrete topping is permitted.
See NER-200 for specific assembly requirements.
NER-200 ASSEMBLY E-7
1. 40/24 minimum tongue-and-groove span-rated sheathing
(Exposure 1), glued and nailed
2. T JI@ joists 24" on-center maximum
3. Glass fiber insulation, unfaced batts, 3%" thick in
plenum, supported by stay wires 12" on-center and
centered on joist bottom flanges
4. Three layers of %" Gold Bond Fireshiel~ G Type X
gypsum
5. Furring channels at 16" on-center located between first
and second layers of gypsum
Note
A single layer of 4%0 span-rated sheathing (Exposure 1)
over joists at a maximum of 19.2" on-center with 1%" light-
weight concrete or %" of gypsum concrete is an allowed
deck alternative.
See NER-200 for specific assembly requirements.
REV. 1/99W
\1)
j
:.
)
" "
Design No. P522
Unrestrained Assembly Rating-l Hr
Finish Rating-25 Min
.RK ON PRODUCT
552
;E DIRECTORY (BXRH)
FIRE RESI!.
FIRE RESISTANCE RATINGS - ANSljUL263 (BXUV)-Continued
1. Roofing System*-Any UL Class A, B or C Roofing System (TGFU) or
Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in.
thick plywood decking. Nom 15/32 in. thick plywood decking secured to
trusses with construction adhesive and No. 6d ringed shank nails. Nails
spaced 12 in. OC along each truss. Staples having equal or greater
withdrawal and lateral resistance strength may be substituted for the 6d
nails.
2. Trusses-Parallel chord trusses, spaced a max of 24 in. OC, fabricated
from nom 2 by 4 lumber, with lumber oriented vertically or horizontally.
Truss members secured together with 0.040 in. thick galv steel plates.
. Plates have 5/16 in. long teeth projecting perpendicular to the plane of
the plate. The teeth are in pairs facing each other (made by the same
punch), forming a split tooth type plate. Each tooth has a chisel point
on its outside edge. These points are diagonally opposite each other for
each pair. The top half of each tooth has a twist for stiffness. The pairs
are repeated on approximately 7/8 in. centers with four rows of teeth per
inch of plate width. Where the truss intersects with the interior face of
the exterior walls, the min truss depth shall be 12 in. with a min roof
slope of 3/12 and a min area in the plane of the truss of 21 sq/ft.
3. Batts and Blankets*-(Optional)-Glass fiber insulation, secured to the
plywood decking with staples spaced 12 in. OC or to the trusses with
0.090 in. diam galv steel wires spaced 12 in. Oc. Any glass fiber
insulation bearing the UL Classification Marking as to Surface Burning
Characteristics and/or Fire Resistance, having a min density of 0.5 pd.
As an option, the insulation may be fitted in the concealed space, draped
over the resilient channel/gypsum wallboard ceiling membrane when
resilient channels and gypsum wallboard attachment is modified as
specified in Items 6 and 7.
4. Air Duct. -Any UL Class 0 or Class 1 flexible air duct installed in
accordance with the instructions provided by the damper manufacturer.
5. Ceiling Damper. -Max nom area, 324 sq in. Max sqaure size, 18 in. by
18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18
in. Max damper height is 14 in. Installed in accordance with manufacturers
installation instructions provided with the damper. Max damper openings
not to exceed 162 sq in. per 100 sq ft of ceiling area.
Pottorff Co. Inc.-Model CFD-521
6. Resilient Channels-Formed of 25 MSG galv steel. installed perpen-
dicular to the trusses (Item 2), spaced a max of 16 in. OC when no
insulation (Item 3) is fitted in the concealed spaced, or a max of 12 in.
OC when insulation (Item 3) is fitted in the concealed space. draped over
the resilient channel/gypsum wallboard ceiling membrane. Two courses
of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in.
from each end of wallboard). Channels oriented opposite at wallboard
butt-joints. Channel splices overlapped 4 in. beneath steel trusses.
Channels secured to each truss with Type 512 by 1/2 in. long screws.
7. Wallboard, Gypsum. -One layer of nom 5/8 in. thick by 48 in. wide
boards, installed with long dimension parallel to trusses. Attached to the
resilient channels using 1 in. long Type S bugle-head screws. Screws
spaced a max of 12 in. OC along butted end-joints and in the field when
no insulation (Item 3) is fitted in the concealed spaced. or a max of 8
in. OC along butted end-joints and in the field when insulation (Item 3)
is fitted in the concealed space, draped over the resilient channel/gypsum
wallboard ceiling membrane.
Canadian Gypsum Company-Type C or IP-X2
United States Gypsum Co.-Type C or IP-X2
Yeso Panamericano 5.A. de C. V.- Type C or IP-X2
8. Finishing System-~Not 5hown)-Vinyl. dry or premixed joint compound,
applied in two coats to joints and screw-heads; paper tape. 2 in. wide,
embedded in first layer of compound over all joints. As an alternllte, nom
'".',""11'
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71J3 535 =J05
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C-IT SERIES
IT; INSULATED FIRE RATED ACCESS PANEL FOR
WALL AND CEILINGS - ALL SURFACES
SPECIFICA TIONS
C'
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DRY\VALL
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\
WOOD OR \
SlEEL STUD" \
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WRAPPING OF
STIJD NOT
REQUIRED IN
1 HOUR CEJUNG
APPUCAT~ON
2
PIANO
-~t-
I
'~1" FlAfJCE
DOuBLE LA YEP or:
~/8" rlRE CODE DR'rWtU.
(A--") CUT - THRI,) SECTION
\ A ' NOT TO SCALE
'.....~
CESCO ACCESS PRODUCTS
J 701 MADISON STREET NE
MINNEAPOLIS. ~1N 55413
PHONE: 8S8-4IZ-3726
FAX: 888-312-3726
(
AT
15 GAUGE COLD ROLLED STEEL FRAME
20 GAUGE COLD ROLLED STEEL DOOR
2" THICK FIRE RA Tt:D INSULATION
1" WIDE EXPOSED FLANGE
FLUSH CO~JTINUOUS PIANO ",INGE
SPRiNG DOOR CLOSURE
FLUSH KEY OR MSTAL IOJURLEO KNOB OPERA TED LOCK
~R AMES P;;>OVIOEO WITH 1/4" fAOUI.JTING HOLES
PHOSPHA TE DIPPED WITH BAKED ON RUST INHI81TIVE
GRA'( PRIME FINISH
iNTERIOR RELEASE MECHA~JIS~I ON PANELS GREX"ER n-AN 11'."
IN SIZE
OPTIONS
f-
I
S2
"J
I
C::
o
o
o
o GALVANlzm BONDERIZEO STEEL
o STAINLESS STEEL WITH #4 SA TIN POLISH FINISH
o STAINLESS STEEL COI'HiNUOUS PIANO HI~IGE WITH STAlr~LESS
STEEL PIN (AVAIL,6BLE or, STAINLESS STEEL PANELS O~IL 'f)
o CONCEALED PIN HINGE
o MORTISE PREPARATlml - CYLINDER PROVIDED 8Y OTHER:,
On $izes 18" x 18" end larger. Woo O'Hillory spring
LI S TI ~J C S.
----
1 1/2 HR. "B" _AS::L
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( IN3U'~ATIGN
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\." t~J:HOR (OFTIONAL)
j i I (f
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: () MASONP Y
# WAlI_ ~
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/
CHIP Ou T M A SONR'r TO
CLEAR 80~T COVER
Warnock Hersey.
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80L T LOCK ---1
PROJECT:
CONTRACTOR:
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C-lT.DOC I
...____.,.J
ARCHlTECT:
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08/21/98
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. ACO ~W rOA CAOIN!?TS WITH ALUMI'JUM I'FlAMH: NOTE: WHEN USING Ci1ENADIER P 1'I1T11 FIRE.FX'"'OPTION CAe-INE'T. TH[
EXTINGUfSHEA MUST BE MOUNTED ON THE BACK OF T11E CABINET niB,
~ ALL PANORAMA SERIES MEETS A.D.A. PROJECTION CRITERIA WITH EXCEPTION TO: 1818, 1828,1/138,1018,1028, 10311, 1013, 10:!3,
~ 1030,2018,2026, 2038, 2038, 2013, 2023, 2039, 3010, 3020, 30~, 3013, 31:;!3, 3030, 4018, 4028, "()Jll, 4013, 4023 AND 40:!\)
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DETAIL 'AND SUBMITTAL SHEET
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DISTRIBUTOR:."
~:.r~.{~:,t~; :~ j3,~:;~~~{:i:;j.. ~,' .
MODEL NUMBER:
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QUANTITY:
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.JL' INOUSTRI~S
lNCOP.POI"lATEO
, !t
4450 W. 78lh ~lrool Clrcl~
Bloomington. MN S~.t3S
Phon~; 9S2-e35-eSSO
rM: 952-8.35-221 S
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CONTRACTOR:
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PROJECl:
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APPROVED BY:
ARCHITECT: DATE: _._
JL WEST COAST 6285 RANDOLPH STREET. COMMERCE, CA 90040 PHONE: 323-726-9070 FAX: 323-726-9068
JL E,OUTH EAST 5758 CORPORATION CIRCLE, FT. MEYERS. FL PHONE 941-893-7500 FAX; 941-693-7501
. .PAN9.RAMA FIRE-FXTM OPTION FIRE EXTINGUISHER CABINETS :
.~
FIRE:-FX'" OPTION
FIPE RATED
EXTINGUISHER CA.BINETS
AN ItPU$TRY FIRST. U.S. PATENT NO. 5,171,079
In 1391. J.L. ."dlJ:;hi~s Inl:1Oduclld 1M first Firs-
RJI~d E,t1nguichAr Cabinets lInd V~J\fe C;1blnets
for w';~ in f,r.-raled ,,~1I5, JL.'s 6peci~lIy designed
J,1(j pJt,,-nted F'lP.E-~)(,,' Opl'OI1lor C~t>iMt:; r.r~
buill to mQ,?t buj\~lng coo~ apeclfiCJtlon.~ for fire-
r,Md "..011 s,l\J~tlons. W3rnock Her,ey ha9 ceriJ~ed
Jrod lI~tQd J,l..'s FIFiE.FX'" Option for l-ho'Jr aM
2.how combu,ol.1ble and nQn-con1bu~tlhle wall
sy:;.!erns'
FiHE-FX~ OFT ION ELIMINATES:
. The c~qlly n~~j !Ll line the w~1I OP~f1If1g C<1\dry
"..ltn file ralM m,,!tll3l
. Guegswcrk os 10 whNl11}f th~ f,r~ b~'riN h~s
bMn comprcm,sed by the above procedure
To ord~r or sp~(,I~/. add FIRE-FX'" Option 6uffi. to
the 6~"en digit J.L. O1<.ldeJ mm,ber. FOl e,(Jll\pln, If
yOil \\';1,,1 an ,tJ,rnt,Q"sJ.dor 1017Fl0 wilh the FIRE-
FX"' OpdOl1. n:;k for 1I1~ 1017F10 FX.
Tho FIRE-cX"" Opllon f.rc-ratl!d c:<blnN tUb 13 not
~l'!~"jbIO on Iriml0$,1 uf1d surface mount cabine:2,
SPCCIFICATIO~jS
Furnl:;~ ~rB-r~t~d c~blnel with FIRI:-FX'" Option
m<\nufJ~1urt~ b~ J,L, Industrie6 of Eloomin'dlon.
"IN, Cabin~ll" b~ tJb,ko'lted In Qoc!)rrJanl~6 with
l~ll WarnocK Her;ay certified design and shnll
can,,! \hl;l \I{1'l'ooc.k N~r~~y IJbellor 1'~nd 2-holJr
comc"Jst,cI9 and f1on.combustibl~ walls'
C"blrot \0 ~. f~hr,cat",j ,n eccoM,nce will1 UBC 7-5
I,II,STM E814-9;~ So use 7.1 (ASTM E119-97)
un\'j~r pcsltiva preS-Aura to me~~lJr~ nre reslE,tive
pr,rJerm.snce.
(.
PANORAMA ..
1030C70 ~
W/COSMIC 10E
PANORAl.I\A I!I
'012P~ ~
ADAe OPTION
,1.. '. ;.:" , ': ~': I....f~..
PANORAMA SERIES
The PJnots,m.l Series Is dlsti"glJl~Md by Il~ gre~1
v.'I!1ety of framele.% acrylic doom. The identity etyle
comfi3 WITh FE l~lI~r1n\J Inlllre~ COI"r!: (Whll~, blaCk.
reO) and three con~gurarlons IV-Vertical,
H-H6nzOM~I, A-Identity) The 'st,ppled' ta~ture "I
the e.eNI," and e~CllJsl"e DllJmlnum b;,lcklng of IhlS
'identrty' door makes illmpog~ible 10 remove or
evM scratCh the le~a,'in'J Th,s m.~kss II eY."lrerTIsly
flr~cIJcall,'\i" SlJch plactl,~ ~,; re,;1alJranIS. ~MPr-I"g
malls, banks. CH,Cf; bulI(lln'JS. gOI/~"'n1i!nt eenle,g
and other bUildings open to the publiC. where beth
t'NUty;,lnd (jur2bdi~! ar" d~sjr.ltl~. In adrjinon. tn~
PSMrama ofterg Q clear l;nte,lOrM J(I'i'1e door 'or
a CI3nI'l. unabtrJsi,'9 1001\ thai will nol Cl99h with Ihe
d~~lan, ~1Vle or ;lrCna~(.1LJre or 0 rOt)m or 1)1J11(Jlng
The Pan"rams fe9twra.<> !l trameles9 acryliC door.
The tuh 01 the PJnorJm;lls Vlhjt~ epo<y eo..',M (.old
rclled slael unlesa olhel\Nlae speCified In optir.>na,
Th9 Pa,10rJm~ I~ ava/lal:le wilh Sigel. aluminum, or
slJirless sleellrim.
All Fsnoram3 come 6~3nd3rd wth a COf1tiflUOU~
hin9<l, rn~ sta.f1<Jerd door hJJd''',~ra for non-br~a,<
glJS9 doors conslst~ of a 1.In.; plJl&d flull handle
and rol19r catch. A cylinder lock with f1'3~:bl9 ""nl
is $l~nd~",1 for $P,F.T'LO)( dOurs, Tho C<lbi""r
d"or sils flush In a 518' door slop, which extendz
bi),:k Into lhe ~!b.
SPECIFY
1 FIRE-FX'" Option fer fire-rated walla
2. ADAC Oplion: Meximun' pr"jecliof1 for
tnlf1 walla witM,n A,D.A guidellnes
3, Frame nnlsh ISflecl one}
A, (Steev EI~clJO:ll.aIJC
white erx,,<y prlnlN f,nlsh
6, (AIIJrnlnIJm); IItM cl~~r
A00dized AI~rrrinum finish
C. (St~ir1l0~ St*0: #4
Stainls!:.5 SteoJ finish
4.1 3/4' fJCO lrim OJ) frJme ~nd doof
5. Rull"rj 91j(lO Cor\~In.Jcticn on 2 1/2' RT.
3" RT. ,~' RT snd 4 112- RT (r.1m~s
6. FE Igttering WIth Aluminum b~<:kplrl{e (P~,Q
doon;) or.
7. Cisar Acrylic with nama pOlIshed 9dg~s
(C doc,,;)
PANORAMA
1037P42
~
1. AVAILABLE DOOR STVLES (SELECT ONE)
C70 __ CLEAR 1/4' FRAMElESS, BACKLESS,
UtlLETTERED SMOOTH ACR'(lIC Olfl_Y
C71_ CLEAR, 1(.1' FRAMELESS, BACKLESS,
Uf4lElTERED SMOOTH ACRYl.IC VlI1H
SAF-T-lOK
P IDENTlr(; 3/16' fRAMELE.SS,
ALUMINUM BACKED TEXTURED
OBSCURE ACRYLIC WITH FE LETTERING
ARRANGED VERTICALLY M,
HORIZmHALLY (H) OR ALONG THE
HINGE~} ON THE BACK: COLOA OF
LETT EfI II Ie NolO BACKI3ROI)ND
AV;"lLABLE IN COMBINATIONS OF
WHITE, SU.CK OR REO
Q IDENTITY WITH SM- T-LOK
2. AVAILABLE DOOR OlAZlNO (SELECT ONE)
40 __ - V. BLACK SACKGROVr,lD WNlHITE LEHER:3
41 ___ - V, RED BACKGROiJND WN/HITE LErrerl$
42 _ - V, WHITE BACKGROUND W/SLACK l.ETTEAfl
43 - V. Wf;ITi: BACKGROUND W/FlED LI:'fTEr:,s
4$ _ - H, ELACK BACKGROUND WMHITE lEHEh5
46 _ - H. RED BACKGROUND W/WHITE Lrn ERG
47 __ - H, WHITE eACKGROU~JO W/BLACK LErTE,'lS
48 _,_ - H. WHITE 9ACKGROUNO WIRED LEn-EMS
50 _ - A, BLACK BACKGROUtiD WN/HIi"E Lmnl,:;
51 __ - A, RED BACKCROUND WA^"HI fE LElTEP',3
52 __ - A, WHITE BACKGROUND WISLACK LE'fHRS
53 __ - A. WHITE 8ACKGROUIJD W/HED LETTErlZ
3. OPTlOHS (SrU:CT ANY)
_ ALUMINUM TUB, MILL FINISH
_ BREAK GLASS HAMMER AND CHAIN
_ COLOR A/JODIZED TRIM; ALUMINUM OnLY
.._ COLOR EPOXY TUB (RED OR BLACK)
_ COLOR EPOXY TRIM (RED OR BLACK]; STEEL or ,LY
_._ FE LElTERS IN BLACK. RED OR WHilE
FUTUAA -FIRE" HANDLE
_ STAINLES-S ruB, 114 SATIN FINISH
__ STAINLE5S TRIM
_ STAINLESS DOOR AND TRIM.
_ .6 SATlN STAINLESS
H POLISHED STAINLESS
_ 1>8 POLISHED STAINLESS
'"'~~
,:l
~":
. .;
}, ~:,
ri
fi: " ,f( "
':'.If
~;,i;tlf]i
PANORAMA g
10~5P50 ~
PANORAMA
'036Q43
W/S/lF-T-LOK
GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE,
STEEL STUDS
EXTERIOR SIDE: One layer s/s' proprietary type X glass mat gypsum substrate (sheathing)
applied parallel or at right angles to 35/8" steel studs 24" O.c. with l' Type S corrosion
.' resistant screws 8" o.c. at vertical studs and 12" o.c. at perimeter runners. Joints caulked
!\':wtthflexlble, non-hardening building sealant or covered with weather exposed cladding
J,' orflnlshsystem.
INTERIOR$IDE: One layer s/s' proprietary type X glass mat gypsum substrate, glass mat
water-resistant gypsum backing board, gypsum wallboard, water-resistant gypsum
backing board, or gypsum veneer base applied parallel or at right angles to studs with
l' Type S drywall screws 8" o.c. at studs and 12' o.c. at floor and ceiling runners. (NLB)
G-P Gypsum
PROPRIETARY GYPSUM BOARD
5/S" Dens-Glass@ Gold Fireguard@
." .,',.,.:-. -~ ,.;; ~ '.;" '. ,-,., .",'" ....,. :, :~.:',,";;
Thickness:
Limiting Height:
Approx. Weight:
Fire Test:
47/S"
Subject to design
6 pst
CTC 2171-3996, 7-12-90
. .' . t '.; ",~", ''\ 1'1' "'4ll:~ 'I'~""(r ':""~'t::~~n!t"~fO~
' I~, \, -:1 ':. . \\ \ r) \ \ A ;~, 1;.d ~ ~I !
~ "'.' "",\ :. y' ~ ~.
GYPSUM WALLBOARD,
FIBER-CEMENT BOARD, WOOD STUDS
EXTERIOR SIDE: Base layer W' proprietary type X gypsum wallboard or sheathing
applied parallel to 2 x 4 wood studs 24" O.c. with 13/4" galvanized rooting nails 4" o.c.
at vertical Joints and top and bottom plates and 7" o.c. at intermediate studs. Face
layer S/18" x 12' wide mrodmum proprietary fiber-cement plank lap-applied at right
angles to studs with 6d corrosion-resistant nails to each stud.
INTERIOR SIDE: One layer 5/8" proprietary type X gypsum wallboard applied parallel to
studs with 17/s" smooth round shank nails, 0.088" shank, 0.275" heads, 7" O.c.
Joints staggered 24'" on opposite sides. (LOAD BEARING)
PROPRIETARY GYPSUM BOARD
1/2" Hardirock@ Brand Max "C"TM
Gypsum Panels
5/S" Hardiroc!(@ Brand Fire XTM
Gypsum Panels
James Hardie Gypsum
'.,' . f'. '..:'~:. , ' .
Thickness: 51/2"
Approx. Weight: 6 pst
Fire Test: OPL 11710-98414, 5-1-95
,<' \ _ ~"". \""t' ~'lo(1"'~"I"\ i~"':'''''"~ '''~~:-~''\~
.... I - I \. '!""'.,~.,. . ,;1
\ '. ' ,t ..~ ''''''>l>~~\l_~~:rl
GVPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS
.,EXTERIOR SIDE: One layer 48' wide 5/S" type X gypsum sheathing applied parallel to 2 x
4.wood studs with 13/4' galvanized roofing nails, 0.120' shank, 7/1s" or 1/2' heads, 4" o.c.
at vertical Joints and 7' o.c. at intermediate studs and top and bottom plates. Joints ot
gypsum sheathing may be left untreated. Exterior cladding to be attached through
sheathing to studs.
INTERIOR SIDE: One layer 5/s' type X gypsum wallboard, water-resistant gypsum backing
board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated
nalls, 17/8' long, 0.0915" shank, 1/4" heads, 7" o.c. (LOAD-BEARING)
This Space Left Blank
Thickness:
Approx. Weight:
Fire Test:
Varies
7 pst
See WP 3510
(UL R3501-47, -48, 9-17-65,
UL Design U309;' , I
UL R1319-129, 7;22-70,
UL Design U314)
88
t Contact the manufacturer for more detailed Information on proprietary products.
GA-600-2000
One layer 5/a" type X plain or predecorated gypsum wallboard applied parallel to each side
of 2 X 4 wood studs 24" O.c. with 6d coated nails, F/a" long, 0.0915" shank, 1/4" heads,
7' O.C. at joints and top and bottom plates and 3/a" beads of adhesive at intermediate
studs.
Joints staggered 24" on opposite sides. (LOAD-BEARING)
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/a" type X plain or predecorated gypsum wallboard, water-resistant gypsum
backing board, or gypsum veneer base applied parallel or at right angles to each side of
2 x 4 wood studs 16' o.C. with 6d coated nails, F/a" long, 0.0915" shank, 1/4" heads, 7"
o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed.
Joints staggered 16" on opposite sides. (LOAD-BEARING)
GLASS MAT GYPSUM BOARD, WOOD STUDS
One layer 5/a" proprietary type X glass mat water-resistant gypsum backing board applied
parallel or at right angles to 2 x 4 wood studs 16" o.C. with phosphate coated nails, F/a"
long, 1{4" diameter cupped heads, 8" o.c.
Joints, staggered 16' on opposite sides and covered with 1 Ox1 0 mesh glass tape and tile
adhesive. (LOAD-BEARING)
PROPRIETARY GYPSUM BOARD
5/a" Dens-Shield@ Fireguard@
;. . ,,",,,:,i"'.:fi1~'~7'ff,;.~.t"~-~~
" . ~)'~ la t~~tl'J>!)j d:' r:;,:l;1!kJt;
''''iI<"'f,l~h<,,,~~Ii<r:~~~~~
GYPSUM VENEER BASE, GYPSUM VENEER PLASTER,
WOOD STUDS
i;f' One layer 1/2" type X gypsum veneer base applied at right angles to each side of 2 x 4 wood
studs 16" o.C. with 5d. etched nails, 13/4" long, 0.099" shank, 1/4" heads, 8" o.c. l/1a"
;r'
',-; ., gypsum veneer plaster applied over each face.
~; Vertical joints staggered 16" and horizontal joints 12" on opposite sides. Sound tested
~:; withoufgypsum veneer plaster. (LOAD-BEARING)
if
w~
l~'; '\
~\
q;
,f,
'.'
>('
;L\> ,
~i~~-60~2qOO '
~;.';
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
':,~<. '.~ ':',"
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
t Contact the manufacturer for more detailed information on proprietary products.
',". .' ~:, T..: ..,',..". ;....' _ '-''',''':',"i.
47/a"
7 psf
FM WP 90, 8-21-67
G&H NG-246FT, 7-2-65
"'~.'<;:' l.'"
'<""-;\';.
:";:;...~.~ ',' ~'::". .~;" .. i..:.~J~::. ~..~.....,;".':'....: !i'),~ !
47/a"
7 psf
UL R1319-4, -6, 6-17-52;
UL R2717-39, 1-20-66;
UL R3501-52, 3-15-66,
UL Design U305;
ULCDeslgi'l'W301 .
OR 64-8, 2-4-64
. ",'.0: ';.-
43/4"
7 psf
WHI-495-0853,5-14-87;
WHI-495-0854,5-15-87
See WP 3605
(OR 64-8, 2-4-64)
~~",."
47/a"
7 psf
UC,1-12-66
G&H IBI-35FT, 5-26-64
59
j,.i_'
11.:,"
\")'l
;',:>,,'
I .,' ~" \ ~ i ",
,.'"" ,1",
.,' "'-," :'~.~.' ,:' ,d
(
,:1
~ ~ . "
~ I I \
GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
o.C. with 1" Type S drywall screws. Base layer 5/8" type X gypsum wallboard or gypsum
veneer base applied at right angles to channels with 1" Type S drywall screws 12" o.c.
Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles
to channels with 3/4" daubs of adhesive 12" o.c. vertically and horizontally.
OPPOSITE SIDE: Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied
parallEl' to ~~uds with 5d coated nails, 15/8' long, 0.086" shank, 16/64" heads, 32" a.c.
Second layer 1{2" type X gypsum wallboard or gypsum veneer base applied parallel to
studs with 8d coated nails, 23/8" long, 0.113" shank, 8/32" heads, 12" o.c. Face layer 3/8"
regular gypsum wallboard applied parallel to studs with 3/4" daubs of adhesive 12" o.c.
vertically and horizontally. 2" glass fiber insulation, 0.90 pet, stapled to three layer side
in stud space.
Joints staggered 16" each layer and side. (LOAD-BEARING)
GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
o.C. with 1" Type S drywall screws. Base layer 5/8" type X gypsum wallboard or gypsum
'veneer base applied at right angles to channels with 1" Type S drywall ~crew~ 1?" g.!;.
Facllayer &/.' type X gypsum wailboard or gypsum veneer base applied at right angles
to channels with 3/4" daubs of adhesive 12" o.c. vertically and horizontally.
OPPOSITE SIDE: Base layer 8/8" type X gypsum wallboard or gypsum veneer base applied
parallel to studs with 5d coated nails, 15/8" long, 0.086" shank, 18/84" heads, 32" o.C.
Second layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to
studs with 8d coated nails, 23/8" long, 0.113" shank, 9/32" heads, 12" o.c. Face layer 1/4"
regular gypsum wallboard applied parallel to studs with 3/4" daubs of adhesive 12" o.c.
vertically and horizontaily. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side
in stud space.
Joints staggered 16" each layer and side. (LOAD-BEARING)
'1, . GYPSUM WALLBOARD, RESILIENT CHANNELS,
V\ GLASS FIBER INSULATION, WOOD ST~DS
Resilient channels 24" o.c attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
O.c. with 6d coated nails, 17/8" long, 0.086" shank, 1/4" heads. 1/2" x 3" gypsum wallboard
filler strips attached to plate at floor line with 6d nails. One layer 5/8" type X gypsum
wail board or gypsum veneer base applied parallel to channels with 1" Type S drywall
screws 6" o.c. at horizontal joints and 12" o.c. at intermediate channels. 11/2" glass fiber
insulation, 0.8 pet, stapled to studs in stud space.
OPPOSITE SIDE: One layer 5/8" type X gypsum wallboard or gypsum veneer base applied
at right angles to studs with 6d nails 8" o.c.
End joints staggered 48" on opposite sides. Sound tested with 31/2" glass fiber insulation in
stud space. (LOAD-BEARING)
This Space Left Blank
~ ~~~i.,\,t~ '" 'j" '~..::.
Thickness:
Approx. Weight:
Fire Test:
67/8"
12 pst
UL R3660-2, 12-3-68,
UL Design U313
RAL TL69-117, 12-16-68
Sound Test:
Thickness:
Approx. Weight:
Fire Test:
I ..
Sound Test:
63/4"
2 psf
UL R3660-2,' 12.~-68'
UL Design U31~
RAL TL69-286d~~2Q~68
(Rev. 9-4-68) ,
FIRE SIDE
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
55/8"
7 psf
OSU T-3127, 10-4-65
RAL TL77-138, 5-5-77
'::~liY <
,;\,L, ,
{;{f~;.,'
th~: 1
;r~'
":;fk::.~
:[W'i'$
,,'".t,
~"""~~,',~.~..':
, "j1t\~
, d~:~
';'W~
jll.il!..~.'
. '-:~ ,,'3tH'i,t
.~, J,. ,:' ~
t Contact the manufacturer, for more detailed information on proprietary products.
C.l".,.,'.:il~.\
. ", N ,"~-
1('"''\'''
~'
l
<<it"..
-~'
partitions.
Flre'rate~ construction
____~~~~__~__~_ ____..___...._.._..__.___ m'..__ _n__......_
Detail & physical data Description & test no.
~oustlcalJlerfonnance ___
STC Description & test no.
Folder
relerence
Wood Framed Wall Systems - Gypsum Drywall or Veneer Plaster (continued)
Double Stud Chase Walls (load-Bearing) - 2-Hour Rating
SA924
99
T
12Y<
1
~,.,'."
~~,
Wd stud-2 layers~" SHEETROCK brand gypsum panels. FIRECOOE core,
outside. both sldes-~" SHEETROCK brand gypsum panels. FIRECODE core.
inside, both sides-2x4 wd studs 24" o.c.-UL Des U342
Alternate based on W' SHEETROCK brand gypsum panels. FIRECODE C core.
both outside double layer & Inside singie layer-GA WP 3810
N/A
57
100
3'{," glass tiber both walls-TL-73-224
Alternate based on W' SHEETROCK brand gypsum panels. FIRECODE C core.
outSide double layers only-GA WP 3812
N/A
Stag Wd Stud W SHEETROCK brand gypsum panels, FIRECODE
core-2x3 non-load-bearing studs 16" 0.c,-2x3 piates I"
apart-panels nailed r 0.c,-3" THERMAFIBER SAFB one side-joints
fin-perim caulked-est. fire rating based on UL Des U305
--
Stag Wd Stud- X" SHEETROCK brand gypsum panels. FIRECODE
core-2x4 16" o,c, on 2x6 com plate-panels at! with 6d ctd nails r
o,c,-2" THERMAFIBER SAFB one side-perim caulked-joints
lin-est. fire rating based on UL Des U305
Wd Stud-base layer X" SHEETROCK brand gypsum panels-lace layer
W' SHEETROCK brand gypsum panels. FIRECODE core. laminated
to base layer-2x4 wd studs 16" o,c,-GA WP 5510
Double Stud Chase Walls (Non-Load-Bearing) - 2-Hour Rating
. ........ '...',...,';:..",."'.'.A'.',',i.'.,'.,"".".,'..',', ,,'.', ...',.',
:::':':,',:,~'::,'p ~~. - ..'.
V\j
~;1
" "V~'"
:'::",): :-:.::.:,:::::)~.::.';;... .~)~hf+~.
Wd Stud-2 iayers ~" SHEETROCK brand gypsum panels. FIRE CODE
core-2 rows 2x416" o,c, on sep plates I" apart-base layer all With 6d
ctd nails 24" o,c,-face layer all with 8d ctd nails 8" o,c.-slagger vert
joints 16" o,c.-perim caulked-joints fin-GA-WP.3820
Stog Wd Stud-2 layers jl" SHEETROCK brand gypsum panels.
FIRECODE C core-2x4 16" o,c. on 2x6 com plate-base layer alt with 6d
ctd nails 24" o,c,-Iace layer at! with 8d ctd nails 8" o,c.-stagger vert
jomts 16" o,c.-perim caulked-joints fin-GA.WP.3910
57
101
3'1," glass fiber both walls-
based on TL-73-224
",'" ':. ":",,. :, ~i~:
,,', 'Kl'
--
54
102
Double Stud Chase Walls (Non-load-Bearing) - 1-Hour Rating
T"."."=''=.':........'.'
'*1
T~~""~....'C"'.c;2.""'..S"'Cc.T"..c"'-"...~.',.,'.c;:'
6'14' /\ ~L
1 /~.
...;.',.;......:.-::;~~.~~.:.:.::.....:.::~
wl8
T
10"
1
Based on screws or nails 7" o.c,
TL-77-149
SA924
"'~,.".,
---
L__
45
Based on FIRECODE core panels-
TL-69'213
103
SA924
55
Based on 1 W' lHERMAFIBER SAFB
in cavity-G & H BW-32ST
104
N/A
;t
T;
I..,,,,,
wt. 13
, 1~..'::..,..,,',;..:.."".':-.:'~"':'.;,..'"
t _1 ;..:.,j(:,.: :~'..':".'i,'i:'
wI. 13
,iL
::;,:,.',.;,:;':, ",:.:';
51
56
105
58
TL-69.214
Based on 3W thick Insulation in one
cavity-USG. 710120
GA.NGC-3D56
SA924
47
51
SA924
106
TL.69.211
GA.NGC.2377
Wood Framed Wall Systems - Conventional Lath & Plaster
Wood Stud Partition (Load-Bearing) - 1-Hour Rating
N/A
107
r~~
~":""""'''' ~
Wd stud-W' RDCKLATH base. bolh sides. 4" 0.c,-2x4 16" O,C,-
W' 1:2 gypsum-sand plaster-GA WP 3430
Wood Framed Wall Systems - Cement Board
Wood Stud Wall (load-Bearing) - 1-Hour Rating
T
5'14"
..1.
37
40
USG.840404
Based on all, daslgn-USG.840314
SA932
108
~ . . , I . ~ ~ "l . .:.
'. ,
Wd Stud-X' DUROCK cement panel and Yo" ceramic tila-2x4
16" o,c,-3W THERMAFIBER SAFB-board all with I"" DUROCK
screws or 1X' galv nails B" o.c,-joinls taped-all. design jl"
SHEETROCK brand gypsum panels. FIRECODE core, one side-
UL Des U329
wI,15
Double Stud Wall (Load-Bearing) - 2-Hour Rating
50
SA.840523
SA932 J09
,i!;,::;< ~:~ J. ~ ~;',;'
T
1
wI. 18
, :"~I,., '
.. 'I,d _I' .
'. .',. I'" 'I""'" .
~ 1', 1" I ~"..., ~~
",' '" .111' ,'1
Plumbing Chase Wall-X" DUROCK cament panel and Yo"
ceramic tila-2 rows 2x4 16" o.c, on 2x8 com plate-3W'
THERMAFIBER SAFB both cavities-board alt with 1 W' DUROCK
screws or 1 X' galv. nails 8" o,c,-joints taped-Ioad.bearlng up to 50%
allowabl. design load-WHI-495.0505 & 0508
,.36
NATIONAL GYPSUM TECH SUC.
800 628 4662 P.02/03
[0 provide adequate holding power.
Nail penetration Into the framing
member should be 74 In. for smooth
shank nails, but only :Y4 in. for annular
ringed nails which provide more
withdrawal resistance, For fire rated
assemblies. greater penetration Is re-
quired; generally 1 Va In. to 1 V4 In. for
one hour assemblies.
~~~~=~~
~ CUPPED HEAD - ;:;;.,.
()-l...l'~~,) .~
COOLER
~_. -~
COLOR PIN
(FB~~' ~'AIL ~
Fig. 23 Nails used In drywall construction have
thin, 1/4 in. diameter heads (some cupped).
Small-headed nails shown are colored for use
with predecorated wallboard. These are used
according to instructions of ,the manufac-
turers.
Screws
Dl)'INall screws are used to attach
gypsum board to steel framing or to
other gypsum boards. They have a
Phillips head designed for use with a
drywall power screwdriver. These
screws pull the board tightly to the
supports without damaging the
board. and minimize fastener and
surface defects due to loose boards.
The specially contoured head when
properly driven makes a uniform
depression free of ragged edges.
Correct setting of the nosepiece on
the power screwdriver permits cor-
rect countersinking of the drywall
screwhead for proper fastener con-
cealment with joint compound (see
page 25),
The three basic types of drywall
screws, Type W for wood, Type $ for
light gage steel studs. and Type G for
solid gypsum construction. are
shown In Figure 24. Also shown are
Type $-12 screws for attaching
wallboard to heavier gage steel fram-
ing.
Type W gypsum drywall screws
are designed for fastening gypsum
board to wood framing or furring.
Diamond-shaped points on Type W
screws provide efficient drilling ac-
tion through both gypsum and wood,
and a specially designed thread
gives quick penetration and In-
creased holding power. Recom-
mended minimum penetration into
supporting construction is f(s In.
However. In two-ply construction
where the face layer Is screw at-
tached. additional holding power is
developed in the base ply which per-
mits reduced penetration into sup-
ports to t/2 In. Type S screws may be
substituted for Type W.
i~Wtot~~,~
Type S
~~
Type S (Pen head)
'~\:~~~tro:w~
Type 8-12
~
Type 8-12 (Pan head)
t'\\'\U\\\..:~3; tt=>
Type G
;~~~'\".'\.~
Type W
Fig. 24 Type S screws should penetrate steel
framing at least 3/8 in. Type G screws should
penetrate at least 1/2 in. into supporting layers
of gypsum board to hold tightly, and Type W
screws should penetrate at least 5/8 in. Into
wood framing under gypsum board.
Type S gypsum drywall screws are
designed for fastening gypsum
board to steel studs or furring. They
are self-drilling, have a self-tapping
threau and generally a mill-slot or
hardened drill point designed to
penetrate metal with little pressure.
(Easy penetration is important be-
cause steel studs often are flexible
and tend to bend away from the
screws.)
Type G gypsum drywaJ/ screws
are used for fastening gypsum board
to gypsum backing boards. Type G
are similar to Type W screws. but they
have a deeper special thread design.
They are generally 1 V2 In. long, but
other lengths are avaUable. Type G
gypsum drywall screws require
penetration of at least 'V2 In. of the
threaded portion Into the supporting
board.
Type G drywall screws should not
be used to attach wallboard to 3Is In.
backing board because sufficient
holding strength is not available,
Nails or longer screws should be
driven through both the surface layer
and the 3Is in. base ply to give the
proper penetration In supporting
wood or steel framing members.
Staples
Staples are recommended only for
attaching base ply to wood members
in multi-ply construction. They
should be 16 gage. flattened. gal-
vanized wire with a minimum 7/16 in.
wide crown and spreading points.
Staples should provide a minimum of
$"a In. penetration Into supports.
Adhesives
Adhesives may be used to bond
single layers of gypsum board direct-
ly to framing, furring, masonry, or
concrete. They can also be used to
laminate gypsum board to base
layers of backing board, sound
deadening board, rigid foam, or
other rigid insulation boards. The
recommendations of the adhesive
manufacturer should be followed.
They must be used in combination
with nails, staples (in mobile homes)
or screws which provide supplemen-
tal support. Adhesives for applying
wallboard finishes are classed:
1, stud adhesives
2. laminating adhesives:
a.joint compound adhesives
b.drywall contact and modified
contact adhesives
Stud adhesives are specially
prepared to adhere single-ply
wallboard to steel or wood supports
and are used with adhesive nail-on
13
THROUGH.PENETRATION FIRESTOp. SYSTEMS (XHEZ)
2004 FIRE RESISTANCE DIRECTORY
2650 THROUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)
System No. F-C-2244
F Rating- 1 Hr
T Rating - 3/4 Hr
L Rating At Ambient - Less Than 1 CFMlSq Ft
L Rating At 400 F - Less Than 1 CFMlSq Ft
1B
1. Floor Assembly - The 1 hr fire rated wood truss or combffiation
wood and steel truss flopr-ceilfug assembly shall be <:l?nstructed of the
materials and in the ma!lI1er described in the individual 1500 Series
Floor-Ceiling design in the UL Fire'Resistance Directory and shall
include the followmg constnlction features. -'
A. Flooring System - Lumber or plywood subflpor with finish
floor of lumber, plywood or Flo9r Topping Mix,ture" ,as specified
in the individual Floor-Ceiling design. Diam 'Of opening shall be 1
, in. larger than the nom diam of nonmetallic pipe(ltems 3 and 4).
a. J9ists- Nom lOin. deep:(ofd~per) lumber, steel or combina-
, tion lumber and steel joists, trusses or Structural Wood Mem-
bers" with bridgffig as required and with ends firestopped.
C. Gypsum Board" - Thickrless( type, rumber of lay.ers qp,.d fasten-
, ' ers shall be as specifiep.iri,theindividull.1 Floor-Ceiling design.
2. Chase Wall- The thtou~,p~e~al1t (Item 3) ~pall be routed through
a 1 hr fire-rated single, double orsfaggl)red wpod stud/gypsum board
chase 'wall. constructed of themat~ia1S iuld in the manner specified in
the indiVidual U300 Series Wall andllartition' 'design in the UL .Fire
Resistance Directory and shall include the following construction fea-
tures:' ,;',' , ' '
A. Studs - Nom 2 by 6 in.. or double nom 2 oy 4 in. lumber studs.
B. SolePlate - Nom2 ;by 6 in. 'or parallel2 by 4 in. lumber plates,
nghtlybutted, . Diam of opening Shall be 1 in: larger than nom
diam of nonmetallic pipe (Itetn:-3). ., .
j.c. Top.Plate'- The d6Ub1e. top,-plate shall consist 'Of two nom 2 by
, 6 in. or ~o sets of F3!al1el 2 by 4~. lumber plates, tight~y
butt, ~,'.' Di.~. ' ?f o.'perun. ,g '.sh<iJJ...." . bel m. largerfu. an nom.diam of
nOOl)1et!lllic pipe (ItemS).. , . , '
, D. GypS1,lm Board" - Thieknes,s, type, number of layers: aI)d fasten-
ersshall be as specified..in4uiiv;idual Wall and Partition design.
3. Through-Penetrant - . One nimm~tal).kpipe . to. be ,installed within the
_ '.' opening, Pipe t,o be rigidlysupPQ.rlect;ljlPboth side,~ of f\oor-c~iling
, assembly. The 'annular space oetween pipe and periphery of opening
shall be min 0 in, (point contact)!;o,n;taX 1/2 in. The:following types
and sizes of nonmetallic pifes may .be. used: ' .. ' '.
A. PolyVinyl Chloride (PVC) Pipe -:- Nom 4 in. diam (or smaller)
Schedule 40 solid or cellular core PVC pipe for use.in closed
(process or supply) or vented (drain,. waste or vent) piping sys-
tem. '. " ,,'
B. Chlorinated polyvinyl Ctlloride (CPVC) Pipe - Nom 4 in.
diam (or smaller) SDR 13.5 CPVC'pipe for use in closed (process
or supply) piping systems. .: '."
C. Acrylomtrile Butadiene Styrene (ABS) Pipe - Nom 4 in. diam
(or smaller) Schedule 40 solid or cellular core ABS ,pipe for use in
closed (process or supply) or vented (drain, waste or vent) piping
} system. , . ' .'
4. (Branchl'iping - (Optional).-;- One nonmetallic/pipe to be connected
c,to throl1gh p~netrant (Item 3) and 4lstaI).ed within opening.in subfloor
or gypsum bO,ard plate, The, annular !!pace between pipe and peJ:iphery
of opening shall be min 0 in.' (point epntact) to max,1/2 in"The follow-
ing types and sizes 'of nonmetallic piPes may be usijd: , ; .' .
A.'polyvinyl Chloride (PVC) Pipe:- Nom 3 in. diam (or smaller)
Schedule 40 solid or cellular core PVC pipe for use in closed
(process or supply) or vented (drain, waste or vent) piping sys-
tem.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in.
diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process
or supply) piping systems.
C. Acrylomtrile Butadiene Styrene (ABS) Pipe - Nom 3 in. diam
(or smaller) Schedule 40 solid or cellular core ABS pipe for use in
closed (process or supply) or vented ,(drain, waste or vent) piping
system.
4A. P-Trap _ (Optional, not shown) - Nom 2 in. diam (or smaller) non-
metallic p-trap for use in connection with branch pipe. P-trap to be of
same type of nonmetallic pipe used for branch piping.
5. Fill, Void or Cavity Materials" - Sealant- Min 3/4 in. thickness of
sealant applied within annular space around perimeter of through pen-
etrant (Item 3), flush with top surface of floor or sole plate and flush
with bottom surface of top plate. Min 3/4 in. thickness of sealant
applied within annular space around perimeter of branch piping (Item
4), flush with top surface of floor. Min 1/2 diam bead applied at the
pipe/floor or sole plate interface and the pipe/top plate interface at
point contact locations.
BDA CORP-FireLock 58141-1
'Bearing the UL Classification Mark
System No. F-C-2245
F Rating - 1 Hr
T Rating - 1 Hr
IB
SECTlO~, A-A.
1. Floor Assembly - The 1 hr fire rated wood truss or combination
wood and steel truss floor-ceiling assembly shall be constructed of the
'materials and in the manner,described in the individual L500 series
Floor-Ceiling design in the UL Fire Resistance Directory and shall
include the following construction features:
A. Hooring System - Lumber or plywood subfloor with finish
floor of lumber, plywood or Floor Topping Mixture" as specified
in the individual Floor-Ceiling design. Max diam of opening is
1-1/2 in.
B. Joists -Nom 10 in. deep (or deeper) lUmber, steel or combina-
tion lumber and steel joists, trusses or Structural Wood Mem-
bers" with bridging as required arid with ends firestoppe&
C. Gypsum Board" - Thickness, type, number of layers and fasten-
ers shall be as specifiedin;the individual Floor-Ceiling design.
2, Chase Wall- The throughpenetrant(Item 3) shall be routed through
a 1 hr fire-rated single, double'or staggered wood stud/gypsum board
chase wall constructed of the materials and in the manner specified in
the indivifi'Ual moo series Wall and Partition design in the UL Fire
Resistance Directory and shall include the following construction fea-
tures:
A. Studs- Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs.
B. Sole Plate - Nom 2 by 6 in. or. parallel 2 by 4 in., lumber plates,
tightly butted. Max diam of opening is 1-1/2 in.
e. Top.,Plate-;-The,doubletop plate shflll consist of,nyo nom 2 by
6 in. OJ7twO sets of parallel 2 by 4 in. lumber plates, tightly
butted. Max diam of opening is 1-1 /2 in.
D. Gypsum Board" -Thickness; type, number of layers and fasten-
ers:shall'be as specified in individual Wall and Partition design.
3, Through-penetrant-Onenom 1 in. diam (or smaller) crosslinked
polyethylene (PEX) SDR 9 tube for use in closed (process or supply) or
vehted(drain, waste or vent) piping systems.Pex tube to be centered
within opening with anom annular space betWeen tube and periphery
of opeiling 00/8 in. Tube to be rigidly supported Qn both sides of
flobr~ceilingassembly.': :
4. Fill, Void or Cavity Materials" - Sealant - Min 3/4 in. th),ckness of
sealant applied within annular space, flush with top surface of floor or
spl~ plate; MiP. 3/4 in: ~Nckness: of sealant applied within annular
sRace flusp with, bottom surface of top plate. '
, BDA CORP -,FireLock S8141-1
"Bearing the UL Classification Mark
LOO~ 'FOR THE'lIL MARK ON-PRODUCT
2004 FIRE RESISTANCE DIRECTORY
---
THROUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)
System No. F-C-2246
F Rating -1 Hr
T Rating - 1 Hr
L Rating at Ambient - Less than 1 CFM/Sq Ft
L Rating at 400 F - 5 CFM/Sq Ft
~
lis!
SECTlON A-A
1. Floor Assembly - The 1 hr fire rated wood truss or~combination
wood and steel truss floor-ceiling assembly shall be constrlicted of the
materials and in the manner described in the individual LSOO series
Floor-Ceiling design in the UL Fire Resistance Directory and shall
include the following construction features .
A. Flooring System - Lumber or plywood sub floor with finish
floor of lumber, plywood or Floor Topping Mixture' as specified
in the individual Floor-Ceiling design. Max diam of opening is 5
in.
E. Joists - Nom 10 in. deep (or deeper) lumber, steel or combina-
tion lumber and steel joists, trusses or Structural Wood Mem-
bers' with bridging as required and with ends firestopped.
C. Gypsum Board' - Thickness, type, number of layers and fasten-
ers shall be as specified in the individual Floor-Ceiling design.
Max diam of opening is 5 in.
2. Through Penetrant - - One nonmetallic pipe or conduit to be
installed either concentrically or eccentrically within the firestop sys-
tem. Annular spaces between penetrant and edge of opening to be min
1/8 in. and max 3/8 in. Penetrant to be rigidly supported on both sides
of floor-ceiling assembly. The following types and sizes of nonmetallic
pipes or conduits may be used:
A. Polyvinyl Chloride (PVC) Pipe - Nom 4 in. diam (or smaller)
Schedule 40 solid core or cellular core PVC pipe for use in closed
(process or supply) or vented (drain, waste or vent) piping sys-
tems.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 4 in.
. diam (or smaller) SDR17 CPVC pipe for use in closed (process or
supply) or vented (drain, waste or vent) piping systems or nom 4
in. diam (or smaller) SDR13.5 CPVC pipe for use in closed (pro-
cess or supply).
C. Rigid Nonmetallic Conduit+ - Nom 4 in. dialIl (or smaller)
Schedule 40 pve conduit installed in accordance with Article 347
, of the National El~ctrical Code (NFPA No. 70). .
. D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 4 in. diam
(or smaller) Schedule 40 solid core or cellular core ABS pipe for
, use in closed (process or supply) or vented (drain, waste or vent)
, , " pipjng systems. ' .
3. .F.uestop System - The .firestop ilyst~ shall consist of the following:
A. Firestop Device. Collar -' Collar to be installed in accordance
with the accompanying installation instructions. Collar to be
installed and latched around pipe and' butted tightly to bottom
side of gypsum boardceiJing and secured with min 3/16 in.
diam steel toggle bolts in conjunction with min 1-1/4 in. diam
steel washers. Min of tWo, three or four fasteners, symmetrically
located, are required fornom1-l/2 and 2 in. diam, nom 3 in.
diam and nom 4 in. diam pipes, respectively. . '
. BDA CORP-FireLock PMC-1, PMC-2, PMC3and PMC-4
B. Fill, Void or' Cavity Material' - Sealant - Min, 3(4 in. thickness
of s~alant applied within annular space, flush with top surface of
floor. . '
'. BDA CORP-FireLock 58141-1
'j3eaJing the UL Classification Mark
--
THROUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)
System No. F-C-2247
F Rating - 1 Hr
T Rating - 1 Hr
L Rating at Ambient - Less than 1 CFMlSq Ft
L Rating at 400 F - 5 CFM/Sq Ft
2651
-@
1C
SECTION A-A
1. Floor Assembly - The 1 hr fire rated wood truss or combination
wood and steel truss floor-ceiling assembly shall be constructed of ~he
materials and in the manner described in the individual LSOO series
Floor-Ceiling design in the UL Fire Resistance Directory and shall
include the following construction features
A. Flooring System - Lumber or plywood sub floor with finish
floor of lumber, plywood or Floor Topping Mixture' as specified
in the individual Floor-Ceiling design. Max diam of opening is
4-1/2 in. ,
B. Joists-::- Nom 10 in. deep (or deeper) lumber, steel or combina-
tion lumber and steel joists, ~sses or Structural Wood Mem-
bers' with bridging as required and with ends firestopped.
C. Gypsum Board' - Thickness, type, number of layers and fasten-
ers shall be as specified in the individual Floor-Ceiling design.
2. Chase Wall-:- The through penetrants (Item 3) shall be routed through
a 1 hr fire-rated single, double or staggeJ;ed wood stud/gypsum board
chase wall constructed of the materials'ilnP- in the manner specified in
the individual U300 series Wall and Part;ition design in the UL Fire
Resistance Directory and shall include the following construction fea-
tures:
A. Studs -, Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs.
B. Sole Plate-
_ Nom 2 by 6 in. or parallel 2 'by 4Jin. lumber plates, tightly butted.
Max diam of opening is 4-1/2 in.Nom 2 by 6 in. or parallel 2 by 4 in.
lumber plates, tightly butted. Max diam of opening is 4-1/2 in.
C. Top Plate - The double top plate'shall consist of two nom 2 by
6 in. or two sets of parallel 2bX 4 in.lurrlber plates, tightly
butted. Max diam of opening'is 4-1/2 in.
D. Gypsum Board' - Thickness; type, number of layers and fasten-
ers shaH be as specified in individual Wall and Partition design.
3. Through Penetrant - Multiple nonmetallic pipes for ~se in closed
(process or supply) or vented (drain, waste or vent) 'piping systems.
Aggregate cross-sectional area'of pipes in gpeiling,to be max 29 percent
of the aggregate cross-sectional area9fthe openirig.Annular spa,ce
between pipes and edge of opening shall bemin 1/2 in. to mal> 1-1/4
in. Separation betw'een pipes shall be min V8 in. Pipes to be, rigidly
supported \In both'sides of flooi-ceilil'lg assembly. T,he follQ'Ying types
of pipes may be used: .", ,
A. Polyethylene/AlumiIl-umIPolyE!thylene Composite J?~.essu,.e Pipe
(fE-AL-PE)- Nom 3/4 in. difl~(or smaller) PE-At-PE pipe.
B. Crosslinked Polyethylene/AluminumlCrossHnked Polyethylene
Composite Pressure Pipe (PEX-AL-PEX) - ,Nom 3/4 in.diam
(or smaller)PEX-AL-PEXpipe,. :,'
4. Fill, Void or Cavity Materials' - Sealant - Min 3/4 in. thickness of
sealant applied within annular space, flush with top surface offlOdr or
sole plate. Min 3/4 in. thickness of sealant applied within annulat
space flush with bottom surface of lower top plate.."
BDA CORP -'-FireLock 58141-1 '
'Bearmg the UL Classification Mark
lOOK FOR THE UL MARK ON PRODUCT
2004 FIRE RESISTANCE DIRECTORY
THROUGH-PENETRATION FIRESTOPSYSTEMS (XHEZ)
--
2 Through Penetrant - The following types of through penetrants shall
be used:
A. Cross-Linked Polyethylene Tubing - A max of three SDR 9 (or
heavier) cross-linked polyethylene (PEX) tubing for use ill closed
(process or supply) piping systems. Of the three tubes, a max of
one shall have a nom diam greater than 3/4 in. The annular
space between the tubing and the periphery of the opening shall
be a min 3/16 in. and a max of 1 in. The space between the tub-
ing shall be aminO in. (point contact) to a max 1/4 in. Tubing to
be rigidly supported on both sides of the floor-ceiling assembly.
B. Aluminum Cross-Linked Polyethylene Tubing - A max of
three nominal 3/4 in. diameter SDR 9 (or heavier) aluminum
cross-linked polyethylene ( AL PEX) tubing for use in closed (pro-
cess or supply) piping systems. The annular space between the
tubing and the periphery of the opening shall be a min 1/8 in.
and a max of 1 in. The space between the tubing shall be a min 0
in. (point contact) to a max 1/4 in. Tubing to be rigidly sup-
portedonboth sides of the floor-ceiling assembly.
The hourly F and T Ratings of the firestop system are depen-
dent upon the hourly rating of the floor-ceiling assembly in
which it is installed, type of through penetrant and type of fill
material as shown in Item 3.
3. Fill, Void or Cavity Material' - Sealant - . Min 3/4 'in. thickness of
fill material applied flush with annulus on top surface of floor or sole
plate. Min 1/2 in thickness of fill material applied flush with annulus
on bottom surface of ceiling or on bottom surface of lower top plate of
chase wall assembly. Additional fill material forced within the group of
tubing to max extent possible on the top surface of floor or sole plate
and bottom surface of ceiling or on bottom surface of lower plate of
chase wall assembly.
The hourly F and T Ratings of the firestop system are dependent
upon the hourly rating of the floor-ceiling assembly in which it is
installed, type of through penetrant and type of fill material as
shown in the table below:
Rating of 'I}'pe of 1YPe of F T
Assembly. Through Fill Rating, Rating,
Hr Penetrant Malerial Hr Hr
1 PEX FS 900+ 1 1
1 AL PEX FS 900+ 1 1
2 AL PEX FS900+ 2 2
1 PEX FS 1900 1 1
2 PEX FS 1900 2 2
W R GRACE & CO - CONN
CONSTRUCTION PRODUCTS DIV -FS1900 or FS 900+ Seal-
ant
'Bearing the UL Classification Mark
System No. F-C-2222
F Rating - 1 Hr
T Rating - 1 Hr
1. Floor-Ceiling Assembly - The 1 hr fire-rated soIidor trussed lumber
joist floor-ceiling assembly shall be constructed of the materials and in
the manner specified in individual 1500 Series Floor-Ceiling Designs in
. the ULFire Resistance Directory, as summarized below:
A. Flooring System - Lumber or. plywood subfloor with finish
floor of lumber, rlywood or Floor Topping Mixture' as specified
in the individua Floor-Ceiling Design. Rectangular 'cutout in
flooring to accommodate the bathtub drain piping (Item 2) to be
max 8 by 12 in.
B. Wood Joists - Nom 2 by 10 in. lumber joists spaced 16 in. DC
with nom 1 by 3 in. lumber bridging and with ends firestopped.
As an alternate to lumber joists; nom 10 in. deep (or deeper) lum-
ber, steel or combination lumber and steel joists, trusses or Struc-
-
THROUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)
2639
tural Wood Members' with bridgiilg as required with ends fir-
estopped.
C. Furring Channels - (Not Shown) ~ Resilient galv steel furring
installed perpendicular to wood joists (Item 1 B) between gypsum
board (Item ID) and wood joists as required in the individuoH---
Floor Ceiling Design.
D. Gypsum Board' ~ Nom 4 ft wide by 5/8 in. thick as specified-
in the individual Floor-Ceiling Design. Wallboard secured to
wood joists as specified in the individual Floor-Ceiling Design.
One piece of gypsum board, min 4 in. longer and wider than the
cutout in the flooring, screw-attached to bottom of flooring con-
centric with cutout by means of 1 in. long Type S steel screws
spaced max 5 in. DC. Diam of opening hole-sawed through the
gypsum board patch to be 1 in. larger than outside diam of bath-
tub drain piping (Item 2).
2. Drain Piring - Nom 1-1/2 in. diam Schedule 40 solid or cellular core
polyviny chloride (PVe) or acrylonitrile butadiene styrene (ABS) pipe
and drain fittings cemented together and provided With 'PVC bathtub
waste/ overflow fitting. Pipe to be installed either concentrically or
eccentrically within the firestop system. The annular space within,the
firestop system shall be a min 3/8 in. to a max 5/8 in. . ~-'
3. Fill, Void or Cavity Material' - Sealant - Min 5/8 in. thickness of
fill material to be applied within annulus between the tee of the drain
fitting and gypsum board patch on the top surface of the floor. An
additional 1/4 in. crown of fill material shall be applied around tee of
drain fitting on top surface of the gypsum board patch.
EGS NELSON FIRESTOP -=-ES1399 Sealant
'Bearing the UL Classification Mark
System No. F-C-2223
F Rating - 1 Hr
, T Rating -..,. 3/4 Hr
2A
1. Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed lumber
joist floor-ceiling assembly shall be constructed of the materials and in
the manner specified in individual L500 Series Floor-Ceiling Designs in
the UL Fire Resistance Directory, as summarized below:
A. Flooring System - Lumber or plywood subfloor with finish
floor of lumber, rlywood or Floor Topping Mixture' as specified
in the individua Floor-Ceiling Design. Max diam of floor open-
ing is 5 in.
B. Wood Joists - Nom 2 by 10 in. lumber joists spaced 16 in. DC
with nom 1 by 3 in. lumber bridging and with ends firestopped.
As an alternate to lumber joists, nom 10 in. deep (or deeper) lum-
ber, steel or combination ll.lmber and steel joists, trusses or Struc-
tural Wood Members' with bridging as required with ends fir-
estopped. '
C. Furring Channels - (Not Shown) - Resilient galv steel furring
installed perpendicular to wood joists (Item 1 B) between gypsum
board (Item 10) and wood joists as required in the individual
Floor Ceiling Design. '
D. Gypsum Board' - Nom 4 ft wide by 5/8 in. thick as specified
in the individual Floor-Ceiling Design. Gypsum board secured to
wood joists as specified in the individual Floor-Ceiling Design.
2. Chase Wall- The through penetrant shall be routed (Item 3) through
a Ihrfire-rated single, double or staggered wood stud/gypsum board
chase wall constructed of the materials and in the manner specified in
individual U300 Series Wall and Partition Designs in the UL Fire Resis-
tance Directory and shall have the following construction details:
A. Studs - Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs.
B. Sole Plate - Nom 2 by6 in. or parallel 2 by 4 in. lumber plates,
tightly butted. Max diam of opening is 5 in;
C. Top Plate - The double top plate shall consist of two nom 2 by
6 in. or two sets of parallel 2 by 4 in. lumber plates, tightly
butted. Max diam of opening is 5 in.
D. Gypsum Board' - Thickness, type, number of layers and fasten-
LOOK FOR THE UL MARK ON PRODUCT
2004 FIRE RESISTANCE DIRECTORY
2640
THROUGH-PENETRATION FIRESTOP SYSTEMS,(XHEZ)
ers shall be as specified in individual Wall and Partitian Design.
3. Thraugh Penetrants - One nanmetallic pipe ta be installed either can-
centrically .or eccentrically within the fires tap system. Diam .of .opening
hale-sawed thraugh flaaring (Item lB) and, thraugh bath tap plates
(Item 2C) to be max 1/2 in. larger than the. outside diam of pipe. The
annular space within the firestop system shall be a min 0 in. (point
cantact) ta a max 1/2 in. The pipe may be installed with cantinuaus
point contact. Pipe to be rigidly supparted an bath sides of floor-ceiling
assembly. The following types nonmetallic pipes may be used:
A. Palyvinyl Chlaride (PVC) Pipe - Nam 4 in. diam Schedule 40
cellular or solid core PVC pipe for use in closed (process .or sup-
ply) .or vented (drain, waste, or vent) piping systems.
B. Acrylanitrile Butadiene Styrene (ABS) Pipe - Nam 4 in. diam
Schedule 40 cellular or salid care ABS pipe for use in clased (pro-
cess or supply) .or vented (drain, waste.or vent) piping systems.
3A. Sanitary Tee - (Optianal) - The vertical pipe (Item 3) may be pro-
vided with a Schedule 40 PVC or ABS sanitary tee abave the tap plate
.of the chase wall far cannectian .of a nam 2 in. diam (or smaller) Sched-
ule 40 solid or cellular care PVC or ABS drain pipe, respectively. Drain
pipe t.o run horizantally through the concealed space above the ceiling
and penetrate the flooring. Diam .of the circular .opening in the flaoring
shall be a max 5/8 in. larger than the diam .of the pipe such that a min
o in. (paint cantact) ta a max 5/8 in. annular space is present between
the pipe and the periphery of the opening. The pipe may be installed
with cantinuaus paint cantact.
4. Fill, Vaid .or CaVIty Material* - Sealant_ Min 3/4 in. thickness of
fill material applied within annulus, flush with top surface .of floor. Min
5/8 in. thickness .of fill material applied within annulus, flush with bat-
tam surface .of lawer tap plate of chase wall assembly. Additianal fill
material to be installed such that a min 3/8 in. bead is formed around
the through penetrant an the top ,sl1J:face .of floar and battam surface .of
lawer tap plate of chase'wall. When the aptianal sanitary tee is used,
min 3/4 in. thickness of fill material applied within annulus between
drain pipe and flooring, an top surface of flaor. Additianal fill material
to be installed such that a min 3/8 in. crown is farmed around the
drain pipe on the top surface of floor. If the through penetrant is
installed with cantinuous paint contact, a min Y.1 in. thick bead .of fill
material shall be applied around .outer circumference .of thraugh pen-
etrant .on top surface .of flaar and batt.om surface .of lawer top plate.
EGS NELSON FIRESTOP -ES1399 Sealant
'Bearing the UL Classificati.on Mark
System No. F-C-2224
F Rating- 1 Hr
T Rating-l Hr
~
LA
1. Floor-Ceiling Assembly - The 1 hr fire-rated salid .or trussed lumber
,jaist flaor-ceiling assembly shall be canstructed .of the materials and in
the manner specified in individual LSOO Series Flaar-Ceiling Designs in
the UL Fire Resistance Direct.ory, as summarized bel.ow:
A. Flooring System - Lumber .or plyw.oad subflaar with finish
flaar .of lumber, plywaad .or Floor Topping Mixture* as specified
in the individual Flaar-Ceiling Design. Max diam .of flaar .open-
ing is 3-1/8 in.
B. Wood Joists _ Nam 2 by 10 in. lumber jaists spaced 16 in. OC
with nom 1 by 3 in. lumber bridging and with ends firestapped.
As an alternate to lumber jaists, nom 10 in. deep (or deeper) lum-
ber, steel .or c.ombinati.on lumber and steel joists, trusses .or Struc-
tural Wood Members* with bridging as required with ends fir-
estapped.
e. Furring Channels - (Nat Shawn) - Resilient galv steel furring
installed perpendicular ta waad jaists (Item 1B) between wall-
baard (Item 10) and wa.od jaists as required in the individual
Fl.oar-Ceiling Design.
D. Gypsum Board* - N.om 4 ft wide by 5/8 in. thick as specified
in the individual Flaar-Ceiling Design. Gypsum baardsecured t.o
THijOUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)
waad jaistsar furring channels as specified in the individual'
Flaar-Ceiling Design.
2. Chase Wall- The thraugh penetrant (Item 3) shall be routed through
a 1 hr fire-rated single, double .or staggered waad stud/gypsum bOard
chase wall canstructed of the materials and in the manner specified in
individual U300 Series Wall and Partition Designs in the UL Fire Resis-
tance Directary and shall have the fallawing canstruction details.
A. Studs...,... Nam 2 by 6 in; or double nam 2 by 4,in. lumber studs.
B. Sole Plate - Nam 2 by 6 in. .or parallel 2 by:4 in. lumber plates,
tightly butted. Max diam .of .opening is 3-1/8 in.
e. Top Plate - The dauble top plate. shall consist ,.of two nam 2 by
6 in. .or twa sets .of parallel 2by 4 in. lumber plates tightly
butted. Max diam.af .opening is 3.1/8 in,
D. Gypsum'Board*- Thickness, type, number of layers and fasten-
ers shall be as specified in individual Wall and PartitIon Design.
3. Through Penetrants 7'" One nanmetallic pipe or conduit t.o be installed
approximately midway between waad jaists and installed either con-
centrically or eccentrically within the fires tap system~ Diam of .openings
hale-sawed thraugh fl.ooring system and thr, ougl} ta..p plates of chase
wall assembly tQ qe nom 3/4 in. larger than theoutsip.e diam .of
through penet,nint. The annular space within the'firestop system shall
be a min1/4 in. ta max 1/2 in. Pipe .or canduit tabe rigidly supparted
on bath sides of the flaar-ceiling assembly. The follawing types and
sizes .of nonmetallic pipes or canduits may be used:
A. Palyvinyl Chlarlde (PVC) Pipe - Nam 2 in. diam (.or smaller)
Schedule 40 cellular .or salid care PVC pipe far use in clased
(process or supply) .or vented (drain, waste .or vent) piping sys-
tems.
B. Rigid Nanmetallic Conduit+ - Nam 2 in. diam (or smaller)
Schedule 40 PVC conduit installed in accordance with Article 347
.of the Natianal Electrical Cade (NFPA N.o. 70).
C Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in.
diam (.or smaller) SDR135 CPVC pipe far use in clased (process
.or supply) or vented (dram, waste .or vent) piping systems.
4. Fill, Void .or Cavity Material* - Sealant - Min 3/4 in. thickness .of
fill material applied within annulus on top surface .of floor. Min 3/4 in,
thidmess .of fill material applied within annulus on battam surface of
l.ower tap plate .of chase wall assembly. Additi.onal fill material to be
installed such that a min 3/8 in. crown is farmed around the penetrat-
ing item .on the tap surface .of flaor and b.ott.om surface of lower plate
of chase wall assembly.
EGS NELSON FIRESTOP -ES1399 Sealant
+Bearing the UL Listing Mark
*Bearing the UL Classification Mark
System No. F-C-2225
F Rating - 1 Hr
T Rating - 1 Hr
)€:
SEC('[ON A-A
1. Floor-Ceiling Assembly - The 1 hr fire-rated salid .or trussed lumber
jaist flaar-ceiling assembly shall be canstructed of the materials and in
the manner specified in individual LSOO Series Flaar-Ceiling Designs in
the UL Fire Resistance Directary, as summarized below:
A. Floaring System - Lumber .or plyw.oad subflci.or with finish
flaar .of lumber, r1yw.o.od .or Floor Topping Mixture* as specified
in the individua Flaar-Ceiling Design. Max diarn .of flaar .open-
ing is 4 in.
B. Wood Jaists - N.om 2 by 10 in. lumber jaists spaced 16 in. OC
with nom 1 by 3 in. lumber bridging and with ends firestopped.
As an alternate ta lumber j.oists, nam 10 in. deep (.or deeper) lum-
ber, steel .or c.ombinatian lumber and steel joists, trusses or Struc-
tural W.oad Members' with bridging as required with ends fir-
esta1?ped.
e. Fumng Channels - (Nat Shawn) - Resilient galv steel furring
installed perpendicular ta waad joists (Item 1B) between gypsum
baard (Item 1D) and waad jaists as required in the individual
Fla.or Ceiling Design.
D. Gypsum Board* - Nam 4 ft wide by 5/8 in. thick as specified
in the individual Flaor-Ceiling Design. Gypsum board secured ta
LOOK FOR THE UL MARK ON PRODUCT
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System No. F-C-2026
F Rating-1 Hr
T Rating-l Hr
/'
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,,'."'-\'1,) I.g) 8.--1 '''-'~= .:::-.---_.
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'-. .0:" '-,_ \ ./ '-"" ......... .J'._"
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b.~ tt#"'l"7 \.. r~ I .,...> ....1"- ::../
\ ..' ~..-' ... _." ":r'~ I ::3BI ~\ '--~/~" ,
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1. Floof-teiUng Assembly-The fire-rated solid or trussed lumber joist
Floor-Ceiling assembly shall be constructed of the materials and in the
manner specified ;n the IndividuallSOO Series Roor-Ceiling Designs in
the UL Fire Resistance Directory and shalt include the following
construction features:
A. Joists-Nom 10 in_ deep (or deeper) lumber. steel or combination
lumber and steel joists. trusses or Structural Wood Members. with
bridging as requlred and with ends firestopped.
B. Flooring SY$tem-Lumber or plywood $ubRoor with finish fl.oor of
Lumber. plywood or Floor Topping Mixture" as specifie~ in the
individual F\oor-t:e.iUng Design. Rectangular cutout in ftooring to
<lccommodate the bathtub drain piping (Item 2) to be mllX 8 by 1l in.
C. Furring Channels-Rigid or resilient ga~v steel furring channels
installed perpendicular to joists.
o. Wallboard. Gypsum"-Nom 4 ft wide by 5/8 in. thick, Watlboard
screw-attached to furring channels as specified in the individuat
floor-Ceiling Design. Two pieces of gypsum wallboard. each min 4 In.
longer and wider than the cutout in the flooring, screw-attached to
bottom of fl.ooring concentric with cutout. O1am of opening hole-sawed
through both layers of the gypsum wallboard patch to be 1/2 to 5/8
in. larger than outside diam of bathtub drain piping (Item 2).
2,. Drain Piping-Nom 1-1/2. in. diam Schedule 40 PVC pipe and drair.
fittings cemented together and provided with PVC bathtub waste/overftow
fitting.
3. Firestop System-The detai1.s of the firestop system shall be as follows:
,A. Fill, Void or Cavity Materials--Wrap Strip-Nom 1/4 in, th~ck
intumescent elastomeric O1ateriat faced on one side with aluminum
foiL supplied in 2 in. wide strips. Nom 2 in. wide strip tightly-wrapped
around PVC drain piping (foil side exposed), secured with two ste<:.
wire ties. and slid tnto hole-sawed opening in gypsum wallboard patch
(Item 10). Bottom edge of wrap strip to project approx 1/2. tn. below
bottom surface of gypsum wallboard patch.
Minnesota Mining & Mfg. Co.-FS-19S+
B. Fill, Void or Ca-nty Materials"'-Caulk-Nom 1/4 in. di<.lm bead o~
caulk to be applied to perimetef of wrap strIp at its egress from the
underside of the gypsum w3llboard patch. Nom 1/4 in. thickness or
caulk to be applied to the exposed edge of the wrap strip layer and lQ
fill all gaps between the wrap strip layer and th~ tee of the drain
fitting on the top Sl.lrfan~ of the gypsum wallboard paleh.
Minnesota Minlng & M.fg. (o.-CP 25WB+
"l\eanng t~c ilL Classificaliun Marking .
J
i'.,.'.:c.,:,--
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<ill II; 't /~ Ih.~1. ~ !\On-i\~cllll\icriPeS 270.00
t'!lf;vt!l#~/{!iljtW F Jr'''C Proted.rnn Pr.'orlucts
This materi:!1 was ext~<:t~d by 3M fir~ Protection P~o'~..
from t.he 1999 ('dition of Ih<; UL Fir~ Rtsist.:1nn' Dirl'\'\..'
PEMKO
SUPERIOR DOOR
EDGE SEALING SYSTEM
BLACK
O S88BL17 17' Long (5182 mm)
UPC: 0-86787 59351-5
O S88BL20 20' Long (6096 mm)
UPC: 0-86787 29801-4
O 588BL21 21' Long (6401 mm)
UPC: 0-86787 40481-1
O S88BL25 25' Long (7620 mm)
UPC: 0-86787 89811-5
O 588BL30 30' Long (9144 mm)
UPC: 0-86787 50941-7
CLEAR
O 588C17 17' Long (5182 mm)
UPC: 0-86787 93991-7
O 588C20 20' Long (6096 mm)
UPC: 0-86787 43791-8
O 588C21 21' Long (6401 mm)
UPC: 0-86787 05001-8
O 588C25 25' Long (7620 mm)
UPC: 0-86787 25961-9
O 588C30 30' Long (9144 mm)
UPC: 0-86787 37271-4
DARK BRONZE
.588. 017
LJ 588020
o 58802.1
o 588025
o 588030
TAN
17' Long (5182 mm)
UPC: 0-86787 02003-5
20' Long (6096 mm)
l.!PC: 0-86787 96323-3
21' LoJig (6401 mm)
, ilPc: 0-86787 11797-1
25' Long (7620 mm)
UPC: 0-86787 67758-1
30' Long (9144 mm)
UPC: 0-86787 24171-3
O 588T'AN17 17' Long (5182 mm)
., UPC: 0-86787 79123-2
O 588T'AN20 20' Long (6096 mm)
. , UPC: 0-86787 10400-1
O 588T'AN21 21' Long (8401 mm)
. , UPC: 0-86787 80260-0
O 588T'AN25 25' Long (7620 mm)
., UPC: 0-86787 95930-4
O 588T'AN30 30' Long (9144 mm)
., UPC: 0-86787 49671-7
WHITE
o 588W17
o 588W20
o 588W21
o 588W25
o 588W30
17' Long (5182 mm)
UPC: 0-86787 35213-6
20' Long (6096mm)
UPC: 0-86787 33202-2
21' Long (6401 mm)
UPC: 0-86787 02257-2
25' Long (7620 mm)
UPC: 0-86787 00864-4
30' Long (9144 mm)
UPC: 0-86787 76561-5
IMPORTANT:
A POSITIVE PRESSURE LABEL FOR UBC 7-2 UL 1 OC
COMPLIANCE IS STAPLED TO THE RED WARNING
SHEET. DO NOT LOSE IT! YOU ,MUST AFFIX THIS
LABEL TO THE HINGE JAMB @48" ABOVE FINISHED
FLOOR NEXT TO THIS SEAL FOR FIRE INSPECTION.
1/411
j. ~ Compression Bulb
1;4, II """'; Stabilizer
(64) ~ Flange
tI ~ ~ Adhesive
r- 1h" -I Backing
(12,7)
(6.4 mm)
High
Shown at 112 % of actual size
· Adhesive Backed
· ,High 1'emperaIure SilIcOne: EtIectIve
, ......... -1DO'" (-73"C), and ..., (4480C)
· 'PI..., $O,URd,& Weatber
. ,Door Seal
I
S8aIs tp.
Sidlsr~
e.
.,
Tested & Listed For Fire & Smoke
SiliconSeal™
Door Edge Sealing System
Use On Door Frames
To Seal Top & Sides of Door
Use With HSS2000 (When Required),
Pemko's Intumescent Edge Sealing System
Many UL10B doors can be listed for UL10C & UBC 7-2,Part 1
by adding H552000. Consult your wood/steel door manufacturer.
",,~SS/"/~
[i ~~ Fire Rated
I c\!!lus Jested to meet
1547 the requirements of
.. w~sey Standards UL 10C,
C ~ US UBC7-2,Part 1& B5476
POSITIVE PRESSURE
~ rrn1 Smoke Tested
r ~ Jested & Listed to meet the
. W k II requirements of Standards
;a;ey UL1784, UBC7-2, Part
C~US II&B5476
~~
:::--....
"Peel & press" adhesive
backing makes Installation
fast Ind lasy.
Use On:
Door Frames
To Seal Top &
Sides of Door
Use With:
HSS2000 (When Required)
Pemko's Intumescent
Edge Sealing System
S88
. ~ Compression Bulb
Y4" ~ / Stabilizer
(6.4) ~ Flange
ti.... ~ Adhesive
r- 1h" -I Backing
(12.7)
IMPORTANT: Read before installation! Failure to do so may void
guarantee Df feBull in impmper adhesion.
1. AppIJeatltm ,."",.,.."".,,: If frames are too cold (below 500F) or too hot (above 1000F) adhesion may be impaired. Attempt
to elevate ambient temperature. Do NOT heat gaskets.
2. WIlen To 1nst1I1I: Installation of S88 should take place after construction is completed. flooring installed and final cleaning
complete.
3. "alnt must be CII1fId for at INst 5-7 days. Paint cannot be wet under dry surface when gaskets are pressed on. Avoid
quick-dry primers, which leave powdery surface, preventing sufficient adhesion. When applying S88 to a wood frame
or door, the surface must be non-porous, sealed, painted or varnished. Follow standard industry guideline on sealed wood
frames and abrade or rough surface before applying. Note: Anti-bacterial, anti-fungal or silicone additives in paint
may inhibit adhesion.
4. SUttacIIl'nIplInrtIon: Use enclosed cleansing towelette to remove grease, dust or cleanser build-up. Some hospital
environments have wax or anti-bacterial cleanser build-up. As an alternative or substitute cleanser. use isopropyl
(rubbing) alcohol. Note: Mineral spirits or other petroleum cleaning products should MOTbe used.
5. AppIJeatltm 71ps and Wam/ngs: (A) Don't stretch material. Product can retract or shrink if stretched. (B) Use very firm,
perpendicular pressure when applying. Extra pressure required due to product weight and absence of re-compression
(C) Use wallpaper seam roller or screwdriver handle butt to reinforce adhesion after applying. Caution: do not stretch
material when using reinforcing roller or screwdriver butt. Run roller or butt with up and down motions. (D) Double check
adhesion after 2-3 hours before leaving job overnight. (E) If smoke gasket or inturnescent strip separates from frame
press again with firm pressure in place. If adhesive strip is exposed, airborne dust may impede adhesion. Replacement
may be necessary at this stage. (F) Note: Headers must be installed with equal pressure as jambs. Sometimes too
little pressure is applied at header due to awkward overhead application.
6. For p/ggytIack II/IIIIIClIIttms of PK55, PK33, S88 or S44, mounted atop HSS2000, make sure HSS is applied with
sufficient pressure first, before applying smoke gasket. Wipe down HSS surface if needed, close doors overnight
to ensure good set.
7. No"': AtIheshm takes dtllllyed set. immediate removal and resetting can be done if error occurs in initial replacement.
DO NOT reset after one hour. Full set is reached in 24 hours.
S88 on Frame with Beveled Edge Door
On beveled edges, install 588 (& HSS2000, when required)
on jamb at position shown below.
1/8" .5/32"
f3.2) (4,0)
, stop --
+
. 588 mounted
t ~ directly on top
V of HSS2000.
door face
. For tighter gaps,
use Pemko's 544,
SiliconSeal™.
.=
E
ca
.-
II)
Cl
-=
II)
...
g Top View
-= (Open Door)
Top View
(Closed Door)
-J I.- 3/32" . 1/8"
(2.4) (32)
Instructions:
1. Remove approximately 24"
(610 mm) of backing from the
SiliconSeal ™ strip. Be careful
not to touch it with dirty or
sweaty hands or drag the
adhesive on the ground.
2. With the stabilizer flange
pointing away from the stop,
position the SiliconSeal™ as
illustrated to the left. Without
stretching it, press down
each inch of length to activate
all of the adhesive against the
frame. The use of a hand roller
is highly recommended.
3. Remove the next 24" (610
mm) of paper backing and
repeat (2.) until the entire
length for a top or side is
installed. Do not install as one
continuous piece - cut7he
SiliconSeal ™ (with a
cope or miter joint) at .
the corners where the
top and sides meet.
t:t PEMKO,
P.O. Box 3780
Ventura, CA 93006
Ph: (800) 283-9988
Fax: (800) 283-4050
12251 E. Coast Dr.
Whittier, CA 90601
Ph: (800) 283-9988
Fax: (800) 283-4050
P.O. Box 18966
Memphis, TN 38181
Ph: (800) 824-3018
Fax: (800) 243-3656
www.pemko.com
pemkosoles@pemko.com
@ Pemko Mfg. Co. Lobel-S88
9/02
Made in the U.S.A.
CHAPTER 6
DUCi S"SiEMS
SEC,\ON 601
GENERA\..
601.1 Scope. Duct system' used for the move-t of ,.;r in ,.;r-
conditioning, heating, ventilating and e~stems shall
oool~nn", the ","visions of this cbalJlC ",cept. s othe~ise
specrlied lU ~ 5 and 7. I"'+"" ' ." ( (-'
Exception: Dncts discbarging oombnstib;;'material di-
reotly in"' any cOlUbnstion cbamber sball coolonn"' the re-
/' quirements of NFPA 82.
.;it [Il] 601.2 AiT movement in egress elements. Exit and .,ut ac-
I ,.,'_ ce" corrid"" shall not serve assupply, retorn. .,.bansC relief or
" \ ventilation,.;r ducts or pleoums ",ccpt" pennitted by the In-
ternational Building Code.
..
601.3 contanUnnlion prevenlion. Exhaust dncts under posi-
D)C~vA tive pre"ore. cbironeys. and vents sball not extend into or pass
r through ducts or plenums.
SEC,\ON 602
p\..ENUMS
602.1 GeneTal. A plenulU is an enclosed portion of the building
sttncture that is designed"' allow aiT movement. and thereby
). I serve.. part of an,.;r distribUtion system. Snpply. retorn. ex-
I: :fI: J banst. relief and ventilation,.;r plenums sball be lituited"' un.
, .. ' inbabited crawl spaces, areas aboVe a ceiling or beloW the floor.
I ~ _.,.! attic spaces and _bJnlical equipment ro<>lns. PlennUlS shall
. '. ," be lituited "' one fite area. Fuel-fired appliancessball not be in-
~ I" ' stalled within a plenum.
(;02.2 ConstrUction. PlennUl encMore' ,ball be ooo,ttncted
of roa""'al' pennincd for the type of consttnction el..,;ftca-
tioo of the buitding. 0" &I
''The nse of gypsum \)OaTds to foon plenum' ,(.,t be limited
to sy,te,", wbere the ,.;r teUlperatoreS do not exceed 125"F
(52"C) and the building and mecbJnlical 'y,teUl design condi-
\ tions ate sucb that the gypsum board surface teUlperatUre will
be nullntalned abOve the ,.;rsneam deW-point teroperatore. Air
plenutDS fonned by gypsUUl boards sball not be ~ in
,.;r-handling ,ysteIfiS utilizing evaporative coolers.
602.2.1 ....teriaIs expused within plenUJDS' Bxcept.. re-
quited by sections 602.2.1.1 through 602.2.1.4. roaterials
esposed within plenums sball be nonooUlbustibl@ball
bave allame spread iodes of not Ulore than 25 and a smo1<<-
develOped indes of not more than 50 wben tested in a--
dance with ASThl E 84. r;'~,e .:2S
Exceptions: ~(;1J- e s-o
1. Rigid and flexible ducts and connectors shall con-
form to Section 603.
2. Dnct coverings. linings. tape and connectors sball
conform to Sections 603 and 604.
)~.
f r sta.
~ 60a
Jhe1n
'J positi'
Water (
ore
d xcef
j Ucts art
f)~ At
pee 'fj e,
d. 1 led '
ards 1
-Met
EXcept'
, shalJ h JO)
.J / aVe,
. .1:1:-0 6/1x
J. ? T~~!,,~~
~
.f.~~/c ~
DU VI'Ii'.,
~
] Ucts an
. gUlar d d encl
or1 ucts 0
ess
:r 14"
~
.r less gUlar d
14" Ucts
~
"'25
.4llUn.
'lllJ]
lith etallic d
81 ~!asS{)~cts. 1
....:. Ibrous rl Clas
Jl,.... _
2000 INTERNATIONAL MECHANICAL COOEGll
)01
..J-
o !
/ f 2 ~.I; ,)..,dl;:Ji>
(
3. 'fbis sectiun sball not apply to J1\Oterials exposed
within plenums in one- and two-family dwellings.
4. 'fbis section sball not apply to SUlo1<< deteCtors. ,
602.2.t.1 W\ring. combustible electrical or electronic
wiring Ulethods and J1\Oteria\s. opticalliber cable, and
opticallibettaceway esposed within a plenum shall havc
a peak optical density not greater than 0.50, an aver.gc
optical density not greater than 0.15. and a flame spread
not greater than 5 feet (1524 _) wben tested in accor-
dlnn'e with UL 910. OnlY type oFNl' (plenum-rated
nonconductive opticalliber cable) sball be installed in
plennUl-rated opticalliber raceways. Wiring, cable. and
raceways addre'sed in this section shall be listed and la-
beled as plenuUl rated and sball be installed in acoor-
dance with ICe Electrical code.., " I, ~ /, I
:..<./ (' 1'- ~j$W' 01,' \
602.2.1.2 Fire sprinkleT piping. plastic lire sprinkler I
piping esposed within a plCOUUl sball be used only in wet
pipe systeUlS and sbalt have a peak optical density not
greater than 0.50. an average optical density not greater
than 0.15. and a l\JUl1e spread of not greater than 5 feet
(1524 _) wben tested in accordance with UL 1887.
Piping shall be listed and labeled.
602.2.1.3 pnenUlalie tnbing. COUlbustible pneulOOtic
tubing exposed within a plenuUl shall bave a peak optical
density not greater than 0.50. an average optical density
nut greater than 0.15. and a flame spread of not greater
than 5 feet (1524 _) wben tested in accordance with
UL 1820. COUlbustible pnennuuic Ulbing sball be listed
and labeled.
602.2.1.4 Coro...stIble elec\rieOl equipmenL CnUlbUs-
tible electrical equipment expo,.cd within a ptenuUl sball
have a peak rate ufheat 1<lease not greater than tOO kilo
W""". a ""ok optical denSity not gteale! than 0.50. and "'
average optical d....ity not greater than 0.15 wben teste
in accordance with UL 2043. COUlbu,tib'e electric
equipment shall be listed and labeled.
602.3 Stud cav\t)' and joist space plen""" SUld wall cavit
and the spaces between solid lIooT joists to be utilu.ed .. air I
nUIIlS shall comply with the following conditions:
I. Sucb cavities or spaces shall no' be ntilized as a pie'
for supply air.
2. Sucb cavities or spaces shall not be part of atequited
resistanCe-rated assembly.
3. Stud wall cavities shall not conveY ,.;r!toUl Ulor<
one floor level.
4. Stud wall cavities and joist space plenuUls sball c
with the floor penetration protection requirement!
Intern1ional Building cod~.. I'
Y-r - s"a~ If. ,If- r
_ ,It It! j #Sse; ,i I y,
_ #"f(}~e ~"'i1 .:.Hi(" ~YOV't
-_ LOnA ~J-'" lOcat
_.. ed in
Oak Electric: Firestop Submittal
Project: Tranquility Court
Prior Lake, MN
Table of Contents
Gypsum Walls Assembly
#1. Multiple Electrical Cables (SER, Low Volt, Metal Clad or Armored):
UL System W-L-3195
3M Fire Barrier Cp.25WB+ or IC-15WB+ Water Base Intumescent Caulk
Floor-CellinI! Assembly:
#2. Multiple Electrical Cables (SER, Low Volt, Metal Clad or Armored):
UL System F-C-3070
3M Fire Barrier CP-25WB+ or IC-15WB+ Water Base Intumescent Caulk
Precast or Slab Concrete Floor and Block Wall
#3. Multiple Electrical Cables (SER, Low Volt, Metal Clad or Armored):
UL System C-AJ-3200
3M Fire Barrier CP-25WB+ or IC-15WB+ Water Base Intumescent Caulk
Attached: Product Data Sheets and Certificate of Performance
Supplier: Specialty Building Products (612-781-7655 phone; 612-781-7921 fax)
Pg. 1 00 SBP: Tranquility-Oak-E-MElect 10/7/2005) I
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3
System No. W-L-3195
September 07,2004
F Ratings - I & 2 HI' (See Item 1)
T Ratings-O & 1/2 HI' (See Item I)
A
A
Section A-A
I. Wall Assembly - The I or 2 hI' fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner
described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the
following construction features:
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in.
(51 mm by 102 mm) lumber spaced 16 in. (406 mm) DC. Steel studs to be min 3-1/2 in. (89 mm) wide spaced 111ax
24 in. (610mm)OC.
B. Gypsum Board* - The gypsum board type. thickness. number oflayers, fastener type and sheet orientation shall be as
specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is
5 in. (127 111111).
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
The hourly T Rating is 0 and 1/2 HI' for 1 and 2 HI' rated assemblies, respectively.
2. Steel Sleeve (Optional) - Cylindrical sleeve fabricated frol11l11in 0.018 in. (0.46 111111) thick (No. 28 gauge) gal v sheet steel and
having a min I in. (25 111m) lap along the longitudinal seam. Length of sleeve to be equal to or max 2 in. (5Imm) greater than the
thickness of wall. Ends of sleeve to be flush with or extend a max I in. (25 111m) beyond each surface of wall.
3. Cables - Max 4 in. (] 02 111m) diam cable bundle installed eccentrically or concentrically within opening. Annular space between
cable bundle and periphery of opening or sleeve to be min 0 in. (point contact) to max I in. (0 111m to max 25 mm). Cable bundle to
be rigidly supported on both sides of wall. The following types and sizes of cables may be used:
A. Max 200 pair No. 22 AWG (or smaller) copper conductor with polyvinyl chloride (PYC) insulation and jacketing material.
B. Max I/C No. 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) or PYC jacket.
C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PYC insulation with XLPE or
PYC jacket.
D. Max 3/C No. 2/0 A WG (or smaller) copper or aluminum conductor SER cables with XLPE or PYC insulation and jacket.
E. Max 4/C No. 2/0 A WG (or smaller) copper conductor. aluminum clad or steel clad TECK 90 cable with or without
PYC jacketed.
E Max 110/125 fiber optic (EO.) cable with PYC insulation and jacket.
G. Max 3/C with ground No.8 AWG (or smaller) copper conductor NM cable with PYC insulation and jacket.
H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket.
I. Max 4 pair No. 24AWG (or smaller) copper conductor data cable with Hylar jacket and insulation.
1. Through Penetrating Product* - Any cables. Armored Cable+ or Metal Clad Cable+ currently Classified under the
Through Penetrating Product category.
See Through Penetrating Product (XHL Y) category in the Fire Resistance Directory for names of manufacturers
4. Fill, Void or Cavity Material* - Caulk or Sealant- Min 5/8 in. (16 mm) thickness of caulk applied within annulus. flush with
both surfaces of wall. Min ]/4 in. (6 mm) diam bead of caulk applied to gypsum board/cable bundle interface at point contact
location on both sides of wall.
3M COMPANY -IC 15WB, CP 25WB+ caulk or FB-3000 WT sealant
*Bearing the UL Classification Marking
This material was extracted and drown
Choose option 4lor FAX ON DEMAND
System No. F -C-3070
September 03, 2004
F Rating - I Hr
T Rating - 1 Hr
A
2
A
Section A-A
1. Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the
materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.
The general construction details of the floor-ceiling assembly are summarized below:
A. Flooring System - Lumber or plywood subfloorwith finish floor oflumber. plywood or Floor Topping Mixture* as
specified in the individual Floor-Ceiling Design. Max diam of opening is 3 in. (76 mm).
B. Wood Joists - Nom lOin. (254 mm) deep (or deeper) lumber. steel or combination lumber and steel joists, trusses or
Structural Wood Members* with bridging as required and with ends firestopped.
C. Gypsum Board* - Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Max
diam of opening is 3 in. (76 mm).
1.1 Chase Wall (Optional. not. shown) - The through penetrants (Item No.2) may be routed through a fire-rated single. double or
staggered wood stud/gypsum board chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall
shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the
UL Fire Resistance Directory and shall include the following construction features:
A. Studs - Nom 2 in. by 6 in. (51 mm by 152 mm) or double nom 2 in. by 4 in. (51 mm by 102 mm) lumber studs.
B. Sole Plate - Nom 2 in. by 6 in. (51 mm by 152 mm) or parallel 2 in. by 4 in. (51 mm by 102 mm) lumber plates, tightly butted.
Max diam of opening is 3 in. (76 mm).
C. Top Plate- The double top plate shall consist of two nom 2 in. by 6 in. (51 mm by 152 mm) or two sets of parallel 2 in. by 4 in.
(51 mm by 102 mm) lumber plates. tightly butted. Max diam of opening is 3 in. (76 mm).
D. Gypsum Board* - Thickness. type. number oflayers and fasteners shall be as specified in individual Wall and
Partition Design.
2. Cables - Max 2 in. diam cable bundle installed eccentrically or concentrically within opening. Annular space between cable bundle
and periphery of opening to be min 0 in. (point contact) to max I in. (0 mm to 25 mm). Cable bundle to be ligidly supported on both
sides of wall. The following types and sizes of cables may be used:
A. Max 200 pair No. 22 AWG (or smaller) copper conductor with polyvinyl chloride (PYC) insulation and jacketing material.
B. Max l/C No. 350 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) or PYC jacket.
C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PYC insulation with
XLPE or PYC jacket.
D. Max 3/C No. 2/0 AWG (or smaller) copper or aluminum conductor SER cables with XLPE or PYC insulation and jacket.
E. Max 4/C No. 2/0 AWG (or smaller) copper conductor. aluminum clad or steel clad TECK 90 cable with or without
PYC jacketed.
F. Max 110/125 fiber optic (EO.) cable with PYC insulation and jacket.
G. Max 3/C with ground No.8 AWG (or smaller) copper conductor NM cable with PYC insulation and jacket.
H. Max RG/U coaxial cable with fluorinated ethylene insulation andjacket.
I. Max 4 pair No. 24AWG (or smaller) copper conductor data cable with Hylar jacket and insulation.
J. Through Penetrating Product* - Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the
Through Penetrating Product category. '
See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers
3. Fill. Void or Cavity Materials* - Caulk or Sealant- Min 3/4 in. (19 mm) thickness of caulk applied within annulus. flush with top
surface offloor or sole plate. Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with bottom surface of ceiling or
top plate. Min 1/4 in. (6 mm) diam bead of caulk applied at point contact locations at cable bundleltloor or sole plate interface on top
surface of floor or sole plate and at cable bundle/ceiling or top plate interface.
3M COMPANY - CP 25WB+. Ie 15WB caulk or FB-3000 WT sealant
* Bearing the UL Classification Marking
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System No. C-AJ-3200
September 03,2004
F Rating - 2 HI'
T Rating - 1/4 HI'
iA
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Section A-A
I. Floor or Wall Assemblr- Min 4-1/2 in. (114 mm) thick reinforced lightweight or nomlal weight (100-150 pcfor 1600-2400 kg/m')
concrete. Floor assembly may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow-core Precast Concrete
Units". Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening 6 in. (152 mm).
See Concrete Blocks (C AZT) and Precast Concrete Units (CFTY) categOlies in Fire Resistance Directory for names
of manufacturers.
2. Steel Sleeve (Optional) - Nom 6 in. (152 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or
wall assembly. Steel sleeve may be installed flush or may project max 2 in. (51 mm) beyond the floor or wall surfaces.
3. Cables - Aggregate cross-sectional area of cables in opening to be max 49 percent of the cross-sectional area inside the sleeve or
opening. Annular space between cables and peliphery of opening or sleeve shall be min of 0 in. (point contact) to max 2 in. (0 n1ln to
max 5lmm) Cables to be rigidly supported on both sides offloor or wall assembly. Any combination of the following types and
sizes of cable may be used;
A. Max 200 pair No. 22 A WG (or smaller) copper conductor with polyvinyl chloride (PYC) insulation and jacketing material.
B. Max I/C No. 750 kcmil (or smaller) copper conductor cable with cross-linked polyethylene (XLPE) jacket.
C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or PYC insulation with
XLPE or PYC jacket.
D. Max 3/C No. 3/0 A WG (or smaller) copper or aluminum conductor SER cables with PYC insulation and jacket.
E. Max 3/C No. 2/0 A WG (or smaller) copper conductor PYC jacketed aluminum clad or steel clad TECK 90 cable.
F. Max 110/125 fiber optic (F.O.) cable with PYC insulation and jacket.
G. Max 3/C with ground NO.8 A WG (or smaller) copper conductor NM cable with PYC insulation and jacket.
H. RG/U coaxial cable with fluorinated ethylene (FE) or PYC insulation and jacket.
I. Max 4 pair No. 24 AWG (or smaller) copper conductor data cable with Hylar jacket and insulation.
1. Max three conductor No. 12 A WG (or smaller) MC (BX) copper cable with polyvinyl chlOlide insulation and jacket materials.
K. Through Penetrating Product* - Any cables. Armored Cable+ or Metal Clad Cable+ currently Classified under the
Through Penetrating Product category.
See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers
4. Firestop System - The details of the firestop system shall be as follows:
A. Packing Material- Min 3 in. (76mm) thickness ofmin 4 pcf(64 kg/m')mineral wool batt insulation firmly packed into
opening as a permanent fOl1n. Packing material to be recessed from top surface of floor or top edge of sleeve or from both
surfaces of wall or both ends of sleeve as required to accommodate the required thickness offillmatel;al. In floors constructed
of hollow-core concrete. packing matelial to be recessed fi'om top and bottom surfaces of floor or sleeve as required to
accommodate the required thickness offill material.
B. Fill. Void or Cavity Materials* - Caulk or Sealant - Min 1/2 in. ( 13 mm) thickness of caulk applied within the annulus.
flush with top surface of floor or top edge of sleeve or with both sUlfaces of wall or both ends of sleeves. In floors constructed
of hollow-core concrete. min 1/2 in. ( 13 mm) thickness of caulk applied within the annulus. flush with top and bottom surfaces
of floor or sleeves. Min 1/4 in. (6 mm) diam bead of caulk applied to the penetrant/concrete or penetrant/sleeve interface at the
point contact location on the top surface of floor or both surfaces of wall or hollow-core concrete.
3M COMPANY - CP 25WB+. IC 15WB caulk or FB-3000 WT sealant.
* Bearing the UL Classification Marking
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~w~~~o~/fl~:~~on Products ( -AJ-3200 produ(t~~:::erlo~;:~ ~-~~:~3~8~~~~ 335
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3M
Fire Barrier CP 25WB + Caulk
Product Data
,.SSIF/~
cOOus
FILL VOID OR CAVITY MATERIALS
CLASSIFIED BY UNDERWRITERS
LABORATORIES, INC.Qll FOR USE IN
THROUGH-PENETRATION
FIRESTOP SYSTEMS.
SEE CURRENT UL FIRE
RESISTANCE DIRECTORY
SOL6, 9OG9
1. Product Description
3MTM Fire Barrier CP 25WB+
Caulk is a premium elastomeric latex
caulk designed for use as a one-part
fire, smoke, noxious gas and water
sealant. In addition, the unique
Intumescent property of this material
(expands when heated) means that as
cable or pipe insulation is consumed by
fire, CP 25WB+ Caulk expands to
maintain the penetration seal.
CP 25WB+ Caulk features superior
adhesion strength, caulk rate and no-
sag application with expanded UL
Classified fire protection systems plus a
halogen-free formula.
3M Fire Barrier CP 25WB+ Caulk can
be installed with a standard caulking
gun, pneumatic pumping equipment or
it can be easily applied with a putty
knife or trowel. CP 25WB+ Caulk will
bond to concrete, metals, wood, plastic
and cable Jacketing. No mixing is
required.
CP 25WB+ Caulk Features
· Water Base: Easy clean up, no
special handling, routine disposal.
· Intumescent: Expands when heated
to seal around items consumed by
fire.
· Endothermic: Absorbs heat energy,
releases chemically bound water.
· Thixotropic: Will not sag or run in
overhead or vertical applications.
· Halogen-free.
· Fast dry: Tack-free in
approximately 10-15 minutes.
· Paintable. (Best results obtained
after 72 hour cure.)
· Minimal shrinkage.
B. Volume Fill Guide for Core Drilled Holes
Application guide for filling holes with CP 25WB+ Caulk
Volume 01
Caulk Req'd
1/2 in De th in 3
0.89
1.31
1.47
1.87
2.00
7.87
10.02
11.16
13.05
· Brown color.
· Water seal: Seals against
inadvertant water spills in the
unexpanded state.
· High caulk rate: 1000 g/min. with
in. nozzle.
· Point contact allowed.
· Continuous Operating Temperature
not to exceed 1200F (480C).
Product
CP 25WB+
Caulk
Metallic
Pi e Size
1 in.(35,4 mm)
2 in.(50,8 mm)
3 in. (76,2 mm)
4 in.(101,6 mm)
5 in.(127,O mm)
6In.(152,4 mm)
8 In.(203,2 mm)
2. Applications
Use to seal construction openings,
blank openings and penetrating items
against the passage of flame, noxious
gas, smoke and water. Restores fire
rated construction to original integrity.
Also for use with 3M Brand Fire Barrier
Penetrating Sealing Systems 7902 and
7904, FS195+ Wrap/Strip and CS-195+
Composite Sheet.
.'
Volume
19 cu. in.
217 cu. in.
1150 cu. in.
WtJCtn.
Lbs. K
12 (5,44)
46 (20,8)
58 26,3
Unlts/Ctn.
12
4
1
Common Hole
or Sleeve I.D.
2 in.(50.8 mm)
3 in.(76,2mm)
4 in.(101.6 mm)
5 in. (127,0 mm)
6 in. (152,4 mm)
8 in. (203,2 mm)
10in.(254,Omm)
12 in. (304,8 mm)
14 in, 355,6 mm
Cartridges
of Caulk
.05
.07
.08
.10
.11
.41
.53
.59
.69
Gallons
01 Caulk
.004
.006
.007
.009
.009
.04
.05
.05
.06
Notes:
1. Final caulk requirements may vary if criteria is different than stated in the application guide.
2. When the maximum annular space is 1-1/4 in. (31,8 mm) or less, a 1/2 in. (12,7 mm) minimum
depth of CP 25WB+ Caulk is required.
3. When the maximum annular space is larger than 1 in. (25,4 mm) or the pipe 0.0 is greater than
12 in. (304,8 mm), a 1 in. (25,4 mm) minimum depth of CP 25WB+ Caulk is required.
4. Damming materials, such as fiberglass, mineral wood or backer rod, may be used to support the
CP 25WB+ Caulk.
4. Specifications
Product
The firestopping caulk shall be a one-part, intumescent, latex elastomer. The caulk shall
be capable of expanding a minimum of 3 times at 1000oF. The material shall be thixotropic
and be applicable to overhead, vertical and horizontal firestops. The caulk shall be listed
by independent test agencies such as UL or FM and be tested to, and pass the criteria of,
ASTM E 814 Fire Test, tested under positive pressure. It shall comply with the
requirements of the NEC (NFPA-70), BOCAI, ICBO, SBCCI and NFPA Code #101 .
Typically Specified Divisions
Division 7 Thermal and Moisture Protection Firestopping
07270
Division 13 Special Construction Fire Suppression and Supervisory Systems
13900
Division 15 Mechanical
15250 Mechanical Insulation Fire Protection
15300
Division 16 Electrical
16050 Basic Electrical Materials and Methods
5. Performance
A. Typical Physical Properties
Tack Free Time
(ASTM C679-87)
Expansion at 6620F (3500C) X
Color
Density
Adhesion
Application
Minutes at 720 F (220C)
10-15
B. Flrestopping Properties
Meets the criteria of ASTM E 814 Fire
Test, tested under positive pressure.
Consult current UL Fire Resistance
Directory for systems listed under 3M
Product CP 25WB+ Caulk.
Unit
Value
Lb.lgal. (Kg/I)
All construction substrates
Methods
2.0-3.0
Reddish Brown
11.25 (1,35)
Very Good
Caulk guns, trowel, spatula
pressurized pumps
74
Durometer (hardness) Shore A
ASTM E 84
Flame Spread
Smoke Development
Solids Percent ("!o) by weight
VOC Percent ("!o) by weight
Odor
Flow Rate Grams/min.
1/4 in. (6.35 mm)
nozzle at 50 psi
Boeing Flow Inches
(Sag Characteristics)
C. Flrestopplng Code Requirements
5
o
79
o
Pleasant, non-irritating
1000
o
ICBO Uniform SBCCI Standard BOCA Basic/National Building Code NFPA Life Safety
Building Code Building Code (1996 Edition) Code 101
(1997 Edltlon\ (1997 Edltlon\ (1997 Edition\
702 104.2.4 702.0 709.6 6-2.3.2.4
DEFINITIONS PLANS MUST SHOW HOW REVISED AND PENETRATIONS - REFER PENETRATIONS AND
INTEGRITY IS EXPANDED DEFINITIONS TO 714 MISC. OPENINGS
706 MAINTAINED FOR FOR PENETRATIONS &FIRE BARRIERS
CONSTRUCTION JOINTS ASSEMBLIES AND JOINTS 709.7
PENETRATED JOINTS 6.2.4.2, EXCEPTION
708 703.1 5 OPENINGS (EXPANSION
WOOD FRAME 202 CONSTRUCTION 711.0 OR SEISMIC JOINTS) IN
CONSTRUCTION DEFINITIONS DOCUMENTS SHALL FIRE PARTITIONS FLOORS
FIRE BLOCKING INDICATE DETAILS AND
705.3 MATERIALS FOR 711.6 APPENDIX
709 WOOD FRAME PROVIDING RATINGS AT PENETRATIONS - REFERS A-6-2.4.2
WALL & PARTITION CONSTRUCTION JOINTS AND TO 714
PENETRATION FIREBLOCKING PENETRATIONS 6-3.6.1
PROTECTION 711.7 PENETRATIONS AND
705.3.1.5 703.1.1 JOINTS - REFER TO 709.7 MISC. OPENINGS
709.3.2.2 CURTAIN WALL GAP PENETRATIONS AND IN FLOORS AND SMOKE
CURTAIN WALL GAP JOINTS SHALL NOT BE 713.0 BARRIERS
705.4 (GENERAL) CONCEALED FROM FLOOR/CEILING AND
710 PENETRATIONS OF FIRE VIEW BEFORE ROOF/CEILING NFPA 1221
FLOOR/CEILING OR RATED ASSEMBLIES INSPECTION ASSEMBLIES
ROOF/CEILING FIRE WALLS AND
PENETRATION 705.5 (WALLS) 703.2 713.2 BARRIERS
PROTECTION BUILDINGS FOR MORE CURTAIN WALL GAP
705.6 (FLOORS) THAN TWO STORIES \
711.3 SHALL INDICATE 713.4 NFPA
SHAFT ALTERNATIVE 705.7 ALL PENETRATIONS PENETRATIONS - REFERS Code 70 NEC
FIRE RESISTANT JOINT TO 714 National
714 SYSTEMS 704.1.1 Electric Code
THROUGH-PENETRATION SUFFICIENT DATA 713.5
FIRESTOPS F& T SHALL BE AVAILABLE JOINTS - REFERS TO
REQUIREMENTS TO JUSTIFY UNTESTED 709.7 300-21 FIRESTOPPING
MATERIALS USED FOR 714.0
UBC STANDARD 7-1 RESTORATION OF FIRE
EQUIVALENT TO RATINGS PENETRATIONS - ALL
ASTM E 119 REOUIREMENTS CABO.
707.0 (GENERAL) One and Two
UBC STANDARD 7-5 FIRE WALLS AND Family Dwelling
EQUIVALENT TO PARTY WALLS 714.1 THROUGH 714.1.6.2
ASTM E 814 WALL ASSEMBLIES Code
707.10 714.2 THROUGH 714.2.6.5 (1995 Edition)
PENETRATIONS -
REFERS TO 714 FLOOR/CEILING AND
ROOF/CEILING 602.7
707.8 ASSEMBLIES FIRESTOPPING
JOINTS - REFERS TO 714.3 THROUGH 714.3.2 (FIREBLOCKING IN OTHER
709.7 NONRATED ASSEMBLIES MODEL CODES)
709.0 721.0
FIRE SEPARATION
ASSEMBLIES FIREBLOCKING AND
DRAFTSTOPPING
6. Installation Techniques
Shown are examples of approved
applications of CP 25WB+ Caulk.
Additional drawings and details are
available through your Authorized 3M
Fire Protection Products Distributor.
Installation Notes:
1. Metal Pipe/Conduit
applications through nominal 12
in. (304,8 mm) outside diameter.
· Installed depth of CP 25WB+
Caulk depends on annular
space.
: · When the annular space is
less and 1-1/4 in. (31,8 mm).
a 1/2 in. (12,7 mm) minimum
depth of CP 25WB+ Caulk is
required.
· When the annular space is
greater than 1-1/4 in. (31 ,8
mm), a 1 in. (25,4 mm)
minimum depth of CP 25WB+
Caulk is required.
· Common building materials,
such as backer rod may be
used for metal pipe
applications.
2. Metal Pipe applications larger
than nominal 12 in. (304,8 mm)
outside diameter.
· All cases require a 1 in,
(25,4mm) minimum depth of
CP 25WB+ Caulk.
3. Insulated Cable Applications.
· All cases require a 1 in.
(25,4mm) minimum depth of
CP 25WB+ Caulk.
· All cases require mineral wool
(safing) for packing.
4. Fiberglass Insulated Pipe
Applications.
· 1 in. (25,4 mm) of fiberglass
Insulation on up to a nominal
12 in. (304,8 mm) of metal
pipe may be firestopped with a
1 in. (25,4 mill) depth of
CP 25WB+ Caulk.
· 1 in. (25,4 mm) depth of
mineral wool packing required.
Typical Penetration Flrestops For Metal Pipe/Conduit and
Insulated Cable Through Fire Rated Construction
'12'" DepIh 3M FIno
&.t1er CP 25WB,+c.utk
.",;,!,-.. - .
Solid Concrele Floor Slab J
1-1/4- Max.
Annular Space
Packing Malerial
.'
Sleel S1e1lV
InsuIaled Cables!
,. DepIh 3M FIre
Bam.r CP 25WB+ Caulk
Flu... 10 Wall -
____~a1 Wool Packing
Malerial 1- Depth
Concrete WaI
Solid Concrete or UL
CIassllIed Block Wall--..;;;:;::,
Pad<ing Malerlal
,. Depth 3M Fire
Barrier CP 25WB+ Caulk
Metal Pipe or ConduIt
(
I
\
.,
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,..--I-
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1- Maximum Glass ....:.
Fiber Insulalion
,. Depth 3M Fire
a.ntw CP 25WB+ Caulk
1- Depth Mineral-Wool
Pad<ing
7. Maintenance
The CP 25WB+ Caulk is stable
under normal storage conditions
and has a one year shelf life.
Normal stock and stock rotation
are recommended.
Store between 330F (lOC}-900F
(270C) for maximum shelf life.
Keep from freezing.
8. Availability
3M Brand Fire Barrier CP 25WB+
Caulk is available from Authorized
3M Fire Protectin Products
Distributors. It is available in
Standad 10.5 fl. oz. cartridge, 20 oz.
sausage, 27.0 oz. cartridge, 2 gallon
pail and 5 gallon pail.
'.
Warranty and Limited Remedy. This product will be free from defects in material and
manufacture for a period of ninety (90) days from date of purchase, 3M MAKES NO
OTHER W AlUtANTIES INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED
WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR
PURPOSE. User is responsible for detennining whether the 3M product is tit for a
particular purpose and suitable for user's method of application. If this 3M product is
proved to be defective within the warranty period stated above, your exclusive remedy
and 3M's sole obligation shall be, at 3M's option, to replace or repair the 3M product or
refund the purchase price of the 3M product.
Limitation of Liability. Except where prohibited by law, 3M will not he liable for
any loss or damages arising from the use of this 3M product, whether direct,
indirect, special, incidental or consequential, regardless of the legal theory asserted,
including warranty, contract, negligence or strict liability.
Specialty Building Products
2726 Summer Street NE
Minneapolis, MN 55413
(612)781-7655 (Fax -7921)
aNI
Specified Contruction Products Department
3M Center, Building 207-IS-02
St. Paul, MN 55144-1000
, 800328 1687
(i)
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09:56.
SPECIALTY BLDG PRODUCTS
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FiM stappIng CaIIIgOrr. Pen Se8Is I Cables Haurty RatIng........ ~ .
AlI.""r ......~ Mnimum 8 in. Precast Ho1Iow 0penIIIg SIze: 1Ialcknum" in.
Core Concf8II
~ IIlIIIIr. Maximum 3 in. Cable Bundle Annullr SplIce: Minimum 0 to
VIauI P..ce....... of 0peaIng FlIed: 581' VIIU8I. 284l' Actual
EtIQINgRINGi
10113105
Alan Benson
SpeeiaIlyBuildktgP
2176 SUmmer Sl ME
M"meepoIls..MN
Fax: (612) 781-7921
"J:JDGMEHT FOR:
rodlu<: ~
:3 "jour I F
maUiiilum 2 in.
5petUI CandIIoas: S hour F rating. BoIom side ac:cess -<
AppIG.... DIIaiIr. To fir8sIop this . install a minimum 1~% in. depth of CP 25WB+ c_ cr IC
15W8+ CauIt lush With Ibe bottOm of the 1Ioor.
3M Fft .........1IabIriaI: CP 25W8+ Caulk or 1C 15WB+ Caulk
BaHcI on: CAJ-3200
.Add&..... R8ferMced By.....M: c-AJ-1498
The ti'e stop design &hcUd ad*We the h(u1y raring requested. This engineering judgment is based on perfor1nanCe
resuIlS obIaIned In testing Independent l8bor8klfY systems and or inIIem8I 3M me tests. whidt R&ve been tesIBd in '.
acconIancetD ASTM Eli. (Ul1479).
- Revie1N8d By:
Engineering Judgment Prepared By:
~ w..
510674
Kale Baker Rev. 1: KEB 10..1405 Revisetl ~on cIetiBiII ~ on
TeGhnic;al SeNice Representative iAlIImIIl testing
cc: Reed Gno8
Alan BeMan &l8iI: .net
. Building Wety SoIutIOn8 DepartIMnt
3M Center. BuIldIng 207-1 &-02
Sf. Pal. UN 55144-1000
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09:568
SPECIALTY BLDG PRODUCTS
1612781 7~32 1
System No. C-AJ-3200
September 03, 2004
F Rating-2 HI'
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Section A-A
I. Floor or Wall Assembly-Min 4-112 ill. (114mm)thick reinfort'ed ligluweightornormaJ weight (100-150 [)Cfor 1600-2400 kg/or')
concrete. Floor assembly may al50 be constructed of any min 6 in. ( 152 mm) thick UL Classified hollow-et re Precast Concrete
Units*. Wall may al50be constructed of any UL ClllssifiedColICrete Blocks". Max diam of opening 6 in. ( 52 mm).
See Concrete ~ks (CAn) and Precast Concrete Units (CITV) categories ill Fire Resistance DirectOr} for names
of manufacturers.
2. Steel Slee~ {Optional} - Nom 6 in. ( 152 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cam 01 grouted into floor 01'
wall assembly. Steel sleeve may be inSTalled flush or may project max 2 in. (S I mOl) beyond the floor or Viall surfaces.
3. Cables - Aggregate cross-sectional area of cables in opening to be nlax 49 percent of the cross-sectional arel inside the sleeve or
opening. Annular space between cables and periphery of opening or sleeve shall be min of 0 in. (point conta<.t) to max 2 in. (0 nun to '
max 51 mm) Cables to be rigidly supponed on both sides offloor or wall assembly. Any combination ofthe ''-ollowing types and
sizes of cable may be used;
A. Max 200 pair No. 22 A WG (or smaller) copper condllctor with polyvinyl chloride (rVC) insulation anI jacketing material.
B. Max I/C No. 750 kerni) (or 5Ill311er) copper conductor cable with cJ'OlIs-linked polyethylene (XLPEi jat.ket.
C. Max 7/C No_ 12 AWG (or smaller) copper conductor power and control cables wilh XLPE or pve i IlSU ,atiOll witlt
XLPE or J>VC jacket.
D. Max 3/C No. 3iO AWG (or smaller) copper or aluminum conductor SER cables with pye insulatioc anJ jacket.
E. Max 3/C No. 2JO A WG (or smaller) copperconductOf ryC jacketed aluminum clad or steel clad TECK 90 cable.
F. Max II 0/125 Taber optic (F.O.) cable with PV C insulation and jaciret.
G. :'vlax 3/C with ground No.8 AWG (or smaller) copper conductor NM cable with rvc insulation and joc ker..
H_ RGiU coaxial cable with fluorinated ethylene (FE) or PVC insulation 3nd jacket.
I. Max 4 pair No. 24 AWG (or smaller) copper condllCtor data cable with Hylar jacket and insulation.
J. Max three conductor No. 12 Awe (or smaller) MC (BX) copper cable with poIyvinyJ chloride insulat;" 'land jacket materials.
K. Through feDetratiag Product<' -Any cables. Armored Cable-+- or Metal Clad Cablr-'- currently Cla',sified undcr the
ThrOllgb PeaetratiBg Produetcaregory.
See Tltrougb Peaetratlng Pf1Idlld (XHLY) category in the Fire Resistance Directory for names ofmnnl!.facmrers
4. Firestop System - Tile details of the firestop syStem shall be as fullo\ys;
A. Packing Mlterial- Min 3 in. (76 mm) thickness ofmin 4 pcf(64 kgim')mineral wool ban insulation fi'nlly packed into
opening as a permanent foml. Packing material to be re<:e:>sed from top surface of floor or tQp edge cf sh=e or fi'om both
sut1bces of wall or both ends of sleeve as required to accommodllte the required thickness of fillmall:ria,. In floors constructed
of hollow -core concrete, packing material to be rec~ from top and bonom surfuces offiooT or sleeve os required to
accommodate the required thickness offill material.
B. Fill. Void or Cavity Materials" -Caulk or Sealant - Min,li2 in. (13 mill' thickness of caulk applied" itbin the annulus..
flush with top surface oftloor ortop edge of sleeve or with both surfaces of wall or both ends of sleeves. In floors constructed
of hollow -core concrete. min 1/2 in. ( 13 mill) thickness of caulk applied witbin the annulus., flush with tq) and bottom surfuces
of floor or sleeves. Mill J 14 in. (6 mm) dillrn bead of caulk applied to the penetroot!concrete or penetnnt sleeve interface at the
point contact location on the top surface of flOOT or both surfaces ofWllII or hollow-{;ore concrete.
3M COMP.-\NV - CP 25WB+. Ie ISWB caulk or FB-3000 WT sealant.
* Bearingthe UL Classification Marking
+ Bearing the UL Listing Mark
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This llltIIerial was extracled aad dnnm by 3M Fire Protettian ProdlKls from the 2005 edition of lire U l fife Resistorl(8 t:iredory.
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_ UH: 568
SPECIALTY BLDG PRODUCTS
161278 1 7~32 1
System No. C-AJ-1496
September 03, 2004
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I. floororWaUAssembly_ Min 4-1/2 in. (1140101) thick reinforced lightweight or normal weight (100-150 pdor 1600-2400 kw'm')
concrete. Wall may also be constructed of any liL Classified Concrete Blocks*. Max <lialn of opening /3-3/4 in. (349 mm).
See Concrete B/od(J (CAZT) category in Fire R.esistance Directory for names of manufacturers.
2. Steel Sleeve - (Optionlll) - Schedule 10 (or heavier) steel sleeve cast or grouted into slab, flush with bottom of floor. Sleeve may
extend a max of 2 in. (51111111) above top surfilce of floor or both surfilces of wall.
3. Through PeJletrant - One metallic pipe or tubing installed concentrically or eccentrically witltin opening, ^" nular space between
penetrant and sleeve or periphery of opening shall be min of 0 in. (0 mm){poim contact) to max 3 in. (76 ITIOl] Penetrant to be
rigidly suppor1ed on both sides offloor or wall assembly. TIle following types and sizes ofpenettants may be "sed:
A. Steel Pipe- Nom lOin. (254 mlD) <liam (or smaller) Schedule 10 (or heavier) steel pipe.
R Iron Pipe-Nom 10 in. (254 mm) diam (or smaller) cast or ductile iron pipe.
C. Conduit - Nom 6 in. diam (or sma/lee) steel conduir or nom 4 in. diam (or smaller) steel electrical metallic tubing.
D. Copper Tubing-Nom 4 in. (102 mm/diam (or smaller) Type L (orheavierlcoppertubing.
E. Copper Pipe - Nom 4 in. (l02 mm) diam (or smaller) Regular (or heavier) copper pipe.
4. Ftrestop System - The fin:Slop sysrem shall consist of the following:
A. Packln; Material- Min 3 in. (76 mOl) thickness ormln 4 pcf(64 kglm') mineral wool batt insulation finnlypacked inro
opening as a permanent fonn. Packing material to be I'el.'eSsed from bottom surmcc offloor or from both ~ urfaccs of wall10
accommodate the required thickness offill material.
B. Fill. Void or Cavity Materials" - Caulk or Sealant - Min 1/2 in. (25 mm) thickness of caulk applied wit ilill the annulus,
flush with bottom swface oftloor orwith both surfaces ofwaU.
3M COMPA"IY - CP 25WB+, Ie J 5WB caulk or FB-3000 WT sealam.
.-Bearingthe UL Classification Mark
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TIlis material was exlnIded - drawn lIy 3M fire ProlediOl1 Prodvus from tIie 200S edilion of tIJe Ul fire ResisfarKe Oire,.Iory.
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Firestop Submittal- Wood Frame -
Plumbing/Mechanical
(FS ONE) I, h,',1?
IIJr
Project:
ALL WOOD FRAME PROJECTS
Contractor:
J BERD MECHANICAL
3308 Southway Dr.
St. Cloud, MN 56301
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Manu acturer:
HIL TI, INC.
Hilti'l Inc Contacts:
Rick Christen - Account Manager
Phone (cell): 320-267-0028
Phone (corp): 800-879-8000
Kris Kuehn, CFPS
Fire Protection Specialist
Phone (cell): 651-261-3652
Phone (corp): 800-879-8000
Integrity
Commitment
Teamwork
~
~
Saving Lives through Innovation and Education
Firestop Submittal- Wood Frame-
Plumbing/Mechanical
(FS ONE)
Proiect:
ALL WOOD FRAME PROJECTS
Contractor: J BERD MECHANICAL
I) UL Systems - Hollow Core Floor Assemblies
C-AJ-1184 Max 10" Steel/east Iron, Max 4" CopperlSteel Conduit/EMT through 3
hour concrete floor assembly or hollow core floor assembly (Hilti FS ONE
Intumescent Firestop Sealant)
C-BJ-50 13 Max 4" Steel or eopper pipe with Max I" Glass Fiber Pipe Insulation
through 2 hour hollow core floor assembly (Hilti FS ONE Intumescent Firestop
Sealant)
2) UL Systems - Wood Floor/eeiling
F -C-I 009 Max 4" Steel/Cast lron/eopperlSteel Conduit/EMT through 1 or 2 hour
wood floor/ceiling assembly with I or 2 hour chase wall assembly (Hilti FS ONE
Intumescent Firestop Sealant)
F -C-1 059 Max 6" Steel/Cast Iron/Steel Conduit, Max 4" EMT, Max 2" Flexible
Steel Conduit through I or 2 hour wood floor/ceiling assembly (Hilti FS ONE
Intumescent Firestop Sealant)
F-C-2081 Max. l" Cross Linked Polyethylene (PEX) through a I or 2 hour wood
floor/ceiling assembly with a 1 or 2 hour chase wall assembly (Hilti FS-ONE
Intumescent Firestop Sealant)
F-C-2126 Max. 4" PVC, CPVC and ABS through I or 2 hour wood floor/ceiling
assembly with a 3" PVC, cpve or ABS branch line with 1 or 2 hour chase wall
assembly (Hilti FS-ONE Intumescent Firestop Sealant)
F-C-2127 Max. 4" PVC, CPVC and ABS through 1 or 2 hour wood floor/ceiling
assembly with 1 or 2 hour chase wall assembly (Hilti FS-ONE Intumescent Firestop
Sealant)
F-C-2l60 Max. 2" PVC or CPVC through a 1 or 2 hour wood floor/ceiling
assembly (Hilti FS-ONE Intumescent Firestop Sealant)
F-C-2203 Max. 4" pve or ABS pipe with closet flange through I or 2 hour wood
floor/ceiling assembly (Hilti FS-ONE Intumescent Firestop Sealant)
Integrity
Commitment
Teamwork
~
~
Saving Lives through Innovation and Education
Firestop Submittal - Wood Frame -
Plumbing/Mechanical
(FS ONE)
F-C-2204 Max. 1-1/2" PVC or ABS tub drain through a 1 hour wood floor/ceiling
assembly (Hilti FS-ONE Intumescent Firestop Sealant)
F-C-2270 Max 2" PVC/CPVC BLAZEMASTERlFLOW GUARD GOLD Piping
System through a 1 hour wood floor/ceiling assembly with a 1 hour chase wall
assembly (Hilti FS-ONE Intumescent Firestop Sealant)
F-C-231O Max. 1" Cross Linked Polyethylene (PEX) (Max Qty = 3) through a 1 or
2 hour wood floor/ceiling assembly with a 1 or 2 hour chase wall assembly (Hilti
FS-ONE Intumescent Firestop Sealant)
F -C-5036 Max. 2" Steel/Copper pipe with a max. 1-112" glass fiber pipe insulation
through a 1 hour wood floorlceiling assembly (Hilti FS-ONE Intumescent Firestop
Sealant)
F-C-5037 Max. 2" Steel/Copper pipe with a max. 3/4" AB/PVC (Armaflex) pipe
insulation through a 1 or 2 hour wood floor/ceiling assembly (Hilti FS-ONE
Intumescent Firestop Sealant)
F-C-7013 Max 4" Sheet Metal Duct (min 28 gauge) through a 1 hour wood
floorlceiling assembly (Hilti FS-ONE Intumescent Firestop Sealant)
F-e-80l4 HV AC Line-set, Max %" Steel/Copper/Steel eonduit, Max W'
PVCICPVC, Max 4/C No. 18 A WG Thermostat Wire, Max W' AB/PVC insulation
installed on one metallic pipe penetration through a 1 hour wood floorlceiling
assembly with 1 hour chase wall assembly (Hilti FS-ONE Intumescent Firestop
Sealant)
3) UL Systems - Block Wall Assemblies
W-L-l067 Max. 30" Steel/Cast Iron pipe, Max. 6" Copper/Steel Conduit, Max 4"
EMT through a 1 or 2 hour gypsum wall assembly (Hilti FS-ONE Intumescent
Firestop Sealant)
W -J-2108 Max. 2" PVC/CPVC pipe through a 1 our 2 hour gypsum wall assembly
(Hilti FS-ONE Intumescent Firestop Sealant)
W-J-504l Max. 4" Steel, Max. 2" Copper, Max. 4" Steel ConduitlEMT through a 1
or 2 hour gypsum wall assembly with max 3/4" thick AB/PVC (Armaflex) pipe
insulation (Hilti FS-ONE Intumescent Firestop Sealant)
~
Integrity
Commitment
Teamwork
~
Saving Lives through Innovation and Education
Firestop Submittal- Wood Frame-
Plumbing/Mechanical
(FS ONE)
W-J-5042 Max. 12" Steel, Max. 6" Copper, Max. 4" Steel Conduit/EMT through a
1 or 2 hour gypsum wall assembly with max 2" thick glass-fiber pipe insulation
(Hilti FS-ONE Intumescent Firestop Sealant)
W-J-8022 HV Ae Line-set Max 1" Copper pipe (max. qty. = 2), one copper pipe
may be insulated with max %" AB/PVC (Armaflex) pipe insulation, Max 4 pr. No.
18 A WG Thermostat Cable (Hilti FS-ONE Intumescent Firestop Sealant)
4) UL Systems - Gypsum Wall Assemblies
W-L-1054 Max. 30" Steel/Cast Iron pipe, Max. 6" eopperlSteel Conduit, Max 4"
EMT through a 1 or 2 hour gypsum wall assembly (Hilti FS-ONE Intumescent
Firestop Sealant)
W-L-2078 Max. 6" PVCIABS/FRPP/CPVC, Max. 4" PVDF pipe through a 1 or 2
hour gypsum wall assembly (Hilti CP 642/643 Firestop Collar)
W-L- 2128 Max. 2" PVCICPVC pipe through a I our 2 hour gypsum wall assembly
(Hilti FS-ONE Intumescent Firestop Sealant)
W-L-2377 Max 2" PVCICPVC BLAZEMASTERlFLOW GUARD GOLD Piping
system through a 1 or 2 hour gypsum wall assembly (Hilti FS-ONE Intumescent
Firestop Sealant)
W-L-5028 Max. 4" Steel, Max. 2" Copper, Max. 4" Steel Conduit/EMT through a I
or 2 hour gypsum wall assembly with max 3/4" thick AB/PVC (Armaflex) pipe
insulation (Hilti FS-ONE Intumescent Firestop Sealant)
W-L-5029 Max. 12" Steel, Max. 6" Copper, Max. 4" Steel Conduit/EMT through a
1 or 2 hour gypsum wall assembly with max 2" thick glass-fiber pipe insulation
(Hilti FS-ONE Intumescent Firestop Sealant)
W _ L-7040 Max. 24"x48" Sheet Metal Duct (Min 24 gauge) through a 1 or 2 hour
gypsum wall assembly (Hilti FS-ONE Intumescent Firestop Sealant)
W-L-7042 Max. 20" Spiral Wound Sheet Metal Duct (Min 24 gauge) or Max. 12"
Sheet Metal Duct (min 28 gauge) through a I or 2 hour gypsum wall assembly (Hilti
FS-ONE Intumescent Firestop Sealant)
W -L-8047 HV AC Line-set Max 1" Copper pipe (max. qty. = 2), one copper pipe
may be insulated with max %" AB/PVC (Armaflex) pipe insulation, Max 4 pr. No.
18 A WG Thermostat Cable (Hilti FS-ONE Intumescent Firestop Sealant)
Integrity
Commitment
Teamwork
~
~
Saving Lives through Innovation and Education
~
I::II5iIl
Firestop Submittal- Wood Frame-
Plum bing/Mechanical
(FS ONE)
5) Product Data, Material Safety Data Sheets, Product Certificate of Compliance:
Hilti FS-ONE Intumescent Firestop Sealant
Hilti CP 642/643 Firestop Collar
Saving Lives through Innovation and Education
Integrity
Commitment
Teamwork
~
UL/ cUL SYSTEM NO. CAJ1184
METAL PIPE THROUGH CONCRETE FLOOR/VALL DR BLOCK VALL
F RA lING = 3-HR.
T RA lING = O-HR.
SEClI[]N A-A
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I. CONCRETE FLO[)R OR VALL ASSEMBL Y (3-HR FIRE -RA lING).
A. LIGHTVEIGHT DR OMAL VEIGHT CllNCRETE FL(][)R OR VALL (MIN. 4-1/2' THICK).
B. PRECAST OIlLLIlV-COR[) C[]NCRETE FLOOR (MIN. 7-112' THICK).
C. ANY LL/ULC CLASSIFIED CONCRETE BLOCK VALL
2. PENETRA lING ITEM TO BE []NE [F THE FIl..LOVING.
A. MAXIMUM 10' NIlMINAL DIAMETER STEEL PIPE (SCHEDULE 10 DR HEAVIER).
B. MAXIMUM 10' MlMINAL DIAMETER CAST IRON PIPE.
C. MAXIMUM 4' NOMINAL DIAt€TER COPPER PIPE.
D. MAXIMUM 4' NOMINAL DIAMETER EMT DR STEEL CDNDUIT.
3. MINIMUM l' DEPTH HILlI FS-IH: INTUMESCENT FIRESTDP SEALANT FLUSH VITH TDP OR
BOTTDM [)f" FLO[]R. (SEE NIlTE N[)' 3 BELOV).
4. MINIMUM 112' CRO\!N HIL 1I FS-[]NE INTUMESCENT FIRESTIlP SEALANT APPLIED AT pmNT []F
C[]NT ACT.
NOTES I I. MAXIMUM DIAMETER [F IlPENING = 14' FOR tIIRMAL CDNCRETE, 7' FOR PRECAST {fIt. t
(HIlLLIlV CDR[) ClKRETE. 11'{~/'-'
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 3-1/4'.
3. MINIMUM l' DEPTH HILlI FS-[]NE INTUMESCENT FIRESTDP SEALANT IS REQUIRED []N BOTH
ON BDTH SIDES [J" A VALL ASSEMBLY.
4. VHEN PRECAST OIlLL V-C[R[) UNITS ARE USED, HIL 1I FS-ONE INTUMESCENT FIRESTDP
SEALANT SHALL BE INSTALLED FLUSH VITH LOVER SURF ACE OF FUIJR.
S. MINERAL vn MAY BE USED AS A BACKER FOR PR[)pER INST ALLA lION []f" FIRESTDP
SEALANT.
Sheet
1 of 1
Drawing No.
CAJ
1184k
C=JD[s~DQD
HIL TI, Inc.
T ulSQ, []klQhoMQ USA (918) 252-6000
Scale 1/8' = l'
Date AUGUST 31, 1999
FIRESTDP SYSTEMS
UL/cUL SYSTEM NO. C-BJ-5013
INSULATED METAL PIPE THROUGH HOLLO~-CORE CONCRETE FLOOR ASSEMBLY
f -RATING = 2-HR.
T -RATING = I-HR.
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SECTION A-A
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1. ANY UL/ULC CLASSIfIED PRE -CAST HOLLO'J CORE CONCRETE fLOOR ASSEMBL Y (MIN. 8' THICK)
(2-HR. fIRE -RATING).
2. PENETRATING ITEM TO BE ONE or THE fOLLO'JING I
A. MAXIMUM 4' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER).
B. MAXIMUM 4' NOMINAL DIAMETER COPPER PIPE.
3. NOMINAL I' THICKNESS GLASS-fIBER PIPE INSULATION.
4. MINIMUM I' THICKNESS MINERAL 'JOOL (MIN. 4 PCf DENSITY) TIGHTLY PACKED AND INSTALLED
fLUSH 'JITH THE BOTTOM SURfACE Of THE fLOOR.
S. MINIMUM I' THICKNESS MINERAL 'JOOL (MIN. 4 PCf DENSITY) TIGHTLY PACKED AND RECESSED
fROM THE TOP SURfACE or THE ASSEMBlY TO ACCOMMODATE fIRESTDP SEALANT.
6. MINIMUM 1/4' DEPTH HIL TI fS-ON[ INTUMESCENT fIRESTOP SEALANT.
7. MINIMUM 1/4' BEAD HILTI fS-ON[ INTUMESCENT fIRESTDP SEALANT AT POINT Of CONTACT.
NOTES I I. MAXIMUM DIAMETER or OPENING = 6'.
2. ANNl1.AR SPACE = MINIMUM 0', MAXIMUM 7/8'.
Sheet
1 of 1
JJra wing No.
CBJ
5013n
C=JDb~DGD
HIL TI, Inc.
T ulsn, Oklnhol'ln USA (918) 252-6000
Scale 118' = l'
Date
Aug. 9, 2002
FIRESTDP SYSTEMS
UL/cUL SYSTEM NO. F -C-1009
MET AL PIPE THROUGH 1-HR. DR 2-HR. \lOOD FLOOR ASSEMBL Y
F -RATING = 1-HR. DR 2-HR. L -RATING AT AMBIENT = LESS THAN 1 CFM/SQ. fT.
T -RA lING = 1-HR. DR 2-HR. L -RA lING AT 400.f = 4 CfM/SQ. fT.
TOP VIE'J SECTION A-A
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1. VmD fUllR/CEILING ASSEMBLY (UL/lLC CLASSIFIED L500 SERIES) (1-~. DR 2-~. FIRE -RATING)
(2-HR. SHIlVN).
2. LUMBER DR PL YVmD SUBFUIlR VITH FINISH FL[][]R [f LUMBER, PL Y\t'WD DR FL[)[]R TOPPING
MIXTURE.
3. HP PLATE.
4. GYPSUM VALL ASSEMBLY (1-HR. DR 2-HR. FIRE -RATING) (2-HR. SHIlVN).
S. PENETRATING ITEM T[] BE M IF THE nLL[]VING I
A. MAXIMUM 4' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 DR HEAVIER).
B. MAXIMUM 4' NIlMINAL DIAtETER CAST IRm PIPE.
C. MAXIMUM 4' tIlMINAL DIAMETER ClPPER PIPE.
D. MAXIMUM 4' tllMINAL DIAMETER STEEL CIlNOOIT.
E. MAXIMUM 4' tIlMINAL DIAMETER EMi.
6. MINIMUM 3/4' DEPTH HILTI fS-1H: INTUMESCENT FIRESTDP SEALANT, CP 601S ELASTDMERIC
FIRESTIF SEALANT, DR CP 606 FLEXIBLE nRESTIF SEALANT.
7. GENERDUS BEAD [f HILTI FS-DNE INTUMESCENT FIRESTDP SEALANT, CP 601S ELASTDMERIC
FIRESTIF SEALANT, DR CP 606 FLEXIBLE FIRESTlF SEALANT FLUSH VITH BIlTTDM SURF ACE IF
TOP PLATE.
tIlTES I 1. MAXIto DIAtl:TER IF IlPENING = S'.
2. ANNULAR SPACE = MINIttJM 0', MAXIMUM 3/4'.
3. L -RATINGS APPLY [J{. Y \/HEN HIL TI FS-~E INTUMESCENT
FIRESTDP SEALANT IS USED.
Sheet
1 of 1
C=JDb~DGD
HIL TI, Inc.
T ulsQ, OklQhoMQ USA (918) 252-6000
Scale 118' = l'
Date Feb. 19, 2002
FIRES TOP SYSTEMS
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1009M
UL/ cUL SYSTEM NO. f -C -1059
MET AL PIPE THROUGH 1-HR. OR 2-HR. WOOD FLOOR ASSEMBLY
F -RA lING = 1-HR. DR 2-HR.
T -RA lING = O-HR. DR 1/2-HR.
TOP VIEV
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1. VOOD FUI]R/CEILING ASSEMBL Y (UL/ULC CLASSIFIED LSOO SERIES) (1-HR. DR 2-HR.
FIRE -RA lING) (2-HR. SHDVN).
2. LUMBER DR PL YVOOD SUBF10DR VITH FINISH FL[][]R [If" LUMBER, PL YVOOD, DR FLOOR
TOPPING MIXTURE.
3. PENETRA lING ITEM TO BE ONE OF THE FDLLOVING I
A. MAXIMUM 6' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 40 DR HEAVIER).
B. MAXIMUM 6' NOMINAL DIAMETER CAST IRON PIPE.
C. MAXIMUM 6' NOMINAL DIAMETER STEEL CONDUIT.
D. MAXIMUM 4' NOMINAL DIAMETER EMT.
E. MAXIMUM 2' NOMINAL DIAMETER FLEXIBLE STEEL CONDUIT.
4. MINIMUM 3/4' DEPTH HIL 1I FS-DNE INTUMESCENT FIRES TOP SEALANT.
S. HIL 1I FS-ONE INTUMESCENT FIRESTOP SEALANT I
A. MINIMUM 5/8' DEPTH [If" SEALANT FDR A 1-HR. FIRE -RA lING.
B. MINIMUM 1-1/4' DEPTH [If" SEALANT FDR A 2-HR. FIRE -RA lING.
NOTES I 1. MAXIMUM DIAMETER [If" OPENING = 7-5/8'.
2. ANNULAR SPACE = MINIMUM 1/4', MAXIMUM 3/4'.
3. CHASE VALL (NOT SHDVN, OPlIONAL> - nE THRDUGH PENETRANT MAYBE ROUTED
THROUGH A 1-HR. DR 2-HR. FIRE -RATED GYPSUM CHASE VALL ASSEMBL Y.
Sheet
1 of 1
Bramg No.
Fe
l059f
C=JDD~DGD
HIL TI, Inc.
T ulSQ, OklQhOMQ USA (918) 252-6000
Scale 118' = l'
Date
Aug. 9, 2002
FIRES TOP SYSTEMS
UL SYSTEM NO. F-C-2081
PLASTIC PEX TUBING THROUGH 1-HR. OR 2-HR. WOOD FLOOR ASSEMBLY
F-RA TING = 1-HR. OR 2-HR.
T-RATING = 1-HR. OR 1-1/2-HR.
TOP VIEW
.....
A
I
I
I
I
I
I
I
I
I
I 1. WOOD FLOOR/CEILING ASSEMBLY (UL CLASSIFIED L500 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR.
SHOWN).
I 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD, OR FLOOR TOPPING
MIXTURE.
3. WOOD TOP PLATE.
I 4. GYPSUM WALL ASSEMBLY (UL CLASSIFIED U300 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN).
5. MAXIMUM 1" NOMINAL DIAMETER CROSS-LINKED POLYETHYLENE (PEX) SDR 9 TUBING (CLOSED OR
'1 VENTED PIPING SYSTEM).
6. MINIMUM 1/2" DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
7. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT.
l
SECTION A-A
In
o
In
o
c;
U
..-
co
o
N
U
1.1..
A
j
NOTES: 1. MAXIMUM DIAMETER OF OPENING = 1-1/2".
2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1/2".
C=JDb~DQD
FIRESTOP SYSTEMS
Sheet
1 of 1
Drawing No.
HIL TI, Inc.
Tulsa, Oklahoma USA (918) 252-6000
Date
Jan. 5,2005
Scale
Fe
2081c
5/32" = 1"
Saving Lives through Innovation and Education
UL SYSTEM NO. F-C-2126
PLASTIC PIPE STACK 'WITH BRANCH LINE THROUGH I-HR. OR 2-HR.
~OOD FLOOR ASSEMBLY
F -RATING = 1-HR. OR 2-HR.
T -RATING = 3/4-HR. OR 1 3/4-HR.
.....
.....
C'U
=
r--
C'U
co
=
..:
""
C'U
-<
C'U
L)
u...
A
A
SECTION A-A
BOTTOM VIE V
r
CD
~l
478
1. V[]OD FLOOR/CEILING ASSEMBL Y (UL CLASSIFIED L500 SERIES) (1-HR. OR 2-HR. FIRE -RATING)
(2-HR. SH[]VN).
2. LUMBER OR PL YVDDD SUBFLDDR VITH FINISH FLO~ or LUMBER, PL YVOOD, DR FLOOR TOPPING
MIXTURE.
3. V[]OD T[]P PLATE (ALS[] SEE N[]TE NO. 4 BEL[]V).
4. GYPSUM VALL ASSEMBLY (1-HR. OR 2-HR. FIRE -RATING) (2-HR. SHOVN).
5. MAXIMUM 3' NOMINAL DIAMETER ABS, PVC, [R CPVC PLASTIC BRANCH PIPE (VENTED SYSTEM)
(MAXIMUM DIAMETER OF OPENING = 3-112').
6. MAXIMUM 4' NllMINAL DIAMETER ABS, PVC, [R CPVC PLASTIC VENT PIPE (VENTED SYSTEM)
(MAXIMUM DIAMETER or OPENING = 5-112').
7. MINIMUM 3/4' DEPTH HIL TI FS-ONE INTUMESCENT FIREST[]P SEALANT.
8. MINIMUM 112' BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT.
NOTES I 1. ANNULAR SPACE FOR BRANCH PIPE = 0'.
2. ANNULAR SPACE FOR VENT PIPE = MINIMUM 0', MAXIMUM 1'.
3. PLASTIC PIPE MAYBE INSTALLED VITH CONTINUOUS POINT OF CONTACT.
4. VHEN ANNULAR SPACE IS 114' ([R LESS), DNL Y A MINIMUM 112' BEAD or HIL TI
rS-[]NE INTUMESCENT FIRESTOP SEALANT IS REQUIRED AT TOP PLATE AND SUBFLOOR,
COVERING ANNULAR SPACE.
5. HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT MAY BE INSTALLED VITHIN THE
SUBFLODR OR VITHIN THE ANNULAR SPACE or THE SOLE PLATE.
6. PVC AND ABS PIPE = SCHEDULE 40, CELLULAR DR SOLID C[]RE. CPVC PIPE = SDR 13.5.
C=JDb~DGD
HIL TI, Inc.
Tulsa, OklahOMa USA (918) 252-6000
Sheet 1 of 1
Scale 1/8' = l'
Do te Aug. 27, 2002
lJra wing No,
Fe
2126f
FIRESTDP SYSTEMS
UL SYSTEM NO. f -C-2127
PLASTIC PIPE THROUGH 1-HR. OR 2-HR. 'WOOD FLOOR ASSEMBLY
f -RATING = I-HR. OR 2-HR.
T-RATING = 3/4-HR. DR 1-3/4-HR.
I I I I
I I I I
I I I I
I I I I
A _-'_L_ _-'_L_ A
l --,-,- --,-,- j
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
...
"-'
=
......
C")
r-
=
c:i>
r-
"-'
ru
L)
u-
TOP VIEV
...
SECTION A-A
3 4
1. VmlD fLOOR/CEILING ASSEMBL Y (UL CLASSIfIED LSOO SERIES) (I-HR. OR 2-HR. fIRE -RATING)
(2-HR. SHOVN).
2. LUMBER OR PL YVOOD SUBfLOOR VITH fINISH fL[)[]R Of LUMBER, PL YV[][]D, OR fL[][]R TOPPING
MIXTURE.
3. VOOD TOP PLATE (ALSO SEE NOTE NO. 4 BELOV).
4. GYPSUM VALL ASSEMBL Y (I-HR. OR 2-HR. fIRE -RATING) (2-HR. SHOVN).
5. PENETRATING ITEM TO BE ONE [)f" THE fOLLOVING (ALSO SEE NOTE NO. 3 DELOV) I
A. MAXIMUM 4' NOMINAL DIAMETER PVC. P~ASTIC PIPE (CLOSED OR VENTED PIPING SYSTEM).
B. MAXIMUM 4' NOMINAL DIAMETER ABS PLASTIC PIPE (CLOSED OR VENTED PIPING SYSTEM).
C. MAXIMUM 4' NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM).
6. MINIMUM 3/4' DEPTH HIL TI fS-ONE INTUMESCENT fIRESTDP SEALANT.
7. MINIMUM 1/2' BEAD fS-ONE INTUMESCENT fIRESTOP SEALANT AT POINT Of CONTACT.
NOTES I 1. MAXIMUM DIAMETER [)f" DPENING = 5-1/2'.
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 1'.
3. PLASTIC PIPE MAY BE INSTALLED VITH CONTINJDUS POINT [)f" CONTACT.
4. VHEN ANNULAR SPACE IS 1/4' (OR LESS), MY A MINIMUM 1/2' BEAD Of HILTI
fS-ONE INTUMESCENT fIRESTDP SEALANT IS REQUIRED AT TOP PLATE AND SUBfLOOR,
COVERING ANNULAR SPACE.
5. HIL TI fS-ONE INTUMESCENT fIRESTOP SEALANT MAY BE INSTALLED VITHIN THE
SUBfLOOR OR VITHIN THE ANNUlAR SPACE or THE SOLE PLATE.
6. PVC AND ABS PIPE = SCHEDULE 40, CELLULAR DR SOLID CORE. CPVC PIPE = SDR 13.5.
Sheet
1 of 1
IJra "lno No.
Fe
2127 9
C=JDb~DGD
HIL TI, Inc.
T ulSQ, OklQhol'lQ USA (918) 252-6000
Scale 7/64' = l'
Date July 31, 2002
FIRESTDP SYSTEMS
UL SYSTEM NO. F -C -2160
PLASTIC PIPE THROUGH I-HR, OR 2-HR, 'WOOD FLOOR ASSEMBLY
F -RATING = 1-HR. DR 2-HR.
T -RATING = I-HR. OR 2-HR.
TOP VIE'J
SECTION A-A
-
<=>
~
-
(")
<=>
u
<=>
..0
Ki
u
.......
.....
.....
A
l
- - - r -1- - - - - - - - --
I I
I I
I I
I I
I I
I I
I I
I I
I I
"
A
j
1. 'JOOD FLOOR/CEILING ASSEMBLY (UL CLASSInED L500 SERIES) (1-HR. DR 2-HR. nRE -RATING)
(2-HR. SHOVN).
2. LUMBER DR PL YVOOD SUB FLOOR VITH nNISH FLOOR OF LUMBER, PL YVIlDD, OR FLOOR TOPPING
MIXTURE.
3. PENETRATING ITEM TO BE ONE OF THE HlLLOVING (ALSO SEE NllTE N[]. 3 BELOV) I
A. MAXIMUM 2' NOMINAL DIAMETER PVC PLASTIC PIPE (SCHEDULE 40) (CELLULAR DR SOLID
CORE> (CLOSED OR VENTED PIPING SYSTEM).
B. MAXIMUM 2' NOMINAL DIAMETER CPVC PLASTIC PIPE (SDR 13.5) (CLOSED PIPING SYSTEM
ONL Y).
4. MINIMUM 3/4' DEPTH HIL TI FS-ONE INTUMESCENT nRESTOP SEALANT.
5. HILTI FS-ONE INTUMESCENT nRESTOP SEALANT INSTALLED INTO ANNULAR SPACE TO nLL VOID
TO MAXIMUM EXTENT POSSIBLE.
NOTES I 1. MAXIMUM DIAMETER OF OPENING = 4'.
2. ANNULAR SPACE = MINIMUM 1/2', MAXIMUM 1-1/8'.
3. CHASE VALL (NOT SHOVN, OPTIONAL> - THE THROUGH PENETRANT MAYBE ROUTED
THROUGH A I-HR. OR 2-HR. nRE-RATED GYPSUM CHASE VALL ASSEMBLY.
Sheet
1 of 1
Bra wing No.
Fe
2160c
C=8D[s~DGD
FIRESTDP SYSTEMS
HIL TIJ Inc.
T ulsQJ OklQhol'lQ USA (918) 252-6000
Scale 5/32' = l'
Date
MQrch 14 J 2001
UL SYSTEM Nn f-C-2203
CLOSET FLANGE IN 1-HR. 'WOOD FLOOR/CEILING ASSEMBLY
f -RATING = 1-HR.
T -RATING = 1/2-HR.
C'U
=
C1'
C\J
M
=
d
("')
=
C'U
C\J
U
u...
CR[]SS- SECTI[]NAL VIEW'
.....
1. VllllD fLllllR/CEILING ASSEMBL Y (UL CLASSIfIED L500 SERIES) (l-HR. fIRE -RATING).
2. DRAIN PIPING AND 90. ELBllV Tll BE llNE llf THE fllLLllVING I
A. NllMINAL 4' DIAMETER PVC PLASTIC PIPE (SCHEDULE 40).
B. NllMINAL 4' DIAMETER ABS PLASTIC PIPE (SCHEDULE 40).
3. PVC DR ABS CLOSET fLANGE SIZED TO ACCOMMDDA TE DRAIN PIPE. CLOSET fLANGE SECURED
Tll PL YV[][]D SUBfLll[]R VITH STEEL SCREVS.
4. (NllT SHllVN). fUlOR MOUNTED VITRE[]US CHINA VATER CLllSET.
5. MINIMUM 3/4' DEPTH HIL TI fS-llNE INTUMESCENT fIRESTllP SEALANT.
NOTE I DIAMETER [)f OPENING T[] BE MAXIMUM 112' LARGER
THAN []UTSIDE DIAMETER Of CLOSET fLANGE.
Sheet
1 of 1
Ira ring No.
Fe
2203n
C=JD[s~D.
FIRESTDP SYSTEMS
HIL TI, Inc.
Tulsa, OklahoMa USA (918) 252-6000
Scale 7164' = l'
!kJte
Mnrch 29, 2002
UL SYSTEM NO. F -C -2204
PLASTIC PIPE THROUGH 1-HR. 'JooD FLOOR/CEILING ASSEMBL Y
F -RATING = I-HR.
T -RATING = 1/2-HR.
BOTTOM VIE\I
.....
SECTION A-A
.....
C\J
~
0'
C\J
('I)
~
d
....
~
C\J
C\J
U
L....
@
@
@
@
@
@
r
A
r----------,
I I
@ I I @
I
:@ 1
I I
L_________--.J A
1. \lOOD FlOOR/CEILING ASSEMBL Y (UL CLASSIFIED L500 SERIES) (I-HR. FIRE -RATING).
2. LUMBER DR PL Y'WOOD SUBFLODR 'WITH fINISH FLOOR OF LUMBER, PL Y'WOOD, DR FLOOR
TIlPPING MIXTURE.
3. MAXIMUM 1-1/2' NOMINAL DIAMETER PVC OR ABS PLASTIC PIPE (SCHEDULE 40) AND DRAIN
FITTINGS CEMENTED TOGETHER \11TH PVC DR ABS BATHTUB \lASTE/OVERF10\l FITTINGS.
4. 3/4' THICK PLY\IOOD PATCH SIZED TO OVERLAP MINIMUM 2' BEYOND EACH EDGE OF
RECT ANGULAR IlPENING. T\lO PIECES POSITIONED AROUND DRAIN PIPING \11TH CUT EDGES
TIGHTL Y BUTTED, AND SCRE'W A TT ACHED TO UNDERSIDE OF SUBFLDDR 'WITH 1-1/4' LONG
STEEL SCRE\lS (SPACED MAXIMUM 6' C/C). (SEE NOTE NO. 3 BELO\l).
5. MINIMUM 5/8' DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
6. MINIMUM 1/2' BEAD HIL TI FS-ONE INTUMESCENT FIRESTDP SEALANT APPLIED AT POINT OF
CONTACT.
NOTES I 1. MAXIMUM SIZE OF OPENING = 12' x 8'.
2. ANNULAR SPACE BET 'WEEN DRAIN PIPING AND PATCH = MINIMUM 0', MAXIMUM I'.
3. AS AN AL TERNA TE TO PL Y\lOOD, 5/8' THICK GYPSUM \lALL BIlARD MAYBE USED.
C=JD~~DGD
HIL Tt Inc.
Tulsa, OklahOMa USA (918) 252-6000
Sheet 1 of 1 Drawing No.
Scale 118' = l' Fe
Date Murch 29, 2002 22040.
FIRES TOP SYSTEMS
I FGG/=BM= 0'.
SYSTEM COMPATIBLE
Ul SYSTEM NO. f-C-2270
FLO'JGUARD GOLD ~ OR BLAZEMASTER ~ PIPE THROUGH
I-HR. 'J[][]D FL[][]R ASSEMBLY
F -RA lING = I-HR.
T -RA lING = I-HR.
BllTTllM VIE'J
....
r
A
SECTIllN A-A
....
v
=
~
=
u
=
.....
ru
ru
u
Lo..
1
A
I. 'JllllD fLllDR/CEILING ASSEMBL Y (UL CLASSIfIED L500 SERIES) (i-HR. fIRE -RA lING).
2. LUMBER DR PL Y'J[J]D SUBFLllllR 'JITH fINISH FU](]R []f" LUMBER, PL Y'JllllD, DR FLllllR
TllPPING MIXTURE.
3. 'JllllD TllP PLATE.
4. GYPSUM 'JALL ASSEMBLY (Ul/ULC CLASSIfIED U300 llR U400 SERIES) (I-HR. fIRE -RA lING).
5. PENETRA lING ITEM TO BE ONE OF THE FllLLO'JING (CLOSED OR VENTED SYSTEM) I
A. MAXIMUM 2' NOMINAL DIAMETER fLll'JGUARD GllLD ~ CPVC PIPE (SDR 11>.
B. MAXIMUM 2' NllMINAL DIAMETER BLAZEMASTER~ CPVC PIPE (SDR 13.5).
6. MINIMUM 3/4' DEPTH HIL 1I fS-llNE INTUMESCENT fIRESTllP SEALANT.
7. MINIMUM 1/2' BEAD HIL TI FS-llNE INTUMESCENT fIRESTllP SEALANT AT PllINT llf CllNTACT.
NOTES I 1. MAXIMUM DIAMETER llf llPENING = 3'.
2. ANNll.AR SPACE = MINIMUM 0', MAXIMUM 5/8'.
3. CPVC PIPE MAYBE INSTALLED 'JITH CllNTINUllUS PllINT []f" CllNT ACT.
FlowGuard Gold and BlazeMaster are registered tradeMarks of Noveon IP Holdings Corp.
FGG/BM is a tradeMark of Noveon IP Holdings Corp,
C=JDb~DaD
Sheet
1 of 1
Ora wing No.
Fe
2270c
HIL TI, Inc.
T ulsn, OklnhoMn USA (918) 252-6000
Scale 5/32' = l'
Date
Jan, 12, 2004
FIRESTDP SYSTEMS
I
I
I
I
I
I
I
I
I
I
I
I
UL SYSTEM NO. F-C-2310
MULTIPLE PLASTIC PEX TUBING THROUGH 1-HR. OR 2-HR. WOOD FLOOR
F-RATING = 1-HR. OR 2-HR.
T-RATING = 1-HR. OR 1-1/2-HR.
TOP VIEW
.....
A
SECTION A-A
LO
C>
LO
C>
..-
C>
.ri
o
M
N
U
U.
t
....
A
J
11. WOOD FLOOR/CEILING ASSEMBLY (UL CLASSIFIED LSOO SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR.
I SHOWN).
2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD, OR FLOOR TOPPING
MIXTURE.
3. WOOD TOP PLATE.
4. GYPSUM WALL ASSEMBLY (UL CLASSIFIED U300 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN).
5. MAXIMUM 1" NOMINAL DIAMETER CROSS-LINKED POLYETHYLENE (PEX) SDR 9 TUBING (CLOSED OR
VENTED PIPING SYSTEM) (MAXIMUM QUANTITY = 3).
6. MINIMUM 3/4" DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
NOTES: 1. MAXIMUM DIAMETER OF OPENING = 3".
2. ANNULAR SPACE BETWEEN TUBING AND OPENING = MINIMUM 3/16", MAXIMUM 1".
3. ANNULAR SPACE BETWEEN TUBING = MINIMUM 0", MAXIMUM 1/4".
~Db~DGD
FIRESTOP SYSTEMS
Sheet
1 of 1
Drawing No.
HIL TI, Inc.
Tulsa, Oklahoma USA (918) 252-6000
Date
Jan. 5, 2005
Scale
Fe
2310b
5/32" = 1"
Saving Lives through Innovation and Education
ULlcUL SYSTEM Ml rC5036
INSULA TED METAL PIPE THROUGH 1-HR. 'vIOOD FLOOR ASSEMBLY
r RATING = 1-HR.
T RA lING = 1-HR.
TOP VIE\I
.....
A~
I I
---1 r----------------------
I I
---1 r----------------------
___j L__________________~___
I I
___j L______________________
I I
I I
I I
A~
C7'
C7'
..0
~
U
..0
C")
=
Ln
U
Lo...
SECTION A-A
.....
1. VOOD rUlDR/CEILING ASSEMBL Y (UL/ULC CLASSIrIED L500 SERIES) (1-HR. rIRE -RA lING).
2. LUMBER OR PL YVOOD SUBrLOOR VITH rINISH rLOOR or LUMBER, PL YV[][)D, OR rLOOR
TOPPING MIXTURE.
3. PENETRATING ITEM TO BE ONE or THE rDLLOVINGI
A. MAXIMUM 2' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 DR HEAVIER).
B. MAXIMUM 2' NOMINAL DIAMETER COPPER PIPE.
4. MAXIMUM 1-112' THICK GLASS-rIBER PIPE INSULATION.
5. MINIMUM 3/4' DEPTH HIL TI rS-ONE INTUMESCENT rIRESTOP SEALANT.
6. MINIMUM 5/8' DEPTH HIL TI rS-ONE INTUMESCENT rIRESTOP SEALANT.
NOTES I 1. MAXIMUM DIAMETER [)f" OPENING = 6-5/8'.
2. ANNULAR SPACE = MINIMUM 1/2', MAXIMUM 1',
3, CHASE VALL (NOT SHDVN, OPTIONAL> THE THRIlUGH PENETRANT MAY
BE ROUTED THROUGH A 1-HR. rIRE -RATED GYPSUM CHASE VALL.
C==JD~~DGD
~t
1 of 1
lJra fling No.
Fe
5036c
HIL TI, Inc.
T ulSQ, OklQhoMQ USA (918) 252-6000
Scale 1/8' = l'
Date Dee. 16. 1999
FIRESTDP SYSTEMS
UL/cUL SYSTEM NO. r-C-5037
INSULATED METAL PIPE THROUGH 1-HR. ~OOD FLOOR ASSEMBLY
r -RA lING = I-HR. OR 2-HR.
T -RA lING = 1/ 4-HR. DR 1 3/4-HR.
TIlP VIEV
.....
I I I I
I I I I
I I I I
I I I I
-~-~------------------~-~-
A
l
-T-T------------------,-,-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION A-A
.....
.......
=
C1'
~
=
-d
,....
("')
=
If')
tJ
lL.
A
j
1. VOOD rLIIlR/CEILING ASSEMBL Y (UL/ULC CLASSIrIED L500 SERIES) (I-HR. OR 2-HR.
rIRE -RA lING) (2-HR. SHOVN).
2. LUMBER OR PL YV[](]D SUBrLOOR VITH rINISH rLOOR or LUMBER, PL YVOOD, OR rLOOR
TIlPPING MIXTURE.
3. PENETRA lING ITEM TO BE ONE or THE rDLLOVINGI
A. MAXIMUM 2' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 DR HEAVIER).
B. MAXIMUM 2' NOMINAL DIAMETER CIlPPER PIPE.
4. MAXIMUM 3/4' THICK AB/PVC rLEXIBLE rOAM INSULATION.
5. MINIMUM 3/4' DEPTH HIL 1I rS-ONE INTUMESCENT rIRESTOP SEALANT.
6. HILlI rS-DN[ INTUMESCENT rIRESTIlP SEALANT INSTALLED INTO ANNULAR SPACE TO
rILL VOID TO MAXIMUM EXTENT POSSIBLE.
NOTES I 1. MAXIMUM DIAMETER []f" OPENING = 5'.
2. ANNULAR SPACE = MINIMUM 1/2', MAXIMUM I'.
3. CHASE VALL (NOT SHDVN, [FTIONAU- THE THROUGH PENETRANT MAYBE
RWTED THROUGH A I-HR. DR 2-HR. rIRE -RATED GYPSUM CHASE VALL
C=JDb~DGD
Sheet
1 of 1
Drawing No.
HIL TI, Inc.
T ulsQ, OklQhol'lQ USA (918) 252-6000
Scale liB' = l'
])a te
Jun. 29, 2001
Fe
5037d
FIRESTDP SYSTEMS
ULI cUL SYSTEM NO. FC7013
METAL DUCT (~ITHOUT DAMPER) THROUGH 1-HR. ~OOD FLOOR ASSEMBLY
F RATING = 1-HR
T RATING = O-HR
TOP VIE"
....
A~
I I
---, ~----------------------
I I
---, ~----------------------
o
___J L______________________
I I
___J L______________________
I I
I I
I I
A~
0'
C1'
M
=
C1'
=
..si
~
=
r--
u
Lo...
SECTION A-A
.....
1. 'JDDD FLDDR/CEILING ASSEMBL Y (UL/ULC CLASSIFIED L500 SERIES) (1-HR. FIRE -RATING).
2. LUMBER OR PL Y'JDDD SUBFLDDR 'JITH FINISH FUIlR OF LUMBER, PL Y'JOOD, OR FLOOR
TOPPING MIXTURE.
3. MAXIMUM 4' NOMINAL DIAMETER SHEET METAL DUCT (MINIMUM 28 GAUGD.
4. MINIMUM 3/4' DEPTH HIL TI FS-ONE INTUMESCENT FIRESTDP SEALANT.
5. MINIMUM 5/8' DEPTH HIL TI FS-ONE INTUMESCENT FIRESTDP SEALANT.
NOTES I 1. MAXIMUM DIAMETER IF OPENING = 5'.
2. ANNll.AR SPACE = MINIMUM 114', MAXIMUM 3/4'.
C=8Db~DGD
Sheet
1 of 1
Drawing No.
FC
7013b
HIL TI, Inc.
T ulsQ, DklQhoPlQ USA (918) 252-6000
Scale 1/8' = l'
FIRESTOP SYSTEMS
Date SEPT, 3, 1999
UL/ cUL SYSTEM NO. FC8014
MULTIPLE PENETRATIONS THROUGH I-HR. WOOD FLOOR ASSEMBLY
r RA lING = I-HR.
T RA lING = I-HR.
TOP VIEV
.....
I I I I
I I I I
A I I I I A
_1_1_- __I_I-
t -1-1-- --1-1- j
I I ~ I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
0\
0\
M
o
0\
q
l%l
~
.....
o
CD
U
u..
SECTION A-A
.....
2 4
1. VOOD FLOOR/CEILING ASSEMBL Y (UL/ULC CLASSIFIED L500 SERIES) (I-HR FIRE -RA lING).
2. GYPSUM VALL ASSEMBL Y (I-HR. FIRE -RATING).
3. METALLIC PIPE PENETRATIONS TO INCLUDE ANY OF THE FOLLOVING (MAX.
QTY. =2, ONE 3/4' DIA. AND ONE 1/2' DIA.>a
A. MAXIMUM 3/4' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 5 OR THINNER).
B. MAXIMUM 3/4' NOMINAL DIAMETER COPPER PIPE.
C. MAXIMUM 3/4' NDMINAL DIAMETER STEEL CONDUIT.
D. MAXIMUM 3/4' NOMINAL DIAMETER EMT.
4. MAXIMUM 112' NOMINAL DIAMETER PVC/CPVC PLASTIC PIPE (MAX. QTY. = 1>.
5. MAXIMUM 4/C NO. 18 AVG THERMOSTAT CABLE (MAX. QTY. = 2).
6. MAXIMUM 1/2' THICK AB/PVC INSULATION MAY BE INSTALLED ON ONE METALLIC PIPE.
7. MINIMUM 3/4' DEPTH HILTI FS-ONE INTUMESCENT FIRESTDP SEALANT.
NDTES I 1. MAXIMUM DIAMETER Of OPENING = 3'.
2. PIPES AND CABLES TO BE BUNDLED TOGETHER.
3. ANNlLAR SPACE = MINIMUM 1/4', MAXIMUM 3/4'.
C=JDb~DGD
She~t
1 of 1
Ora ring No.
HIL TI, Inc.
Tulsa, OklahOMa USA (918) 252-6000
Fe
8014b
FIRESTDP SYSTEMS
Sca{~ 7/64' = l'
JJat~
SEPT. 3, 1999
Ul/cUL SYSTEM NO. V-J-1067
MET AL PIPE THROUGH i-HR. DR 2-HR. CONCRETE 'vi ALL
OR CONCRETE BLOCK ~ALL ASSEMBLY
F -RA lING = 1-HR. DR 2-HR. L -RA lING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.
T -RA lING = O-HR. L -RA lING AT 400' f = 4 CfM/SQ. fT.
fRONT VIEV SECTION A-A
T T
A <l==;I
C\J
e:>
er-
e:>
~
oj
r-
-.D
e:>
""'i
:;:.
A <::>=dI
1. CONCRETE VALL ASSEMBL Y (1-HR. OR 2-HR. fIRE -RA lING) I
A. LIGHTVEIGHT OR NORMAL VEIGHT CONCRETE VALL (MIN. 3-3/4' THICK, FDR 1-HR. FIRE-
RA lING).
B. LIGHTVEIGHT DR NORMAL VEIGHT CONCRETE VALL (MIN. 5' THICK, fOR 2-HR. FIRE -RA lING).
C. ANY Ul/UlC CLASSIFIED CONCRETE BLOCK VALL.
2. PENETRA lING ITEM TO BE ONE Of THE fDLLOVING I
A. MAXIMUM 30' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 DR HEAVIER).
B. MAXIMUM 30' NOMINAL DIAMETER CAST IRON PIPE.
C. MAXIMUM 6' NOMINAL DIAMETER COPPER PIPE.
D. MAXIMUM 6' NOMINAL DIAMETER STEEL CONDUIT.
E. MAXIMUM 4' NOMINAL DIAMETER EMT.
3. MINIMUM 5/8' DEPTH HIL 1I FS-ONE INTUMESCENT FIRESTDP SEALANT.
4. MINIMUM 1/2' BEAD HIL 1I rS-ONE INTUMESCENT FIRESTDP SEALANT AT PDINT or CONTACT.
NOTES I I. MAXIMUM DIAMETER []f OPENING = 32-114'.
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 2-1/4'.
3. PIPE MAY BE INSTALLED VITH CONTINUOUS PDINT []F CDNTACT.
4. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45' fROM PERPENDICULAR.
C=JD~~DGD
Sheet 1 of 1
Scale 3/16' = l'
Date
Dee. 9, 2002
JJra wing No.
'JJ
l067e
HIL Tt Inc.
T ulsQ, OklQhOI'lQ USA (918) 252-6000
FIRESTDP SYSTEMS
UL SYSTEM NO. V-J-2108
PLASTIC PIPE THROUGH CONCRETE ~ALL OR BLOCK ~ALL ASSEMBLY
F -RATING = 1-HR. DR 2-HR.
T -RATING = O-HR.
FRONT VIEV
SECTION A-A
C\J
~
r-
-
r-
~
~
~
-
C\J
-,
:>
.....
.....
A~
(}
A~
1. CONCRETE VALL ASSEMBL Y (1-HR. OR 2-HR. F"IRE -RATING) (2-HR. SHOVN) I
A. LIGHTVEIGHT DR NORMAL VEIGHT CONCRETE VALL ASSEMBL Y (MIN. 4-3/4' THICK).
B. ANY UL CLASSIF"IED CONCRETE BLOCK VALL.
2. <DPTIONAU. MAXIMUM 3-1/2' NOMINAL DIAMETER SHEET METAL SLEEVE (MIN. 28. GA) VITH
MINIMUM 1-1/4 LAP ALONG LONGITUDINAL SEAM.
3. PENETRATING ITEM TO BE ONE or THE FIl..LOVING (ALSO SEE NOTE NO.3 BELOV) I
A. MAXIMUM 2' NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOLID CORD.
B. MAXIMUM 2' NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM ONL Y).
4. HIL TI FS-ONE INTUMESCENT F"IREST(P SEALANT I
A. MINIMUM 5/8' DEPTH or SEALANT FOR A 1-HR. F"IRE -RATING.
B. MINIMUM 1-1/4' DEPTH OF SEALANT FOR A 2-HR. F"IRE -RATING.
NOTES I 1. MAXIMUM DIAMETER or OPENING = 3-1/2'.
2. ANNULAR SPACE = MINIMUM 1/4', MAXIMUM 11/16'.
3. CLOSED DR VENTED PIPING SYSTEMS. (PVC = SCHEDll.E 40, CPVC = SDR 13.5).
C=JDb~DGD
HIL TI, Inc.
T ulsn, Ilklnhol'ln USA (918) 252-6000
Sheet 1 of 1
Scale 3/16' = l'
FIRESTOP SYSTEMS
Dote July 17, 2002
Drawing No.
'JJ
210Sn
UL/cUl SYSTEM NO. V-J-5041
INSULATED METAL PIPE THROUGH i-HR. OR 2-HR. CONCRETE
WALL OR BLOCK WALL ASSEMBLY
F' -RA lING = I-HR. DR 2-HR.
T -RA lING = 3/4-HR.
BOTTDM VIEV
.....
A <l===g
SECTI[)N A-A
"<t"
=
"<t"
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=
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~
=
If')
-.J
~
A~
1. CONCRETE VALL ASSEMBL Y (I-HR. DR 2-HR. F'IRE -RA lING) (2-HR. SHOVN) I
A. LIGHTVEIGHT DR NORMAL 'WEIGHT CDNCRETE VALL (MINIMUM 3-3/4' THICK, F'DR
I-HR. F'IRE -RA lING).
B. LIGHTVEIGHT DR NORMAL VEIGHT CONCRETE VALL (MINIMUM 5' THICK, FOR 2-HR.
F'IRE -RA lING).
C. ANY ULI cUl. CLASSIF'IED CONCRETE BLDCK VALL.
2. PENETRA lING ITEM TD BE llNE (]f' THE F'DLLDVING I
A. MAXIMUM 4' NllMINAL DIAMETER STEEL PIPE (SCHEDULE 40 DR HEAVIER).
B. MAXIMUM 2' NDMINAL DIAMETER CDPPER PIPE DR COPPER TUBING.
3. NllMINAL 3/4' THICK AB/PVC F'LEXIBLE F'DAM PIPE INSULA lIllN.
4. MINIMUM 5/8' DEPTH HIL 1I FS-DNE INTUMESCENT F'IRESTDP SEALANT.
5. MINIMUM 1/2' BEAD HIL 1I FS-llNE F'IRESTllP SEALANT APPLIED AT pmNT DF' CDNTACT.
NDTES I I. MAXIMUM DIAMETER (]f' DPENING = 7-1/2'.
2. ANNlI..AR SPACE = MINIMUM 0', MAXIMUM 1-1/2'.
Sheet
1 of 1
Drawing No.
C=JD[s~DGD
FIRESTDP SYSTEMS
HIL TI, Inc.
T ulsnl DklnhoMn USA (918) 252-6000
Scale 3/16' = l'
JJo.te June 14, 2004
'WJ
5041f
UL/cUL SYSTEM NO. V-J-5042
INSULA TED METAL PIPE THROUGH 1-HR. DR 2-HR. CONCRETE 'J ALL
OR CONCRETE BLOCK VALL ASSEMBLY
F -RA lING = I-HR. OR 2-HR.
T -RATING = 1I2-HR., 3/4-HR., I-HR., l-1I2-HR. (SEE UL FIRE RESISTANCE DIRECTORY)
L -RA lING AT AMBIENT = 4 CFM/SQ. FT.
L -RATING AT 400. F = LESS THAN 1 CFM/SQ. FT.
FRONT VIEV SECTION A-A
T T
A <}===g
A <:>=II
v
=
v
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=
a)
N
V
=
In
-,
~
1. CONCRETE FLOOR OR VALL ASSEMBL Y (I-HR. OR 2-HR. FIRE -RA lING) (2-HR. SHOVN) I
A. LIGHTVEIGHT DR NORMAL VEIGHT CONCRETE FLOOR DR VALL (MINIMUM 3-3/4'
THICK, FOR I-HR. FIRE -RATING).
B. LIGHTVEIGHT OR NORMAL VEIGHT CONCRETE VALL (MINIMUM 5' THICK, FOR 2-HR.
FIRE -RATING).
C. ANY ULI cUL CLASSIFIED CONCRETE BLOCK VALL.
2. PENETRA lING ITEM TO BE ONE OF THE FOLLOVING I
A. MAXIMUM 12' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER).
B. MAXIMUM 6' NOMINAL DIAMETER COPPER PIPE DR COPPER TUBING.
3. NOMINAL 2' THICK GLASS-FIBER PIPE INSULATION.
4. MINIMUM 5/8' DEPTH HILlI FS-DNE INTMESCENT FIRESTOP SEALANT.
5. MINIMUM 1/2' BEAD HILTI FS-DNE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT.
NOTES I 1. MAXIMUM DIAMETER OF OPENING = 18'.
2. ANNlLAR SPACE = MINIMUM 0', MAXIMUM 1-112'.
C=JD~~DGD
Sheet
1 of 1
lJra wing No.
\JJ
5042e
HIL TI, Inc.
Tulsa, OklahOMa USA (918) 252-6000
Scale, 118' = l'
Da te June 14, 2004
FIRESTDP SYSTEMS
UL/cUL SYSTEM NO. V-J-8022
HVAC LINE SET THROUGH CONCRETE DR CONCRETE BLOCK ~ALL ASSEMBLY
r -RA lING = 1-HR. AND 2-HR.
T -RA lING = O-HR.
rRONT VIEV
......
A <J:==u
A <:>=II
SEClION A-A
N
C>
~
-
C>
-
d
N
N
C>
co
..,
:>
......
1. CONCRETE VALL ASSEMBL Y (1-HR. [R 2-HR. rIRE -RA lING) I
A. LIGHTVEIGHT DR NORMAL VEIGHT CONCRETE VALL (MIN. 4-3/4' THICK, rOR A 1-HR.
rIRE -RA lING).
B. LIGHTVEIGHT DR NORMAL VEIGHT CONCRETE VALL (MIN. 6' THICK, rOR A 2-HR.
rIRE -RA lING).
C. ANY UL/ULC CLASSIrIED CONCRETE BLOCK VALL.
2. MAXIMUM l' NIlMINAL DIAMETER COPPER PIPE (MAXIMUM QUANTITY = 2).
3. NOMINAL 3/4' THICK AB/PVC PIPE INSULA lION INSTALLED ON ONE COPPER PIPE.
4. MAXIMUM 4 PAIR NO. 18 AVG THERtIlSTAT CABLE VITH PVC JACKET.
5. HIL 1I rS-ONE INTUMESCENT rIRESmp SEALANT I
A. MINIMUM 5/8' DEPTH Dr SEALANT rOR A 1-HR. rIRE -RA lING.
B. MINIMUM 1-1/4' DEPTH IT SEALANT nlR A 2-HR. rIRE -RA lING.
6. MINIMUM 1/2' BEAD HIL 1I rS-ONE INTUMESCENT rIRESTDP SEALANT AT pmNT Dr CONTACT.
NOTES I 1. MAXIMUM DIAMETER IT OPENING = 4-1/2'.
2. ANNULAR SPACE BETVEEN PENETRANTS AND PERIPHERY
Dr OPENING = MINIMUM 0', MAXIMUM 1-1/4'.
3. ANNULAR SPACE BETVEEN PENETRANTS = 0'.
c=JD[s~DGD
HIL TL Inc.
T ulsnl DklnhoMn USA (918) 252-6000
Sheet 1 of 1 Drawing No.
Scale 1/4' = l' 'J J
Date Oct. 16, 2002 80220
FIRESTDP SYSTEMS
UL/cUL SYSTEM NO. \I-L -1054
MET AL PIPE THROUGH I-HR. OR 2-HR. GYPSUM 'J ALL ASSEMBLY
r -RATING = I-HR. DR 2-HR.
T -RA lING = O-HR'
L -RA lING AT AMBIENT = LESS THAN 1 CrM/SQ. rT.
L -RATING AT 400.r = 4 CrM/SQ. rT.
FRONT VIE\I SECTION A-A
~ ~
(\J
=
..0
~
0-
'V
If')
=
.....
....J
=-
A~
A~
I. GYPSUM \lALL ASSEMBLY (UL/ULC CLASSIrIED U300 DR U400 SERIES) (I-HR. DR 2-HR.
rIRE -RATING) (2-HR. SHll\lN).
2. (NDT SHD\lN). \lDDD STUDS TD CDNSIST [)f" NOMINAL 2' x 4' LtlMBER. STEEL STUDS TD
BE MINIMUM 2-1/2' \lIDE.
3. PENETRATING ITEM TD BE IJNE [)f" THE rDLLD\lING I
A. MAXIMUM 30' DIAMETER STEEL PIPE (SCHEDll.E 10 DR HEAVIER).
B. MAXIMUM 30' DIAMETER CAST IRDN PIPE.
C. MAXIMUM 6' NOMINAL DIAMETER CDPPER PIPE.
D. MAXIMUM 6' NOMINAL DIAMETER STEEL CDNDUIT.
E. MAXIMUM 4' NDMINAL DIAMETER EMT.
4. MINIMUM 5/8' DEPTH HIL TI rS-DNE INTUMESCENT rIRESTDP SEALANT.
S. MINIMUM 1/2' BEAD HIL TI rS-DNE INTUMESCENT rIRESTllP SEALANT AT pmNT Dr CDNTACT.
NDTES I 1. MAXIMUM DIAMETER Dr DPENING I
A. 32-1/4' rDR STEEL STUD \lALLS.
B. 14-1/2' rDR \lDOD STUD \I ALLS.
2. ANNlLAR SPACE = MINIMUM 0', MAXIHUH 2-1/4'.
3. PIPE MAY BE INSTALLED \11TH CONTINUIlIS POINT OF CONTACT.
4. PIPE MAYBE INSTALLED AT AN ANGLE NlT GREATER THAN 45.
rRDM PERPENDICULAR.
C=JDb~DGD
HIL TI, Inc.
T ulsQ, DklQhorlQ USA (918) 252-6000
Sheet 1 of 1
Scale 7/32' = l'
Date
Nov, 6, 2002
Ora wing No.
'JL
l054q
FIRES TOP SYSTEMS
A~
I. GYPSUM' VALL ASSEMBL Y (UL CLASSIfIED U300 OR U400 SERIES) (I-HR. OR 2-HR. fIRE -RATING)
(2-HR. SHOVN).
2. (NOT SHOVN). VOOD STUDS TO CONSIST Of" NOMINAL 2' x 4' LUMBER. STEEL STUDS TO BE
MINIMUM 2-1/2' VIDE,
3. PENETRATING ITEM TO BE ONE or THE f"OLLOVING (ALSO SEE NOTE NO. 3 BELOV) I
A. MAXIMUM 6' NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOUD CORD.
B. MAXIMUM 6' NOMINAL DIAMETER ABS PLASTIC PIPE (CELLULAR OR SOLID CORD.
C. MAXIMUM 6' NOMINAL DIAMETER f"RPP PLASTIC PIPE.
D. MAXIMUM 6' NOMINAL DIAMETER CPVC PLASTIC PIPE.
E. MAXIMUM 4' NOMINAL DIAMETER PVDf" PLASTIC PIPE.
4. SEE NOTE NO. 1 BELOV.
5. HIL TI CP 642 OR HIL TI CP 643 fIRESTOP COLLAR (SEE TABLE BELOV).
6. f" ASTEN EACH MOUNTING TAB TO VALL ASSEMBL Y VITH APPRDPRIA TE HIL TI ANCHORS.
I to4. PIPE DIA. II PRDHT JESCRIP~ II Nl IF tlDTJtIj TABS II MAX. KLE SIZE
1-112' CP 643 SO/lS' 2 2-118'
2' CP 643 63/~ 2 2-5/8'
3' CP 643 90/3' 3 4'
4' CP 643 UO/4' 3 5'
6' CP 642 160/6' 6 7'
f"RONT VIEV
....
A <J===g
NOTES I I. TO IMPEDE COLD SMOKE, PROVIDE 114' DEPTH HIL TI f"S-ONE INTUMESCENT
fIRESTOP SEALANT IN ANNULAR SPACE AROUND PLASTIC PIPE.
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 1/2'.
3. CLOSED DR VENTED PIPING SYSTEMS. (PVC, ABS, f"RPP = SCHEDULE 40,
CPVC = SDR 17, AND PVDr = SDR 32.5).
C=JD~~DGD
Sheet 1 of 1
Scale 118' = l'
Date Oct. 9, 2003
FIRES TOP SYSTEMS
HIL TI, Inc.
T UlSQI OklQhOMQ USA (918) 252-6000
C'?
=
CJ"
=
CJ"
=
~
CD
r--
=
C\J
--.J
~
Bra wing No.
'JL
2078j
Ul SYSTEM NO. V-L -2128
PLASTIC PIPE THROUGH GYPSUM ~ALL ASSEMBLY
f -RATING = 1-HR. AND 2-HR.
T -RATING = O-HR.
....
....
M
=
......
=
~
=
oJ
co
C'U
.-
(\J
-l
~
fRONT VIEV
SECTIDN A-A
A~
~
A~
1. GYPSUM V ALL ASSEMBLY (UL CLASSIfIED U300 OR U400 SERIES) (1-HR. OR 2-HR. fIRE -RATING)
(2-HR. SHOVN).
2. (NOT SHOVN). VOOD STUDS TO CONSIST [)f NOMINAL 2' x 4' LUMBER. STEEL STUDS TO BE
MINIMUM 2-1/2' VIDE.
3. OPTIONAL I SHEET METAL PIPE SLEEVE (MAXIMUM 3-1/2' DIAMETER, MINIMUM 28 GA. THICKNESS,
VITH MINIMUM 1-1/4' LAP ALONG LONGITUDINAL SEAM).
4. PENETRATING ITEM TO BE ONE Of THE fDLLOVING I
A. MAXIMUM 2' NOMINAL DIAMETER PVC PLASTIC PIPE (SCHEDULE 40) (CELLUlAR OR SOLID
CORE> (CLOSED OR VENTED PIPING SYSTEM). .
B. MAXIMUM 2' NOMINAL DIAMETER CPVC PLASTIC PIPE (SDR 13.5) (CLOSED PIPING SYSTEM
ONL Y).
5. HIL TI fS-DNE INTUMESCENT fIRESTOP SEALANT I
A. MINIMUM 5/8' DEPTH [)f SEALANT fOR A 1-HR. fIRE -RATING.
B. MINIMUM 1-1/4' DEPTH [)f SEALANT fDR A 2-HR. fIRE -RATING.
NOTES I 1. MAXIMUM DIAMETER [)f OPENING = 3-1/2'.
2. ANNULAR SPACE = MINIMUM 1/4', MAXIMUM 11/16'.
3. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER
THAN 45' fROM PERPENDICULAR.
Sheet
1 of 1
Bra fling No.
C=JDb~D~
FIRESTOP SYSTEMS
HIL TI, Inc.
Tulsa, OklahOMa USA (918) 252-6000
Scale 7/32' = l'
Date April 7, 2003
'vIL
2128e
UL SYSTEM NO. V-L -2377
FLOW'GUARD GOLD~ OR BLAZEMASTER~ PIPE THROUGH 1-HR.
OR 2-HR. GYPSUM "'ALL ASSEMBLY
r -RA lING = 1-HR. DR 2-HR.
T -RA lING = I-HR. OR 2-HR.
L -RA lING AT AMBIENT = LESS THAN 1 CrH/SQ. rT.
L-RA lING AT 400.f = 4 CfM/SQ. fT.
I FGG/=BM= 0'.
SYSTEM C_PATIBLE
v
=
g:j
=
..0
r-
r-
M
ru
-l
~
FRONT VIEV
.....
SEClION A-A
.....
A~
A <J:=;lI
1. GYPSUM VALL ASSEMBL Y (UL CLASSIFIED U300 OR U400 SERIES) (l-HR. OR 2-HR. FIRE-
RATING) (2-HR. SHDVN).
2. (NOT SHOVN). VOOD STUDS TO CONSIST OF NOMINAL 2' x 4' LUMBER. STEEL STUDS TO BE
MINIMUM 2-1/2' VIDE.
3. PENETRATING ITEM TIl BE ONE OF THE FOLLIlVING (CLOSED PIPING SYSTEM ONL Y) I
A. MAXIMUM 2' NIlMINAL DIAMETER FLOVGUARD GOLD ~ CPVC PIPE (SDR 11>.
B. MAXIMUM 2' NOMINAL DIAMETER BLAZEMASTER~ CPVC PIPE (SDR 13.5).
4. HIL TI FS-DNE INTUMESCENT FIRESTIlP SEALANT I
A. MINIMUM 5/8' DEPTH OF SEALANT FIlR A 1-HR. FIRE -RATING.
B. MINIMUM 1-1/4' DEPTH OF SEALANT FOR A 2-HR. FIRE -RA lING.
S. MINIMUM 1/2' BEAD HILTI FS-IlNE INTUMESCENT FIRESTIlP SEALANT AT POINT OF CIlNTACT.
NIlTES I 1. DIAMETER [F IlPENING TO BE 1-1/4' TO 2-1/2'
LARGER THAN IlUTSIDE DIAMETER OF CPVC PIPE.
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 1-1/4'.
FlowGuo.rd Gold o.nd Blo.zeMo.ster o.re registered tro.deMo.rks of Noveon IP Holdings Corp,
FGG/BM Is 0. tro.deMo.rk of Noveon IP Holdings Corp,
Sheet
1 of 1
Drawing No.
'JL
2377b
C=JDD~D~
FIRESTDP SYSTEMS
HIL TL Inc.
T UlSQI DklQhor\Q USA (918) 252-6000
Scale 118' = l'
Date Jo.n, 12, 2004
UL/cUL SYSTEM NO. V-L -5028
INSULA TED METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM 'J ALL ASSEMBLY
F -RA lING = I-HR. OR 2-HR.
T -RATING = 3/4-HR.
FRONT VIEV
SECTION A-A
.....
A~
...
OJ
<=>
<=>
;::::
=
.s:
00
OJ
<=>
If')
....J
:::-
A~
1. GYPSUM VALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR.
(FIRE -RA lING) (2-HR. SHOVN).
2. (NOT SHOVN). V[][]D STUDS TO CONSIST OF NOMINAL 2' x 4' LUMBER. STEEL STUDS
TO BE MINIMUM 2-1/2' VIDE.
3. PENETRA lING ITEM TO BE ONE OF THE FOLLOVING I
A. MAXIMUM 4' NOMINAL DIAMETER STEEL PIPE (SCHEDULE 40 OR HEAVIER).
B. MAXIMUM 2' NOMINAL DIAMETER COPPER PIPE.
C. MAXIMUM 4' NOMINAL DIAMETER EMT.
D. MAXIMUM 4' NOMINAL DIAMETER STEEL CONDUIT.
4. NOMINAL 3/4' THICK ABIPVC FLEXIBLE FOAM PIPE INSULA lION.
5. MINIMUM 518' DEPTH HIL 1I FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT.
6. MINIMUM 1/2' BEAD HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT.
NOTES I 1. MAXIMUM DIAMETER or OPENING = 7-1/2'.
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 1-1/2'.
C=8Db~DGD
HIL HI Inc.
T ulsQI OklQhoMQ USA (918) 252-6000
FIRESTOP SYSTEMS
Sheet
1 of 1
Scal~ 3/16' = l'
Dat~ July 10. 2002
IJra wing No.
\JL
5028h
UL/cUL SYSTEM NO. 'J-L -5029
INSULA TED METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM \J ALL ASSEMBLY
v RATING = 1-HR. AND 2-HR.
T-RATING = 1/2-HR., 3/4-HR., 1-HR., AND 1-3/4 HR. (SEE U.L. rIRE RESISTANCE DIRECT[]RY)
L -RATING AT AMBIENT = 4 CVM/SQ. fT.
L -RATING AT 400'V = LESS THAN 1 CfM/SQ. VT.
rRIlNT VIE'J SECTIDN A-A
.....
A~
A~
.....
=
=
OJ
OJ
CT'>
=
--;
CT'>
OJ
=
If')
--'
~
1. GYPSUM 'JALL ASSEMBLY (UL/ULC CLASSIrIED U300 DR U400 SERIES) (l-HR. DR 2-HR. VIRE-
RATING) (2-HR. SHllVN).
2. (NIlT SHDVN). \IIIID STUDS T[] CIlNSIST []V to1INAL 2. x 4. LUMBER. STEEL STUDS T[] BE
MINIMUM 2-1/2. VIDE.
3. PENETRATING ITEM T[] BE IlNE []V THE VIlLL[]VING I
A. MAXIMUM 12. NIlMINAL DIAMETER STEEL PIPE (SCHEDlLE 20 DR HEAVIER).
B. MAXIMUM 6. NJMINAL DIAMETER CIFPER PIPE.
C. MAXIMUM 4. NlMINAL DIAMETER STEEL CIlNDUIT.
D. MAXIMUM 4. NDMINAL DIAMETER EMT.
4. MAXIMUM 2. THICK GLASS-VIBER PIPE INSULA TIIlN.
5. MINIMUM 5/S. DEPTH HIL TI VS-[K HIGH PERVIlRMANCE INTUMESCENT VIREST[]P SEALANT.
6. MINIMUM 1/2. BEAD HILTI VS-[]N[ HIGH PERHlRMANCE INTUMESCENT VIREST[]P SEALANT AT
PDINT [)f" C[]NT ACT.
~TES I 1. MAXIMUM DIAMETER [)f" OPENING = 18'.
2. ANtU..AR SPACE = MINIMlI4 lr, MAXIMUM 1-7/S..
C=JDb~DGD
Sheet
1 of 1
Ora mg No.
'JL
5029j
HIL Tt Inc.
T ulSQ, DklQhOMQ USA (918) 252-6000
Scale liB' = l'
Date
Sept. 22, 2000
FIRESTOP SYSTEMS
A~
1. GYPSUM VALL ASSEMBLY (UL/ULC CLASSIFIED U300 DR U400 SERIES VALL> (1-HR. DR 2-HR.
FIRE -RATING) (2-HR. SHOVN).
2. (NOT SHDVN). V[][]D STUDS TO CONSIST Of NOMINAL 2' x 4' LUMBER. STEEL STUDS TO BE
MINIMUM 2-1/2' VIDE.
3. RECTANGULAR SHEET METAL DUCT (MAXIMUM SIZE I 24' x 48', MINIMUM 24 GA. THICKNESS).
(NOTE I NOT fDR USE IN DUCT SYSTEMS CIJNT AINING A FIRE DAMPER).
4. DPENING TO BE 'fRAMED WT' VITH LIGHTGAGE METAL fRAMING STUDS.
5. MINIMUM 5/8' DEPTH HIL TI fS-[]NE INTUMESCENT FIRESTOP SEALANT, HIL TI CP 601S ELASTO-
MERIC FIRESTDP SEALANT, DR HIL TI CP 606 fLEXIBLE FIRESTOP SEALANT.
6. (NOT SHOVN). APPL Y MINIMUM 1/2' BEAD HIL TI fS-1JNE INTUMESCENT FIRESTDP SEALANT, HIL TI
CP 601S ELASTOMERIC FIRESTDP SEALANT, DR HIL TI CP 606 fLEXIBLE FIRESTOP SEALANT AT
POINT Dr CIJNTACT PRIDR TO ATTACHING STEEL ANGLE.
NOTES I 1. MAXIMUM AREA Of DPENING = 1300 SQ. IN. VITH A MAXIMUM DIMENsmN Of 50 IN.
2. ANNULAR SPACE = MINIMUM 0', MAXIMUM 2'.
3. AfTER SEALING SPACE BETVEEN DUCT AND GYPSUM VALL ASSEMBLY VITH HIL TI
FIRESTOP SEALANT, r ASTEN STEEL ANGLE (MIN. 18 GA.) TO DUCT VITH MINIMUM
NO. 8 x 3/4' LONG SHEET METAL SCRE'JS. STEEL ANGLE TO OVERLAP DUCT BY
MINIMUM 2' AND GYPSUM VALL ASSEMBL Y BY MINIMUM 1'. ANGLE DOES NOT HAVE
TO BE fASTENED TO GYPSUM VALL ASSEMBLY.
ULlcUL SYSTEM NO. V-L -7040
MET AL DUCT ('WITHOUT DAMPER) THROUGH i-HR. DR 2-HR.
GYPSUM WALL ASSEMBLY
r -RATING = I-HR. DR 2-HR.
T -RA lING = O-HR.
fRONT VIEV
.....
A~
MAXIMUM (,' CIC SPACING
(SEE NOTE NO. 3 BELOIJ)
.....
~
~
=
d>
=
...,.
o
r--
-oJ
:>
FIRES TOP SYSTEMS
HIL TI, Inc.
T ulSQ, DklQhOI'lQ USA (918) 252-6000
Sheet 1 of 1
Scale 5/64' = l'
Date
Sept. 11, 2001
Ora ring No.
'JL
70409
C=8Db~DaD
ULlcUL SYSTEM Nn V-L-7042
MET AL DUCT (\JITHOUT DAMPER) THROUGH 1-HR. DR 2-HR.
GYPSUM WALL ASSEMBLY
f -RATING = I-HR. DR 2-HR.
T -RA lING = O-HR.
fRONT VIEV
SECTION A-A
...
...
A~
-
<=>
~
<=>
-0
C\J
v
<=>
I'
-.J
=-
A~
1. GYPSUM VALL ASSEMBL Y (UL/ULC U300 OR U400 SERIES VALL SERIES) (I-HR. DR 2-HR.
fIRE -RA lING) (2-HR. SHOVN).
2. (NOT SHDVN). 'J(][]D STUDS TO CONSIST Of NOMINAL 2' x 4' LUMBER. STEEL STUDS TO BE
MINIMUM 2-112' VIDE.
3. PENETRATING ITEM TO BE ONE Of THE fOLLOVING I
A. MAXIMUM 20' NOMINAL DIAMETER SPIRAL VOUND SHEET METAL DUCT (MIN. 24 GA.).
B. MAXIMUM 12' NOMINAL DIAMETER SHEET METAL DUCT (MIN. 28 GAUGE>.
4. HIL TI fS-ONE INTUMESCENT fIRESTOP SEALANT, HIL TI CP 60lS ELASTOMERIC fIRESTOP
SEALANT, OR HIL TI CP 606 fLEXIBLE fIRESTOP SEALANT I
A. MINIMUM 5/8' DEPTH, fOR A I-HR. fIRE RA lING.
B. MINIMUM 1-114' DEPTH, fOR A 2-HR. fIRE RA lING.
5. MINIMUM 112' BEAD HIL TI fS-ONE INTUMESCENT fIRESTOP SEALANT OR CP 60lS ELASTOMERIC
fIRESTOP SEALANT, OR HIL TI CP 606 fLEXIBLE fIRESTOP SEALANT AT POINT Of CONTACT.
NOTES I 1. MAXIMUM DIAMETER []f OPENING fOR STEEL STUD VALLS = 21-3/4'
2. MAXIMUM DIAMETER []f OPENING fOR VOOD STUD VALLS = 14-112'.
,3. ANNULAR SPACE = MINIMUM 0', MAXIMUM 1-112'.
Sheet
1 of 1
C==8D[s~DGD
HIL TI, Inc.
T ulsQ, IlklQhorlQ USA (918) 252-6000
Scale 3/32' = l'
Date
Jnn. 15, 2001
FIRES TOP SYSTEMS
Ora wing No.
\JL
7042d
ULlcUL SYSTEM N[]' \I-L -8047
HV AC LINE SET THROUGH I-HR. DR 2-HR. GYPSUM \J ALL ASSEMBLY
f -RATING = I-HR. AND 2-HR.
T -RA lING = O-HR.
fRONT VIE\I
....
A~
A~
SECTION A-A
M
~
~
C\J
an
~
d
......
...
~
CD
....J
:>
....
I. GYPSUM \lALL ASSEMBLY (UL/ULC CLASSIfIED U300 DR U400 SERIES) (I-HR. DR 2-HR.
fIRE -RA lING) (2-HR. SHD\lN).
2. (N[JT SH[J\lN). \I[J[JD STUDS T[J C[JNSIST [Jf NIltINAL 2' X 4' LUMBER. STEEL STUDS l[l
BE MINIMUM 3-112' \lIDE.
3. MAXIMUM l' N[JMINAL DIAMETER CDPPER PIPE (MAXIMUM QUANTITY = 2).
4. N[JMINAL 3/4' THICK ABIPVC PIPE INSULA TmN INSTALLED [IN [JNE C[JPPER PIPE.
S. MAXIMUM 4 PAIR N[J. 18 A\lG THERMDSTAT CABLE \11TH PVC JACKET.
6. HIL TI fS-[JNE INTUMESCENT fIRESTIlP SEALANT I
A. MINIMUM 5/8' DEPTH [Jf SEALANT f[JR A I-HR. fIRE -RATING.
B. MINIMUM 1-114' DEPTH [Jf SEALANT f[JR A 2-HR. fIRE -RATING.
7. MINIMUM 112' BEAD HILTI fS-[JNE INTUMESCENT fIRESTIlP SEALANT AT pmNT [Jf C[JNTACT.
N[JTES I I. MAXIMUM DIAMETER [)f [JPENING = 4-112'.
2. ANNULAR SPACE BETVEEN PENETRANTS AND PERIPHERY
[Jf [)P[NING = MINIMUM 0', MAXIMUM 1-1/4'.
3. ANNULAR SPACE BET\lEEN PENETRANTS = 0'.
C=JDb~DGD
Sheet 1 of 1
Scale 1/ 4' = l'
Dra,,1ny No.
HIL TI, Inc.
T ulso., Oklo.hoMo. USA (918) 252-6000
FIRESTOP SYSTEMS
'WL
8047n
Date MQY 20, 2003
Product Information
FS..ONE
Data
At 730F (230C) and 50% relative humidity
Chemical basis
Water-based intumescent acrylic dispersion
Density
Approx, 1,5 q/cmJ
Color
Red
Working time
Approx. 20-30 min.
Curing time
Approx, 2 mm / 3 days
Shore A Hardness
Approx. 50
Movement capability
Approx, 5%
Intumescent Activation
Approx 4820F (2500C)
Expansion rate (unrestricted):
Up to 3-5 times oriqinal volume
Temperature resistance (cured)
-40oF to 2120F (-400C to 1000C)
Application temperature
41 OF to 1040F (50C to 400C)
Surface burning characteristics
(ASTM E 84-96)
Flame Spread: 0
Smoke Development: 5
Sound transmission classification
(ASTM E 90-99) 56
Approvals
ICBO Evaluation Service, Inc.
Report No. 5071
California State Fire Marshal
Listinq No. 4485-1200:108
City of New York
MEA 326-96-M Vol. IV
Tested in accordance with
· UL 1479
· ASTM E 814
· ASTM E 84
Internationally tested and approved
...&S'P/~
c@us
RLL, VOID DR CAVITY MATERIAl
FOR USE IN THRDUGH,PENETRATION
RRESTDl' SYSTEMS
SEE UL RRE RESISTANCE DIRECTORY
66Y7
<@>
APPROVED
SYaTI. eO.....vl.LI
fa latest product information:
www.us.hilti.com
m ordering information see page: .
30
FS..ONE
High Performance
Intumescent Firestop
Sealant
System Advantage I Customer Benefits
· Protects most typical firestop
penetration applications
· Easy to work with and fast cleanup
· Can be repenetrated when laying
new cables
. Can be painted
Product description
· Intumescent (expands when exposed to fire) firestop sealant
that helps protect combustible and non-combustible penetra-
tions for up to 4 hours fire rating
Product features
· Smoke, gas and water resistant after material has cured
· Contains no halogen, solvents or asbestos
· High fire rating properties
· Water based, easy to clean
Areas of application
· Steel, copper and EMT pipes
· Insulated steel and copper pipes
· Cable bundles
· Closed or vented plastic pipes
· HVAC penetrations
For use with
· Concrete, masonry. drywall and wood floor assemblies
· Wall and floor assemblies rated up to 4 hours
Examples
· Sealing around plastic pipe penetrations in fire rated
construction
· Sealing around combustible and non-combustible
penetrations in fire rated construction
Installation instructions for FS-ONE
Opening
1. Clean the opening, Surfaces to which FS-ONE will be
applied should be cleaned of loose debris, dirt, oil,
moisture, frost and wax, Structures supporting
penetrating items must be installed in compliance with
local building and electrical standards,
Application of firestop sealant
2. Install the prescribed backfilling material type and depth
to obtain the desired rating (if required). Leave sufficient
depth for applying FS-ONE,
3, Application of firestop sealant: Apply FS-ONE to the
required depth in order to obtain the desired fire rating,
Make sure FS-ONE contacts all surfaces to provide
maximum adhesion. For application of FS-ONE use a
standard caulking gun, foil pack gun, bulk loader and
bulk gun. With FS-ONE buckets, Graco type sealant
pumps may be used. (Contact pump manufacturer for
proper selection).
4, Smoothing of firestop sealant: To complete the seal, tool
immediately to give a smooth appearance, Excess
sealant, prior to curing. can be cleaned away from
adjacent surfaces and tools with water.
5, Leave completed seal undisturbed for 48 hours.
6. For maintenance reasons, a penetration seal could be
permanently marked with an identification plate. In such
a case, mark the identification plate and fasten it in a
visible position next to the seal.
Notice about approvals
. Check that the penetration has been sealed according to
the specified drawing in the UL Fire Resistance Directory
or Hilti Firestop Manual. For further advice, please
contact Hilti customer service, Refer to Hilti product
literature and UL fire resistance directory for specific
application details,
Not for use...
. High movement expansion joints
· Underwater
. On materials where oil. plasticizers or solvents may
bleed i.e, impregnated wood. oil based seals, green or
partially vulcanized rubber
. In any penetration other than those specifically
described in this manual or the test reports
Safety precautions
. Before handling, read the product and Material Safety
Data Sheet for detailed use and health information
. Keep out of reach of children
. Wear suitable gloves and eye protection
Storage
. Store only in the original packaging in a location
protected from moisture at temperatures between
400F (50C) and 860F (30oC)
. Observe expiration date on the packaging
1. Clean opening.
2. Pack mineral
wool. (If required)
3. Apply FS-ONE.
.
4. Smooth FS-ONE. 5. Leave completed
seal undisturbed for
48 hours.
6. Fasten identifi-
cation plate (if
required).
1. Clean opening, 2, Pack mineral 3. Apply FS-ONE. 4. Smooth FS-ONE. 5. Leave completed 6. Fasten identifica-
wool, (If required) seal undistuTIJed for lion plate (if
48 hours, required).
16 r::I1 --. mil Saving Lives through innovation & education i Hilti Firestop Guide 2003-2004 i 1-800-879-8000 www.us.hiltLcom
Certificate of Compliance
I ~
@ Underwriters Laboratories Inc.@
CERTIFICATE OF COMPLIANCE
Norlhbrook. Illinois' (847) 272-tl800
Melville. New York' (631) 27H,200
Santa Clara, California' (408) 985-2400
Research Triangle Park.
North Carolina' (919) 549-1400
Camas, Washington' (360) 817-5500
CERTIFICATE NUMBER:
ISSUE DATE:
070303-R13240E
March 7, 2003
Pagclofl
Issued to:
HiIti Construction Chemicals, div. of Hilti lne.
5400 S 122i1d East Avenue
Tulsa, OK 74146
R13240, February 14, 1997
Report Reference:
This is to Certify that
representative samples of:
One part Sealant, designated as FS One (also identified as CP612)
Have been investigated by Underwriters Laboratories Inc.@ in accordance with the Standard(s) indicated
on this Certificate.
Standard(s) for Safety:
ANSl/UL1479, Fire Tests of Through-Penetration Firestops
ANSI/UL 2079, Tests for Fire Resistance of Building Joint Systems.
Additional Information:
FS One Sealant intended for use as a Classified Fill, Void or Cavity Material for
use in various Through-Penetration Firestop Systems and Joint Systems as
specified in UL's Fire Resistance Directory Volume 2.
Only those products bearing the UL Classification Marking should be, considered as being
covered by UL's Classification and Follow-Up Service.
<>>>!~
'l1,c UL Classification Marking includcs: UL in a circlc symbol: ~ with the word "CLASSIFIED" (as shown); a control number (may be
alphanumcric) assigned by UL; a statcmcnt to indicatc the extcnt of UL's evaluation of the product; and, thc prodnct catcgory namc (product
idcntity) as indicatcd in the appropriatc UL Directory.
Engineer:
Robert S. Lukasz
Underwriters Laboratories lnc.
.
:.
.
. , i.
Review Engineer: fu,:J2~ N _W~
Richard N . Walke
Underwriters Laboratories Inc.
A oot-fqr-profit organization
dedicated to public safety and
committed to quality service
480 r:::rrs::ilJ' Saving Lives through innovation & education Hilti Firestop Guide 2003-2004 I 1-800-879-8000 I www.us.hilti.com
Material Safety Data Sheet
I ~
MSDS No.:
Revision No.:
Revision Date:
Page:
259
009
07/30/02
1 of 2
Product name:
FS-ONE High Performance Intumescent Firestop Sealant
One-part acrylic-based sealant
Hilti, Inc. PO. Box 21148, Tulsa, OK 74121
1 8004249300 (USA, PR, Virgin Islands, Canada); 001 7035273887 (other countries)
Description:
Supplier:
Emergency # (Chem-Trec.):
INGREDIENTS AND EXPOSURE LIMITS
Ingredients: CAS Number: PEL: TLV: STEL:
Polyacrylate dispersion Mixture NE NE NE
Calcium carbonate 001317-65-3 5 mg/m3 (T) 10 mg/m3 (T) NE
Zinc borate 138265-88-0 NE NE NE
Ammonium polyphosphate 068333-79-9 NE NE NE
Talc 014807-96-6 20 mppcf 2 mg/m3 NE
Expandable graphite 012777 -87 -6 5 mg/m3 (T) 2 mg/m3 (T) NE
Ethylene glycol 000107-21-1 NE C:100 mg/m3 (A) NE
Polybutene 009003-29-6 NE NE NE
Iron oxide 001309-37-1 10 mg/m3 5 mg/m3 NE
Glass filament 065997-17-3 NE 5 mg/m3 (T) NE
Silicon dioxide 014808-60-7 0.05 mg/m3 (T) 0.1 mg/m3 (T) NE
Water 007732-18-5 NE NE NE
Abbreviations: PEL = OSHA Permissible Exposure Limit. TLV = ACGIH Threshold Limit Value. C = Ceiling. STEL = Short
Term Exposure Limit. NE = None Established. NA = Not Applicable. (T) indicates "as total dust". (R) indicates "as respirable
fraction". (A) indicates "as an aerosol". mppcf = million particles per cubic foot.
PHYSICAL DATA
Appearance:
Vapor Density: (air = 1)
Boiling Point:
Evaporation Rate:
Specific Gravity:
Red paste.
Not determined.
Not applicable.
Not applicable.
1.5
Odor:
Vapor Pressure:
VOC Content:
Solubility in Water:
pH:
Odorless.
23mbar @ 680F/20oC
None.
Soluble.
Not determined.
FIRE AND EXPLOSION HAZARD DATA
Flash Point: Non-flammable. Flammable Limits: Not applicable.
Extinguishing Media: Not applicable. Use extinguishing media as appropriate for surrounding fire.
Special Fire Fighting Procedures: None known. Use a self-contained breathing apparatus when fighting fires involving
chemicals.
Unusual Fire and Explosion Hazards: None known. Thermal decomposition products can be formed such as oxides of
carbon, sulfur and phosphorous.
REACTIVITY DATA
Stability:
Incompatibility:
Decomposition Products:
Conditions to Avoid:
HEALTH HAZARD DATA
Known Hazards:
Signs and Symptoms of Exposure:
Medical Conditions Aggravated
by Exposure:
Routes of Exposure:
Stable. Hazardous Polymerization:
Strong acids, peroxides, and oxidizing agents.
Thermal decomposition can yield CO and C02'
None known.
Will not occur.
None known.
Possibly irritating upon contact with the eyes or upon repeated contact with the skin.
and skin conditions.
Dermal.
444 r:::o:s:iill" Saving Lives through innovation & education Hilti Firestop Guide 2003-2004 I 1-800-879-8000 I www.us.hilti.com
t ~
Carcinogenicity:
Material Safety Data Sheet
MSDS No.:
Revision No.:
Revision Date:
Page:
259
009
07/30/02
2 of 2
IARC classifies crystalline silica (quartz sand) as Group I based upon evidence among
workers in industries where there has been long-term and chronic exposure (via inhala-
tion) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery
workers. This product does not pose a dust hazard; therefore, this classification is not
relevant. Based upon the nature and intended use of this product, it does not pose an
increased cancer risk to workers.
EMERGENCY AND FIRST AID PROCEDURES
Eyes: Immediately flush with plenty of water. Call a physician if symptoms occur.
Skin: Immediately wipe off material and wash with soap and water. Material can adhere to
the skin. If material has adhered to the skin, use an abrasive containing hand cleaner.
If material does not come off, buff with a pumice stone.
Move victim to fresh air if discomfort develops. Call a physician if symptoms persist.
Seek medical attention. Do not induce vomiting unless directed by a physician. If a
large quantity was ingested, give 1 to 2 glasses of water to dilute. Never give anything
by mouth to an unconscious person.
Referral to a physician is recommended if there is any question about the seriousness
of the injury/exposure.
Inhalation:
Ingestion:
Other:
CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
Ventilation:
Eye Protection:
Skin Protection:
Respiratory Protection:
General (natural or mechanically induced fresh air movements).
Not required, however, safety glasses should be worn in most industrial settings.
Avoid skin contact. Cloth gloves are suitable for hand protection.
None normally required. Where ventilation is inadequate to control vapors, use a
NIOSH-approved respirator with organic vapor cartridges. Never enter a confined
space without an appropriate air-supplied respirator.
PRECAUTIONS FOR SAFE HANDLING AND USE
Handling and Storing Precautions: Store in a cool, dry area preferably between 400F and 770F. Keep from freezing. Do not
store in direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene;
Le. always wash thoroughly after handling and before eating or smoking. For industrial
use only. Keep out of reach of children. Follow label/use instructions.
Spill Procedures: Immediately wipe away spilled material before it hardens. Place in a container for
proper disposal in accordance with all applicable local, state, or federal requirements.
REGULATORY INFORMATION
Hazard Communication:
HMIS Codes:
DOT Shipping Name:
lATA / ICAO Shipping Name:
TSCA Inventory Status:
SARA Title III, Section 313:
EPA Waste Code(s):
Waste Disposal Methods:
This MSDS has been prepared in accordance with the federal OSHA Hazard
Communication Standard 29 CFR 1910.1200.
Health 1 Flammability 0, Reactivity 0, PPE B
Not regulated.
Not regulated.
Chemical components listed on TSCA inventory.
This product contains < 3% ethylene glycol (CAS 107-21-1) and < 15% zinc borate
(re: zinc compounds) which are subject to reporting under Section 313 of SARA Title III
(40 CFR Part 372).
Not regulated by EPA as a hazardous waste.
Consult with regulatory agencies or your corporate personnel for disposal methods
that comply with local, state, and federal safety, health and environmental regulations.
CONTACTS
Customer Service:
Technical Service:
Health / Safety:
Emergency # (Chem-Trec):
1 800 879 8000
1 800 879 8000
1 800 879 6000 Jerry Metcalf (x6704)
1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries)
The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee
or warranty of any kind expressed or implied is made with respect to the information provided.
Saving Lives through innovation & education : Hilti Firestop Guide 2003-2004 : 1-800-879-8000 I www.us.hiltLcom r::JIS:iil]" 445
Product Information
CP 643N
Technical Data
c:: ....,. -: ....,. ~
.Q ~ c:: c:: <D
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<D ~ (,) 0
c. .c
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z
CP 643-50/1.5"N 1.4-2.0 2.8 0.9 2
CP 643-63/2"N 2.0-2.5 3.4 1.3 2
CP 643-90/3"N 2.6-3.6 4.9 1.7 3
CP 643-110/4"N 3.6-4.5 6.0 1.9 3
CP 643-160/6" N 6.6 9.8 1.9 6
Approvals
California State Fire Marshal
In progress
City of New York
In progress
Tested in accordance with
· UL 1479
· ASTM E 814
· ULC-S115-95
Internationally tested and approved
",SSIP,,.
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FIRESTOP DfIIICE
FQR USE IN THROUGH.PENETRATION
FIRESTOP SYSTEMS
SEE III FIRE RESISTANCE DIRECTORY
5N76
<S>
APPROVED
Eil/atest product information:
www.us.hilti.com
CP 643N
Firestop Collar
System Advantage I Customer Benefits
· Quick and easy closure without the
use of a tool
· Adjustable position tabs for simple
fastening
· Low profile for tight installations
Product description
. A ready-to-use firestop collar, made of a galvanized steel
housing and intumescent inserts for firestopping
combustible pipes
Product features
· Adjustable mounting tabs
· Ready-to-use collar; no construction required, therefore
fast installation time
Areas of application
· Firestopping combustible pipes up to 4" in diameter in
penetrations through fire walls and floors,
· Suitable for the following pipe materials:
PVC, CPVC, ASS. PVDF, PP and FRPP
For use with
· Concrete, masonry, wood floor and gypsum wall assemblies
· Wall and floor assemblies rated up to 4 hours
Types of installation
· Wall: two collars, one on each side
· Floor: one collar on underside (bottom)
Example
· Waste water pipes
· Fresh water pipes
Installation instructions for CP 643N
Opening
1, Clean the plastic pipes, Expansion of the intumescent
material during a fire acts to close the plastic pipe, Very
dirty pipes with, for exampleJemains of mortar, may lead
to a delay in this closing action, Soiled plastic pipes
should, therefore, be cleaned in the area where the
CP 643N firestop collar is to be installed,
Application of firestop system
2. Seal the opening if required, Gaps may be closed with
FS-ONE, The approved metllods vary and are given in
the specific UUcUL system,
3. Close the CP 643N firestop collar. Place the CP 643N
firestop collar around the plastic pipe and lock the
closure by applying firm pressure until it latches.
4, Attach fastening hooks, The fastening hooks can be
attached to various points on ttle metal housing, This
allows the fastening points to be made to suit the space
available in each case. The hooks must be positioned as
symmetrically as possible, The required number of
fastening !lOoks is indicated on the packaging.
5. Fastening the CP 643N firestop collar. Only when
fastened properly can CP 643N offer protection against
fire passing through,
a. Marl< the fastening points,
b. Drill holes with a Hilti rotary hammer drill (I.e, TE 5) or.
depending on base material, fasten using Hilti power
actuated tool.
~
~
c, To secure the CP 643N firestop collar, use Hilti
anchors/fasteners,
d. For maintenance reasons, a penetration seal can be
permanently marked with an identification plate and
fastened in a visible position next to the seal.
Notice about approvals
· When making a pipe seal using Hilti CP 643N Firestop
Collar, please refer to the UL Fire Resistance Directory or
the Hilti Firestop Manual for complete details, including
restrictions as to opening size. type and thickness of wall
or floor, maximum pipe diameter. etc,
Not for use...
· With metal pipes
· In highly corrosive surroundings
· With unapproved anchors/fasteners
Safety precautions
· Keep out of the reach of children
· Read the Material Safety Data Sheet
Storage
· Store only in the original packaging in a location
protected from moisture
~.'.'......~JI
~
3. Close collar.
4. Attach fastening
hooks.
5. Fasten collar and
identification plate
(if required).
1. Clean plastic pipe.
2. Close remaining
gap to provide
smoke and gas
resistant seal.
[:::1:) -. .J r Saving Lives through innovation & education i Hilti Firestop Guide 2004-2005 i 1-800-879-8000 www.us.hiltLcom
MSDS No.:
Revision No.:
Revision Date:
Page:
301
000
01/29/04
1 of 2
l....JIS:IIJ@
Product name:
MATERIAL SAFETY DATA SHEET
Description:
Supplier:
Emergency # (Chern-Tree.):
CP 643N Firestop Collar/ CP 644 Firestop Collar
Galvanized metal housing containing black polymer-bonded intumescent firestop material
Hilti, Inc. P.O. Box 21148, Tulsa, OK 74121
1 8004249300 (USA. PR, Virgin Islands. Canada); 001 /035273887 (other countries)
INGREDIENTS AND EXPOSURE LIMITS
Not applicable. This product is considered to be an "article" as defined in the federal OSHA Hazard Communication Standard 29 CFR
1910.1200 /1926.59.
PHYSICAL DATA
Appearance:
None
Vapor Density: (air = 1)
Boiling Point:
Evaporation Rate:
Specific Gravity:
Metal collar/ black firestop
material
Odor:
Not applicable
Not applicable
Not applicable
Not applicable
Vapor Pressure:
VOC Content:
Solubility in Water:
pH:
Not applicable
Not applicable
Not applicable
Not applicable
FIRE AND EXPLOSION HAZARD DATA
Flash Point:
Extinguishing Media:
Special Fire Fighting
Procedures:
Unusual Fire and Explosion
Hazards:
Not applicable Flammable Limits:
Not applicable; as appropriate for surrounding fire.
Not applicable for this product.
Not applicable
None known. Product serves as a Firestop; intumescent material inside the collar expands when
exposed to temperatures> 1600 C / 3200 F.
REACTIVITY DATA
Stability:
Incompatibility:
Conditions to Avoid:
Stable.
Hazardous Polymerization:
Decomposition Products:
Will not occur.
None known
None known
None known
HEALTH HAZARD DATA
Known Hazards:
Signs and Symptoms of
Exposure:
Carcinogenicity:
Medical Conditions
Aggravated by Exposure:
None known
Routes of Exposure:
None known
None expected from routine use/installation according to manufacturer's specifications and
technical guides.
No ingredients are classified as a carcinogen by IARC, NTP or OSHA.
None known
Eyes:
EMERGENCY AND FIRST AID PROCEDURES
Skin:
Inhalation:
Ingestion:
Other:
Hold eyelids apart and flush with water if dust, debris, etc. from work overhead gets into the eyes.
Do not rub the eyes as this can cause corneal abrasions. Call a physician if irritation continues or
if redness, swelling, or similar symptoms occur.
Not applicable. Practice good hygiene; i.e. wash hands during breaks, before eating or smoking,
and after work.
Not applicable.
Not a potential route of exposure
Referral to a physician is recommended if there is any question about the seriousness of any
injury/exposure.
HIL TI @ is a registered trademark of Hilti Corp.
CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
Ventilation:
Eye Protection:
Skin Protection:
Respiratory Protection:
General (natural or mechanically induced fresh air movements).
Not required, however, safety glasses should be worn in most industrial settings.
None required; however, (cotton) gloves recommended.
No respiratory protection is needed for normal application of this product.
PRECAUTIONS FOR SAFE HANDLING AND USE
Handling and Storing
Precautions:
Store in a cool dry area. Follow installation instructions.
Spill Procedures:
No special requirements.
Hazard Communication:
REGULATORY INFORMATION
DOT Shipping Name:
IATA/ICAO Shipping Name:
TSCA Inventory Status:
SARA Title III, Section 313:
EPA Waste Code(s):
Waste Disposal Methods:
This product is considered to be an "article" as defined in the federal OSHA Hazard
Communication Standard.
Not regulated.
Not regulated.
Chemical components listed on TSCA inventory.
This product is classified as an "article" and is not subject to reporting under Section 313 of SARA
Title III (40 CFR Part 372). '
Not regulated by EPA as a hazardous waste
Consult with regulatory agencies or your corporate personnel for disposal methods that comply
with local, state, and federal safety, health and environmental regulations.
Customer Service:
CONTACTS
Health I Safety:
Emergency # (Chem-Tree):
18008798000 Technical Service: 18008798000
1 8008796000 Jerry Metcalf (x6704)
1 8004249300 (USA, PR, Virgin Islands, Canada); 001 7035273887 (other countries)
The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or
warranty of any kind expressed or implied is made with respect to the information provided.
MSDS 301, Page 2 of 2
Iiii:' Underwriters
~ Laboratories Inc.@
Northbrook Division
333 Pfingsten Road
NorthIlrook, IL 60062.2096 USA
www.u1.com
tel: 1 847 272 8800
CERTIFICATE OF COMPLIANCE
Issued to:
CERTIFICATE NUMBER: 260204 - R15431B
ISSUE DATE: February 26, 2004
Hilti Construction Chemicals, Div Of Hilti Inc
5400 S 122nd East Ave
Tulsa, OK 74146
R15431- 03NK33473 (R13240)
Page 1 of 1
Report Reference:
This is to Certify that
representative samples of:
cr 643-N (may include a size designation between "643" and "N") Firestop
Collar.
Have been investigated by Underwriters Laboratories Inc.. in accordance with the Standard(s) indicated
on this Certificate.
Standard( s) for Safety:
Fire Tests of Through Penetration Firestops, UL1479 dated May 23,2003.
Standard Method of Fire Tests of Firestop Systems, ULC- S115 - 95.
Additional Information:
The products noted in this Grtificate of Compliance are intended for Through-
Penetration Firestop Systems described in the Underwriters Laboratories Fire
Resistance Directory and the Products Grtified for Canada Directory.
Only those products bearing the UL Oassification Marking should be considered as being
covered by UL's Oassification and Follow-Up Semce.
~ '
The UL Oassification Marking includes: UL in a circle symbol: ~ with the word "a.ASSIFIED" (as shown); a control number (may be
alphanumeric) assigned by UL; a statement to indicate the extent of lJL's evaluation of the product; and, the product category name (product
identi~ as indicated in the appropriate UL DiRctory.
LOOK FOR TIlE CL CL\SSlFICATION M.\RKlNG ON TI IE PRODUCT
~~ J
%~Grus~
Underwriters Laboratories Inc.
Review Engineer:
Richard Walke
Underwriters Laboratories Inc.
de
ge
/I....~:-->
/',:'. ,'..; ,"-\:"._,
f t ;_':_ ~ -- i . "': ~-,::'-j
\.". ,i 'i i "fI./
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~
~ REPORTTM
~
ESR-1031
Reissued June 1, 2005
This report is subject to re-examination in one year.
ICC Evaluation Service, Inc.
www.icc-es.org
BusinesslRegional 0fIice 0 5360 Wor1<man Mill Road, Whittier, California 90601 0 (562) 699-0543
Regional Office 0 900 Montclair Road, Suite A, Birmingham, Alabama 35213 0 (205) 599-9800
Regional Office 0 4051 West Flossmoor Road. Country Club Hills. Illinois 60478 0 (708) 799-2305
DIVISION: 15-MECHANICAL
Section: 15190-Fuel Piping
REPORT HOLDER:
TITEFLEX CORPORATION/GASTITE DIVISION
603 HENDEE STREET
SPRINGFIELD, MASSACHUSETTS 01139-0054
www.aastite.com
EVALUATION SUBJECT:
GASTITE FLEXIBLE GAS PIPING SYSTEM
1.0 EVALUATION SCOPE
Compliance with the following codes:
o 2003 International Fuel Gas Code@ (IFGC)
o 2003 International Mechanical Code@ (IMe)
o 2003 International Residential Code@ (IRC)
o 1997 ICBO Uniform Mechanical Code (ICBO UMC)
o 2003 IAPMO Uniform Mechanical Code" (IAPMO UMC)
o 2003 IAPMO Uniform Plumbing Code" (IAPMO UPC)
Property evaluated:
Gas piping
2.0 USES
The Gastite Flexible Gas Piping System is a fuel-gas piping
system for natural or propane gas, intended for installation
with fuel gas pressures not exceeding 5 psi (34 kPa); the
system is installed in interior locations, and in exterior
locations as permitted in IFGC Chapter 4, IMC Section
602.2.1, IRC Chapter 24, ICBO UMC Chapter 13, IAPMO
UMC Section 602.2 and IAPMO UPC Chapter 12.
3.0 DESCRIPTION
The system consists of corrugated stainless steel tubes
(CSST) and mechanical all-metal components designed for
use only with the Gastite CSST. The CSST is composed of
concentric, annular rings of Type 304 or 321 stainless steel
with an international-yellow fuel-gas-colored polyethylene
coating. The product is available in nominal 3/B-, 1/2-,3/4-, 1-,
11/4-,11/2- and 2-inch-diameter (9.5,12.7,19.1,25.4,31.8,
38.1 and 50.8 mm) sizes, identified as part numbers S93-
6M, S93-8M, S93-11B4, S93-16M, S93-20M, S93-24M
and S93-32A4, respectively, for Type 304 material; Type 321
material is identified as part numbers S93-6A, S93-8A, S93-
11 B, S93-16A, S93-20A, S93-24A and S93-32A, respectively.
Components utilize a metal-to-metal seal, and include
mechanical fittings, distribution manifolds, shutoff valves,
termination outlet devices, pressure regulators and protection
devices.
4.0 INSTALLATION
Installation shall be in accordance with the "Gastite Design
and Installation Guide" dated November 2002; NFPA 54; and
IFGC Chapter 4, IRC Chapter 24, ICBO UMC Chapter 13,
IAPMO UMC Chapter 6 and IAPMO UPC Chapter 12, as
applicable. The system installation consists of CSST
distribution lines installed between the gas meter and fuel gas
appliances. CSST not in contact with the ground, but exposed
to the outdoors, shall be installed in accordance with IFGC
Section 404.7, IRC Section G2145.7, ICBO UMC Section
1312.4, or IAPMO UPC Chapter 12, as applicable.
Distribution lines shall be protected from physical damage at
points of support and when passing through structural
members such as studs, joists and plates by the installation
of approved pre manufactured mechanical devices such as
striker plates and oversized strip-wound metal conduit. In
areas enforcing the IFGC or IRC, installation of the tubing is
not permitted within ducts. In areas enforcing the ICBO UMC
or the IAPMO UMC, installation of the tubing is not permitted
within under-floor space that is used as an air supply plenum.
The CSST shall be sized in accordance with capacity tables
in the manufacturer's published installation instructions.
The system is used with supply pressures not exceeding 5
psi (34.5 kPa), and for low pressure [below 1/2 psi (3.4 kPa)]
and medium pressure [2 psi (13.8 kPa)] equipment
applications. Low pressure applications with system supply
pressures below 1/2 psi (3.4 kPa) do not require a line
regulator. System supply pressures exceeding 1/2 psi (3.4
kPa) but less than 2 psi (13.8 kPa) utilize a line regulator to
limit downstream appliance utilization pressure to 1/2 psi (3.4
kPa). System supply pressures that exceed 2 psi (13.8 kPa)
but do not exceed 5 psi (34 kPa) require a line regulator to
limit downstream appliance utilization pressure to 1/2 psi (3.4
kPa), and an additional over-pressure protection device,
installed between the line regulator and the appliance, to limit
pressure to 2 psi (13.8 kPa). Medium pressure equipment
applications with 2 psi (13.8 kPa) and greater supply
pressures require a line regulator to limit downstream
appliance utilization pressure to 2 psi (13.8 kpa). At supply
pressures in excess of 2 psi (13.8 kPa), downstream
appliance controls rated forthe supply pressure, or protection
by some other means, is needed.
Installation is performed by Titeflex Corporation trained and
certified installers using Titeflex's published installation
procedures.
5.0 CONDITIONS OF USE
The Gastite Flexible Gas Piping System described in this
report complies with, or is a suitable alternative to what is
specified in, those codes listed in Section 1.0 of this report,
subject to the following conditions:
5.1 Installation complies with this report, the manufacturer's
published installation instructions and the applicable
$ REPORTS"" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be cons/rued as an <8' ~
endorsement of the subject of the report or a recommendation for its use, There is no warranty by ICC Evaluation Service, Inc, , express or implied. as to any . J
finding or other mailer in this report, or as to any product covered by the report.
Copyright @ 2005
---
PIIIlG~
Page 1 of2
Page 2 of 2
ESR-1031
code. If there is a conflict between the installation
instructions and this report, this report shall govern.
5.2 The product shall be used only with natural gas and
propane at operating pressures not exceeding 5 psi (34
kPa). Pressure regulators are required when fuel supply
pressures exceed 1/2 psi (3.4 kpa).
5.3 The system shall be pressure-tested after installation in
accordance with the applicable code.
5.4 The system is manufactured in Springfield,
Massachusetts, under a quality control program with
inspections by CSA International (AA-659).
6.0 EVIDENCE SUBMITTED
6.1 Gastite Design and Installation Guide, dated November
2002.
6.2 Data in accordance with the ICC-ES Acceptance
Criteria for Corrugated Stainless Steel Interior Fuel-Gas
Piping Systems (AC99), dated January 2002.
6.3 A quality control manual.
7.0 IDENTIFICATION
Tubing: Each 2 feet (610 mm) of tube bears the Gastite
name, part number, rated pressure [5 psi (34 kPa)J. equivalent
hydraulicdiameter(EHD), the words "Fuel Gas," the evaluation
report number (ESR-1031) and the logo of the inspection
agency (CSA International).
Components: Fittings, termination outlets and distribution
manifolds are stamped with the Titeflex logo; the logo of the
inspection agency (CSA International); the part numbers and
the date stamp.
*IAPMO Uniform Plumbing Code and IAPMO Uniform Mechanical Code are copyrighted publications of the International Association of Plumbing
and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761.
THE DAMA CO.
FIRE DEPARTMENT
KEY LOCK BOX
AUTHORIZATION AND ORDER FORM
I PL.EASE 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 requjrements.
3) Please include 6.5% Minnesota sales tax and shipping charge.
4) Full payment must accompany order:' Make check payable to THE DAMA CO.
5) Allow 1-2 weeks for delivery.
CUSTOMER INFORMATION
FIRE DEPARTMENT INFORMATION
NAME:
SHIP TO: (DO NOT USE A P.O. BOX)
Company
Address
City/St/Zip
Attention of:
PRIOR LAKE FIRE DEPT.
ORDERED BY: DATE:
Company EA-bLe&&!!:t< OvCL~
Address 11~~ C. (J..~ ~r-_
City/St/Zip FI<t&JIL ~ 1I1/V
I 1ft. 15"'Z
Name & Ph # -htW ~82-fAM,.. 4f7-~
.
INSTALLATION ADDRESS
. REQUIRED BY FIRE DEPT.
. ATTACH LIST IF MORE ROOM IS NEE~
-1~~~R-7:::::)(1J G9: s: E-
ORDER FORM - Payment must be submitted with order
ITEM
PRICE
TOTAL
aTY
S2-SURFACE MOUNT (NO MTG KIT OPTION AVAilABLE) $107.00
S3-SURFACE MOUNT $131.00
S3-SURFACE MOUNT W/TAMPER SWITCHES $168.00
R3-RECESSED MOUNT $160.00
R3-RECESSED MOUNT W/TAMPER SWITCH $ 186.00
MOUNTING KIT (OPTIONAL FOR S-3 & R-3 MODELS ONLY) $ 59.00
SUB TOTAL
SHIPPING & PROCESSING CHG. $9.00
SUB TOTAL WITH SHIPPING CHG.
MINNESOTA SALES TAX, 6.5%
TOTAL AMOUNT ENCLOSED
C~.~& Y~II~ ("("In\! 1lA&'IA CO.
._w~.
Pink COpy - Customer
MAIL TO:
t
DAMA-MP INC.
P.O. BOX 47824
PLYMOUTH, MINN.
55447
DARRYL SUNDBERG
763-559-3660
BXUV.L570 - Fire Resistance Ratings - ANSlfUL 263
Page 1 of8
tij:'\ Underwrlten
\:!:I LabGratories Inc.
f4~
Ic0~j~
BXUV.L570
Fire Resistance Ratings - ANSIlUL 263
Page Bottom Print-friendly version Questions? [ Previous Page I
Fire Resistance Ratings - ANSIlUL 263
See General Information for Fire Resistance Ratings - ANSI/U L 263
Design No. L570
April15,2005
Unrestrained Assembly Rating - 1 Hr.
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1. Flooring System - The flooring system shall consist of one of the following:
System No.1
SubOooring - Nom 19/32 in. thick wood structural panels installed perpendicular to
the joists with end joints staggered. Plywood or panels secured to joists with
construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may
be substituted for the 6d nails.
Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt.
Finish Floor - Min 1 by 4 in. T & G lumber installed perpendicular to the joists, or
min 15/32 in. thick wood structural panels, min grade "Underlayment" or "Single-
Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists
with joints staggered.
System No.2
Subflooring - Nom 19/32 in. thick wood structural panels installed perpendicular to
the joists with end joints staggered. Plywood or panels secured to joists with
construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
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Page 3 of8
joist. Staples having equal or greater withdrawal and lateral resistance strength may
be substituted for the 6d nails.
Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt.
Floor Mat Materials* - (Optional) - Min 3/8 in. to max 3/4 in. thick floor mat
material loosely laid over the subfloor.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand Sound Reduction
Board
Alternate Floor Mat Materials* - (Optional) - Nom 1/4 in. thick floor mat
material loosely laid over the subfloor.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand Floor Underlayment
SRM-25
Alternate Floor Mat Materials* - (Optional) - Nom 3/8 in. thick floor mat
material loosely laid over the subfloor.
SOLUTIA INC - Type SC50
Finish Flooring - Floor Topping Mixture* - Min 1/2 in. thickness of floor topping
mixture having a min compressive strength of 1500 psi. Refer to manufacturer's
instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand 2500, LEVELROCK
Brand RH
System No.3
SubOooring - Nom 19/32 in. thick wood structural panels installed perpendicular to
the joists with end joints staggered. Plywood or panels secured to joists with
construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may
be substituted for the 6d nails.
Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt.
Floor Mat Materials* - (Optional) - Min 3/8 in. to max 3/4 in. thick floor mat
material loosely laid over the subfloor.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand Sound Reduction
Board
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Alternate Floor Mat Materials* - (Optional) - Nom 1/4 in. thick floor mat
material loosely laid over the subfloor.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand Floor Underlayment
SRM-25
Alternate Floor Mat Materials* - (Optional) - Nom 3/8 in. thick floor mat
material loosely laid over the supfloor.
SOLUTIA INC - Type SC50
Finish Flooring - Floor Topping Mixture* - Min 1/2 in. thickness of floor topping
mixture, having a min compressive strength of 21 00 psi. Refer to manufacturer's
instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand 3500,
LEVELROCK@ Brand Commercial RH
System No.4
Subflooring - Nom 19/32 in. thick wood structural panels installed perpendicular to
the joists with end joints staggered. Plywood or panels secured to joists with
construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each
joist. Staples having equal or greater withdrawal and lateral resistance strength may
be substituted for the 6d nails.
Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt.
Floor Mat Materials* - (Optional) - Min 3/8 in. to max 3/4 in. thick floor mat
material loosely laid over the subfloor.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand Sound Reduction
Board
Alternate Floor Mat Materials* - (Optional) - Nom 1/4 in. thick floor mat
material loosely laid over the subfloor.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand Floor Underlayment
SRM-25
Alternate Floor Mat Materials* - (Optional) - Nom 3/8 in. thick floor mat
material loosely laid over the subfloor.
SOLUTIA INC - Type SC50
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BXUV.L570 - Fire Resistance Ratings - ANSlfUL 263
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Finish Flooring - Floor Topping Mixture* - Min 1/2 in. thickness of floor topping
mixture having a min compressive strength of 3000 psi. Refer to manufacturer's
instructions accompanying the material for specific mix design.
UNITED STATES GYPSUM CO - LEVELROCK@ Brand 4500
2. Structural Wood Members* - Min 9-1/2 in. deep "I" shaped wood joists spaced
at a max of 19.2 in. OC, and blocked at the ends using 2 in. by lOin. wood members.
Min joists bearing on plates shall be 5-1/2 in. Joists secured to the bearing plates with
two 8d or 10d nails at each end. Spacing may be increased when Batts and
Blankets * (Item 3 B) is used.
TRUS JOIST WEYERHAEUSER BUSINESS - TJI@ 110, TJI@ 210, TJI@ 230,
TJI@ 360, TJI@ 560, TJI@1L45, TJI@1L65, TJI@1L90, TJI@/H90, TJI@/HD90,
TJI@/HS90, TJI@ 100C, TJI@ 300C, TJI@ 400C.
3. Insulation - Batts and Blankets* - (Optional) - Glass fiber insulation, secured
to the subflooring with staples, or to the wood joists with 0.090 in. diam galv steel
wires, or draped over the resilient channel/gypsum panel (or Steel Framing
Members/gypsum panel) ceiling membrane. Any thickness of glass fiber insulation
bearing the UL Classification Marking as to Surface Burning Characteristics and/or
Fire Resistance.
3A. Insulation - Loose Fill Material* - As an alternate to Item 3 - Any thickness
of loose fill material bearing the UL Classification Marking for Surface Burning
Characteristics, applied within the concealed space, over the resilient or furring
channellgypsum panel or Steel Framing Members/gypsum panel ceiling membrane.
3B. Insulation - Batts and Blankets* - (For Use When Structural Wood
Members* are spaced 24 in OC) - Min. 1 in. thick glass fiber insulation bearing the
UL Classification Marking as to Surface Burning Characteristics and/or Fire
Resistance draped over the resilient channeVgypsum panel (or Steel Framing
Members/gypsum panel) ceiling membrane.
t
4. Resilient Channels - Nom 1/2 in. deep qy 2-3/8 in. wide at the base and 1-3/8 in.
wide at the face, formed from 0.020 in. thick 'galvsteel. Installed perpendicular to the
joists, spaced a max of 24 in. OC when no insulation is fitted in the concealed space,
or 16 in. OC when insulation is fitted in the concealed space. Two courses of resilient
channel positioned 6 in. OC at gypsum panel butt-joints (3 in. from each end of
wallboard). Channels oriented opposite at gypsum panel butt-joints. Channel splices
overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in.
long Type S screws.
4A. Alternate Steel Framing Members - (Not Shown) - As an alternate to Item 4,
main runners, cross tees, cross channels and wall angle as listed below.
a. Main Runners - N01l11O or 12 ft long, 15/16 in. or 1-1/2 in.
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BXUV.L570 - Fire Resistance Ratings - ANSIfUL 263
Page 6 of8
wide face, spaced 4 ft. OC. Main runners suspended by min 12
SWG galv steel hanger wires spaced 48 in. OC. Hanger wires to be
located adjacent to main runnerlcross tee intersections. Hanger
wires wrapped and twist-tied on 16d nails driven in to side of joists
at least 5 in. above the bottom face.
b. Cross Tees - Nom 4 ft long, 1-1/2 in. wide face, installed
perpendicular to the main runners, spaced 16 in. OC. Additional
cross tees or cross channels used at 8 in. from each side of butted
gypsum panel end joints. The cross tees or cross channels may be
riveted or screw attached to the wall angle or channel to facilitate
the ceiling installation.
c. Cross Channels - Nom 4 or 12 ft long, installed perpendicular
to main runners, spaced 16 in. OC. When Batts and Blankets (Item
5) are used, cross channels spaced 16 in. OC.
d. Wall Angle or Channel- Painted or galv steel angle with 1 in.
legs or channel with 1 in. legs, 1-9/16 in. deep attached to walls at
perimeter of ceiling with fasteners 16 in. OC. To support steel
framing member ends and for screw-attachment of the gypsum
panels.
CGC INC - Type DGL or RX.
USG INTERIORS INC - Type DGL or RX.
4B. Alternate Steel Framing Members - (Not Shown)* - As an alternate to Items
4 and 4A, furring channels and Steel Framing Members as described below.
a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8
in. wide by 718 in. deep, spaced 16 in. OC, perpendicular to joists.
Channels secured to joists as described in Item b. Ends of
adjoining channels overlapped 6 in. and tied together with double
strand of No. 18 SWG galv steel wire near each end of overlap.
b. Steel Framing Members* - Used to attach furring channels
(Item a) to the wood joists (Item 2). Clips spaced a max of 38.4 in.
OC, secured to alternating joists with No.8 x 2-1/2 in. coarse
drywall screw through the center grommet. Furring channels are
friction fitted into clips. Adjoining channels are overlapped as
described in Item a. As an alternate, ends of adjoining channels
may be overlapped 6 in. and secured together with two self-tapping
#6 framing screws, min. 7/16 in. long at the midpoint of the
overlap, with one screw on each flange of the channel. Additional
clips required to hold furring channel that supports the wallboard
butt joints, as described in Item 5.
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BXUV.L570 - Fire Resistance Ratings - ANSIfUL 263
~ 5. Gypsum Board* - Two layers of 1/2 in. or 5/8 in. thick by 4 ft wide gypsum
~ panels, installed perpendicular to resilient channels (Item 4). The base layer of panels
screw-attached to the resilient channels with 1 in. long Type S screws spaced 8 in.
OC at the butt joints and 16 in. OC in the field of the panel. The face layer screw-
attached to the resilient channels with 1-5/8 in. Type S screws spaced 8 in. OC and 1-
1/2 in. Type G scr ws spaced 8 in. OC at the butt joints located mid-span between
:J-. / resili els. en 109 e ers are se , gyps
/ . u, j-'v mstalled with long dimension perpendicular to cross tees. The base layer of panels
If., rr fastened to cross tees with 1 in. long Type S screws spaced 8 in. OC at the butt joints
f" :- ~ ,.. and 16 in. OC in the field of the panel. The face layer screw-attached to the cross tees
f'.'L-i.: :' ,(p'l with 1-5/8 in. Type S screws spaced 8 in. OC and 1-1/2 in. Type G screws spaced 8
_ in. OC at the butt joints located mid-span between cross tees. Screws along sides and
ends of panels spaced 3/8 to 1/2 in. from panel edge. End joints of panels shall be
staggered with spacing between joints on adjacent panels not less than 4 ft OC. When
Steel Framing Members (Item 4B) are used, panels installed with long dimension
parallel with joists. Base layer attached to the furring channels using 1 in. long Type
S bugle-head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in
~ ~/"~'~ the field of the panels. Butted end joints shall be staggered min. 2 ft. within the
assembly, and occur midway between the continuous furring channels. Each end of
the gypsum panels shall be supported by a single length of furring channel equal to
the width of the panel plus 6 in. on each end. The furring channels shall be spaced
approximately 3-1/2 in. OC, and be attached to underside of the joist with one RSIC-
1 clip at each end of the channel. Butted base layer end joints to be offset a minimum
of 24 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8
in. long Type S bugle-head steel screws spaced 8 in. OC at butted joints and 12 in.
OC in the field. Butted end joints to be offset min 12 in. from base layer end joints.
Butted side joints of outer layer to be offset min 12 in. from butted side joints of base
layer.
Page 70f8
PAC INTERNATIONAL INC - Type RSIC-l.
t
CANADIAN GYPSUM COMPANY -1/2 in. Type C, IP-X2, IPC-AR; 5/8 in.
Type C, SCX, IP-Xl, IP-X2.
UNITED STATES GYPSUM CO -1/2 in. Type C, IP-X2, IPC-AR; 5/8 in. Type
C, SCX, IP-Xl, IP-X2.
USG MEXICO S A DE C V - 1/2 in. Type C, IP-X2, IPC-AR; 5/8 in. Type C,
SCX, IP-Xl, IP-X2.
6. Finishing System - Fiber tape embedded in compound over joints and exposed
nail heads, covered with compound with edges of compound feathered out. As an
alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire
surface of classified veneer baseboard. Joints reinforced.
*Bearing the UL Classification Mark
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BXUV.L570 - Fire Resistance Ratings - ANSIfUL 263
Page 80f8
Last Updated on 2005-04-15
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UL Listed and Classified
Products
UL Recognized
Components
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Products Certified for
Canada
Notice of Disclaimer
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This page and all contents are Copyright <e> 2005 by Underwriters Laboratories lnc.@
The appearance of a company's name or product in this database does not in itself assure that products so identified have been
manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed
and covered under UL's Follow-Up Service. Always look for the Mark on the product.
UL permits the reproduction of the material contained in the Online Certification Directory subject to the following
conditions: I. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-
misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online
Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material.
In addition, the reprinted material must include a copyright notice in the following format: "Copyright <e> 2005 Underwriters
Laboratories Inc.@"
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GYPSUM WALLBOARD, WOOD STUDS
Base layer 5{8" type X gypsum wallboard or gypsum veneer base applied at right angles to
each side of 2 x 4 wood studs 16" o.c., staggered 8" O.C. on 2 x 6 wood plates, with 6d
coated nails, 17{8" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5{8" type X gypsum
wallboard or gypsum veneer base applied at right angles 10 each side with 8d coated
nails, 23fs" long, 0.113" shank, 9{32" heads, 8" o.c.
Vertical joints staggered 16" each layer and side. Sound tested with nails for base layer
spaced 6" o.c. Horizontal bracing required at mid height. (LOAD-BEARING)
GA FILENO. WP.4135
\,~,',,;:::;:;;f-:
GYPSUM WALLBOARD, WOOD STUDS
Base layer 5{8" type X gypsum wallboard or gypsum veneer base applied at right angles to
each side of 2 x 4 wood studs 24" o.C. with 6d coated nails, F{8" long, 0.085" shank, 1{4"
heads, 24" o.c. Face layer 5{8" type X gypsum wallboard or gypsum veneer base applied
at right angles to each side with 8d coated nails, 23{8" long, 0.100" shank, 1{4" heads, 8"
o.c.
Joints staggered 24" each layer and side. Sound tested with studs 16" o.c. and with nails
for base layer spaced 6" o.C. (LOAD-BEARING)
GA FILE NO. WP 4136
GENE~le .
GYPSUM WALLBOARD, WOOD STUDS
Base layer 5{8" type X gypsum wallboard or veneer base applied parallel or at right angles
to each side of 2 x 4 wood studs 16" o.C. with 11/4" Type W drywall screws 12" o.c. Face
layer 5/8" type X gypsum wallboard or veneer base applied parallel or at right angles to
each side with F{8" Type W drywall screws 12" o.c. and offset 6" from screws in base
layer.
Joints staggered 16" each layer and side. (LOAD-BEARING)
This Space Left Blank
u
~j
,\
:'....
Thickness:
Approx. Weight:
Fire Test:
8"
13 psf
See WP 4135
(FM WP 360,9-27-74)
NGC 2377, 5-19-70
Sound Test:
2 HOUR.;;;' .
, . t=IRE "
F.'~.. ...... . t......-4 ~.-...=......~....................~........
1~-~~I ~~
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
61{8"
12 psf
FM WP 360, 9-27-74
NGC 2363, 4-1-70
,) J
2 HOUR',
FIRE
',. 40 t(j44~9'rC'"
YfJ,.', ':'SestJ~D~';'!::';
'''_~ ,'., ..:... .. ;._> \,i:, -i"""'A" ."....".t.,..:..:,":,"::. '-"
I
"
.~.. ..I........'.........:J........ ".... .......... .... ...........
.. .
.. b.......
" ,~ " .,"
.. '... :",.~.._..,.....-.. ..".-.- ," ....,.. ," .",.. ,"
--------:--r-- -~ .. ~-......,..
'.',',-'-.- " ",-" ",." ,-'
.-,:.,-:.'~.:;.~.-.- '-~~~~
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
61{8"
12 psf
SWRt 01-5920-614, 12-5-94
See WP 4135
(NGC 2.363, 4-1-70)
I
I
~Wfl)) .
62
t Contact the manufacturer for more detailed information on proprietary products.
GA-600-2000
BXUV.P533 - Fire Resistance Ratings - ANSIfUL 263
Pagelof3
tij:'\ Underwriters
\:!.Y' laboratories Inc.",
JY~
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---
-----
BXUV.P533
Fire Resistance Ratings - ANSI/UL 263
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Print-friendly version
Questions?
.-._-----_.~-~------,---,---_._..__._----_._- .
____ . ..__ ....._.._._.0...-..--- . .,'p_ __n......'..
Fire Resistance Ratings - ANSI/UL 263
See General Information for Fire Resistance Ratings - ANSIIUL 263
Design No. PS33
March 23, 2005
Unrestrained Assembly Rating -1 Hr
Finish Rating - 23 Min
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.../UL+263&objid=1 075412817&cfgid=1 073741824&version=versionless&parellt id=] 07398489/1 )/05
BXUV.P533 - Fire Resistance Ratings - ANSI/UL 263
Page 3 of3
6. Furring Channels - Resilient channels, 3/8 in. deep by 2-3/8 in. wide at the
base and 1-3/8 in. wide at the face, formed from 0.020 in. thick galv steel, spaced
12 in. Oc. Channels secured to each truss with 1-114 in. long Type S steel screws.
Channels overlapped 4 in. at splices. Channels oriented opposite at wallboard butt
joints (spaced 6 in. OC) as shown in the above illustration.
(0.6
7. Gypsum Board* - Nom 5/8 in. thick, 48 in. wide, installed with long
dimension perpendicular to resilient channels with 1-1/8 in. long Type S screws
spaced 12 in. OC and located a min of 1/2 in. from side joints and 3 in. from the
end joints. At end joints, two resilient channels are used, extending a min of 6 in.
beyond both ends of the joint. When insulation, Item 3 or 3A, is dra~ed over the
resilient channel/g sum wallboard ceIlm membrane, screws shall e installed at
m.
--
NATIONAL GYPSUM CO - Types FSW-G, FSW-C, FSK-G, FSK-C.
8. Finishing System - (Not shown) - Vinyl, dry or premixed joint compound,
applied in two coats to joints and screw-heads; paper tape, 2 in. wide, embedded in
first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer
plaster may be applied to the entire surface of gypsum wallboard.
*Bearing the UL Classification Mark
LastUpdated on 2005-03-23
Page IeJP
Notice of Disclaimer
Q ues ti oll_sZ
UL Listed and Classified
Products
U~Becognized
ColllPonents
Products Certified
for Canada
This page and all contents are Copyright ~ 2005 by Underwriters Laboratories Inc.@
The appearance of a company's name or product in this database does not in itself assure that products so identified have
been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be
Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product.
UL pemlits the reproduction of the material contained in the Online Certification Directory subject to the following
conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-
misleading manner, without any manipulation of the data (or drawings). 2. TIle statement "Reprinted from the Online
Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted
material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright ~ 2005
Underwriters Laboratories Inc.@"
.../UL+263&objid=1 075412817&cfgid=1 073741824&vcrsion=versionlcss&parcntjd=1 073984 9/15/05
, RESILIENT CHANNELS, WOOD JOISTS
One layer 1/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right
angles to resilient furring channels 24" O.c. with 1" Type S drywall screws 12" o.c.
Gypsum board end joints located midway between continuous channels and attached to
additional pieces of channel 60" long with screws at 12" o.c. Resilient channels applied
at right angles to 2 x 10 wood joists 16" O.c. with 6d common nails. Wood joists
supporting 19/32" plywood and 1" proprietary sanded gypsum underlayment.
STC rated with 31/2" glass fiber insulation in joist spaces and with carpet and pad. Second
layer of gypsum wallboard required to achieve 1 hour fire resistance rating when glass
fiber insulation is used.
PROPRIETARY GYPSUM BOARD
American Gypsum Company
Celotex Corporation
Continental Gypsumc I TY'S
G-P Gypsum
James Hardie Gyps
Lafarge Gypsum
Pabco Gypsum
Temple-Inland Forest Products Corporation
CO;l';
112" TYPE X PLUS
112" FI-ROK PLUSTM
C- 0 El/2"~MoreROC/(@ FireB~~~i6~c~
/2" GyProc;@ Fireguard@ C
- 1/2" rdiroci<@ Brand Max "C''Th1
Gypsum Panels
112" Firecheck@ Type C
- 112" FLAME CURBs Super 'c'
- ,/ ./ ~2" F. E-RATED 'T'
,doY ~
Approx. Ceiling
Weight:
Fire Test:
2 psf
UL R6352, 4-21-71,
UL Design L502
G&H BW-10 MT, 10-13-70
(73C&P)
G&H BW-10 MT, 10-13-70
Sound Test:
IIC & Test:
~-""'- --~M__
GYPSUM WALLBOARD, RESILIENT CHANNELS, WOOD JOISTS,
GYPSUM FLOOR UNDERLAYMENT
One layer 5/a" proprietary type X gypsum wallboard or gypsum veneer base applied at right
angles to resilient furring channels 24" o.C. with 1" Type S drywall screws 12" o.c.
Gypsum board end joints located midway between continuous channels and attached to
additional pieces of channel 54" long with screws at 12" o.c. Resilient furring channels
applied at right angles to 2 x 10 wood joists 16" o.C. with 11/4" Type W screws. Wood
joists supporting 19/32" plywood subfloor and 3/4" 1000 psi sanded gypsum floor
underlayment.
Celotex Corporation
Continental Gypsum
PROPRIETARY GYPSUM BOARD
G-P Gypsum
James Hardie Gypsum
5/a" FI-ROK PLUSTM
5/a" MoreRoc/(@ FireBar<5l Type C
(CGTC-C)
5/a" GyProc;@ Fireguard@ C
5/a" Hardirock@ Brand Max "C"TM
Gypsum Panels
5/a" Firecheck@ Type C
5/a" FLAME CURBs Super 'c'
5/a" SHEETROCKf!> Brand Gypsum
Panels, FIRECODEf!> C Core
Lafarge Gypsum
Pabco Gypsum
United States Gypsum Company
Approx. Ceiling
Weight:
Fire Test:
3 psf
UL R1319-65, 11-16-64,
UL Design L514
Field Sound Test:INTEST 5-761-3,12-5-77
WOOD JOISTS, GYPSUM LATH, GYPSUM PLASTER,
RESILIENT CHANNELS
112" 1 :2-1:3 gypsum-sand plaster applied over 3/a" type X gypsum lath applied at right
angles to resilient furring channels 16" o.C with three 3/4" Type S drywall screws at
each furring channel 3" wide woven wire strips applied over gypsum lath and parallel
to and directly over resilient channels with 7/a" Type S drywall screws with diamond
washers 16" o.C. Resilient channels applied at right angles to 2 x 10 wood joists 16"
o.C. with 6d coated nails, 17/a" long, 0.0915" shank, 1/4" heads. Wood joists supporting
1" nominal wood subfloor and 1" nominal wood finish floor.
Sound tested with 3" glass fiber insulation batts in joist space, sound deadening felt, and
carpet and pad.
106
Approx. Ceiling
Weight:
Fire Test:
Sound Test:
IIC & Test:
6.25 psf
SFT-42,5-7-66
CK 6712-5, 6-9-67
(68 C & P)
CK 6712-5, 6-9-67
t Contact the manufacturer for more detailed information on proprietary products.
GA-600-200Cl
1
I
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V
i
I
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I
e, (('~
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w.,~
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GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
o.C. with 1 'j Type S drywall screws. Base layer 5/8" type X gypsum wallboard or gypsum
veneer base applied at right angles to channels with 1" Type S drywall screws 12" o.C.
Face layer 5/s" type X gypsum wallboard or gypsum veneer base applied at right angles
to channels with 3/4" daubs of adhesive 12" o.c. vertically and horizontally.
OPPOSITE SIDE: Base layer 5/s" type X gypsum wallboard or gypsum veneer base applied
parallel to studs with 5d coated nails, 15fs" long, 0.086" shank, 15/64" heads, 32" o.c.
Second layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to
studs with 8d coated nails, 23/s" long, 0.113" shank, 9/32" heads, 12" o.c. Face layer 3/8"
regular gypsum wallboard applied parallel to studs with 3/4" daubs of adhesive 12" o.c.
vertically and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side
in stud space.
Joints staggered 16" each layer and side. (LOAD-BEARING)
C i '~l~~~'~"~
I
,
(
Thickness:
Approx. Weight:
Fire Test:
67/s"
12 psf
UL R3660-2, 12-3-68,
UL Design U313
RAL TL69-117, 12-16-68
j
1
!
,
,
,
!
I
!
I
I
Sound Test:
"'opy
.....-' f"'!
'.1,;':+')" ""'~_.
vJ's'~' ;:':("""
GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
o.C. with 1" Type S drywall screws. Base layer 5/s" type X gypsum wallboard or gypsum
veneer base applied at right angles to channels with 1" Type S drywall screws 12" o.c.
Face layer 5/s" type X gypsum wallboard or gypsum veneer base applied at right angles
to channels with 3/4" daubs of adhesive 12" o.c. vertically and horizontally.
OPPOSITE SIDE: Base layer 5/s" type X gypsum wallboard or gypsum veneer base applied
parallel to studs with 5d coated nails, 15/s" long, 0.086" shank, 15/64" heads, 32" o.c.
Second layer 112" type X gypsum wallboard or gypsum veneer base applied parallel to
studs with 8d coated nails, 23/S" long, 0.113" shank, 9/32" heads, 12" o.c. Face layer 1/4"
regular gypsum wallboard applied parallel to studs with 3/4" daubs of adhesive 12" o.c.
vertically and horizontally. 2" glass fiber insulation, 0.90 pcf, stapled to three layer side
in stud space.
Joints staggered 16" each layer and side. (LOAD-BEARING)
i
: ~:
;~
:ii
I
.,;t
:;
;'
Thickness:
Approx. Weight:
Fire Test:
63/4"
2 psf
UL R3660-2, 12-3-68,
UL Design U313
RAL TL69-286, 6-20-68
(Rev. 9-4-68)
II
,i:
Sound Test:
,I
:1
I
j
I
!
GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
o.C. with 6d coated nails, 17/s" long, 0.086" shank, 1/4" heads. 1/2" x 3" gypsum wallboard
filler strips attached to plate at floor line with 6d nails. One layer 5/s" type X gypsum
wallboard or gypsum veneer base applied parallel to channels with 1" Type S drywall
screws 6" o.c. at horizontal joints and 12" o.c. at intermediate channels. 1112" glass fiber
insulatioh: b.8 pcf, stapled to studs in stud space.
OPPOSITE SIDE: One layer 5/s" type X gypsum wallboard or gypsum veneer base applied
at right angles to studs with 6d nails 8" o.c.
End joints staggered 48" on opposite sides. Sound tested with 3112" nlRss fiber insulation in
stud space. (LOAD-BEARING-4 -
WAc'L, i'j;?G :# 3 III I
t!c~ /2,12-,0012- tVt4-U 5 (JYL/
FIRE SIDE
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
55/s"
7 psf
OSU T-3127, 10-4-65
RAL TL77-138, 5-5-77
b@
/P'l
-"ll
.-
I ;;~r;y {/A fJ
/~
GA-600-2000
t Contact the manufacturer for more detailed information on proprietary products.
53
(lf~
w't~l'
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates
with 6d coated nails, 17/a" long, 0.0915" shank, 1/4" heads, 7" o.c.
Joints staggered 24" on opposite sides. Horizontal bracing required at mid height. (LOAD-
BEARING)
J!( It
u/tf Ils
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
~~~'r.','<#' ,'-:,,, .-
73/4"
8 psf
See WP 3605
(UL R1319-4, 6, 6-17-52;
UL R2717-39, 1-20-66;
UL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301)
Estimated
GYPSUM LATH, GYPSUM PLASTER, WOOD STUDS
112" 1:2 gypsum-sand plaster applied over 3/a" plain gypsum lath applied at right angles to
each side of 2 x 4 wood studs 16" o.C. with 13 gage blued lath nails, 11fe" long, 0.0915"
hank, 19/64" heads, 4" o.C. (LOAD-BEARING)
fI ~)
;j~
GYPSUM LATH, GYPSUM PLASTER, WOOD STUDS
112" 1:2 gypsum-sand plaster applied over 3/8" type X gypsum lath applied at right angles to
each side of 2 x 4 wood studs 16" o.C. with 13 gage blued lath nails, 11/8 " long, 0.0915"
shank, 19/64" heads, 5" o.C. (LOAD-BEARING)
.?-:..........,..,..';:'.;l:J.,,\..,..
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
.;: ~ ..'~
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
- -,'.:' c"';.' ~, ;., ..' < ,'~, '"
. ':.;;: ,'!;."",;!q""",,~ .~~,. :
",,;,L_'.",--,:.,:' ',,'_',..
~'~{';:"'r,.v:.. ~'-'::o;;""',1.~:~"~-'; ~ :', .....';-: ~..
53/8"
15 psf
OSU T-948, 7-17-58;
OSU T-1380, 7-5-60
RAL TL58-60, 8-7-58
. ~.." ". :..>.,,+,;~..,
....... -.,..........,-,...., ...
~':J. "..,." .:-. .~""~.' ..~ "",;-""w.'"
53/8"
15 psf
OSU T-1488, 12-60
RAL TL58-60, 8-7-58
,{t
GYPSUM LATH, GYPSUM PLASTER, RESILIENT CHANNELS,
WOOD STUDS
Resilient channels 16" o.c. attached at right angles to each side of 2 x 4 wood studs 16"
o.C. with 5d coated nails, 15/8" long, 0.072" shank, 7/32" heads. 112" x 3" strips of gypsum
wallboard applied on each side at top plate and at mid-height with 5d nails. 112" 1:2 or
1:3 gypsum-sand plaster applied over 3/8" type X gypsum lath attached at right angles
to channels with 3/4" Type S drywall screws, 3 per lath at each channel, and 5d coated
nails, 15/8" long, 0.072" shank, 7/32" heads, 3 per lath at top plate.
Horizontal joints staggered 16" and vertical joints 6" on opposite sides. (LOAD-BEARING)
:::"~.-.:..::::;.. .: .~~,:.'?;;"'.'_;;:~~> ;"~.~;,, ,:.;.:~",-:r_..~~I,,~,'"i
. -'.. .. -." ',', C .".-~
" ',.- .....;.,:.-{:.,.:..~,;:,';;;,..:,'.~~.~,:.;,,:-...-:::.>,~..; ~,~~\,<.?-:.
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
GA-600-2000
t Contact the manufacturer for more detailed information on proprietary products.
~'R;-,:'.,i).~~
~, :~'::4';;:.~ ~i.:<'.<~~.f;~'~~"
57/8"
15 psf
UC,2-15-66
RAL TL66-299, 8-24-66
5:
SHAFT VENT
WI 2 HR DAMPER
BY MECH
I 0" T J I AT I G" OC
WI 3/4" PLYWD TOP
GYP CLG TO MATCH
WIJ-2.1 TWO HR
S YS TEM ---
2-3 I /2x4x I 14" ANGLES
fA1~P<LYS
'5~~~oF
1~ ~L-\ ~1"
'leY
BOND BEAM
W/2#5
o
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8' CONC BLK
BOND BEAM
W12#5
ANGLE BY
ELEVATOR
BLOWN
INSUL
o
1
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C\.I
o
_I
cO
FURRING CHI
5X8 GYP BD
~ ~J~~ ~Q; W
I!3V
GYPSUM WALLBOARD, WOOD STUDS
One laver 5/8" type X plain or ~redecorated gypsum wallboard applied parallel to each side
~ of 2 x 4 wood studs 24" O.c. with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads,
7" o.c. at joints and top and bottom plates and 3/8" beads of adhesive at intermediate
studs.
Joints staggered 24" on opposite sides. (LOAD-BEARINGlln )
tlU"AU T'f,oc :#;2 (lVV'
r
(77:JT'Gf2fOI2 '.-(/A-~ vyv ~
;lM-~/t/
>3~':::-~.<!..;::-):;;.7~;':.'::- ;',~-_'.".,i.
;.' ,~,~",;, ::"";',~,,~<~~:,'~"~"i,<":1~"5;i~.::':t~:~':;;~ :A>i- -:i:~( ~\;) j>:;i-:<;~:':':,;~''';.:~:::-'';/r,-~~':":,',,-,,:'-.A
Thickness:
Approx. Weight
Fire Test:
Sound Test
47/8"
7 psf
FM WP 90, 8-21-67
G&H NG-246FT, 7-2-65
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" type X plain or predecorated gypsum wallboard, water-resistant gypsum
backing board, or gypsum veneer base applied parallel or at right angles to each side of
2 x 4 wood studs 16" O.c. with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7"
o.c. Joints of square e r predecorated wallboard may be left exposed.
JOlft' ?j'~. ~O -B~RINGJ
~~>;:~~~./t<.~:':;:'~'>-h:::-':/'i:..:.~'>:~";A,;,Y,;~::";:"';:'l"
Thickness:
Approx. Weight
Fire Test
Sound Test
47/8"
7 psf
UL R1319-4, -6, 6-17-52;
UL R2717 -39, 1-20-66;
UL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301
OR 64-8, 2-4-64
GLASS MAT GYPSUM BOARD, WOOD STUDS
One layer 5/8" proprietary type X glass mat water-resistant gypsum backing board applied
parallel or at right angles to 2 x 4 wood studs 16" O.c. with phosphate coated nails, 17/8"
long, 114" diameter cupped heads, 8" o.c.
Joints staggered 16" on opposite sides and covered with 1 Ox1 0 mesh glass tape and tile
adhesive. (LOAD-BEARING)
PROPRIETARY GYPSUM BOARD
5/8" Dens-Shield@ Fireguard@
G-P Gypsum
Thickness:
Approx. Weight
Fire Test
Sound Test
43/4"
7 psf
WHI-495-0853, 5-14-87;
WHI-495-0854,5-15-87
See WP 3605
(OR 64-8, 2-4-64)
GYPSUM VENEER BASE, GYPSUM VENEER PLASTER,
WOOD STUDS
One layer 1/2" type X gypsum veneer base applied at right angles to each side of 2 x 4 wood
studs 16" O.c. with 5d etched nails, 13/4" long, 0.099" shank, 1/4" heads, 8" o.C. 1/16"
gypsum veneer plaster applied over each face.
Vertical joints staggered 16" and horizontal joints 12" on opposite sides. Sound tested
without gypsum veneer plaster. (LOAD-BEARING)
!:::<:;;~;;":,.:~;........-"~.;i''-",,,:,;;,,,,~,:,; 'r':"':"-::'" .::"A....
Thickness:
Approx. Weight
Fire Test
Sound Test
GA-600-2000
t Contact the manufacturer for more detailed information on proprietary products.
47/8"
7 psf
UC,1-12-66
G&H IBI-35FT, 5-26-64
59
GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE,
STEEL STUDS
EXTERIOR SIDE: One layer 5/a" proprietary type X glass mat gypsum substrate (sheathing)
applied parallel or at right angles to 35/a" steel studs 24" O.c. with 1" Type S corrosion
resistant screws 8" o.c. at vertical studs and 12" o.c. at perimeter runners. Joints caulked
with flexible, non-hardening building sealant or covered with weather exposed cladding
or finish system.
INTERIOR SIDE: One layer 5/a" proprietary type X glass mat gypsum substrate, glass mat
water-resistant gypsum backing board, gypsum wallboard, water-resistant gypsum
backing board, or gypsum veneer base applied parallel or at right angles to studs with
1" Type S drywall screws 8" o.c. at studs and 12" o.c. at floor and ceiling runners. (NLB)
G-P Gypsum
PROPRIETARY GYPSUM BOARD
5/a" Dens-Glass'" Gold Fireguard'"
/~.-:~~~;~~j ;;',~~.,C/i:~~::~'.<;~'~~:,:':, ",
<::~Y;'-i::<. "'''~';::~~~';;:';'';<;::';~;'.,:,:'~ ~;~~:'> ;:_~<:",
Thickness:
Limiting Height:
Approx. Weight:
Fire Test:
47/a"
Subject to design
6 pst
CTC 2171-3996,7-12-90
GYPSUM WALLBOARD,
FIBER-CEMENT BOARD, WOOD STUDS
EXTERIOR SIDE: Base layer 1/2" proprietary type X gypsum wallboard or sheathing
applied parallel to 2 x 4 wood studs 24" o.C. with 13/4" galvanized roofing nails 4" o.c.
at vertical joints and top and bottom plates and 7" o.c. at intermediate studs. Face
layer 5/16" x 12" wide maximum proprietary fiber-cement plank lap-applied at right
angles to studs with 6d corrosion-resistant nails to each stud.
INTERIOR SIDE: One layer 5/a" proprietary type X gypsum wallboard applied parallel to
studs with 17/a" smooth round shank nails, 0.088" shank, 0.275" heads, 7" o.C.
Joints staggered 24" on opposite sides. (LOAD BEARING)
PROPRIETARY GYPSUM BOARD
1/2" Hardirock'" Brand Max "C"TM
Gypsum Panels
5/a" Hardirock'" Brand Fire XTM
Gypsum Panels
James Hardie Gypsum
.....~. ,r",'_;.'
Thickness: 51/2"
Approx. Weight: 6 pst
Fire Test: OPL 11710-98414, 5-1-95
}(
GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS
EXTERIOR SIDE: One layer 48" wide 5/a" type X gypsum sheathing applied parallel to 2 x
4 wood studs with 13/4" galvanized roofing nails, 0.120" shank, 7/16" or 1/2" heads, 4" o.c.
at vertical joints and 7" o.c. at intermediate studs and top and bottom plates. Joints of
gypsum sheathing may be left untreated. Exterior cladding to be attached through
sheathing to studs.
INTERIOR SIDE: One layer 5/8" type X gypsum wallboard, water-resistant gypsum backing
board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated
nails, 17/a" long, 0.0915" shank, 114" heads, 7" o.C. (LOAD-BEARING)
W,A.?<.-
f/U A-/....L.- S
#1-
~
Ey'Te/2/07Z.
TY/.?,G'-"
This Space Left Blank
/ /
Thickness:
Approx. Weight:
Fire Test:
Varies
7 pst
See WP 3510
(UL R3501-47, -48, 9-17-65,
UL Design U309;
UL R1319-129, 7-22-70,
UL Design U314)
88
t Contact the manufacturer for more detailed information on proprietary products.
~A_~()(L.,nnn
01/19/2006 17:04
3206560312
JBERD MECHANICAL
Pt2,(3E 01/02
o.
Ji\T<D1JERD
\..:.. .~ /v1echamcal Contractors, Inc.
'~
-
~
3308 Southway Drive
St. Cloud, MI\I 56301
Phone: 320-656-0847
Fax: 320-656-0312
Fax Cover Sheet /
To: I1X!l"L::: 6LISA-sc;N
Compan)': T-ISf5X.O 1'1t:c::.fI,
From: 04/1/ !('L Ilf'tX
Date: --.1.1./ '1
c//# 3~C7 Ao -...27a.?
Subject: VJ;f\5;J'o. ~I .0t1&!EJ:
ZS-/fo H/fTI/t/&
1\tlessngc:
fie . {s/L - !tJ?f
",'
Number of pages including this one:
01/19/2005 17:04
3205550312
JEERD MECHANICAL
t-'AI.;Jt. tl..;i tl..;
Ratings, Standards, Listings and Codes
Our extensive listings and history of system lesting means that Wirsbo PEX products can be installed in
many types of residential and commercial structures.
Ratings
Wirsbo AQUAPEX and hePEX plus carries the following Standard Grade Hydrostatic ratings from Plastic
Pipe Institute:
2000F at 80 psi
. 1800F at 100 psi
· 73.4'F at 160 psi
Wirsbo MultiCor tubing carries the following Standard Grade Hydrostatic ratings from Plastic Pipe
Institute:
. 2000F at 100 psi
. 1800Fat 125 psi
. 140cF at 160 psi
. 73cF at 200 psi
Standards
Wirsbo AQUAPEX, hePEX plus and ProPEX<iD fittings are manufactured to the following standards:
x... ASTr.t1 F876 "Standard Specification for Cross-linked Polyethylene (PEX) Tubing"
:/!:-. ASHil F877 "Standard Specification for Cross-linked Polyethylene (PEX) Plastic Hot- and Cold-
Water Distribution Systems"
. ASTM F1960 "Standard Specifications for Cold Expansion Fittings with PEX Reinforcing Rings
for Use with Cross-linked Polyethylene (PEX) Tubing'.
Additional standards for Wirsbo AQUAPEX and ProPEX fittings include:
. ANSI/NSF Standard 14 "Plastics Piping System Components and Related Materials"
. ANSI/NSF Standard 61 "Drinking Water System Components - Health Effects"
c}(-. UL 1821 "Standard for Safety for Thermoplastic SprinklN Pipe and Fittings for Fire Protection
Service" (1/2" AQUAPEX only)
Wirsbo MultiCor tubing is manufactured to the following standard:
. ASTM F1281 "Crosslinked Polyethylene/Aluminum/Crosslinked Polyethylene (PEX-AL-PEX)
Pressure Pipe"
Fire.resistant Standards
. ANSI/UL 263 (ASTM E119, NFPA No. 251) "Standard for Safety for Fire Tests of Building
Construction and Materials"
UL Design No. L557 - This rating applies to 'h" to 1 'h" AQUAPEX and hePEX plus tubing,
fittings and manifolds installed in one-hour wood frame floor and ceiling assemblies.
UL Design No. K913 - This rating applies to W to 11f:1" AQUAPEX and hePEX plus tubing,
fittings and manifolds installed in one and two-hour concrete floor/ceiling unrestrained (and
restrained) assemblies.
Ul Design No. V444 - This rating applies to}S" to 1%." AQUAPEX and hePEX plus tubing.
fittings and manifolds installed in one-hour steel stud/gypsum wallboard wall assemblies.
. ASTM E84 "Standard Test Method for Surface Burning Characteristics of Building Materials"
Certification of f1ame spread/smoke development rating of 25/50 in accordance with ASTM
E84 for the following AQUAPEX and hePEX plus tubing sizes: 5/16", 3/8", 1/2",5/8" and 314".
. ASTM E814 (Ul1479) "Standard Test Method for Fire Tests of Through-Penetration Fire Stops"
()L )~~6
12il4/200;J 10: 12 FAX 6517533401
,\lVLL~ i'h~l
~vv-'-
Since 1897
CONCRETE PRODUCTS COMPP,NY
December 14,2005
Ralph Sieben
Eagle Creek Development
7765 17S1h Si. R
Prior Lake, MN 55372
Re: Molin Job No.: 05-5251
Creekside Estates
Ralph,
Per your request and my latest viSIt out to the site on 12/12/05, this letter is to state that the added
openings that were coredrilled into the plank are acceptable.
If you have any other questions or concems. feel free to contact me.
p"'-6J
Steve Brawthen. P.E.
.'
oup, MISSION IS "BUIL.DING" CUSTOMER SATISFACTION THRO'..iGk GENERATIONS OF TEAM'NORK
Flex-ieors Hol/owcors Plank. WaJlpatlels . Beems and Columns. Mlsc, Precast
41~ ~ilac Street. L1no Lakes. Minnesota 55014' Office 6~1.7S6-7722' FAA 651.786-0228' 1.800.336-6546' EOE/AA
U~/IJ/~OU5 14:22 FAX 6517833401
~1OLIF WEST
~OOl
Since 1897
COr'JCRETE PRODuCTS COMPANY
September 13, 2005
Ralph Sieben
Eagle Creek Development
7i65 175111 St. E.
Prior Lake, MN 55372
Re: Molin Job No.: 05-5251
Creekside Estates
Ralph,
This letter is in regards to the ::lore drilled holes that I was on site to check this morning. I ran some
numbers, and I am able to show that these plank are acceptable through load dlstrtibution. Also, the short
span of plank at the stairs, where you trimmed offthe outside edge, is also acceptable.
If you have any other questions or concerns, feel free to contact me.
)Eh k you
, 11-JL-
I
Steve Brawthen, P.E.
.
OUR MISSION IS "BUILDING" CUSTOMER SATISFACTION THROUGH GENERATIONS OF TEAMWORI<
FltSJiicof6 Hollowcoftil Plank' WSI/panels · Bel1Tls and Columns' Misc. Precast
415 Lilac Street. Uno Lakes, lv1innesotIl55014. Office 65~.7ae-7722. FAX 651-786-0229.1-800-,336-6546' EOE/4A
FROM r'lESEt,IBR I NK CONSTRUCT I ON
PHONE NO.
9524475036
Oct. 27 2005 08:18PM Pi
Mesenbrink Construction & Eng. Inc.
7765 175'" S!reet East. Prior Lake. MN 55372
Phone (952) 447-5058 Fax (952) 447-5036
Fax
To: Bob Hutchins
Fax: 440-9678
From: Lori/John
Pages: 2 including rover
Phone: Date: October 28, 2005
He: creekside
. Comments:
,.",-._"~....".~_."~._._,,.~-~._~"~ ~..._.._-----><"~-"'~~---"-..~,,~~~..,-_.~-,-_._._,,.~,,._-~~<.~'~"--_'_'~''''-'-'~-~''"''
FROl'l i'1ESENBR I NK CONSTRUCT I ON PHONE NO.
~0/2a/2J05 G3:Jl blJ-~~~-~81o
9524475036
~I':
Oct. 27 2005 08:18PM P2
~..:.I"t. t)"
A~."."fl..... .. ..ltIe C...r..
Engineerinc Sen'ices tor Noise and VIbration
P.O. Box 100 Catver MN ~'31S (952) J68-)~90 Fax (S52) 368-3810
October 27. 2005
John M.caonbtiDk
Eagle Creek Developmem
77~ B. 17'm. 81-
PrlOJ Lake, MN 55372
U: DC ratlJag of tile all_ floor I U!i1ing aasembly.
John:
I do Mt show that floor ceiling asserobly in reference libr.uy~ however, 0). uWlg t\ro 11::" sheets of sbeel: .rock
ln~ otone 5/i"sbeet, the FUC value should imp:rove. Much oftbl: CSICIiY loss is covered by the JD3$Q Jaw. ThaI
is !.he more maKive the barrier the more noile i& blocbcl. Two shouts of. W' rock have mOle mass lban ODe sheet. of
~a" rock. In addition. nvo individual layers. Mn at the sa.me ma.g; as; a single layer, will alW1J)'$ pe:rfor:m betttT
beclMe they 8tCl decoupled. from exh other. Finally, I believe you h1tend to ClO'VCr thi. floor with 8 ped 9t1d thecJ
cl1l'pl!t. Generally me mulu fOr carpeted floors are In rbc neigbborbood of an FIle of "73 which is well In excess
oftlle required fIlC of 45.
If you have any quecdons, p~ feel fl'ee to give me a cal)'
Sincerely,
.,~.:;~~~..~~~~.:~.'~:~.:-:;:;:;" ~
. ~~.- " .~'<""""-
oll.__ .. ....'!-..:.--.--
Roger J. An n
Ownl!f
AcOU$tic$ &; Node CootlOl
Ao>9ullliQJ. ~oiK c-l
\..l"-'I '-_' '-"'~,__ UL-..,JII 11\.'-'1'.
, u: 1 ::r.:>c"t"t (Ola-Sb
P: 1"1
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2- I 3/4" x9 1/2" LVL I
CUT TO '7 1/211 "
AT ONE SrDE '\
TC) SUPPORT WALL \
:-<FADFR ....OR IO'ST
rll:.-. ~ r ,J I~.l
/ u._u__
/
2 X 4 FRA~.A1NG
~
r
I I It!llB'I' CZIm~ lIlA, 1ItE l'LNt. 1I"1!::II'fc.__
llRllIil'I:Rt...._\Tl'1IlEm_......
LARSON IlIllECl" llLPI!lMIIIlN IMIJ '!hAT , All A tlU!.V'
ENGlNEERiNG OF MINNESOTA.. +. .~.'. .__ -.. 'k..~ . NIIEIl lIE' ,
SST'jl,1EtJf'~t 1 :
J5:!4 LAIICIIIF. ROl\ll : .".- ..:. - ..... :'..' 'v" . '-, I
\IIJ;!'It BEAR lJ\Kf. __ 55110~'z"-':_ . ~".!,,,/'-'---C\_~~:'..~=-=- j
812-481-9120 II ""W\'-Lf'-~:..~' lIES. HO. l\=:'~J
OCT-05-2005 14:20
JAGER BlI I LD H~G SYSTEMS US
301 791 3643 P.01/02
FAX
!!'I.i!~!'!!~~l~9~y.s~e!"s (U.H..!!:~:_.._.........._ ...
16045 Bi.I$in~~5 Parkway
Hagerstown MD USA 21740
Toll Free; (866) 524-3700
Telephone: (301) 791-1582
Fal<: (301) 791.3643
www.jllgerbu!ldingsystems.com
To: Ralph Sieben
Fax: 1-952-447-5036
Company: Eagle Creek Development
Telephone: 1-952-447-5058
C.c. :
Pages (including cover page): 2
From: Mark Bartel
Date: October 5,2005
Subject: JSI-0510-0354 (MN) 16520 Tranquility Ct.
Message:
MN sealed calculations per your request.
We will maintain the original at our Hagerstown, MD office unless requested otherwise.
THIS MESSAGE IS INTENDED ONLY FOR THIi USE OF THE ADDRESSEE AND MAY CONTAIN INFORMAnON THAT IS PRIVIL.EGED
AND CONFIDENTIAL. If you are not the Intended recipient. you are hereby notified that any dlsumlnatlon of this communlclltlon Is
strictly prohlblled. If you hive received this communication In error, please notify Jager Building Systems imm"diately by lelephone.
Ftlease contact the Mnder If any pages are missing.
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OCT-05-20135 14:21
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JAGER BUILDING SYSTEMS US
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GYPSUM WALLBOARD, WOOD STUDS
BaSlI layer 'is' type >< gypsum wallboard or gypsum veneer oase applieo a1 right angles to
:lac" side of oouble row Of 2 x 4 wood stJds 16" o.c. or; separate plates l' apart will1 6d
coated nails. Pia' ivng. 0.085" shank, 11." heads, 24. a.c. Face/aver 'f," type X 9ypwm
walll:card or gYPium V9lleet base applied al right angles to ea;h Side Wit., 8d coat&j
nails. 2118" long, O.lCO. shanK. '1." h~ajs, 6" 0.0
Jointll staggered 16" each layer and ~ide. Sound tested with 311~' glasS fibllf insulation
stapled tc st\.lcls in stud spaces on ::>ne side and with nails for case layer spac.ec 5' a.c.
Horizontal bracing required at mid Might (LOAD-SEARING)
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Fire Test:
1Q31."
130sf
SeeWP 4135r
(PM WP-350, 9-27.74)
NGC 305€, 4-7-70
Sound Test:
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GYPSUM WALLBOARD, \\'000 STUDS
Base layer 5f&" t,rP8 X gypsum waUboard or gypsum veneer base applied at right angles tc
each side of 2 x 4 wood studs 16" o.c. staggered B" a.c. on 2 x 5 wood plates with 6d
coatad naiis. f'f.-Iong. ').085" shank, 1f." 'lsads, 24" c.c. Face layer 51-' type X g(p5um
wallboard or gypscm venellf tlasg applied at righ1 anQles to each 9ioe with 8d coatee
nails, ';lJ!,: long, 0.113" sha'1~;, ",3Z' haaas. S" o.c.
Vertical joints staggerecl 16' each layer and side. Sound tesleo witl1 r.ails :Or base layer
spaced 6" o.c. Horizontai oraclng required at mid height. (lOAQ.8E4RIMGl
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GA-600-2000
I..J'_I - J.~-c:lO~::> la':):::>'::'t"' t"KUf'I:
TO: 19524475036
July 1 8, 2002
To: Robert D. Hutchins
City of Prior Laker.
Building lnspection Department
From: RH..c\ Architects
104 East SL Gem1am St.
St. Cloud. MN 56304
RE: West 24 Unit Creekside Apartments
Dear Roberl,
The draft stop snown on roof framing plan is not r~uired if attic is
sprinklered as per section 716.42 exc~ption no:2 of the IBC code
[fyou have any questions regarding these items please feel free to contact
me at (320)-656-0787
Thank You.
:/.
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Ronald C. Hommerding
P:3/10
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Underwriters
Ut . Laboratories Inc.
BXUV.L570
Fire Resistance Ratings - ANSI/UL 263
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Fire Resistance Ratin~s - ANSIJUL 263
Se.,Celwra! Jnf(lrIlHIli<mJ"d~ird{.~shJ~nfC!{<!H,!1l!~ . '\N~t,i U L ZiJ;'
Design No. L570
April 15.2005
Unrestrained Auembl)" Rating - 1 Hr.
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Flooring System _ The n.>orin!;l system shall ,.,onsist of one: of the following.
S~'Rtem Nu. 1
Subflooring _ Nom I Y/32 in. thick wDud structural. panels instdkd perpendicular to the joists with
el1djointll staggef'~d. plywood Qf panels secured to joists with consL-ucti(.1n adhesive and No. 6J ringed
shan.1.: ualls, ~Taccd 12 in OC akmB eaehjoisl. Staples having equal or gr~l:::r withdrawal/ffid lateral
resistance stn..'!lgth muy be si.lbsttuted for the 6d nails
Vapor Barrier _" (Optional) - Npm 0.030 in. thick emnmcrcial asr-ha1t saturated Cdl
Finish Floor _ Min 1 by 4 m. T & G lumocT im;talled perpendicular Ie. the jOi5lS. or min 15132 in.
tbIck woed 3lructural panels, min grade 'Underlaymt.'nt" OT "Sin1?le-Fkli)r" Face grnin of plywood m
stn."1lgth 8Xi.'5 or panel to h TX->rpendicular to Joist.>; with .ioints st(,ggen.-.J
SY3tem No.2
Su.bOooring __ l'-;O11l 19/31 in thick wood structural panels in:.'tallcJ perpcndicuiar to the Joist;; with
end jOLl115 stllggcn:d. PlYW(lod Of panel~ l"ecurcd to joisb WIth .:onstruchon adhesive and No 6d ringed
ihank. nails, spaced 1:2 in OC along each joist. Staple:! boving equal nr BTcalt:r withdrawal and lateral
rcsi:;tauce stTt:ngth mli)' be s'.1bstiMed for the 6d nai15
Vapor Barrler- (Optionu}) - Nom (\030 in. ttick Cl.'lnl"Dcrcial fl:'\phall saturated felt.
Floor Mat Materials* _ (Optionlll) - Mill V8 in. to :11flX 3/4 in thick !100f mat mater>allvosc!y jUld
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UNITED STATES GYPStJM CO '-- LEVELR()C.K~' Brand Sound Reduction Board
Altenaate Floor Mat Materials'" - (Oi1tjQllal) - Nom ]14 in thick floor mat material iooselv la!d
over the subHoor' .
UNITED STATES GVPStM co - LEVFLROCK(:&\ Brand Floor Tlnderhyment SIUv'1-:25
Altemate Floor Mat Materiah" - (Optional) - Nom 3/8 in. thlck floor mat materJ111 loosel)' lalll
o,'cr Ute 5ubllnor.
SOLUTIA lNC .... I'ype SCSI)
Finish Flooring - Floor Topping Mixture. - Min 1/2 in. thckncss of floor toppmg mixlure having
a min compn,"S~lve strength of 1500 psi. Refer to manufacturer's Ins1ructions accompanying the
ml1lcrial for speclfic mix design.
UNITED STATES GYPSUM. CO - LEVEl.ROCK)!: Brand 25CO, LEVEtROCK Brand RH
Sy.'tem.'io. 3
Subflooring - Nom 19132 in. t.l:ick woo.1 strucP..Iral pnneh> instal!e,l perpendicular 10 thl.: JO!...lN \\,]t1;
end joints stl!ggt:~ed. Plywo(x:! or panels securc:d to joi~ts wilh cOllstmction adhesive and No. 6d rin~ed
shank nails, spaced 12 in. OC along each joist. Staples having equal (lJ greater withdrawal and Internl
r.:lsil'tance strength \nay be substituted 1~'}f the 6d nails.
Vapor Barrier - (Optional) - 'iom D.030 :0. mick I.:ornmerc;al "';phalt saturated felt.
Flonr Milt "'alertalN* - (Oplional) - Min 1Il'\ In iO mil" V4 in fhick 1100r mot matenallofsely laid
over the sublloor
UNITED STATES GYPSUM CO - LEVELROCK ~i Brand S\Jur,d Reduction Ho:m:!
Alternate Floor Mat Materlals* - (Optional) - Nom li4 in. thick 110m mat matenalloosely laid
over the subfloor
UNITED STATES GYPSUM CO - LE\':F.l.ROCK(~'Bmnd F:oo-:-Umlcrlayment SRM-25
Altemate Floor Mat Materiab" - (Optimal) - Nom 3iR in thick l1f1or mar matcrial loo.';eIy laid
,:wcr the subtl rl\)f
SOLllTlA INC T~IXl sesc
Finisb Flooring - Floor Toppinl Mixrure. - Min 1/2 ill. thickness of floor topping rm,,!urc. havmg
a min cQmprel:lllivc ~trength of 21 ','1..) psi. Refer to milumncturer's instructions acoompany ing the
lnlfll.1"i..lfu1 ::;peciJjc nIx design.
UNITED STATES G\'PSUM CO - LEVELROCK'B) Brand 350D. LEV~I.ROCK'~ Brand
fi le:1 Ie: \ WINDOW S\ TEl\.1P\U3CL 7i2Chtm
1 Oil 0/05
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Page 4 of i
ConlTTH::naal RH
Sy~tem No.4
Subflooring _ Nom 19132 in. thli.:k \".000 stmdurn.! ?anch installed perpendicdar to the .IOlsb with
~d joints ;,1aggcred. Plyw.)Od Of p~nl"b SCI;i.lCcd to joists with constfuction adhc~iYe and Nn. 6.1 rilleled
shank naifs, spaced 12 in. OC cklflg coch ,ioA. St9f'les ha\,ing equall..lf greatCT \\)thdrawnl ill1d [ateml
res:"tUtlce strength may be ~ub~titult~j fhr Ih\; 6d .ll1ih
Vapor Barrier -' ((IPliowd) - Nom C>J30 in thlck cornm~'Tclal l!;'-pball SalUt'filed rdl.
Floor Mat Matl!l'il.b* --. (O?tional) - Min J;g in tv ma:x 3/4 in. thick l10IJr mUI material1cosely IlliG
over the 51.bfle(\}'
UNITED STATES GYPSUM CO - LEVELROCK@ Brand ~ollnd Raiuclion Hoard
AltrmatcFtuor Mat Materi~8* - :,Optional) - Num 1/4 in. thick n;Y')f mal materia; loosely laid
over the subtloM -
UNITED STATES GYPSUM CO.- LEVELROCKii(, Bnmd FlllOf lJndcriayment SRM-25
Altemate Floor Milt Material~* - (Optional) - Nom 11l$ in. thick noor mal materialloo~ly lai,{
over the sl.lbtlo{\f
SOLUTlA INC - Type S('5Ci
Ftnkh Flouring _ Floor T(lppin~ Mixtllre" - Min J /2 in rhickm:s:'i 'Jf Hoor topping mixture hoving
a min cc.mpresslve strength (If 30('0 pi Refer to manufacturer's m~;tructions accompanying the
material for specific mi.x dC'lllln
UNITED STATES GYPSUM CO - LFVELROCKq~; Brand 4500
2. Structural Wood Members" - M!!: 9-1/2 in deep T shaped wllodjQislS :'ipaced at a ma>.: of El,2
in. OC, lmd bk)ckcd 9.t the ends us.ing 2 m hy ! 0 in. wood member;;. Mm Joists bearing on plates shall
be 5-1/2 in Jui:>ts secured to the beerinl! platel-l with two 8d or IOd nails at each end. Spa\,;lng may he
increased wh~n Batt., and Blankets'" (hem 3B) IS used.
nus J01ST WEYERHAEUSER BUSINESS - TJl;.~' 110, TH.\!': 210, Ill!!.' 230, TJlt 360 T.1I.K
'ioO, TJ1<tII.AS, TJl~j;1..65, Tn:l!:lL90, TJIll.l,1I90, TH~flID90. 'T.1l<it'/HS90, Tll:w iOOC, TJI~ 300<":,
T .Il'~' /lOOe
3. In!ulation _ Batts and Blanket8* - (Optional) - Glatls fiber insulation, ~ecured to thll mb.t1oormg
with staples, or tn the wllOujoi5t:; will) 0.090 in. dimu ~alv steel "vires, or drd~d over lIlt, resilic;:;t
channeVgypsum panel (or Steel Framing: Memberslgyp:sunl pand,! ceiling mem~nme. Any fuickness of
glilSS fiber insulation heuring tile VI, Gassification Markmg !If; to Surface Buming Charackristic3
and/ur Fire Rcsi:.'lUUICC
3A Insulation _ wOlle Fill Material" - As <Ul alternate to Item J -- AllY thickness of loose fill
material bellrin8 the UL Chmnfication Markmg far ~urface Burning Ch&Ta~t\..-ri~tics, ap?iicd wllhin lhe
c()f1cealed Apace, over the rc.<rihent L,r fumng channel/gyp:rum pInel or S~eel Frammg
Mo.'mbersfgypsum panel ceiling. mcmbrnne.
fil e:/JC: \ Wll\1])OW S\TEMP\ U3CI. 772C. htm
10/1 0/05
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Page 501'7
3B. Insulation - Batts and Blanken" - (for Use When Strudural Wood Memben'" are spaced 24
in OC) -- Mi:1. I in tluck glass fib<..>r insulation hearing the 01, Cla,.:siticalion Marking us to Surface
Burning CharacteristIcs and/or Fire Resi:itancc draped lwer the resih:nl dl!111f'el/gyp:;um panel (01
Steel Framing Members/gypsum panel) ceiling memr.rane
4. Rcsil1cnt ChlUlDds - Nom 1/2 in. deep by 2-3iS in. wide al the base and 1.318 in. wide at the face,
formOO from (\.020 m. thick galv steel. Installed perpendicular to the joi~t5_ ~ipacccl a mll.." of 24 in. OC
when no insulation i!'l fimxt in the concealed space, or It in. OC when insullltlon i3 fitted in the
conQ;ahxl space. Two courses of resilitnt channel })Qslwned I) in. OC at gypsum panel butt-joints (3
in from each t.:l1d of wcl1bourd) Channels oriented opposite at gypS'.Jm plUlei rntt-.iointo;. Channel
~liccs ovcrlappt..d 4 in. bt:nc:ath wood trwse:s. Channels :;ecured to ellch trlJ!>"S '"ith 1-1/4 in. long Type
=' sere\"'s.
4A Alternate SteelFramiD~ M@mbers- (Not Shown) - As an a1wrn:nc 10 Hem 4, main runners.
cross tees, cross chunnels and wall angle liS listed below
a. Main Runnen - Nom 10 or 12 ft l(>ng, I 5J 16 .in. or 1-112 in. wIde face,
:<paced 411 OC. Main n:.nncr:; suspt:nd\."d by mill 12 SWG gah :;!t;el hanger
wires spaced 48 in 0('. Hanger wires to be located a4i acenllc) mam
nmnericross tee intt.,-scdioWi. Hanger wire; wrapped and lWist-lied on 16d nails
dnvcn In to side o!'JOis1.s tit Ictl5t 5 ill. ,Ibove the bOltcm face.
b. Crou Tees - Nom 4 fl ;ong, 1- \i2 in. wide face, installed petpendicular to
tllc mllin runncrs. spaced i6 in. OC. ^ddilional em",,, tees or cn~ channels w;cU
at 8 in. from eaeh side of butted gypsmn pant~Il,"lJd .joints. Tilc cross tees or cross
char.ncls may be liveted 01 :screw '.lttuchcd to the wall <lil.S,!le or channel to
facilitate the ceiling il'lstallation.
c (;rn~" (;hann..'" - Nnm 4- fl, 1(, ft lone in..-rlllh"~1 jlt'.T1lr~nf1ic'.IlI:lr to mRin
runners, ~paccd 16 in. OC. When Batts and B1ankt~tl' LItem 5) are used, ems"
channels ~"pllced 16 in. oc.
d. WaJJ ADgle Of Channel- Painted or gal\' steel nogle with 1 m. legs or
channel with] in. legs, 1-9/16 in. deep attached to walls at perimclcr\:.'f ceiling
with fas((.'ntTS 16 in. OC To support steel framing member ffids and for screw-
attachment of Lryc gyp:sL;Itl panels.
CGC INC - Tvpc lJUI, or I{X.
use INTERIORS lNe - Type Den. or RX
48 Alternate Steel Framing Members - (Not Shown)>l< - A,; an alternate to ltems 4 and 4A,
furring dumnels nod Steel Framin~ Members 65 describcci bel,)w.
a furring Channels - Fonned of No 25 MSG gaiv steeL 2-3,'8 in. wide by
7f8 in. deep. spaced 16 in. OC.perpendicu!al to joists. Channels secured 10 joiSls
a~ described in Item b. Ends of 114ioining channels overlapped 6 in. and 11...><1
together With double st1aml u1 Ko. 18 SWG galv sled wiIe near each end of
.werlap.
b. Steel Framing Members" - Used 1Ct attach furring channels (Item 1I) to the
~'oodjoi5ts (Item 2). Clips spaced a max of 3l:iA in. OC, sccured to alternating
joislS with No.8 x 2-1/2 in. coarse drywall ~'Crew through the center grommet
Furnng channels arc friction lilted il1lo clips. t\cj(lining channels arc overlapped
as ucscrib4.>d in It,-'m a. At-; an :,llcmate, ends of adjoining chllru1cl~ may be
overlapped 6 in. and secUJ'l;:d togcth\.T with two sdf-mpping #6 framing screws,
file://C:\WINDO\VS\ TEMP\U3CL 772C .htm
1 Oil 0/05
miu 7116 in. long 1lt the midpoint of the overlap. with one screw on each f:u:1ge
of ltc channel. Acditional chI's required to hold furring channel that support,
the wallboard burt joints, a5 described in Item 5.
PAC fNTERNATlONAL INe - Type:: RSlC- i
5. G}"plum BoJard* - 'l"'~'O la~"ers of 1/2 U:. or 5/8 in. thick by ,1 it wide gypsum panels, installed
pc:rpcndicularto resilient channels (ltern 41. The hase layer ofpane1:15cn:w-attached to the resilient
channels with 1 in. long Type S screw-s spaced 8 in. OC at the butt joints and 16 in. OC in the tlt:ld of
the paneL The face laY'-T screw-attached to the resilient channds with 1-518 in. Type S screws spaced 8
In OC and 1-1:'2 in. Type G ;;crews spaced 8 in. OC at me bun joints located u:.id-span between
resilient channels. \\'hen Steel Framing Member, (Hem 4A) arc llsed gypswn board in:~talJed with
long dimension perpendicular to cross tees. The b!l!:e layer of panels fastened to cross tees with I in
long Type S scrc.,s spaced 8 in. OC at the buttjcints and 16 in. O( in the field ofthc j)!illcl The fal.:e
layer 9::rew-attached to the crnss tees wiih 1-5/~ in. Type ~ screws spaced ~ ID. OC and 1- \12 m lype
G Sl;fl,'W:; spaced 8 in. DC at the burtjoints }Cl,;lltcU mid-:,pln between (,;fO:;5 Ire:;. Screws along ,ides
and ends of panels ,;pllCed 3/g tc lJ2 in fr,,)ll1 paael t.'lige. End lvims of panels shall be :ltllggere<l WIlli
~jng betwe~1 joints on adjacent panels nOlless thllIl 4 ft Oc. When Steel Frammg Members (tern
4B', are used. panels im,ialloo wlth long dlmem'lOD paraJIel wl:h JOI::!!'. Base layer attached to the
liming channels L1sing I L'l. hmg Type S hugle-head sted screws spact:d 8 in. ()C along blind:! eno
jomts and 12 in. OC in the field of the plmels. Butted end IOInts snail be staggered min. 2 ft. ",it):.,jn th0
qs.~mbiy, :md occur midway between the continuou;; furring channel;; Each end of the gypsum fanel!'
5hull be supportl.-d by fI single length of furring cltannd equal to thG width of the p&ac1 plus 6 in. on
each end. The funing channels ~.hall b~ $faced approximately 3-1/2 in. OC. tmd be altaeh~ to
underside ofthc joist with one RSIC-I clip at each end Clfthc channel. Butted base lay~rcnd joints to
be offset a minimwn of 24 in. in adjacent courses. Outer layer attached to the tuning charmels U5!Dg 1-
5/8 in. long Type S bugle-head steel scre..vs ~paced 8 in. OC tit buttedjoinl$ and 12 in. DC in the tiek.
Butted end joints: to be off!'et min l2 :n. from base JeyCf end jomls. B!.ltt(."d side Joints of outer layer tl)
be off:lct min 12 m. trotlJ butted ::ide Joints of base layer
CANADlA..1\j GYPSUM COM.PMl/Y - 1/2 in. Type e, IP-X2, l.l'C--^.R; 5/~ in. Type C, sex, 1P-
Xl. IP-X2.
UNITED STATES GYPSUM CO m 1f2 m. Type C, JP-X2. lPC-AR: 5/8 in Type C, sex, IP-XI,
J?X2
USG MEXJCO S A DE C V - 1/2 m. Type C. IP-X2, IPC-AR; 5!8 m. Type C, sex. Ill-Xl, lP-X2.
(1 Fibi3bing Sy,tem - ;.'iber tupc l..wbcddcd in compound o"",'r Joints and expos,,'\i nail ~. covcrcJ
'with compound with edges of compound fe:.lhered out As en llllemute. nom 3i32 in. thick gypsum
veneer plaster mil} be applied tt> the Cl:'tire surfae~ of classifIed ven",,-,- baseboard. Joints reinforced.
*Heanng the UL CJa:;sli"lcatll.m Marl.
f...,,~t tl)dali.~~l on 2005../)4-15
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LarSGn EngihOOtlhg of Mlnn_.
3524 Labore Road
lNhite Sear laIi;e. M N 5511 0-51 00
651481.9120 FD: 651.481.9201
www.larsonengr.com
i Larson
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ycu have reoelved this mesSIIge in error, please notify us by telepMone Ind dettroy this ITlt;Hlge and any allactuTlf:nts.
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TRUSS PROS
PAGE 01/ 01
TRUSS PRO'S INC.
P. O. Box 250
10954 424th Ave.
Britton~ SD 57430
Phone: (800) 658.5594
(605) 448.5971
Fax: (605) 448 5651
www. tru~spro@brittDnsd. CDm
Date:
To:
9/2712005
John or Ralph
Eagle Creek Development LLC
7765 East 175tb Street
Prior Lake, M~ ~~372
Ph. 9~2-447-50~8
Fax 952-447-5036
Job No.:
Job:
Location:
46092
Creekside Estates
Prior Lake, :MN
Remarks:
The truss top chord tails over the corridor do not require any ty~ of
gusset or strae. The sealed drawings do not sho,v any cOlUlection required
for this area. The trusses are not designed for this connection.
Call with allY questions.
Truss Pro's Inc.
By: Todd Monsen
~
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ENGINEERiNG OF MlNNESOTA
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09;13/2005 14:04 605-448-5651
mUSE: PROS
PA<::1E 01/ 01
TRUSS PRO'S INC.
P. O. Box 250
to954 424th Ave.
Britton, SD 57430
Phone: (800) 658-5594
(605) 448-5971
Fax: (605) 448 5651
\'I/WW. trusspro@brittOl1sd.com
Date:
To;
9/13/200~
John or Ralph
Eagle Creek Development LLC
7765 East 175th Street
Prior Lake, MN 55372
Ph. 952-447-5058
Fax 952-447-5036
Job No.: 46092
Job: Creekside Estates
Location: Prior Lake, MK
Remarks:
The T 16 roof truss over the stairwells is designed with 1 Opsf of bottom
chord dead load. This is adequate for the 3 layers of 5/8" Gyp,Bd
and R-40 blown insulation
5/8" Gyp. Bd. = 2.5psf
R-40 insulation = 2.0psf
Call with any questions.
Truss Pro's Inc.
By: Todd Monsen
~(IIl "'1"..1'1", of Nlt,.,esotA
3S2A ~b...... ~QlId
Whhe learLake, MN 5S11M1DO
851.48.1.9120 FilX: 88'UIl1 ;9201
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Since 1897
CONCRETE PRODUCTS COMPANY
August 18, 2005
Ralph
Eagle Creek Development
7765 17Sth St. E.
Prior Lake, MN 55372
Re: Molin Job No.: 05-5251
Creekside Estates
Ralph,
This letter is in regards to the core drilled holes required for what I am assuming to be plumbing and
electrical lines passing through the plank. The following information is based on a 4 foot wide piece of
12" extruded plank ~ith 5 cores and 6 webs. If a hole passes through a core, without cutting through a
web, then it is acceptable. If there are holes that pass through any webs, then the hole will be cutting
strand. If this occurs, then the following guidelines apply:
1) No more than 1 web in a piece of plank may be cut.
2) No more than 2 webs in a group of 3 plank may be cut. This means that 'if two adjacent,
planks botJi have a web cut, the planks to either side must have no .webs cut. .
I believe Brock has sent you cross-sections of the plank showing core and web locations. If the
guidelines above are not able to be met, or if an opening lands on a filler piece then please notifY
me or Brock. If you have any other questions regarding this or anything else, please let me know.
Thank you, .
)C~
Steve Brawthen, P.E.
.
OUR MISSION IS "BUILDING" CUSTOMER SATISFACTION THROUGH GENERATIONS OF TEAMWORK
FT#lX/co'" HoI/oWCOffl Plank. WallDanli/s · Beams and CoI/JfrIfI$ . Misc. PffIClI8t
415 Lilac Street. Line Lakes, Minnesota 55014. OffICe 6!51.786-n22. FAX 651.786.0229. '-800-336-6546. aOEl'M
Lai,"" EIIlllIHrlnl of Minnesotll
352. Labore Road
WIllIe Bear Lake, MN 55110.5100
M148U120 Fax; 651.481.9201
wv.w.larsonengr.com
~ Larson
FAX TRANSMITTAL
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Re:
Pages: (page count includes tt1is Fax Tranamittel sheet.)
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1111 1111 lill JUL 1 9 2005 ~
Jill IIII By
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Ln,.on Engln..,;',! ~ Mlnneaot. SVflJeCT
3524 Labore R~d C~1=- ''is 1 C;I:S.
Wl'\i/t 8Nr Like, MN 5511Q-I100
e~1.4'Ut20 Fax: 651,481.9201
www.18fSonengr.com
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SMEET NC, OF
PRQ.;EiC'T NO.
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LARSON ENG[N~~RING OF MN
NO, 9587
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Lumber
Connectors'"
, GIBMLm ~OMPANY
Cu~tom~r Sttrvic~ / r~chnical A8g;i!j~nce
vV~$te,.rl U.S. 1-1500.227-04-70 Ea6t~rn U.S. 1.800-328-5934
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Slant Nail Joist "'"ngers - Jus & HUS series
The JUS and HUS hanger series otters double shear nailing. USP's patented
dimple allows for 46-degree nailing through JOist into header, resulting in higher
loads and less nailing. Slant nailing aleo eliminates the need for shorter joist nails
in 2)( applioations. '
Materials: 14 or 18 gauge
FInish: GeO galvani:zing
Optlon..: JUS24, JUS.26. JUS2S-2, JUS2S, JUS28-2,
JUS2,O, JUS210-2, JUS214.2. JUS44, JUS46,
JUS48, JUS410 and J US414 are available in Triple Zinc.
To order. add TZ to stock number, as in JUS24-TZ_
JUS26, JUS26.2, JUS210 and JUS210-2 are available
in Stainless Steel. To order, add SSto stOCk number,
as in JUS26.SS.
HUS serie~ is available in invGrted flange configurations
Codes: ICBO 5356, ICBO 544'. SBCCI 9747, SBCCI 9851 A,
BOCA 97-39, BOCA 98-15, LA. City FiR25327 & RR25361
Dade County, FL 1:18-0421.06 & 97.1215.07
Pitents: #5,217.317
II::- Inrf/ialla'tlDI1:
· U5Cl illl &peclfj"d f.!l!iUlnere. 5~~ Get1~r~1 Not~$. f'~g" 5.
I Joiet n~lIe rnU$t be drlvr::n at a 4!j' anglllEl t,l1r"u~h th" jo'.e~ or trU!i&
into 'l;he nesde- to ..ch!"v!l Iist.:Jd !O<ll~~.
· liBe! einkers (9 gawa!:' x Z)'/"{') may 1:>" u::l"d wh~re 10d Common6 ~rcl $pec:;fi~d
wltiJ n" IDad reduction.
.
DOl.lbl~ 5h~r nail
de6ign f!l.t~~!i
f,..,er nall$ 8Md
f,!le;t~r irl'"",f1"tic~
U,ee stal'ld.srd
1"l1gth 11";/"
I
PatC:nr.ed dImple (
.allowl!i 40' nailing
HUS2S-2
JUS2 a
IIlm,ntlon, t~. ' Allftabl. Loads (Lb..)
USP Sl..I. .. '''Ioor Itoer . . 1I~ urt'
JDlst SIIIl Stock No. AlaI. Mo. Gillig. W If 11 ~ Molldo. J.11t 1GO'Io 111% 1m 133%' 1st%
2~4.0 JUS24 LliS:IA 18 1.st1S 3-118 1.314 1 (4)1011 (2) 1~d 8'S 140 tl~ 510 510
2 ~e.8 JUS2a ~US26 19 1-1/118 4-13116 10314 1 (4) 1011 (4) 1011 Il40 9tO lQS:l 11l9!i 1095
2x8.10 JUS,s <. ~US~~ 18 1.9116 6.~e 1..314 1 (6) 10d (4) 10<1 1~ 1m 1330 10!l5 1095
2 ~ 10. 12. 14 JUS210 LUS:10 l' 1.9f18 7-1311$ 1-314 1 (8) 10d (4) lad 1.290 1485 tel0 1~ Il!l!i
r~h4-6 JUS24.2 LUS24.2 19 3-1;6 3.112 2 1 (4) lad (2)11k1 770 GPl~ 95S :l25 325
i2)h~.8 JUS~S.2 lUS2a-2 16 "118 $.,,4 2 1 (4) 16d (0) 1$d 1006 11SC1 1Z21l ,~ 1385
(2IlKa'10 JUS2B.2 LUS2B.2 111 3-1/8 7-11. 2 1 iall!d (4) 161;1 1276 10481l j~ 1:l4Q 1365
(2)2xl0.1Z"14 ~1J8Z1()'l LUS210-2 16 3.118 9-1'4 2 1 (a) 1arJ (5) lid 1110 '* ll1eO fSllil 1980
(2) Z ~ 12 -1. JUSZI2.2 -- 18 3.118 11.1/4 2 , (10) IIld (6) led 2045 2356 2SIro lSBo 19fJ
(2);: x 14 - 18 JUS21+2 LUSZl4-2 18 30lM 13.1/4 2 1 (12)16d (6) l1k1 2315 2660 28&5 1S&) l~
4 ~ ,- 6 .JIJS44 LUS44 18 30M 3-114 2 1 (4) 1ed (2) Hid 770 I8S !l65 ~ 325
4x6-B JUS46 LUS.e 16 ~-518 6 2 1 (4) HId (4) 1Sd 1005 11110 1~ 1a.O 1355
hl-l0 JUS4l! l.US4e 11 :;'5/8 7 2 1 ~1ed (4)1!d 1m 1485 1595 1~ 1355
4~ 10-12 JUa~10 LUS4,0 11 U/8 9 2 1 (8) l~d (6)1511 1780 1* lil60 1981l 11180
h~2.1t )1.1$412 -.- 1~ 30518 11 2 1 (10) 18d (6)16d 2ll&5 2355 25110 1geC 1990
4x 14,16 JUS414 LliS',. Ie 3-!l6 13 2 1 (12) 16d (6) led 2.315 2fi60 28~ 1980 1960
(3)2x4.$ JUS24.a -N 16 4-616 2-314 2 1 (4)1k (~) 1511 77lI a15 !illS 325 ~5
(3)216.S JUS2S-3 LUS~-3 18 4..518 4.1n 2 1 (4) lSd (4) l~d 100:; 1'161) 122D 1)40 1365
(3) 2 x 8 -10 JUS28-3 LUS2S-~ 18 4-~1lI 6-112 Z 1 (6J1Gd (4)100 127e 11165 15515 1340 13SS
(3) 2 x 10 -12 . 14 ~US210.3 ~US21o.3 16 4-518 8-112 2 1 (8) 16d (6) led 1780 1980 1980 1geO latO
(3)2 x 12. I~ JUS212.3 p ~ 16 '-516 10.1/2 2 1 (10) led iO) lad 2:l46 m 25Sil 1980 1)80
(312~1A.16 .lUB210.3 ~ .. 1S 40618 12-112 2 1 (12)ISd i6) lOcI 2S15 <tIliO 2895 1$1) fgeO
See
ANSI/TPI
section for
truss chord
46
footnoteslr:han Continued on next page
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wwwJatson8l1gr.com
~ Larson
PAX TRANSMlnAL
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CONFIDENTIALITY NOTE: Ttle information cont.ined in thit fel( it being trsnemitled te .nelle intended for IIle person
nsmed, Di88elTlination. distribution or copying Of this lTle.sag41 by anyone other thin Itle reeipient is .trictly prohibiled. If
YOU hawe received this message in eltOr, plene notify us by telephone and destroy this menage and any attachments.
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CONFIDENTlAUlY NOTE: The Infarmatlof'l com.ined in this ftx Ie being 1ranamllted to and IIln\8lndM for the person
nlmed, DltMmina\lon, dlltrlbutlon llr CClPylng of this ITlMHge by Inygne otI\et lheI'l the _iel'lt IIltr1et1y prohll*d. If
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To: Robert D. Hutchins
City of Prior Laken.
Building Inspection Department
July 30, 2002
From: RHA Architects
104 East St. Germain St.
St. Cloud, MN 56304
\Z ~7"
L. tJ. L. f"ort- ~~~"N'J
. <
W( f'~,'~s~esT~
RE: West 24 Unit Creekside Apartments
Dear Robert,
These items would be in answer to your comments letter dated May 20,
2005.
/f';f' . ~~This will be supplied to owner. - t-Jec;p
C t? 11(6'
-1tem 2: We have listed code analysis on the drawing T1 - ~
Iten@The owner will submit window specifications - Ne;aJ - ~1~ N..J. 1"
CY\ ~ ~ (lu.~
CIl1te~Please see attached data on fire testing.
vlterr@We have removed all shafts except the stairs the walls will be fire blocked
at 10' maximum vertical or horizontal, see sections on sheet alO. ~ tAL l7r- ~ J<n ~;
~) ~f. -~~. ~.
Etem@ The mechanical contractor will provide the type of fire caulking he will - rJG1=o
be using.
k 11 (J-V~
Vltem 7: See item 4 above
Vlten& The longest span of floor joist is 35' joist are 22" deep and 16" on center ...
the vb(umes in the joist space will not be grater than 160 cubic feet:- (OR..N=l~ TOr P~6T~l1Q1Js
,,",-s f2...~Q..I..l."lIU:~'""O f 8L
Item@) See site plan for ramp detail. (,.,..,oc.Jb ~ A.CLrIT> NFPA.-I3' rf:!.t1<9(l,)
l SLE kU=.""'A.. \0 I~
PU.BLIC. ~iCAP OlA.-"
o c::- LAtJE ,,~~AFF~G
~rJ 0 rtN c 1)i (La:;r
f\CLE:SS ""'TO &u; (... 0 l":j
\)J(o~ Pu-n-i fo..)j -+~......
r~<(O \\~ \,lAj If)
Item@ See site plan for location of ramp - ~ () 6' TO ~ () F ~ $ O-l'~ le.s
vftem~ See site plan for length of parking stalls - Nh1o;C/rP /rr-J() /laze-$' a/sle ~e:;f
9Y'rL~ (!, Zo'
V"ltem 12 See stair section these handrails will extent pass top and bottom raiser as
required and return to the wall
vItem 13 See sheet A10 for railing height and spacing
~te~he roof will be a class B Owner to submit shingle data. Jlecv
vltem 15 See drawings for door ratings for stair area 60 min rating double doors
will have coordinators and astragals. t.J / A~Tu.. A lOlL
Iten@one hour fire will be at mail boxes C9 r..-l...sen.. (N€C-V)
~'
..........Item 17 Occupant load will be posted in the libraries and party rooms
vIterr@The owner will provide this item (jJQ5i)) ~ p~ ~/~ p~ .
-1te~See note on detail 3/a9 for mesh at top of storage cubicals. I S"'f-c W ~ ~
~' Itea The elevator lobby is separated from corridor :with a one hour wall and
one hour doors. See elevator section sheet A10. NaLJ
irttenf2i) All walls at stair are two hour wall thru floors see details 1/ Al 0 and
2/A~.) ~QR..jJ 2 HoLL(2. !fioOfl-, '5ust~ wi w~ --to, ~....., ~ At-~ s~
~ ~~ ~ R-z- ~ Sfc-r:.R- ,
Mtem@See sheet AlO and S3 for landing and corridor support. _ ~ ~ '00 111- ~
~ - T;' B..t. "'5 ~ ,oo'fr- bd-.
Item 23 See notes on sheet S3 for wood species I ~. ~)
e~See details on sheet S~
Iten&:see revised detail 7/S7 fJfr-P
Iterr@ These will be provide be the owner Nel30
~te~ These will he provide hy the owner tJeco @ ~;"J /1V<nzrfo;".
~em@Y es this deck is designed at 100# live load \ B / ~(., ~ ~~ 5"/7- P~.L4..-
s~ oS. \{)O~ ltt-".Q (~. ~0
vItem 29 this has been revised.
v1tem 30 Gyp. Bd. Will be install behind all tubs
~ vftem 31 this is noted.
~ r1tem 32 A 96" vertical clearance will be maintained in garage. '8 ' 'f... /2' ~~
~T- .....-nem 33 A lock box will be installed
~ Vltem 34 Elevator will be inspected by the state.
~VItem 35 The owner will provide address letters
v'Item 36 Landscape contractor to provide engineering on all retaining walls over
4' S€f'~ Pc;~\1 wAS rsSCJ..CE.t:l.
If you have any questions regarding these items please feel free to contact
me at (320)-656-0787.
Thank:.Y ou,
{./l ~.. ."t./ J / (
RonaldLc. H5mm~rding
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16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
CITY'S COpy
May 20, 2005
Ron Hommerding
RHA Architects Inc.
104 East Germain St.
St.Cloud, MN 56304
RE: West 24 Unit Creekside Apartments Tranquility Court.
Following are the results of the preliminary plan review for the West 24 Unit Creekside
Apartment building. Our review was based on the 2003 Minnesota State Building Code
(MSBC) which adopted with amendments the 2000 International Building Code (rnC) with
handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of
the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000
International. Fire Code (IFC) and excerpts from the National Fire Protection Association
(NFP A).
1. Submit signed HV AC, plumbing, firelsmoke alarm, electric all emergency lighting/exit
signs and sprinkler plans. Contractors to supply documentation of penetration fire
stopping systems.
2. Complete a Building Code analysis for building. Include NFPA 13 sprinkler
designation. Include the following:
a. Occupancy Classification and separations.
Classification: R-2 Apartment House, S-2 Parking Garage.
Separation: 1 hour Between R-2 and S-2. IBC Table 302.3.3 footnote a.
b. Type of Construction: R-2 V NS-2 VA Note: The type of construction may actually
be different for the basement S-2 parking garage, but the type of construction for the
building must be the same as per rnc 302.3.3.
c. Number of Stories:
R-2 three stories. Three stories allowed
S-2 basement.
d. Location on Property. North 20.13'; East 20'+ 60' Public way; South 31'+ 60'
Outlot A; West 31'+ 60' Outlot A.
e. Allowable Area Increases.
Note: a NFP A 13 system is required for fire department concerns.
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
1. Frontage increase:
50.3%= 100[584 -.25] 20.13
584 30
2. Frontage and sprinkler increase:
42,036= 12,000+ 12,000xSO.3%+ 12,000x200
100 100
a. Total allowable building: Actual: 1"1 12,932+ 2nd 12,583+ 3rd 12,697 = 38,212SF
underI26,108= (3x42,036) o.k.
b. Total Allowable first floor area:
Actual 1 sl 12,932 under 42,036 o.k.
f. Height and Number of stories. Actual 32.5+5.4'(Grade Plane)=39.9' allowed 50'
g. Occupant load and Exiting. All units have 2 occupants per bedroom.
Total
8 units ea. fl Occupant Load ExitsReqd
1 ST 34 40 Party room 74 2
2nd 34 34 Library 68 2
3rd 34 32 Library 66 2
g. Fire resistive requirements:
1. Exterior walls, Structural frame:
Basement Exterior and Interior bearing walls:
2. Interior walls, Roof-ceilings:
R-2: I-hr.
S-2: 2-hr.
R-2: I-hr.
S-2: I-hr.
3. Floor-ceilings:
R-2: I-hr
2-hr. between R-l and S-3 302.4
4. Shafts (Elevator, Stairways,
Fiues, Heating ducts, Bathroom
Exhaust Fans plumbing risers
sprinkler risers, electrical risers)
5. Elevator equipment room:
2-hr walls and 90 minute openings in R-2
2-hr walls and 90 minute openings in S-2
2-hr bearing walls
I-hr walls and 60 minute openings
3. Submit window specifications include U value. MSBC 7674.
2
4. Provide testing documentation indicating that exterior and interior walls, corridor
floors, I joists and roof truss construction meets one-hour fire resistive construction.
Shaft walls and elevator walls meet two-hour fire resistive construction in R-2
occupancy, and concrete block bearing walls in basement S-2 occupancy to meet two-
hour rating. Clear span floorlceiling, supporting beams and columns, foundation walls
in S-2 occupancy to meet two-hour fire resistive construction IBC 703.
Note: Detail l1AI0 shows 2 Layers of gypsum board applied to the bottom chord of
the roof trusses. If using Gypsum Association 1 hour fire resistive roof-ceiling design
or any other tested 1 hour fire resistive assembly with insulation added, be aware that
most systems require an additional layer of gypsum board that is required to be added
to the assembly which can change the structural bearing requirements of the structure.
See the 16th Edition of the Gypsum Association Fire Resistance Design Manual,
General Explanatory Notes.
5. Address IBC sections 716 Concealed spaces, and 707 Shaft Enclosures.
6. Mechanical subcontractors to provide firestopping system documentation at time of
mechanical permit application, addressing: mc sections 711 Penetrations of
plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes,
electrical and communication wires), 711.4 Floor/Ceilings (plumbing pipes, plumbing
"p" traps),
7. Provide documentation listing that construction (floors and walls) meets Sound
Transmission Control and Impact ratings by laboratory or field-testing. IBC 1207.
8. It is our understanding that the floor joists are to be floor I-joists instead of floor
trusses. II this is the case, the floor I-joists channels must be firestopped into volumes
not exceeding 160 cubic feet in lieu of installing a fire suppression system in the
concealed space. NFPA 13 5-13.1.1 Exception #4.
9. Provide Accessible ramp detail indicating dimensions and slopes of ramp. MSBC
1341.0430.
10. Accessible ramp cannot project into vehicular traffic lanes or access aisles. MSBC
1341.0430, Subpart 6.
11. Accessible parking stall and loading aisles to be 20 foot in length. MSBC 1341.0428
subpart 6.
12. If handrails are not continuous, they shall extend at least 12" beyond the top riser and
at least 12" plus the width of one tread beyond the bottom riser. MSBC 1341.0434
Subpart 4, Item B.
13. Provide swinging gate at top of first flight of stairs to be 42" minimum height.
Indicate spindle spacing of less than 4".
14. Class B or A roofing is required. IBC Table 1505.
3
15. All stairway and shaft (trash, Mech.) doors in the basement to be 1 hr rated. All
double doors to have a coordinator and astragal.
16. Provide I-hr fire-resistive construction at mailboxes.
17. Post occupant load sign in Libraries and Party Rooms. IBC 1004.3.
18. Provide not less than one standpipe for use during construction. Fire sprinkler/riser
permit required before building permit issued. IBC 3311.
19. Detai131 A: Install open barrier fencing cap on storage bins. Must have 18" of vertical
clearance below sprinkler heads. NFP A 13 Table 5-6.5.1.2.
20. Provide detail of fire barrier walls at elevator lobbies. Similar to detail 6/S-7. IBC
707.14.1. .
21. Detail 1IAI0, 2/AI0, 2nd and 3Td floor framing: all stairwells, elevator shaft and flue
shaft walls must be 2hr fire resistive construction continuously thru floor framing.
Similar to detail 6/S-7. IBC 707.5.
22. Detail 6/S-7: Provide detail for support of corridor floor framing and stair landings.
23. Sht S3: Provide all wood species.
24. Structural engineer to sign all stairway framing connections and structure, Exterior
deck to precast floor connections, deck to wood floor connections, 2xl0 corridor floor
connection to floor joists.
25. Detail 7 IS-7: State length of threaded rod.
26. Provide signed Structural Engineered drawings of foundation columns, beams, and
precast floors.
27. Provide structural engineered drawings of the floor and roof truss systems including
all framing connections at time of framing inspection.
28. Sht S-3: Is the Party room North exterior deck designed for 100# live load?
29. Detai13/S6: Maximum bottom of footing slope is 1:10. IBC 1805.1.
30. Provide fire-resistive construction behind and below all tub enclosures.
31. Entire building to be completed except for landscaping, prior to a Certificate of
Occupancy being issued. A Certificate is required before occupancy or moving into
building.
32. Maintain 96" vertical clearance height for emergency vehicle access aisle in Parking
Garage.
33. Install Fire Department lock box. See application.
34. State of Minnesota Building Codes and Standards Division must inspect Elevator.
MSBC 1307.0035.
4
35. Provide address numbers on building. IFC 505.
36. Structural engineering required on retaining walls over 4 feet in height.
Comments from the Planning and Engineering Departments are forthcoming. Call if there
are any questions, call at 952-447-9851.
Sincer.;.~ / -'~
l(~u!
Robert D. Hutchins
Building Official
cc. Eagle Creek Development
5
6 f.- Y'1isc..
t-/ 2--~ d
Engineering Department
MEMORANDUM
City of Prior lake
16200 Eagle Creek Avenue S.E.
Prior lake, MN 55372
FROM:
John Mespenbrink
Mes~enbrink Construction
Steve Albrecht, City Engineer
TO:
DATE:
Monday, June 13, 2005
RE:
Building Permit Lot 1, Block 1 Creekside Estates
The building permit survey for the above referenced lot is incomplete and does not meet the minimum
information requirements for review. The following items are missing and must be shown on the
survey:
1) Existing street, curb, retaining wall elevation information
2) Existing lot grade and information (lot corner and spot elevations)
3) Proposed building finished floor, lowest opening and exterior grade information
4) Proposed drainage patterns
5) Proposed parking lot and sidewalk locations, elevations and grades
Without the above information the City cannot adequately review the permit application. Please
submit a revised survey that includes the required information. Please contact Nathan Briese at 952-
447-9837 if you have any questions regarding these requirements.
C:\Documents and SetlingslJane\Local Setlings\Temporary Internet Files\OLK3\bp memo 52705.doc
ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS
· Surface storm water drainage flowing to the perimeter of this lot to
and from adjoining properties must be conveyed to the roadway
and/or to the rear of the lot in drainage swales within the drainage
easement.
· All bare soil areas must be protected from eroding into neighboring
properties through the properly installed and maintained silt fence or
bales.
· The silt fence required by the erosion control plan must be installed
prior to any earthwork being started.
· The builder is responsible for maintaining the erosion control
measures until the turf is established.
· The rock construction entrance must be installed at the time of
backfilling of the foundation.
G:\Admin\dept info\ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS.doc
Engineering Department
MEMORANDUM
City of Prior Lake
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372
TO:
John Messenbrink
Messenbrink Construction
FROM:
Steve Albrecht, City Engineer
DATE:
Friday, May 27,2005
RE:
Building Permit Lot 1, Block 1 Creekside Estates
The building permit survey for the above referenced lot is incomplete and does not meet the minimum
information requirements for review. The following items are missing and must be provided:
1) Existing street, curb, retaining wall elevation information
2) Existing lot grade and information (lot corner and spot elevations)
3) Proposed building finished floor, lowest opening and exterior grade information
4) Proposed drainage patterns
5) Proposed parking lot and sidewalk locations, elevations and grades
Without the above information the City cannot adequately review the permit application. Please
submit a revised survey that includes the required information. Please contact Nathan Briese at 952-
447-9837 if you have any questions regarding these requirements.
G:\Admin\Templates\MEMORANDUM FORM.doc
03;38/2006 :3:09
512-358-3810
:'NC
p~GE 01
&,~.u.'lt.... . ...., c..,....
Engjn~rinl Seniees for Noise and Vibntion Probltms
P,O.Box 100 QuverMN 553U (9S2) 36S-3S90 Fax (952) 368-3810
MaJch29, 2006
John Mesenbrink
Eagle: Creek Development
7765 E. 175th. St.
Prior lake, MN 55372
John
The [ol1O\\-'lng i$the acoustic test report foryot)t Crcelwcle Coouno.os project on llt 16520 Tranquilit). Court. Prior
Lake MN, As you <;an see both test$ e:'l:clMKkl~ the required minimum limit of 45.
If you nave any questions concerniIll this report, please give me a call
Belit Regards
"=:::::>
. ;, '~...
~~;'~der;~'
Acoustics &. Noise Control
Ac(>l1fti~ '" Noiw C()l'llml
U~/~~t~U~b _~:U~
512-358-3810
.:4~~C
P.:4GE 02
A~.ta.II...... . .....e Celli....
EDlinttriol Sen'ices for Noise and Vibration Problems
P.O. BOJl: 100 Carver MN 5S315 (952) 368.3390 fax (952) 368-3810
March 29, 2006
John Mesenbnnk
Eagle Creek Development
7765 E. 175th. St
Prior Lake, MN 5S312
Letter Report
Acoustics &. Noise Control (ANe) conducted fSTC (Ficl(J Standard Transmisslotl Class) and FUC (Field Impact
InBUlation ClaSS) tests on the Oxford Creekside Conunons project on ilt 16520 Tranquility Cowt, Prior Lake MN.
Tests were conducted on March 27,2006.
FSTC tests were conducted between the oo.mn\01l wall between bedrooms of units 106 and 108. FIle test were
conducted between the: floor/tt:iling of the bedroonls of units 208 to unit 108. Results are reported on the foUowlng
table and aiain on the attached report graphs.
FSTC
52
nle
FOC
nla
7'7
emo--d
none
Carpet
$ectrO'l12~ (lflhlt U,,/fQl'm R"iJdi..g Cod. cc'I$ldel'J ~ "8$111/$ of 4J r)' gr.all!t <1$ m~ltrirrg the N;,t~ for SOt"" hobtfOn. S<<rltOrl .' ~08.3 ofrht
Uniform Suiidl'lIg Code C"1'l$(d~r3 ~ >'effih cf i5 or 8'soU<, ~1 m.'etlltl. the I"lrr.:' ,sq"{~_"r3 jor Jmp<iC! Stm."rt /WiIJI:01l.
."'S'l'C "'$1, WIIrs cond.It"'d per ASIM E-nt$, A"bcnti. Sculld l"nlklrJ(ItI FIeld Te3~. FJ.IC lelll Mre condw;r..d per AsrM E )00 7 (FieJ.i
MSQ$llre>nfl"t Q(TapP/fI!! M<<.1/I". fl/lpat:1 ~nd TrQJf3111ill/on rlt~ F1co'~.:t!/1111& A.m:mhIII!J <l"d A$lQC!Q~d SuppurtJ1d SIn;ctll.rc3) c:md E-9~9.
/DEr.rmillQliOl'l of J."pact Inlll.",I1(>1I Cia,,). DoI/1 (.l,.r: wrk ,It"flla for tlt"s~ /1U/5 ..iii bt! f/:spt all /ikl ,)1 111111 ANr::,f/;;c/tillfl.'
...-..-,;.
~_..""
~;:.:':;....
Roger J. Andenon
Principal Engineer
Acoustics & Noise Control
~ollib~ &: !'\IoI~ Control
03J3d/2D05 ~3:03
E.12-358-3810
A~~l";
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LArCh~t~ctura1 Acoustics Test Re~~. ".~
I ANSI ElM - 05
I Standard T..t Method for Me..urement of Airborne Sound
Attenuation Between Rooms In Buildings.
Customer: Elgie Creek Development
Location: Creekside Commons
18520 Tranquility Court, Prior Lake MN
Units: Bedroom of unit 106 to Bedroom of unit 108
Tecst spfI(;imen eree s: 8.0 rn'
Source room volume: 37.0 m'J
RKelvlng room volume. 42.0 m~
TI!l8t report numDer TR-032700-E-FSTC
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1~ 33.1 !
1eo I 37.1 i
200 38.$
250 41.8
315 ~.7 -1
400 .e:r
500 .7.2
B30 50.5
SOO !!A.7
1000 ~.8
1250 5lU
1800 57.3
2000 53.0
2500 63.0
3150 57.1
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t~60 2(X) 250 315 400 500 530 800 'K '.25l( l.51< 2K 2.5K:!.15K 4K
F I1iql.WOf
FSTC = 52.0
T_ DlIte: 3f27fOO
Report Date: 3/29/00
Acoustics & Noi&e Control
Constnldlon DtItaII:
Two layers of 518" &Met lock, 2)( 4" _gered studll at 16.' on center
on 2 x 5" pleW. R-1911berg1... fIIlllnd 2 ~ of 5/8" sheet lock.
Signature:
A_"_~ __JW_."-
".Q._,.a.-,/JtNWJ~ _tH.~- rr_.. .. 8>-- r - _: ....,...1......._-
_.. ...__.,___~.~._...."...__._.,...._.n__.,_'"'n\..,_,,i, ,,'''-, "','" _._
03!3D!2D05 :3:09
512-358-3810
ANC
PAGE 04
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I Architectural Acoustics Test Report
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Testing Conducted per ASTM E 1007 . 04
Standard rest Method for Field Measurement of Tapping Machine Impact
Sound TranamlUlon Through Floor-Ceiling Assemblies anet
AlaoclateCl Support Structures
Customer: Eagle CrMk Development
Lo~n: Cr~deCommon.
16520 Trl!lnqulllty Court, Prior lake MN
Units: Bedroom of unit 208 to Bedroom of unll: 108
Test report number: TR.032706-E.FIIC
A.eclJiving room volume:
42.0
m~
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100 I 41.1
125 38.2
160 3e.ll
'200 32.4
250 32.0
315 295
~
-400 25.7
500 27.5
e30 20.5
800 21.1
1QQO 17.0
1250 15.8
1 fXlO 15.5
2000 15.2
2500 15.4 I
31!50 1!!.9
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File IE 77.0
Tm Dille: 3127108
Report Date: 3/29/06
AccUll'lic$ & NoiM Control
Floor Dettll: Carpet with pad on 3/4" gypcrete and 3/4" oxboard
on 18" wood truss on 16"' centers, 4" ftberglals fill, .
.nd :2 I'Y.~ of 1 {2" sh4Mt rook on r~ oh:annel,
Sigl'lflture:
......... ,.. c--I
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Mar 30 21 05:08p
LSamstadltascaEngineerlng
(952)445-2106
p.3
March 31, 2006
ITASCA ENGINEERING
P.O. BOX 616
SHAKOPEE, MN 55379~0616
952-445-7993
City of Prior Lake
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372
Re: Retaining Wall, 24 Unit Building, Lot I, Block 1, Creekside Estates, Prior Lake, MN.
Dear City of Prior Lake:
r have inspected the boulder retaining wall, referred to in my letter of June 16,2005. The retaining wall
had been constructed per my instructions and I approve the boulder retaining wall.
I hereb certify that this letter report has been prepared by me and that I am a duly registered
Professional Civil Engineer under the laws of the State if Minnesota. If you have any fUl1her
questions or if I can be of any further assistance, please do not hesitate to phone or write.
Note: This letter substantiates a letter of temporary approval dated March 24, 2006.
Sincerely,
Mar 30 21 05:08p
LSamstadltascaEngineering
(9521445-2106
p.2
March 31, 2006
ITASCA ENGINEERING
P.O. BOX 616
SHAKOPEE, MN 55379-0616
952-445-7993
City of Prior Lake
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372
Re: Retaining Wall, 24 Unit Building, Lot 1, Block 1, Creekside Estates, Prior Lake, MN.
Dear City of Prior Lake:
In the driveway of the above building at the location where the driveway swings to enter the building at
the lower level Wldergrow1d parking garage, there is a storm sewer manhole. The grate for this st0n11
sewer inlet is apparently set at such an elevation that very little of any storm water will reach the
lmdergroWld outlet.
Also, below this storm sewer manhole, there is a curb cut which allows that stann water not calptured
by the manhole to drain out over a lawn area above a retaining wall constructed by Hawkins Tree &
Landscaping, 1776 Canterbmy Road, Shakopee, MN 55379.
Both these items above endanger the stability of the retaining wall if large amounts of concentrated
storm water is allowed to flow over or behind the boulder wall. This will erode the earth and sod from
behind the recently constructed wall. The design ofthe driveway and associated drainage was not a part
of the boulder wall design. Therefore, be inforn1ed that any damage to the wall from this deficient
drainage system carmot be attributed to the boulder retaining wall or its design and construction.
I hereb certify that this letter report has been prepared by me and that I am a duly registered
Professional Civil Engineer under the laws of the State if Minnesota. If you have any further
questions or if I can be of any furthcr assistance, please do not hesitate to phone or write.
Sincerely,
IT ASCA ENGINEERING.
CITY'S COpy
r~) ~ @ ~ u m ~ ~
lill JUL 1 9 Z005 ~
By
July 18, 2002
To: Robert D. Hutchins
City of Prior Laken.
Building Inspection Department
From: RHA Architects
104 East St. Germain St.
St. Cloud, MN 56304
RE: West 24 Unit Creekside Apartments
Dear Robert,
These items would be in answer to your comments letter dated May 20,
2005.
Item 3: Please see attached window data and energy calc,s
Item 5: See attached detail of elevator shaft
Item 7: See attached floor and wall ratings
Item 9: See attached revised detail.
Item 16: Owner t provide mail box details
Etem 18: The owner will provide standpipe details
Item 20: The elevator lobby is enclosed with one hour walls and doors see plan
Item 24: See attached details from structural engineer.
Item 25: The length of rod to be 28".
Item Item 26 These will be provide be the owner
..-1i'
Item 28 Yes this deck is designed at 100# live load see revised drawing
Item 37 See attached drawing for header supports
If you have any questions regarding these items please feel free to contact
me at (320)-656-0787.
Thank You,
Ronald C. HOffimerding
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Page 21
(a)
Staggered wood studs at 400 mm o.c. on 140 mm plate plus resilient furring channels one
side with one or two layers gypsum board each side
(b) (c) (d) one or two layers of gypsum board
38x89 mm staggered wood studs at
400 mm o.c. on 140 mm plate, with
absorptive material (as noted) in inter-
stud cavity
13 mm resilient furring channels at
600 mm o.c.
one or two layers of gypsum board
Table SWS-3:
~ ~
a) One layer of gypsum board on each side plus resilient furring channels on one side:
GVDsum Board Absorptive Material Test Number STC R-
15.9 mm Type X (C~glaSS fibre (G1) 89 mm batt, woven* TL-93-214 @ 52
WALt- T"\P6 Z cellulose (C1) 50 mm spray (62 kg/m3) TL-93-244 52 53
cellulose (C2) 140 mm blown (55 kg/m3) TL-93-238 53 54
12.7 mm Type X (A) glass fibre (G1) 89 mm batt, woven* TL-93-213 49 52
cellulose (C1) 50 mm spray (60 kg/m3) TL-93-259 48 51
cellulose (C2) 140 mm blown (55 kg/m3) TL-93-239 49 51
b) One layer of gypsum board one side, two layers of gypsum board plus resilient furring
channels other side:
15.9 mm Type X (C) glass fibre (G1) 89 mm batt, woven* TL-93-215 56 57
cellulose (C2) 140 mm blown (55 kg/m3) TL-93-237 57 59
12.7 mm Type X (A) glass fibre (G1) 89 mm batt, woven* TL-93-212 54 57
cellulose (C2) 140 mm blown (55 kg/m3) TL-93-240 54 56
c) Two layers of gypsum board on one side, one layer gypsum board plus resilient furring
channels other side:
15.9 mm Type X (C)
cellulose (C2)
140 mm blown (55 kg/m3)
TL-93-235
57
58
d) Two layers of gypsum board on each side plus resilient furring channels on one side:
15.9 mm Type X (C) cellulose (C2) 140 mm blown (55 kg/m3) TL-93-236 62 64
glass fibre (G1) 89 mm batt, woven* TL-93-216 62 62
12.7 mm Type X (A) glass fibre (G1) 89 mm batt, woven* TL-93-211 60 62
* Note: See Figure below Table SWS-1.
10~@~Dm~w
W JUL 1 9 Z005 W
By_________
MOLIN
CONCRETE PRODUCTS COMPANY
Since 1897
PRECAST DESIGN CALCULATIONS
Proj ect:
Address:
Creekside Estates
Prior Lake, MN
Molin Job#:
BFX-05-5251-E
Date:
June 6, 2005
Design Calculations
I hereby certify that this plan, Specification, or report
was prepared by me or under my direct supervision
and that I am a duly licensed Professional Engineer
undefTh ws of the State of Minnesota.
"
Date: 7~z/os
,
Reg.No. 2J 94-2-
415 Lilac St
Lino Lakes MN 55014
Ph: (651) 786-7722
Fax: (651) 783-3401
Pages 1 thru 43
r ,,/ 2'-0. 8/12 LEDGES JOB NAME \
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Since 1897
CONCRETE PRODUCTS COMPANY
415 Lilac Street, Lino Lakes, MN 55014
Office 651-786.7722. FAX 651-786-0229
1-800-336-6546 . www.molin.com
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OVER 100 YEARS OF CUSTOMER SERVICE
--
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Hollow Core Plank · Precast Beams and Columns · Insulated Wall Panels · Stadia
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software,
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
Inc
~
SUMMARY REPORT
Design Code Used: ACI318/318M-02
CONCRETE MATERIAL PROPERTIES
Precast Beam
Concrete Density
Compressive Strength
Modulus of Elasticity
Strength at Transfer
Modulus of Elast. at Transfer
Wt
f'c
Ec
f'ci
Eci
153
9.0
5925
3.5
3695
pcf
ksi
ksf
ksi
ksi
Cement Content
Air Content
Slump
Aggregate Mix
Curing Method
Humidity
Basic Shrinkage
550
3.00
4.00
0.55
Steam
70
Strain =
Ib/yd^3
%
in
(ratio fine to total aggregate)
Construction Schedule
Age at Transfer
Age at Erection
Age at Topping Placement
Age Topping is Composite
0.75
40
50
53
days
days
days
days
%
780E-6
BEAM LAYOUT
Segment/Length
No From To
ft ft
Offset
Z Y
in in
Section Identification
Folder Section
tl
in
Topping Parameters
b1 t2
in in
b2
in
1
0.00
17.50
0.00
0.00
Inv. Tee
24IT24-8-12
..
Total Beam Length = 17.50 ft, Left Support @ 0.00 ft, Right Support @ 17.50 ft, Span
17.50 ft
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg . A I yb Sb
No. in^2 in^4 in in^3
St
in^3
vis
in
bw
in
h
in
1
496.0
22529
10.90
2066
1720
5.17
16.00
24.00
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
PRESTRESSING STEEL TENDONS
Prestressing Strand Details
Offsets
Debonded Length *
Left Right
ft ft
Tendon
Area
in^2
Jacking Force
Pj %fpu
kip
ID Qty Material Section x y
ft in
1 Q.U:7~-'---~ 0.00 2.50
Es= 28000.0 ksi ~ 17.50 2.50
notes: *~n the debond length indicates that the strand
Prestressing steel is low relaxation strand.
Calculated Losses: Initial = 3.8 %, Final
Maximum Total Prestress Forces: Pj(jacking)
pi (transfer)
Pe (effective.)
0.00
0.00
1.224
231.3
0.70
is fully developed at that end.
9.7
%
231. 3
222.6
208.8
kip,
kip,
kip @ x
8.75 ft
Prestressing Strand Transfer and Development Lengths
ID Diameter
in
End
Debond
in
fse
ksi
fps
ksi
Transfer
in
Development
in
1
1
0.50
0.50
LEFT
RIGHT
0.00
0.00
166.85
166.85
267.27
267.27
27.78
27.78
77.99
77.99
LONGITUDINAL REINFORCING STEEL
Reinforcing Steel Groups
ID Qty Grade Bar Size *
ksi
."'rea
ill "..2
Start *
ft
End *
it
Offset
in
Offset Reference **
Engineer: Steve Brawthen
File: 52S1.typbeamCON
('ompalj.~,' r'1c:ll:iJ] C()IJCIE:~tE' PLod\lct;::.
J='11 J\.lJl )(:1:42:J.3 2C)(IS
Summary Report
vi
concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
1 2 60.0 #8
~_.-----~--------.....~..~.-
0.00
1.580
0.00
2.50 top of the beam
notes: * A 'c' or 'H' suffix indicates "epoxy coating" and "hooked end" respectively.
** Offsets are measured up from the bottom or down from the top
Reinforcing Steel Development Lengths (in)
Location Coating Density Bar Size
ID Factor Factor Factor Factor
1
1. 30
Left End of Rebar
Tension Compression
Right End of Rebar
Tension Compression
41.11
16.56
1. 00
1. 00
1. 00
41.11
16.56
notes: Tight confinement by stirrups not accounted for.
Product of location and coating factors not taken greater than 1.70.
BEAM AND TOPPING SELF-WEIGHT
Segment/Length
From To
No. ft ft
1
0.00
Linear Weight
Beam Topping
kip/ft kip/ft
17.50
0.53
Load Case
EXTERNALLY APPLIED LOADS
Load Type
SDL AT D
SDL AT D
SDL AT D
SDL AT D
Live Load L
Live Load L
Live Load L
Live Load L
* point loads
Load Label
Load Intensity (*)
Left Right
Offset (ft)
Left Right
0.70
1. 41
1. 50
0.92
0.83
0.66
2.50
1. 42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.50
17.50
17.50
17.50
17.50
17.50
17.50
17.50
DL8plank
DL12plank
DL12bw
DLtorsion
LL8plank
LL12plank
LL12bw
LLtorsion
Line Load
Line Load
Line Load
Line Torsion
Line Load
Line Load
Line Load
Line Torsion
0.70
1.41
1. 50
0.92
0.83
0.66
2.50
1. 42
kipft, line torsion
kipft/ft
kip, line loads = kip/ft, point moment/torsion
Load Combinations
Factored Combination 1 1. 40 D + 1. 40 F
Factored Combination 2 1. 20 D + 1. 60 L + 0.50 SRLr + 1. 20 F + 1. 20 T
Factored Combination 3 1. 20 D + 1. 00 L + 1. 60 SRLr
Factored Combination 4 1. 20 D + 1. 60 SRLr + 0.80 WE
Factored Combination 5 1. 20 D + 1. 00 L + 0.50 SRLr + 1. 60 WE
Factored Combination 6 0.90 D + 1. 60 WE
(The use of T is not yet implemented)
SHEAR STIRRUPS
From
ft
0.00
To
ft
Stirrup Stirrup Number of Legs Total Stirrup Area Stirrup Spacing
Grade Size Stirrup Interface Stirrup Interface Stirrup Interface
ksi in Beam Ties in^2 in^2 in in
60.0 0 0 0.00 0.00 0.00 0.00
17.50
TORSION PARAMETERS
Seg. Torsion Parameters
No. Aoh Ph
in ^ 2 in
1
240.00
64.00
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Factored Effects
Total ID~factored Effects
Ens~:i nee 1 Ste\Je Bl-a~.vt:}lE:n
FIle 51 typbeam CON
IiI} ('C>11c'rete Pr(:>d\.lcl
F'-l!. L:ll.1n C.~ 1():4::~ nOr:,
Summary Report
/
<(
./
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
x (ft) Moment (kipft )
Total Sustained
0.00 0.0 0.0
1. 75 112.0 57.0
3.50 199.1 101.4
5.25 261.3 133.0
7.00 298.7 152.0
8.75 311.1 158.4
10.50 298.7 152.0
12.25 261.3 133.0
14.00 199.1 101.4
15.75 112.0 57.0
17.50 0.0 0.0
Shear Moment Torsion
( kip) (kipft) (kipft)
99.3 0.0 29.5
79.4 156.4 23.6
59.6 278.0 17.7
39.7 364.9 11.8
19.9 417.1 5.9
0.0 434.4 0.0
-19.9 417.1 -5.9
-39.7 364.9 -11.8
-59.6 278.0 -17.7
-79.4 156.4 -23.6
-99.3 0.0 -29.5
SUPPORT REACTIONS (kip)
Unfactored Support Reactions
Load Case Left Right
Beam Wgt 4.6 4.6
SDL BT 0.0 0.0
Topping Wgt 0.0 0.0
SDL AT 31.6 31. 6
LL Sustain 0.0 0.0
Live Load 34.9 34.9
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
VWind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 36.2 36.2
Total 71.1 71.1
Factor Max. 99.3 99.3
CONCRETE STRESS RESULTS
(+ve = compression, -ve
tension)
Location
x
ft
Stress
ksi
STRESSES AT TRANSFER
Maximum Compression
Top of Beam
Bottom of Beam
0.00
2.45
0.00
1. 23
Maximum Tension
Top of Beam
Bottom of Beam
2.45
0.00
-0.52
0.00
STRESSES IN SERVICE
Maximum Compression
Top of Beam
Bottom of Beam
Maximum Tension
Top of Beam
Bottom of Beam
8.75
15.23
1. 52
0.38
-~~~-::-::--..~~--
0.00 ~.- ~.oo
8.75 ~.53
(SUSTAINED LOADS ONLY)
STRESSES IN SERVICE
Maximum Compression
Top of Beam
Bottom of Beam
8.75
2.27
0.50
0.76
* Bilinear deflection calculation used.
Modulus of Rupture,
Transfer Strength Required,
Transfer Strength Specified,
fr
f'ci
f 'ci
Limit
ksi
Overstress
Notice
2.10 0 %
2.10 0 %
Longitudinal Tensile Rebar Needed (inA2)
Required Provided Additional
-0.18 191 % 1.0 1.6 0.0
-0.35 0 % -- oJ
l..--:W C
5.40 0 %
5.40 0 %
-1.14'--.\. 0 % Class U member - not cracked
-1.14 * J 0 % Class U member - not cracked
___r~-
4.05 0 %
4.05 0 %
-0.71
2.05
3.50
ksi
ksi
ksi
EnqineE."l Ste\Te Bl"a'J\!t bE'll
File: '. ",1 t:,'plJe.wl con
----..
[.101 i 1]
1 .Tun
Lc' -.1:, _]
(~ r'l r.;
t't c
t ;:;
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
l.
DISTRIBUTION OF FLEXURAL STEEL & CRACKING
Beam Not Cra~
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 8.75 ft
Load Instantaneous @ @
Case Deflections Transfer Mult. Erection
@
Completion Mult.
@
Final
Prestress Camber 0.113 0.113 1. 35 0.153 0.153 1. 63
Beam Weight -0.012 -0.012 1. 37 -0.017 -0.017 1. 74
Dead Load before topp. 0.000 0.000 0.000 1. 74
Topping Weight 0.000 0.000 0.000 1. 57
Dead Load after topp. -0.055 0.000 -0.055 1. 87
Live Load -0.060
Net Deflection 0.101 0.136
Net Deflect. (sustained loads)
0.185
-0.022
0.000
0.000
-0.102
-0.060
0.001
0.061
Note: Live Load includes all live load cases, including sustained live load.
Span/deflection : DL Growth + LL
L / 2609 < L/480 OK for non-structural attachments
< L/240 OK otherwise
L / 3479 < L/180 OK for roofs
< L/360 OK for floors
Only LL
DL Growth since
Completion + LL
0.032
-0.005
0.000
0.000
-0.048
-0.060
-0.080
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/318M-02
Beta Used: for precast beam = 0.650
Factored Design Minimum Depth in Net Tensile Flexure 0 Conformance
Moment Strength Strength Compression Strain Class Notes
x Mu 0Mn 1.2Mcr c
ft kipft kipft kipft in
0.00 0.0 0.0 152.9 0.00 0.0000 Compression 0.65
1. 75 156.4 213.8 344.3 2.17 0.0267 Tension 0.79 [2]
3.50 278.0 339.1 409.1 2.80 0.0201 Tension 0.83 [2]
5.25 364.9 427.5 411.3 3.23 0.0170 Tension 0.87
7.00 417.1 494.8 412.6 3.56 0.0151 Tension 0.90
8.75 434.4 494.8 413 .1 3.56 0.0151 Tension 0.90
10.50 417.1 494.8 412.6 3.56 0.0151 Tension 0.90
12.25 364.9 427.5 411.3 3.23 0.0170 Tension 0.87
14.00 278.0 339.1 409.1 2.80 0.0201 Tension 0.83 [2]
15.75 156.4 213.8 344.3 2.17 0.0267 Tension 0.79 [2]
17.50 0.0 0.0 152.9 0.00 0.0000 Compression 0.65
Points of Maxi~m-and;..Minim\,lm.-F~-DF-ed--Memen-t'- . "
8.75 ~ 494.8 _.---3.D-.J,.....-> 3.56 0.0151 Tension 0.90
0.00 . '--cr:-rr- - 133 . 0 0.00 0.0000 Compression 0.65
Points of Critical Moment Design
8.75 434.4 494.8 413 .1 3.56 0.0151 Tension 0.90
0.00 0.0 0.0 -133.0 0.00 0.0000 Compression 0.65
Conformance Note [2]: Problem - 0Mn < 1.2Mcr and 0Mn < 2.0Mu
** 0 varies linearly over the development length (per draft ACI 318-05).
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACI318/318M-02
Applied Shear Prestress
Shear Depth Component
x Vu d vp
ft kip in kip
Stirrup +
Strength
0Vs
kip
Shear
Strength
0Vn
kip
Applied
Torsion
Tu
kipft
Concrete
Strength
0Vc **
kip
0.00
1.75
3 ~O
13.6
99.3
112 7
69.7
29.5
23 "
1"7 ~
99.3
79.4
59.6
21.50
21.50
21.50
0.0
0.0
85.7
109 2
66.1
6
1 6
Threshold
Torsion
0Tcr/4
kipft
Conforma
Notes
15.2
20.5
2:2 0
Enr::lineo('_t Pral.,\ltller:l
FilE:': CI)~:)-] t;,p_bCc:ll1lC'ON
.1
Cornpan/. ['-101 ill 1 (' j t- ~;, PJ <xh.1ct;:~
Fl j l.~IU]1 ] 3 ~:()U[
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
--,
5.25 39.7 21.50 0.0 41. 6 3.6 45.2 11. 8 22.1
7.00 19.9 21.50 0.0 41. 6 0.0 41. 6 5.9 22.1
8.75 0.0 21. 50 0.0 41. 6 0.0 41. 6 0.0 -22.2
10.50 -19.9 21.50 0.0 -41. 6 0.0 -41.6 -5.9 -22.1
12.25 -39.7 21.50 0.0 -41.6 -3.6 -45.2 -11.8 -22.1
14.00 -59.6 21.50 0.0 -66.1 -3.6 -69.7 -17.7 -22.0
15.75 -79.4 21. 50 0.0 -109.2 -3.6 -112.7 -23.6 -20.5
17.50 -99.3 21.50 0.0 -85.7 -13.6 -99.3 -29.5 -15.2
* Stirrup resistance based on required stirrup area.
Required Stirrups Stirrup Stirrup Spacing Long. Torsion Steel, Al Conform
Total Torsion* Provided Provided Required Total Allowable Note
x (Av+2At)/s At/s Av+2At s s Required Reduction**
ft in^2/in in^2/in in^2 in in in^2 in^2
-- N/A N/A 2.97 min Al
0.00 0.044 0.015 8.00 0.00
1. 75 0.024 0.012 N/A N/A 8.00 3.16 0.00 min Av
3.50 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
5.25 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
7.00 0.000 0.000 N/A N/A 18.00 0.00 0.00
8.75 0.000 0.000 N/A N/A 18.00 0.00 0.00
10.50 0.000 0.000 N/A N/A 18.00 0.00 0.00
12.25 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
14.00 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
15.75 0.024 0.012 N/A N/A 8.00 3.16 0.00 min Av
17.50 0.044 0.015 N/A N/A 8.00 2.97 0.00 min Al
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery) .
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam section.
~
~
1., -.tt-"1. t<. f
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Enq:t
Fi IE' .
Bl-C,'vlit hen
i I iT,L'" am. CClH
I] 1
,) iJ
If t,~ [']
1" :,j
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Since 1897
CONCRETE PRODUCTS COMPANY
415 Lilac Street, Lino Lakes, MN 55014
Office 651-786-7722. FAX 651-786-0229
1-800-336-6546 . www.molin.com
Project <?..~tJa...\ J.A. €.s.~ k f"
\)"'-~~_r \. L,.,.I"'{ ")
Sheet No.
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Job No.
Date TLAo"-c ::, '0;:
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OVER 100 YEARS OF CUSTOMER SERVICE
..
(Ii)
Hollow Core Plank · Precast Beams and Columns · Insulated Wall Panels · Stadia
Summary Report
c=,
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
SUMMARY REPORT
Design Code Used: ACI318/318M-02
Precast Beam
CONCRETE MATERIAL PROPERTIES
Concrete Density
Compressive Strength
Modulus of Elasticity
Strength at Transfer
Modulus of Elast. at
fIt""
Wt
Ec
f'ci
Transfer Eci
153
q 0
5925
3.5
3695
pcf
ksi
ksi
ksi
ksi
Ib/yd^3
%
in
(ratio fine to total aggregate)
Cement Content
Air Content
Slump
Aggregate Mix
Curing Method
Humidity
Basic Shrinkage
550
3.00
4.00
0.55
Steam
70
Strain =
%
780E-6
Age
Age
Age
Age
Construction Schedule
at Transfer
at Erection
at Topping Placement
Topping is Composite
days
days
days
days
0.75
40
50
53
BEAM LAYOUT
Segment/Length
No From To
ft ft
Offset
Z y
in in
1
0.00
19.00
0.00
Total Beam Length = 19.00 ft, Left Support @ 0.00 ft, Right Support @ 19.00 ft, Span
19.00 ft
Section Identification
Folder Section
Topping Parameters
b1 t2
in in
b2
in
t1
in
0.00
IlJY 'l'F'P
?4T'l'24-e-12
St
in^3
ViS
in
h
in
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg. A I yb Sb
No. in^2 in^4 in in^3
1
496.0
22529
10.90
bw
in
2066
1720
5.17
16.00
24.00
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
PRESTRESSING STEEL TENDONS
Prestressing Strand Details
ID Qty
Material
Section
/~
8 fpu=270 ksi
Es= 28000.0 ksi
---.
SWS#1/2"
Offsets Debonded Length *
x y Left Right
ft in ft ft
0.00 2.50 0.00 0.00
19.00 2.50
Tendon
Area
in^2
Jacking Force
Pj %fpu
kip
1.224
231.3
0.70
A suffix 'D' on the debond length indicates that the strand
Prestressing steel is low relaxation strand.
Calculated Losses: Initial = 3.7 %, Final
Maximum Total Prestress Forces: Pj (jacking)
pi (transfer)
Pe{effective)
notes: *
is fully developed at that end.
9.6
%
231.3
222.8
209.2
8.74 ft
kip,
kip,
kip @ x
End
Prestressing Strand Transfer and Development Lengths
ID Diameter
in
Debond
in
1
1
0.50
0.50
LEFT
RIGHT
0.00
0.00
fse
ksi
fps
ksi
Transfer
in
Development
in
166.95
166.53
267.27
267.27
27.80
27.73
77.96
78.10
LONGITUDINAL REINFORCING STEEL
Reinforcing Steel Groups
ID Qty Grade Bar Size *
ksi
En9 ineel
File: :<2
.StE:\'e Brav:t.llE:n
P7.CON
Area
in^2
End *
ft
Offset
1n
Offset Reference **
Start *
ft
I'~c.] 111
Fl i l-J-Ull
Ill-C)cluct
1 (J 1 0 U ~I
Summary Report
Concise Beam (TM) , version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
I:)
2.50 top of the beam
1 2
60.0
#8
1.580
0.00
0.00
notes: * A 'c' or 'H' suffix indicates "epoxy coating" and "hooked end" respectively.
** Offsets are measured up from the bottom or down from the top
Reinforcing Steel Development Lengths (in)
Location Coating Density Bar Size
ID Factor Factor Factor Factor
Left End of Rebar
Tension Compression
Right End of Rebar
Tension Compression
1
1.30
1. 00
1. 00
1. 00
41.11
16.56
41.11
16.56
notes: Tight confinement by stirrups not accounted for.
Product of location and coating factors not taken greater than 1.70.
BEAM AND TOPPING SELF-WEIGHT
Segment/Length
From To
No. ft ft
Linear Weight
Beam Topping
kip/ft kip/ft
1
0.00
19.00
0.53
EXTERNALLY APPLIED LOADS
Load Intensity (* ) Offset (ft)
Load Case Load Label Load Type Left Right Left Right
SDL AT D DL8plank(1) Line Load 0.72 0.72 0.00 9.00
SDL AT D DL8plank(2) Line Load 0.20 0.20 9.00 19.00
SDL AT D DL12plank Line Load 1. 41 1. 41 0.00 19.00
SDL AT D DL12bw (1) Line Load 1. 50 1. 50 0.00 9.00
SDL AT D DL12bw(2) Line Load 0.52 0.52 9.00 18.00
SDL AT D DL12distpost(1) Line Load 0.67 0.67 8.00 12.00
SDL AT D DL12distpost(2) Line Load 0.67 0.67 16.50 19.00
SDL AT D DLtorsion1 Line Torsion 0.91 0.91 0.00 9.00
SDL AT D DLtorsion2 Line Torsion 0.76 0.76 9.00 19.00
SDL AT D DLtorsion3 Line Torsion 0.30 0.30 8.00 12.00
SDL AT D DLtorsion4 Line Torsion 0.30 0.30 16.50 19.00
Live Load L LL8plank(1) Line Load 0.34 0.34 0.00 9.00
Live Load L LL8plank(2) Line Load 0.22 0.22 9.00 19.00
Live Load L LL12plank(1) Line Load 0.66 0.66 0.00 9.00
Live Load L LL12plank(2) Line Load 1.11 1.11 9.00 19.00
Live Load L LL12bw (1) Line Load 2.50 2.50 0.00 9.00
Live Load L LL12bw(2) Line Load 0.87 0.87 9.00 18.00
Live Load L LL12distpost(1) Line Load 2.20 2.20 8.00 12.00
Live Load L LL12distpost(2) Line Load 2.20 2.20 16.50 19.00
Live Load L LLtorsion1 Line Torsion 0.97 0.97 0.00 9.00
Live Load L LLtorsion2 Line Torsion 0.89 0.89 9.00 19.00
Live Load L LLtorsion3 Line Torsion 1. 00 1. 00 8.00 12.00
Live Load L LLtorsion4 Line Torsion 1. 00 1. 00 16.50 19.00
* point loads kip, line loads = kip/ft, point moment/torsion kipft , line torsion kipft/ft
Load Combinations
Factored Combination 1
Factored Combination 2
Factored Combination 3
Factored Combination 4
Factored Combination 5
Factored Combination 6
(The use of T is not yet
1.40 D + 1.40 F
1.20 D + 1.60 L + 0.50 SRLr + 1.20 F + 1.20 T
1.20 D + 1.00 L + 1.60 SRLr
1.20 D + 1.60 SRLr + 0.80 WE
1.20 D + 1.00 L + 0.50 SRLr + 1.60 WE
0.90 D + 1.60 WE
implemented)
SHEAR STIRRUPS
Stirrup Stirrup Number of Legs Total Stirrup Area Stirrup Spacing
From To Grade Size Stirrup Interface Stirrup Interface Stirrup Interface
ft ft ksi in Beam Ties in^2 in^2 in in
.-- --- DO D. 00
O. 00 19. 00 60. 0 0 0 o. 00 0.00 0
Engi ]"lE'I I
FIle:
(_'omp;:lll': I'll, >1 ill 1 '2~.J' roduc:t ~:;
FJ - j ,:1 U !I I) : :;~..1 : () J ) 0 C ~:,
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
TORSION PARAMETERS
Seg. Torsion Parameters
No. Aoh Ph
in^2 in
1
240.00
64.00
\\
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Unfactored Effects
x (ft) Moment (kipft)
Total Sustained
0.00
1. 90
3.80
5.70
7.60
9.50
11.40
13.30
15.20
17.10
19.00
0.0
121.5
215.5
281.7
320.3
328.4
306.1
258.4
192.5
108.7
0.0
Total Factored Effects
Shear Moment Torsion
(kip) (kipft) (kipft)
0.0
62.6
110.2
142.9
160.5
162.5
151.1
128.3
95.7
53.4
0.0
99.2
79.1
59.0
38.9
18.8
-5.9
-26.9
-42.2
-55.0
-70.3
-89.2
0.0
169.4
300.6
393.6
448.4
460.5
429.4
362.1
269.8
152.5
0.0
28.3
23.3
18.3
13.3
8.2
0.4
-7.7
-13 .3
-17.8
-23.4
-31.6
SUPPORT REACTIONS (kip)
Unfactored Support Reactions
Load Case Left Right
Beam Wgt 5.0 5.0
SDL BT 0.0 0.0
Topping Wgt 0.0 0.0
SDL AT 31. 9 25.9
LL Sustain 0.0 0.0
Live Load 34.3 32.6
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
VWind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 36.9 30.9
Total 71. 2 63.5
Factor Max. 99.2 89.2
CONCRETE STRESS RESULTS
(+ve = compression, -ve
Location
x
ft
STRESSES AT TRANSFER
Maximum Compression
Top of Beam
Bottom of Beam
Maximum Tension
Top of Beam
Bottom of Beam
16.53
0.00
STRESSES IN SERVICE
Maximum Compression
Top of Beam 8.93
Bottom of Beam 16.72
En~lj
F j 1 t
',1 137.
tension)
Stress
ksi
Limit
ksi
0.00
2.47
0.00
1. 23
2.10
2.10
-0.51
0.00
-0.18
-0.35
1.64
o . '16
5.40
5.40
hE'll
Overstress
Notice
o %
o %
187 %
o %
Longitudinal Tensile Rebar Needed (in^2)
Required Provided Additional
1.0 1.6 0.0
0~ '4-~
o %
o
! J 1] f','t P I_
1"1 ] , U! " I) I.)
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
------.--- '-
-----.-- ----.. -.
"
Maximum Tension *)
Top of Beam 0.00 -1.14 0 % Class U member - not cracked
Bottom of Beam 8.93 -1.14 0 % Class U member - not cracked
STRESSES IN SERVICE (SUSTAINED LOADS ONLY) ~~
Maximum Compression
Top of Beam 8.74 0,54 4.05 0 %
Bottom of Beam 16.72 0.82 4.05 0 %
* Bilinear deflection calculation used.
Modulus of Rupture,
Transfer Strength Required,
Transfer Strength Specified,
ksi
ksi
ksi
fr
f'ci
~-
-0.71
2.05
, 50
\'\..-
DISTRIBUTION OF FLEXURAL STEEL & CRACKING
Beam Not Cracked
-------
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 9.50 ft
Load Instantaneous @ @
Case Deflections Transfer Mult. Erection
@
Completion Mult.
@
Final
Prestress Camber
Beam Weight
Dead Load before topp.
Topping Weight
Dead Load after topp.
Live Load
0.181
-0.024
0.000
0.000
0.000
1. 63
1. 74
1. 74
1. 57
1. 87
0.219
-0.030
0.000
0.000
-0.120
-0.076
0.181
-0.024
0.000
0.000
-0.064
0.134
-0.017
0.000
0.000
-0.064
-0.076
0.134
-0.017
1. 35
1. 37
Net Deflection
Net Deflect. (sustained loads)
0.157
-0.007
0.069
0.117
Note: Live Load includes all live load cases, including sustained live load.
Span/deflection : DL Growth + LL
L / 2275 < L/480 OK for non-structural attachments
- < L/240 OK otherwise
L / 3011 < L/180 OK for roofs
< L/360 OK for floors
Only LL
DL Growth since
Completion + LL
0.038
-0.006
0.000
0.000
-0.056
-0.076
-0.100
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/318M-02
Beta Used: for precast beam = 0.650
Factored Design
Moment Strength
x Mu 0Mn
ft kipft kipft
0.00 0.0 0.0
1. 90 169.4 231. 8
3.80 300.6 353.7
5.70 393.6 451.3
7.60 448.4 494.8
9.50 460.5 494.8
11.40 429.4 494.8
13.30 362.1 450.7
15.20 269.8 353.2
17.10 152.5 231.8
19.00 0.0 0.0
Minimum
Strength
1.2Mcr
kipft
Net Tensile
Strain
Flexure
Class
Depth in
Compression
c
in
152.9 0.00 0.0000 Compression 0.65
360.9 2.27 0.0254 Tension 0.79
409.8 2.84 0.0197 Tension 0.84
412.1 3.32 0.0164 Tension 0.88
413.4 3.56 0.0151 Tension 0.90
413.6 3.56 0.0151 Tension 0.90
412.9 3.56 0.0151 Tension 0.90
411.3 3.32 0.0164 Tension 0.88
408.9 2.84 0.0197 Tension 0.84
361.0 2.27 0.0254 Tension 0.79
152,9 0.00 0.0000 Compression 0.65
Mome-tft:___
41~ 3 .56 0 ,0151 Tension 0.90
"133.0 0 .00 o. 0000 Compression 0.65
4 ]) 7 3 56 () 0151 Tension C',90
1 " (I 0 00 [JODO Compyession . 6 ~\
~lo Ii n
1"1 i ,)U]l
Points of
9.00
0.00
Points of
9.00
o ClO
Maxi~inimum Factored
~62.1 494.8
0,0 O.U
Critical Moment Design
462,1 494,8
(1 [) O. ()
o
Conformance
Notes
[2 ]
[2 ]
[2 ]
[2 ]
h',,[
EI1~1 inee)
File:
!. '7
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
\'~
Conformance Note [2] : Problem - 0Mn < 1.2Mcr and 0Mn < 2.0Mu
** (2) varies linearly over the development length (per draft ACI 318-05) .
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACB18/318M-02
Applied Shear Prestress Concrete Stirrup * Shear Applied Threshold Conforma
Shear Depth Component Strength Strength Strength Torsion Torsion Notes
x Vu d vp 0Vc ** 0Vs 0Vn Tu 0Tcr/4
ft kip in kip kip kip kip kipft kipft
0.00 99.2 21.50 0.0 85.7 13 .6 99.2 28.3 15.2
1. 90 79.1 21.50 0.0 111.2 3.6 114.8 23.3 20.9
3.80 59.0 21.50 0.0 61. 9 3.6 65.4 18.3 22.0
5.70 38.9 21.50 0.0 41. 6 3.6 45.2 13.3 22.1
7.60 18.8 21.50 0.0 41. 6 0.0 41. 6 8.2 22.2
9.50 -5.9 21.50 0.0 -41.6 0.0 -41. 6 0.4 22.2
11.40 -26.9 21.50 0.0 -41.6 -3.6 -45.2 -7.7 -22.1
13.30 -42.2 21.50 0.0 -42.7 -3.6 -46.3 -13.3 -22.1
15.20 -55.0 21.50 0.0 -63.5 -3.6 -67.1 -17.8 -22.0
17.10 -70.3 21.50 0.0 -110.7 -3.6 -114.2 -23.4 -20.9
19.00 -89.2 21.50 0.0 -85.7 -3.6 -89.3 -31.6 -15.2
* Stirrup resistance based on required stirrup area.
Required Stirrups Stirrup Stirrup Spacing Long. Torsion Steel, Al Conform
Total Torsion* Provided Provided Required Total Allowable Note
x (Av+2At)/s At/s Av+2At s s Required Reduction**
ft in^2/in in^2/in in^2 in in in^2 in^2
-- N/A N/A min Al
0.00 0.042 0.014 8.00 3.01 0.00
1. 90 0.023 0.012 N/A N/A 8.00 3.17 0.00 min Av
3.80 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
5.70 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
7.60 0.000 0.000 N/A N/A 18.00 0.00 0.00
9.50 0.000 0.000 N/A N/A 18.00 0.00 0.00
11.40 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
13.30 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
15.20 0.004 0.000 N/A N/A 18.00 0.00 0.00 min Av
17.10 0.023 0.012 N/A N/A 8.00 3.17 0.00 min Av
19.00 0.035 0.016 N/A N/A 8.00 2.91 0.00 min Av
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery) .
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam section.
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File:
hen
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C. \\-.... \4---,." J.A. b:,~. ~..~
Sheet No.
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By s..:l\t
Job No. $"'"l..S I
Date :r.......... 'J , . -.:l ~
Since 1897
CONCRETE PRODUCTS COMPANY
415 Lilac Street, Lino Lakes, MN 55014
Office 651-786-7722. FAX 651-786-0229
1-800-336-6546 . www.molin.com
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Hollow Core Plank · Precast Beams and Columns · Insulated Wall Panels · Stadia
Summary Report
~t.p
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
SUMMARY REPORT
Design Code Used: ACI318/318M-02
CONCRETE MATERIAL PROPERTIES
Concrete Density
Compressive Strength
Modulus of Elasticity
Cement Content
Air Content
Slump
Aggregate Mix
Curing Method
Humidity
Basic Shrinkage
550
3.00
4.00
0.55
Steam
70
Strain =
Precast Beam
Wt
f'c
Ec
pcf
ksi
ksi
153
9.0
5925
Ib/yd^3
%
in
(ratio fine to total aggregate)
Construction Schedule
at Transfer
at Erection
at Topping Placement
Topping is Composite
0.75
40
50
53
days
days
days
days
Age
Age
Age
Age
%
780E-6
BEAM LAYOUT
Segment/Length
No From To
ft ft
1
0.00
Total Beam Length = 19.00 ft, Left Support @ 0.00 ft, Right Support @ 19.00 ft, Span
19.00 ft
19.00
Offset
Z Y
in in
Section Identification
Folder Section
Topping Parameters
bl t2
in in
b2
in
t1
in
0.00
rectangular
12rb24
0.00
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg . A I yb Sb
No. in^2 in^4 in in^3
St
in^3
viS
in
bw
in
h
in
1
288.0
12.00
13824
1152
1152
12.00
24.00
4.00
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
LONGITUDINAL REINFORCING STEEL
Reinforcing Steel
'6=G~:~"
2 60.0
2 60.0
Groups
Bar Size *
Area
in^2
Start *
ft
End *
ft
Offset
in
Offset Reference **
~
:: )
bottom of the beam
top of the beam
notes: * A 'C' or 'H' suffix indicates "epoxy coating" and "hooked en~pectivelY,
** Offsets are measured up from the bottom or down from the top
2.50
2.50
1.580
0.880
0.00
0.00
0.00
0.00
Reinforcing Steel Development Lengths (in)
Location Coating Density Bar Size
ID Factor Factor Factor Factor
1
2
1. 00
1. 30
1. 00
1. 00
Left End of Rebar
Tension Compression
Right End of Rebar
Tension Compression
1. 00
1. 00
1. 00
0.80
31.62
24.67
16.56
12.42
31.62
24.67
16.56
12.42
notes: Tight confinement by stirrups not accounted for.
Product of location and coating factors not taken greater than 1.70.
Minimum Reinforcement Ratio:
Maximum Reinforcement Ratio:
Reinforcement Ratio provided:
0.000
0.037
0.006
-
BEAM AND TOPPING SELF-WEIGHT
Segment/Length
From To
No. ft ft
Linear Weight
Beam Topping
kip/ft kip/ft
Engineer: Steve Brawthen
File: 5251-BIO.CON
Company: Mol i n Concre t e F'l-oduct~;
Fri .:lUIl CH l~:':d: ;'005
Summary Report
n
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
1
0.00
19.00
Load Case
EXTERNALLY APPLIED LOADS
Load Label
SDL AT D
SDL AT D
SDL AT D
Live Load L
Live Load L
* point loads
DLextwall
DLroof
DLbalcony
LLroof
LLbalcony
0.31
Load Type
Line Load
Line Load
Line Load
Line Load
Line Load
Load Intensity (*)
Left Right
Offset (ft)
Left Right
0.42
0.05
0.24
0.08
0.72
0.42
0.05
0.24
0.08
0.72
0.00
0.00
0.00
0.00
0.00
19.00
19.00
19.00
19.00
19.00
kip, line loads = kip/ft, point moment/torsion
Load Combinations
Factored Combination 1
Factored Combination 2
Factored Combination 3
Factored Combination 4
Factored Combination 5
Factored Combination 6
(The use of T is not yet
kipft, line torsion
kipft/ft
1.40 D + 1.40 F
1.20 D + 1.60 L + 0.50 SRLr + 1.20 F + 1.20 T
1.20 D + 1.00 L + 1.60 SRLr
1.20 D + 1.60 SRLr + 0.80 WE
1.20 D + 1.00 L + 0.50 SRLr + 1.60 WE
0.90 D + 1.60 WE
implemented)
SHEAR STIRRUPS
From
ft
0.00
To
ft
Stirrup
Grade
ksi
Stirrup
Size
Number of Legs
Stirrup Interface
in Beam Ties
Total Stirrup Area
Stirrup Interface
in^2 in^2
Stirrup Spacing
Stirrup Interface
in in
19.00
60.0
o
o
0.00
0.00
0.00
0.00
TORSION PARAMETERS
Seg. Torsion Parameters
No. Aoh Ph
in^2 in
1
240.00
64.00
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Unfactored Effects
x (ft) Moment (kipft)
Total Sustained
0.00
1. 90
3.80
5.70
7.60
9.50
11.40
13.30
15.20
17.10
19.00
0.0
29.5
52.4
68.8
78.7
81. 9
78.7
68.8
52.4
29.5
0.0
Total Factored Effects
Shear Moment Torsion
(kip) (kipft) (kipft)
0.0
16.5
29.3
38.5
44.0
45.8
44.0
38.5
29.3
16.5
0.0
23.7
19.0
14.2
9.5
4.7
0.0
-4.7
-9.5
-14.2
-19.0
-23.7
0.0
40.6
72.2
94.7
108.3
112.8
108.3
94.7
72.2
40.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SUPPORT REACTIONS (kip)
Unfactored Support Reactions
Load Case Left Right
Beam Wgt
SDL BT
Topping Wgt
SDL AT
Eng inE' e 1 [Jl.awthen
F i 1 e: C, C, j F I () C '<:;IJ
2.9
0.0
0.0
6.7
2.9
0.0
0.0
6.7
Ccmpal-j'l' f.lcl1iJ-j CC)]l.cretE' lllOduct, ;:~
FLi ,Jun I.j C,j )I]()
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
LL Sustain 0.0 0.0
Live Load 7.6 7.6
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
VWind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 9.7 9.7
Total 17.3 17.3
Factor Max. 23.7 23.7
lb
DISTRIBUTION OF FLEXURAL STEEL & CRACKING
Bottom
of Beam
Maximum Crack Width
Cracked? Yesl
w 0.011 I
x 9.50 I
c 4.55 I
Ms 81.9 I
Pdc 0.0 I
Mint= 81.9 I
Steel Type rebar I
Gergely&Lutzl
7.60 I
31.23 I
16.95 I
19.45 I
2.50 I
30.0 I
- I
- I
kl
fs
hI
h2
dc
A
At
Ast
Maximum
cc
s
fc
limit=
Flexural Steel
2.00 I
12.29 I
-1.71 I
-1. 80 I
Top of
Beam
Estimate
No
0.000
0.00
0.00
0.0
0.0
0.0
rebar
in Estimated maximum crack width *
ft - Location of maximum crack width from left end of beam
in - Concrete depth in compression
kipft - External service moment (DL + LL)
kip - Decompression force at cracked centroid
kipft - Internal moment about cracked centroid
- Type of steel in tension
- Equation used **
- (x 10^-8) Coefficient used for equation
- Stress in steel nearest to tension face (after decompression)
Distance from the neutral axis to the extreme rebar
Distance from the neutral axis to the edge of concrete in tension
- Concrete cover to center of steel closest to tension face
- Area of concrete in tension around each bar/strand
- Area of concrete in tension
- Area of steel in tension
0.00
0.00 ksi
0.00 in
0.00 in
0.00 in
0.0 in^2
in^2
in^2
Spacing
0.00 in
0.00 in
0.00 ksi
-5.40 ksi
Clear concrete cover to steel closest to tension face
Maximum centre-to-centre spacing of steel closest to tension face
- Maximum concrete compressive stress
- Allowable concrete compressive stress
Recommended Crack Width Values (from PCI) - (in)
Critical .Prestressed Reinforced
Exposure Beams Conc. Beams
Exterior Exposure
Interior Exposure
0.007
0.010
0.009
0.011
0.013
0.016
* Note: actual crack widths can vary by as much as 50% from this predicted value.
Control of cracking is accomplished by proper steel detailing as specified in the design code.
** Note: Gergely & Lutz equation: w = kl x fs x h2 / hI x CubicRoot(dc * A)
Suri & Dilger equation: w = kl x fs x dc x Sqrt(At / Ast)
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 9.50 ft
Load Instantaneous @ @
Case Deflections Stripping Mult. Erection
Beam Weight
Dead Load before topp.
Topping Weight
Dead Load after topp.
Live Load
-0.010
0.000
0.000
-0.024
-0.027
Net Deflection
Net Deflect. (sustained loads)
EnL:Ji neE-)
File:
St eve Br,CJ'Nt hen
I - B 10 . CON
@
Completion Mult.
DL Growth since
Completion + LL
@
Final
-0.010 1.87
-0.019
0.000
0.000
0.000
-0.009
0.000
0.000
- 0.042
-0.027
-0.019
0.000
0.000
-0.024
2.74
2.74
2.74
2.74
-0.028
0.000
0.000
-0.066
-0.027
-0.010
-0.121
-0 094
.0.078
-0.019
(:oq~pa
Mc'lil) COllc:rete ~1:O(]l_lct
Fri .Iun 03 1.1: '-,] '8 :-' 00'"
Summary Report
\'1
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
Note: Live Load includes all live load cases, including sustained live load.
Span/deflection : DL Growth + LL =-1. / 2937 <: L/4BO OK for non-structural attachments
< L/240 OK otherwise
Only LL = L / 8459 <: L/180 OK for roofs
<: L/360 OK for floors
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/318M-02
Beta Used: for precast beam = 0.650
Factored Design Minimum Depth in Net Tensile Flexure 0 Conformance
Moment Strength Strength Compression Strain Class Notes
x Mu 0Mn 1.2Mcr c
ft kipft kipft kipft in
0.00 0.0 0.0 87.7 0.00 0.0000 Compression 0.65 [3 ]
1. 90 40.6 72.9 88.0 4.64 0.0015 Compression 0.65 [3] [5]
3.80 72 .2 151.4 88.2 1. 93 0.0304 Tension 0.90
5.70 94.7 151. 4 88.4 1. 93 0.0304 Tension 0.90
7.60 108.3 151. 4 88.5 1. 93 0.0304 Tension 0.90
9.50 112.8 151. 4 88.5 1. 93 0.0304 Tension 0.90
11.40 108.3 151. 4 88.5 1. 93 0.0304 Tension 0.90
13 .30 94.7 151. 4 88.4 1. 93 0.0304 Tension 0.90
15.20 72.2 151. 4 88.2 1. 93 0.0304 Tension 0.90
17.10 40.6 72.9 88.0 4.64 0.0015 Compression 0.65 [3] [5]
19.00 0.0 0.0 87.7 0.00 0.0000 Compression 0.65 [3]
Points of Ma~~r rlil'li....11.. F'Cl.....LvJ..~d r1Gm~
9.50 151. 4 1. 93 0.0304 Tension 0.90
112.8
0.00 0.0 -89.8 0.00 0.0000 Compression 0.65 [3]
Points of Critical Moment Design
9.50 112.8 151. 4 88.5 1. 93 0.0304 Tension 0.90
0.00 0.0 0.0 -89.8 0.00 0.0000 Compression 0.65 [3]
Conformance Note [3]: Problem - Net tensile strain <: 0.004 - over-reinforced
Conformance Note [5]: Note - The governing design strength is based on a reduced maximum
concrete strain to avoid slippage of some strands or rebar
** 0 varies linearly over the development length (per draft ACI 318-05).
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACI318/318M-02
Applied Shear Prestress Concrete Stirrup * Shear Applied Threshold Conforma
Shear Depth Component Strength Strength Strength Torsion Torsion Notes
x Vu d Vp 0Vc ** 0Vs 0Vn Tu 0Tcr/4
ft kip in kip kip kip kip kipft kipft
0.00 23.7 21.50 0.0 37.8 13.8 51. 6 0.0 0.0
1. 90 19.0 21.50 0.0 37.4 13.8 51.1 0.0 0.0
3.80 14.2 21. 50 0.0 36.7 0.0 36.7 0.0 0.0
5.70 9.5 21.50 0.0 36.7 0.0 36.7 0.0 0.0
7.60 4.7 21.50 0.0 36.7 0.0 36.7 0.0 0.0
9.50 0.0 21.50 0.0 36.7 0.0 36.7 0.0 0.0
11.40 -4.7 21.50 0.0 -36.7 0.0 -36.7 0.0 0.0
13.30 -9.5 21. 50 0.0 -36.7 0.0 -36.7 0.0 0.0
15.20 -14.2 21.50 0.0 -36.7 0.0 -36.7 0.0 0.0
17.10 -19.0 21. 50 0.0 -37.4 -13.8 -51.1 0.0 0.0
19.00 -23.7 21. 50 0.0 -37.8 -13.8 -51.6 0.0 0.0
* Stirrup resistance based on required stirrup area.
x
ft
Required Stirrups Stirrup Stirrup Spacing Long. Torsion Steel, Al Conform
Total Torsion* Provided Provided Required Total Allowable Note
(Av+2At)/s At/s Av+2At s s Required Reduction**
in^2/in in~2/in in-2 in ln in^2 int"'2
0.00
1. 90
3.80
5.70
7 60
0.00
0.00
0.00
0.00
0.00
min Av
min Av
0.000
0.000
0.000
o 000
0.000
-~N/A
N/A
N/A
N /)\
N/A
0.014
0.014
0.000
0.000
0.000
N/A
N/A
N/A
N/A
N/A
10.75
10.75
10.75
10.75
10.'5
0.00
0.00
0.00
0.00
0.00
'-~-,n~J inec j
FJi E':
St: e-v'(-'
~i 1 B:] 0 . CO]\)
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Fl i J un U 3 ] -:t ~J 1: e :: {I
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Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
"(so
9.50 0.000 0.000 N/A N/A 10.75 0.00 0.00
11.40 0.000 0.000 N/A N/A 10.75 0.00 0.00
13.30 0.000 0.000 N/A N/A 10.75 0.00 0.00
15.20 0.000 0.000 N/A N/A 10.75 0.00 0.00
17.10 0.014 0.000 N/A N/A 10.75 0.00 0.00 min Av
19.00 0.014 0.000 N/A N/A 10.75 0.00 0.00 min Av
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery) .
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam section.
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Since 1897
CONCRETE PRODUCTS COMPANY
415 Lilac Street, Lino Lakes, MN 55014
Office 651.786.7722. FAX 651-786-0229
1-800-336-6546 . www.molin.com
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OVER 100 YEARS OF CUSTOMER SERVICE
Summary Report
.--r-'
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
SUMMARY REPORT
Design Code Used: ACI318/318M-02
CONCRETE MATERIAL PROPERTIES
Precast Beam
Concrete Density
Compressive Strength
Modulus of Elasticity
Strength at Transfer
Modulus of Elast. at Transfer
Cement Content
Air Content
Slump
Aggregate Mix
Curing Method
Humidity
Basic Shrinkage
Wt
.L' t""
Ec
f'ci
Eci
pcf
ksi
ksi
ksi
ksi
153
9 0
5925
4.0
3950
550
3.00
4.00
0.55
Steam
70
Strain =
lb/yd^3
%
in
(ratio fine to total aggregate)
0.75
40
50
53
days
days
days
days
Construction Schedule
at Transfer
at Erection
at Topping Placement
Topping is Composite
Age
Age
Age
Age
%
780E-6
BEAM LAYOUT
Segment/Length
No From To
ft ft
Offset
Z Y
in in
Section Identification
Folder Section
Topping Parameters
b1 t2
in in
b2
in
tl
in
1 0.00 5.00 0.00 0.00 extruded plank 12"x48"-heavy
2 5.00 10.50 0.00 0.00 extruded plank 12x48H-solcore
3 10.50 14.00 0.00 0.00 extruded plank 12"x48"-heavy
4 14.00 19.50 0.00 0.00 extruded plank 12x48H-solcore
5 19.50 24.50 0.00 0.00 extruded nli=ll1k 1? "x48"-heavy
-
Total Beam Length = 24.50 ft, Left Support @ 0.00 ft, Right Support @ 24.50 ft, Span 24.50 ft
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg. A I yb Sb
No. in^2 in^4 in in^3
1
2
3
4
5
327.0
374.6
327.0
374.6
327.0
St vis bw
in^3 in in
900 2.76 14.38
947 3.17 20.84
900 2.76 14.38
947 3.17 20.84
900 2.76 14.38
12.00
12.00
12.00
12.00
12.00
h
in
5578
5821
5578
5821
5578
5.80
5.85
5.80
5.85
5.80
961
995
961
995
961
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
PRESTRESSING STEEL TENDONS
Prestressing Strand Details
Offsets Debonded Length * Tendon Jacking Force
ID Qty Material Section "1 x y Left Right Area Pj %fpu
ft in ft ft in^2 kip
1 6 fpu=270 ksi 0.00 2.13 0.00 0.00 0.918 173.5 0.70
Es= 28000.0 ksi 24.50 2.13
2 4 fpu=270 ksi 0.00 2.13 0.00 0.00 0.860 162.5 0.70
Es= 28000.0 ksi 24.50 2.13
A suffix 'D' on the debond length indicates
Prestressing steel is low relaxation strand.
Calculated Losses: Initial = 4.7 %, Final
Maximum Total Prestress Forces: Pj (jacking)
Pi(transfer)
Pe(effective)
notes: *
that the strand is fully developed at that end.
13.2 %
336.0
320.3
291.8
kip,
kip,
kip @ x
10.50 ft
Prestressing Strand Transfer and Development Lengths
ID Diameter
in
End
Debond
in
fse
ksi
ips
ksi
Transfer
Development
in
in
Engineer: Steve Br~wthell
File: S2S1 L':HCiT"iPI con
""!Tlr;:in" fylo1in ('oncret:e Pl.odtlct~.
I"1Cl1 Jun 06 O'~ .;J : t:~6 :~:()O~;
Summary Report
vI
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
..-..--..---------
1 0.50 LEFT 0.00 156.73 266.54
1 0.50 RIGHT 0.00 156.73 266.54
2 0.60 LEFT 0.00 157.18 266.24
2 0.60 RIGHT 0.00 157.18 266.24
26.10
26.10
31.41
31.41
B1.00
81.00
96.84
96.84
BEAM AND TOPPING SELF-WEIGHT
Segment/Length Linear Weight
From To Beam Topping
No. ft ft kip/ft kip/ft
1 0.00 5.00 0.35
2 5.00 10.50 0.40
3 10.50 14.00 0.35
4 14.00 19.50 0.40
5 19.50 24.50 0.35
EXTERNALLY APPLIED LOADS
Load Intensity (* ) Offset (ft)
Load Case Load Label Load Type Left Right Left Right
SDL AT D DL Line Load 0.10 0.10 0.00 24.50
SDL AT D PDLbwl Point Load 5.85 9.50
SDL AT D PDLbw2 Point Load 5.85 15.00
Live Load L LLl Line Load 0.16 0.16 0.00 9.50
Live Load L LL2 Line Load 0.40 0.40 9.50 15.00
Live Load L LL3 Line Load 0.16 0.16 15.00 24.50
Live Load L PLLbwl Point Load 8.40 9.50
Live Load L PLLbw2 Point Load 8.40 15.00
* point loads kip, line loads = kip/ft, point moment/torsion kipft, line torsion kipft/ft
Load Combinations
Factored Combination 1
Factored Combination 2
Factored Combination 3
Factored Combination 4
Factored Combination 5
Factored Combination 6
(The use of T is not yet
1.40 D + 1.40 F
1.20 D + 1.60 L + 0.50 SRLr + 1.20 F + 1.20 T
1.20 D + 1.00 L + 1.60 SRLr
1.20 D + 1.60 SRLr + 0.80 WE
1.20 D + 1.00 L + 0.50 SRLr + 1.60 WE
0.90 D + 1.60 WE
implemented)
SHEAR STIRRUPS
From
ft
To
ft
Stirrup Stirrup Number of Legs Total Stirrup Area Stirrup Spacing
Grade Size Stirrup Interface Stirrup Interface Stirrup Interface
ksi in Beam Ties in^2 in^2 in in
60.0 0 0 0.00 0.00 0.00 0.00
0.00
24.50
TORSION PARAMETERS
Seg. Torsion Parameters
No. Aoh Ph
in^2 in
1
2
3
4
5
240.00
240.00
240.00
240.00
240.00
64.00
64.00
64.00
64.00
64.00
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Unfactored Effects
x (ft) Moment Ikipft)
Total Factored Effects
Sbear Moment Torsion
En9inf..:~::1
File: L~:~I:,J
e'I~~ Bl" a'iA!t hell
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C'umpan',' ~.luJilJ ('onC-'l-~:~tE
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Summary Report
"'l,;~
Concise Beam (TM). Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
Total Sustained kip) (kipft) (kipft)
0.00 0.0 0.0 31. 6 0.0 0.0
2.45 53.6 27.1 29.6 74.9 0.0
4.90 103.6 51.5 27.7 145.1 0.0
7.35 149.8 73.1 25.6 210.4 0.0
9.80 187.7 89.9 2.9 264.4 0.0
12.25 190.3 91.3 0.0 267.9 0.0
14.70 187.7 89.9 -2.9 264.4 0.0
17.15 149.8 73.1 -25.6 210.4 0.0
19.60 103.6 51. 5 -27.7 145.1 0.0
22.05 53.6 27.1 -29.6 74.9 0.0
24.50 0.0 0.0 -31.6 0.0 0.0
SUPPORT REACTIONS (kip)
Unfactored Support Reactions
Load Case Left Right
Beam Wgt 4.5 4.5
SDL BT 0.0 0.0
Topping Wgt 0.0 0.0
SDL AT 7.1 7.1
LL Sustain 0.0 0.0
Live Load 11.0 11.0
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
VWind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 11.6 11.6
Total 22.6 22.6
Factor Max. 31. 6 31. 6
CONCRETE STRESS RESULTS
(+ve = compression, -ve
tension)
Location
x
ft
Stress
ksi
STRESSES AT TRANSFER
Maximum Compression
Top of Beam 12.25
Bottom of Beam 2.69
0.06
1. 93
Maximum Tension
Top of Beam
Bottom of Beam
2.45
0.00
-0.16
0.00
STRESSES IN SERVICE
Maximum Compression
Top of Beam 12.25
Bottom of Beam 2.45
Maximum Tension
Top of Beam 0.00
Bottom of Beam 10.50
2.25
1.11
0.00
-0.44
STRESSES IN SERVICE (SUSTAINED
Maximum Compression
Top of Beam 12.25
Bottom of Beam 2.69
LOADS ONLY)
0.93
1. 46
* Bilinear deflection calculation used.
Modulus of Rupture,
Transfer Strength Required,
Transfer Strength Specified,
fr
f'ci
f'ci
Limit
ksi
2.40
2.40
-0.38
-0.38
5.40
5.40
-1.14 *
-1.14 *
4.05
4.05
-0.71
3.22
4 00
Overstress
Notice
0 %
0 %
Longitudinal Tensile Rebar Needed (in^2)
Required Provided Additional
0 %
0 %
0 %
0 %
0 % Class U member - not cracked
0 % Class U member - not cracked
-
0 %
0 %
ksi
ksi
ksi
ElllJi nEe' I
Fi]
Eite'-'e Bl-,:iv\'thE~n
','j l)HC IT\'F!
[}
11 clet(. p-)
I)]l n(\ 07:.cj \.j :
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
DISTRIBUTION OF FLEXURAL STEEL & CRACKING
Beam Not Cracked
'\.<
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 12.25 ft
Load Instantaneous @
Case Deflections Transfer
@
Mult. Erection
Prestress Camber 0.529 0.529 1. 80 0.952 0.952 2.45
Beam Weight -0.132 -0.132 1. 85 -0.244 -0.244 2.70
Dead Load before topp. 0.000 0.000 0.000 2.70
Topping Weight 0.000 0.000 0.000 2.30
Dead Load after topp. -0.191 0.000 -0.191 3.00
Live Load -0.298
Net Deflection 0.397 0.708
Net Deflect. (sustained loads)
@
Completion Mult.
@
Final
1.296
-0.356
0.000
0.000
-0.573
-0.298
0.069
0.367
Span/deflection : DL Growth + LL = L / 656
Note: Live Load includes all live load cases, including sustained live load.
attachments
Only LL
L / 986
....
< L/480
-"< L/240
< L/180
< L/360
OK
OK
OK
OK
for non-structural
otherwise
for roofs
for floors
DL Growth since
Completion + LL
0.344
- 0.112
0.000
0.000
-0.382
-0.298
-0.448
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/318M-02
Beta Used: for precast beam = 0.650
x
ft
Factored
Moment
Mu
kipft
Design
Strength
lZlMn
kipft
Minimum
Strength
1.2Mcr
kipft
Depth in
Compression
c
in
Flexure
Class
Net Tensile
Strain
0.00
2.45
4.90
7.35
9.80
12.25
14.70
17.15
19.60
22.05
24.50
0.0
74.9
145.1
210.4
264.4
267.9
264.4
210.4
145.1
74.9
0.0
0.0
173.8
247.8
314.0
326.9
326.8
326.9
314.0
247.8
173.8
0.0
70.4
244.4
252.5
252.9
254.4
256.5
254.4
252.9
252.5
244.4
70.4
Points of
12.25
0.00
Points of
12.25
0.00
Max
nimum Factored Mome
326.8 256.
-64.4
267.9
O.
Critical Moment
267.9
0.0
Design
326.8
0.0
256.5
-64.4
0.00 4.9345 Tension 0.75
1.18 0.0221 Tension 0.80
1. 64 0.0151 Tension 0.84
1. 97 0.0120 Tension 0.89
2.05 0.0115 Tension 0.90
2.05 0.0115 Tension 0.90
2.05 0.0115 Tension 0.90
1. 97 0.0120 Tension 0.89
1. 64 0.0151 Tension 0.84
1.18 0.0221 Tension 0.80
0.00 4.9345 Tension 0.75
2.05 0.0115 Tension 0.90
0.00 1.0595 Tension 0.75
2.05 0.0115 Tension 0.90
0.00 1.0595 Tension 0.75
Conformance Note [2]: Problem - lZlMn < 1.2Mcr and lZlMn < 2.0Mu
** 0 varies linearly over the development length (per draft ACI 318-05).
o
Conformance
Notes
[2]
[2 ]
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACI318/318M-02
Applied Shear Prestress
Shear Depth Component
x Vu d Vp
ft kip in kip
Concrete
Strength
0Vc **
kip
0.00
2.45
4 90
7 35
31. 6 9.88 0.0 35 .4
29. 6 9.88 0.0 50 5
27 ~ 9.88 0.0 35. 1
25.6 9.88 0.0 '), .1
En(~J j 11('( ]
Fi I
(?'\'E: Bl,'j',,;t
12 He ('1','" ,
Stirrup "'
Strength
lZlVs
kip
Shear
Strength
0Vn
kip
Applied
Torsion
Tu
kipft
3 7
3 7
39.1
54.2
38 8
3 0 ~
0.0
0.0
0.0
0.0
., 7
J
I'Jc lin
]'10rJ ,Jun
(I]l(
Threshold
Torsion
0Tcr/4
kipft
Conforma
Notes
0.0
0.0
0.0
0.0
1 E: t I I) t- ()(I U C t. :-~
. . 'I ~ I : r- J (,I I,' (
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
""L-r..,.
9.80 2.9 9.88 0.0 24.9 0.0 24.9
12.25 0.0 9.88 0.0 17.2 0.0 17.2
14.70 -2.9 9.88 0.0 -24.9 0.0 -24.9
17.15 -25.6 9.88 0.0 -27.1 -3.1 -30.2
19.60 -27.7 9.88 0.0 -35.1 -3.7 -38.8
22.05 -29.6 9.88 0.0 -50.5 -3.7 -54.2
24.50 -31. 6 9.88 0.0 -35.4 -3.7 -39.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
* Stirrup resistance based on required stirrup area.
Required Stirrups Stirrup Stirrup Spacing Long. Torsion Steel, Al Conform
Total Torsion* Provided Provided Required Total Allowable Note
x (Av+2At)/s At/s Av+2At s s Required Reduction**
ft in^2/in in^2/in in^2 in in in^2 in^2
-- N/A N/A min
0.00 0.008 0.000 9.00 0.00 0.00 Av
2.45 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
4.90 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
7.35 0.007 0.000 N/A N/A 9.00 0.00 0.00 min Av
9.80 0.000 0.000 N/A N/A 9.00 0.00 0.00
12.25 0.000 0.000 N/A N/A 9.00 0.00 0.00
14.70 0.000 0.000 N/A N/A 9.00 0.00 0.00
17.15 0.007 0.000 N/A N/A 9.00 0.00 0.00 min Av
19.60 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
22.05 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
24.50 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery) .
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam section.
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Summary Report
-e-'
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
SUMMARY REPORT
Design Code Used: ACI318/318M-02
CONCRETE MATERIAL PROPERTIES
Concrete Density
Compressive Strength
Modulus of Elasticity
Strength at Transfer
Modulus of Elast. at
Cement Content
Air Content
Slump
Aggregate Mix
Curing Method
Humidity
Basic Shrinkage
Precast Beam
Wt
f'c
"Ec
f'ci
Transfer Eci
153
9.0
5~:!5
4.0
3950
pcf
ksi
k,,,.i.
ksi
ksi
550
3.00
4.00
0.55
Steam
70
Strain =
lb/yd^3
%
in
(ratio fine to total aggregate)
0.75
40
50
53
days
days
days
days
Construction Schedule
at Transfer
at Erection
at Topping Placement
Topping is Composite
Age
Age
Age
Age
%
780E-6
BEAM LAYOUT
Segment/Length
No From To
ft ft
Offset
Z Y
in in
Section Identification
Folder Section
Topping Parameters
bl t2
in in
b2
in
tl
in
1 0.00 9.25 0.00 0.00 extruded plank 12"x48"-heavy
2 9.25 15.25 0.00 0.00 extruded plank 12x48H-solcore
3 15.25 24.50 0.00 0.00 extruded plank 12 "x4 8" -heavy
-
Total Beam Length = 24.50 ft, Left Support @ 0.00 ft, Right Support @ 24.50 ft, Span 24.50 ft
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg. A I yb Sb
No. in^2 in^4 in in^3
1
2
3
327.0
374.6
327.0
St vis bw
in^3 in in
900 2.76 14.38
947 3.17 20.84
900 2.76 14.38
12.00
12.00
12.00
h
in
5578
5821
5578
5.80
5.85
5.80
961
995
961
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
PRESTRESSING STEEL TENDONS
Prestressing Strand Details
Offsets Debonded Length * Tendon Jacking Force
ID Qty Material Section II'" x y Left Right Area Pj %fpu
ft in ft ft in^2 kip
1 fpu=270 ksi SWS#1/2" 0.00 2 .13 0.00 0.00 0.918 173.5 0.70
Es= 28000.0 ksi 24.50 2.13
2 4 fpu=270 ksi 0.00 2.13 0.00 0.00 0.860 162.5 0.70
Es= 28000.0 ksi 24.50 2.13
A suffix 'D' on the debond length indicates that the strand
Prestressing steel is low relaxation strand.
Calculated Losses: Initial = 4.7 %, Final
Maximum Total Prestress Forces: Pj (jacking)
pi (transfer)
Pe(effective)
notes: *
is fully developed at that end.
13.0 %
336.0
320.3
292.2
kip,
kip,
kip @ x
12.25 ft
Prestressing Strand Transfer and Development Lengths
ID Diameter End Debond
in in
--
I 0.50 LEFT 0.00
1 0.50 RIGHT 0.00
2 0.60 LEFT 0.00
fse
ksi
fps
ksi
Development
in
Transfer
in
156.54
156 54
156 94
266.51
266.51
266 21
26.06
26 06
31 36
81.05
81.05
96.92
Engineer: Steve Brawthen
Fi1e: 5251 12HCIslnglebw) .CON
Comparl~': Mc,lin ('C)[lC'rE'te Pl:oducts
~loll .hm Ci H..I1:53201]'1
Summary Report
~
'\..,.~
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
2
0.60
RIGHT
0.00
156.94
BEAM AND TOPPING SELF-WEIGHT
Segment/Length
From To
No. ft ft
1
2
3
0.00
9.25
15.25
9.25
15.25
24.50
Linear Weight
Beam Topping
kip/ft kip/ft
266.21
31.36
96.92
0.35
0.40
0.35
EXTERNALLY APPLIED LOADS
Load Intensity (* ) Offset (ft)
Load Case Load Label Load Type Left Right Left Right
SDL AT D DL Line Load 0.10 0.10 0.00 24.50
SDL AT D PDLbwl Point Load 9.60 12.25
Live Load L LL Line Load 0.16 0.16 0.00 24.50
Live Load L PLLbwl Point Load 14.10 12.25
* point loads kip, line loads = kip/ft, point moment/torsion kipft, line torsion kipft/ft
Load Combinations
Factored Combination 1
Factored Combination 2
Factored Combination 3
Factored Combination 4
Factored Combination 5
Factored Combination 6
(The use of T is not yet
1.40 D + 1.40 F
1.20 D + 1.60 L + 0.50 SRLr + 1.20 F + 1.20 T
1.20 D + 1.00 L + 1.60 SRLr
1.20 D + 1.60 SRLr + 0.80 WE
1.20 D + 1.00 L + 0.50 SRLr + 1.60 WE
0.90 D + 1.60 WE
implemented)
SHEAR STIRRUPS
From
ft
0.00
To
ft
Stirrup
Grade
ksi
Stirrup
Size
Number of Legs
Stirrup Interface
in Beam Ties
Total Stirrup Area
Stirrup Interface
in^2 in^2
Stirrup Spacing
Stirrup Interface
in in
24.50
60.0
o
o
0.00
0.00
0.00
0.00
TORSION PARAMETERS
Seg. Torsion Parameters
No. Aoh Ph
in^2 in
1
2
3
240.00
240.00
240.00
64.00
64.00
64.00
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Unfactored Effects
x (ft) Moment (kipft)
Total Sustained
0.00
2.45
4.90
7.35
9.80
12.25
12.25
14.70
17.15
19.60
Ens~ i nee]
File:
0.0
45.8
88.0
126.5
161.4
192.4
192.4
161.4
126.5
88.0
StellE' Bl-av.lthen
1 J :2HC' I, ~~inC:JJebT\".)
Total Factored Effects
Shear Moment Torsion
(kip) (kipft) (kipft)
0.0
24.2
45.7
64.6
80.7
94.0
94.0
80.7
64.6
45.7
26.9
25.0
23.0
21. 1
19.1
17.0
-17.0
-19 1
- 2] 1
23 0
0.0
63.6
122.5
176.6
225.9
270.2
270.2
225.9
176.6
122 5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
(~'CJrnrl;:l!l~,
I.rl (:>~)JF.:'rete PI ()cluc~:~-
() 08:13:~:)~~ )00'
Summary Report
"L~
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software,
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
22.05
24.50
45.8
0.0
24.2
0.0
-25.0
-26.9
Inc
63.6
0.0
0.0
0.0
SUPPORT REACTIONS (kip)
Unfactored Support Reactions
Load Case Left Right
Beam Wgt 4.4 4.4
SDL BT 0.0 0.0
Topping Wgt 0.0 0.0
SDL AT 6.0 6.0
LL Sustain 0.0 0.0
Live Load 9.0 9.0
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
VWind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 10.4 10.4
Total 19.4 19.4
Factor Max. 26.9 26.9
CONCRETE STRESS RESULTS
(+ve = compression, -ve
tension)
Location
x
ft
Stress
ksi
STRESSES AT TRANSFER
Maximum Compression
Top of Beam
Bottom of Beam
9.25
2.69
0.03
1. 94
Maximum Tension
Top of Beam
Bottom of Beam
2.45
0.00
-0.17
0.00
STRESSES IN SERVICE
Maximum Compression
Top of Beam 12.25
Bottom of Beam 2.69
Maximum Tension
Top of Beam
Bottom of Beam
2.07
1. 21
0.00
12.25
0.00
-0.48
STRESSES IN SERVICE (SUSTAINED
Maximum Compression
Top of Beam 12.25
Bottom of Beam 2.69
LOADS ONLY)
0.83
1. 49
* Bilinear deflection calculation used.
Modulus of Rupture, fr
Transfer Strength Required, f'ci
Transfer Strength Specified, f'ci
Limit
ksi
2.40
2.40
-0.38
-0.38
5.40
5.40
-1.14 *
-1.14 *
4.05
4.05
-0.71 ksi
3.23 ksi
4.00 ksi
Overstress
Notice
0 %
0 %
Longitudinal Tensile Rebar Needed (in^2)
Required Provided Additional
0 %
0 %
0 %
0 %
0 % Class U member - not cracked
0 % Class U member - not cracked
0 %
0 %
DISTRIBUTION OF FLEXURAL STEEL & CRACKING
Beam Not Cracked
~
-
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 12.25 ft
Load Instantaneous
Case Deflections Transfer Mult. Erection Completion Mult.
EllgilJPEJ Steve I~rawtherl
FiJ.E': r;~.~;1-12HC([:illgJ ) .C'C)I'J
Final
DL Glowth since
CompI et i em + LL
[\l1ulin Ccnclete Plodllt'L2,
fvlon Jun U(, 08 J]: I:, ('(If:
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
)c
Prestress Camber
Beam Weight
Dead Load before topp.
Topping Weight
Dead Load after topp.
Live Load
0.530
-0.129
0.000
0.000
-0.171
-0.255
0.530 1.80
-0.129 1.85
Net Deflection
Net Deflect. (sustained loads)
0.402
0.955 0.955 2.45 1.299 0.345
-0.238 -0.238 2.70 -0.348 -0.109
0.000 0.000 2.70 0.000 0.000
0.000 0.000 2.30 0.000 0.000
0.000 -0.171 3.00 -0.514 -0.343
-0.255 -0.255
0.716 0.183 -0.362
0.437
Note: Live Load includes all live load cases, including sustained live load.
Span/deflection : DL Growth + LL
Only LL
L / 811 < L/480 OK for non-structural attachments
< L/240 OK otherwise
L / 1153 < L/180 OK for roofs
< L/360 OK for floors
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/318M-02
Beta Used: for precast beam = 0.650
Factored Design Minimum Depth in Net Tensile Flexure (21 Conformance
Moment Strength Strength Compression Strain Class Notes
x Mu (2IMn 1.2Mcr c
ft kipft kipft kipft in
0.00 0.0 0.0 70.4 0.00 4.9345 Tension 0.75
2.45 63.6 173.8 244.2 1.18 0.0221 Tension 0.80
4.90 122.5 247.6 252.0 1. 64 0.0151 Tension 0.84
7.35 176.6 313.9 253.9 1. 97 0.0120 Tension 0.89
9.80 225.9 326.9 253.7 2.05 0.0115 Tension 0.90
12.25 270.2 326.9 254.8 2.05 0.0115 Tension 0.90
14.70 225.9 326.9 253.7 2.05 0.0115 Tension 0.90
17.15 176.6 313.9 253.9 1. 97 0.0120 Tension 0.89
19.60 122.5 247.6 252.0 1. 64 0.0151 Tension 0.84
22.05 63.6 173.8 244.2 1.18 0.0221 Tension 0.80
24.50 0.0 0.0 70.4 0.00 4.9345 Tension 0.75
Points of Ma~o ~~d Minimum ~actoLed 140;~~
12.25 "J:? Q 2.05 0.0115 Tension 0.90
0.00 0.0 0.0 -64.4 0.00 1.0595 Tension 0.75
Points of Critical Moment Design
12.25 270.2 326.9 254.8 2.05 0.0115 Tension 0.90
0.00 0.0 0.0 -64.4 0.00 1.0595 Tension 0.75
** (21 varies linearly over the development length (per draft ACI 318-05) .
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACI318/318M-02
Applied Shear Prestress Concrete Stirrup * Shear Applied Threshold Conforma
Shear Depth Component Strength Strength Strength Torsion Torsion Notes
x Vu d vp 0Vc ** 0Vs 0Vn Tu 0Tcr/4
ft kip in kip kip kip kip kipft kipft
0.00 26.9 9.88 0.0 35.4 3.7 39.1 0.0 0.0
2.45 25.0 9.88 0.0 50.5 0.0 50.5 0.0 0.0
4.90 23.0 9.88 0.0 34.8 3.7 38.5 0.0 0.0
7.35 21. 1 9.88 0.0 24.4 3.7 28.1 0.0 0.0
9.80 19.1 9.88 0.0 24.9 3.1 28.0 0.0 0.0
12.25 17.0 9.88 0.0 24.9 3.1 28.0 0.0 0.0
12.25 -17.0 9.88 0.0 -24.9 -3.1 -28.0 0.0 0.0
14.70 -19.1 9.88 0.0 -24.9 -3.1 -28.0 0.0 0.0
17.15 -21.1 9.88 0.0 -24.4 -3.7 -28.1 0.0 0.0
19.60 -23.0 9.88 0.0 -34.8 -3.7 -38.5 0.0 0.0
22.05 -25.0 9.88 0.0 -50.5 0.0 -50.5 0.0 0.0
24.50 -26.9 9.88 0.0 -35.4 - 3 .7 -39.1 0.0 0.0
* Stirrup resistance based on required stirrup area.
(Jill
1 r r
1 r r Ufi
.it i I I
.1 rJIJ
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F i j e : ',J c; Ilq CON
(:umf -in ";,' . 1 n
MC'lJ l:un
I'" r'Todtlct.:.-'
)()()')
Summary Report
'1 \
...;
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
Total Torsion* Provided Provided Required Total Allowable Note
x (Av+2At)/s At/s Av+2At s s Required Reduction**
ft in^ 2 /in in^2/in in^2 in in in^2 in^2
0.00 -- N/A N/A min
0.008 0.000 9.00 0.00 0.00 Av
2.45 0.000 0.000 N/A N/A 9.00 0.00 0.00
4.90 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
7.35 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
9.80 0.007 0.000 N/A N/A 9.00 0.00 0.00 min Av
12.25 0.007 0.000 N/A N/A 9.00 0.00 0.00 min Av
12.25 0.007 0.000 N/A N/A 9.00 0.00 0.00 min Av
14.70 0.007 0.000 N/A N/A 9.00 0.00 0.00 min Av
17.15 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
19.60 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
22.05 0.000 0.000 N/A N/A 9.00 0.00 0.00
24.50 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery) .
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam section.
l') ~-o\
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File:
Flil'tJt.heli
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Project c...f'<-'-\o.-....' dl..-. [$ ~~ f'
liP l!~vu~
Since 1897
CONCRETE PRODUCTS COMPANY
415 Lilac Street, Lino Lakes, MN 55014
Office 651-786-7722. FAX 651-786-0229
1-800.336-6546 . www.molin.com
Re
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OVER 100 YEARS OF CUSTOMER SERVICE
Sheet No.
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....
Job No. :; 1...'S I
Date 1",.-.. G:. I . DoS
Hollow Core Plank · Precast Beams and Columns · Insulated Wall Panels · Stadia
s~
t { ,......~~t
-.
'"
Summary Report
1.,""5
./
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
SUMMARY REPORT
Design Code Used: ACI318/318M-02
CONCRETE MATERIAL PROPERTIES
Concrete Density
Compressive Strength
Modulus of Elasticity
Strength at Transfer
Modulus of Elast. at
Precast Beam
Wt
fIr
Be
f'ci
Transfer Eci
pcf
k-sJ
ksi
ksi
ksi
153
~ "
5925
4.0
3950
Cement Content 550 lb/yd^3 Construction Schedule
Air Content 3.00 % Age at Transfer 0.75 days
Slump 4.00 in Age at Erection 40 days
Aggregate Mix 0.55 (ratio fine to total aggregate) Age at Topping Placement 50 days
Curing Method Steam Age Topping is Composite 53 days
Humidity 70 %
Basic Shrinkage Strain = 780E-6
BEAM LAYOUT
Segment/Length
No From To
ft ft
1
0.00
24.50
Offset
Z Y
in in
Section Identification
Folder Section
tl
in
Topping Parameters
bl t2
in in
b2
in
0.00
0.00 extruded plank
~._---
12 "x48" -heavy
Total Beam Length = 24.50 ft, Left Support @ 0.00 ft, Right Support @ 24.50 ft, Span
---..
24.50 ft
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg . A I yb Sb
No. in^2 in^4 in in^3
1
327.0
St
in^3
viS
in
h
in
bw
in
5578
14.38
12.00
5.80
961
900
2.76
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
PRESTRESSING STEEL TENDONS
Prestressing Strand Details
Offsets Debonded Length * Tendon Jacking Force
ID Qty Material Section n"'\ x y Left Right Area Pj %fpu
ft in ft ft in^2 kip
fpu=270 ksi SWS#1/2" 0.00 2 .13 0.00 0.00 0.918 173.5 0.70
Es= 28000.0 ksi 24.50 2.13
fpu=270 ksi 0.00 2.13 0.00 0.00 0.860 162.5 0.70
Es= 28000.0 ksi 24.50 2.13
A suffix 'D' on the debond length indicates that the strand
Prestressing steel is low relaxation strand.
Calculated Losses: Initial = 5.2 %, Final
Maximum Total Prestress Forces: Pj (jacking)
Pi(transfer)
Pe(effective)
notes: *
is fully developed at that end.
%
336.0
318.6
286.4
15.00 ft
14.8
kip,
kip,
kip @ x
ID Diameter
in
End
Prestressing Strand Transfer and Development Lengths
1
1
2
2
0.50
0.50
0.60
0.60
LEFT
RIGHT
LEFT
RIGHT
Debond
in
fse fps Transfer Development
ksi ksi in in
156 .59 266.51 26.07 81.03
156 .47 266.51 26.05 81.07
157. 00 266.20 31.37 96.89
156. 86 266.21 31.34 96.95
0.00
0.00
0.00
0.00
BEAM AND TOPPING SELF-WEIGHT
Engineer: SteVE Brawthen
F'i 1 e: ~) ~ ~) 1. 1 =~ i J obb-::') . CON
r-'ompan~,' Mr-.: 1 j n
f.loll ,! UJJ
et E' Pl-ocluct~-;
jl . _ 9 =~ () () r:,
Summary Report
'1~1
;)
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
Segment/Length
From To
No. ft ft
1
0.00
0.35
24.50
EXTERNALLY APPLIED LOADS
Linear Weight
Beam Topping
kip/ft kip/ft
Load Intensity (*) Offset (ft)
Load Case Load Label Load Type Left Right Left Right
SDL AT D DL Line Load 0.10 0.10 0.00 24.50
SDL AT D PDLbw Point Load 6.80 15.00
SDL AT D PDLpost Point Load 3.20 3.50
Live Load L LL Line Load 0.40 0.40 0.00 24.50
Live Load L PLLbw Point Load 10.40 15.00
Live Load L PLLpost Point Load 10.50 3.50
* point loads kip, line loads = kip/ft, point moment/torsion kipft , line torsion kipft/ft
Load Combinations
Factored Combination 1
Factored Combination 2
Factored Combination 3
Factored Combination 4
Factored Combination 5
Factored Combination 6
(The use of T is not yet
1. 40 D + 1. 40 F
1. 20 D + 1. 60 L + 0.50 SRLr + 1. 20 F + 1.20 T
1. 20 D + 1. 00 L + 1. 60 SRLr
1. 20 D + 1. 60 SRLr + 0.80 WE
1. 20 D + 1. 00 L + 0.50 SRLr + 1. 60 WE
0.90 D + 1. 60 WE
implemented)
SHEAR STIRRUPS
From
ft
0.00
To
ft
Stirrup Stirrup Number of Legs Total Stirrup Area Stirrup Spacing
Grade Size Stirrup Interface Stirrup Interface Stirrup Interface
ksi in Beam Ties in^2 in^2 in in
60.0 0 0 0.00 0.00 0.00 0.00
24.50
TORSION PARAMETERS
Seg.
No.
Torsion Parameters
Aoh Ph
in^2 in
1
240.00
64.00
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Unfactored Effects
x (ft) Moment (kipft)
Total Sustained
Total Factored Effects
Shear Moment Torsion
(kip) (kipft) (kipft)
0.00
2.45
4.90
7.35
9.80
12.25
14.70
17.15
19.60
22.05
24.50
0.0
68.0
111.7
136.0
155.2
169.3
178.3
145.2
101.9
53.5
0.0
SUPPORT REACTIONS (kip)
0.0
25.3
43.4
55.4
64.8
71.5
75.5
62.2
44.1
23.4
0.0
41. 7
38.8
15.3
12.4
9.6
6.7
3.8
-23.9
-26.8
-29.7
- 32.5
0.0
98.7
161.4
195.4
222.4
242.2
255.0
207.4
145.4
76.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
Unfactored Support Reactions
EnC1i
I~i 1 e :
Steve BravJthen
ce, 1- 1 2 He " J obb-.'! . con
111 l-f:::~te r)~ndu('t :-'
IV].-.-Tl l.lun (HJ 11: ::: () ()
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
-- -..--------.-.
Load Case Left Right
Beam Wgt 4.3 4.3
SDL BT 0.0 0.0
Topping Wgt 0.0 0.0
SDL AT 6.6 5.8
LL Sustain 0.0 0.0
Live Load 17.9 12.8
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
vwind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 10.9 10.1
Total 28.8 22.9
Factor Max. 41.7 32.5
CONCRETE STRESS RESULTS
(+ve = compression, -ve tension)
1\1
j ;.)
Location
x
ft
Stress
ksi
Limit
ksi
Overstress
Notice
STRESSES AT TRANSFER
Maximum Compression
Top of Beam 12.25 0.04 2.40 0 %
Bottom of Beam 21.80 1. 94 2.40 0 %
Longitudinal Tensile Rebar Needed (in^2)
Maximum Tension Required Provided Additional
Top of Beam 22.05 -0.17 -0.38 0 %
Bottom of Beam 0.00 0.00 -0.38 0 %
STRESSES IN SERVICE
Maximum Compression
Top of Beam 15.00 2.10 5.40 0 %
Bottom of Beam 22.05 1.11 5.40 0 %
Maximum Tension
Top of Beam 0.00 * 0 % Class U member - not cracked
Bottom of Beam 15.00 * 0 % Class U member - not cracked
"""'"
STRESSES IN SERVICE (SUSTAIN LY)
Maximum Compression
Top of Beam 15.00 0.73 4.05 0 %
Bottom of Beam 21.80 1. 50 4.05 0 %
* Bilinear deflection calculation used.
Modulus of Rupture,
Transfer Strength Required,
Transfer Strength Specified,
- 0.71
3.23
4.00
ksi
ksi
ksi
fr
f'ci
f'ci
-=--
DISTRIBUTION OF FLEXURAL STEEL & CRACKING
~
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 12.25 ft
Load Instantaneous '.' @ ,"
Case Deflections Transfer Mult. Erection Completion Mult.
Prestress Camber 0.535 0 .535 1. 80 0.963 0.963 2.45
Beam Weight -0.125 -0. 125 1. 85 -0.231 -0.231 2.70
Dead Load before topp, 0.000 0.000 0,000 2.70
Topping Weight 0,000 0.000 0.000 2.30
Dead Load after topp, -0,145 0.000 -0. 145 3.00
Live Load -0.318
EJ1gil1eel 3te' P]c-I
File: ~51 l~Hr ]
}-l-:-"['I
I {'Cl:J
@
Final
1.311
-0.336
0.000
0.000
-0.435
- 0.318
:,1u Ii IT"! eun 1
l"kil1 ,.-run I I
DL Growth since
Completion + LL
0.348
-0.106
0.000
0.000
-0 290
0.3:i 8
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
.,<,.,
)
Net Deflection
Net Deflect. (sustained loads)
0.410
0.732
0.221
0.540
-0.366
Note: Live Load includes all live load cases, including sustained live load.
Span/deflection : DL Growth + LL = L / 803
C):/.4
< L/480 OK for non-structural attachments
~ L/240 OK otherwise
< L/180 OK for roofs
< L/360 OK for floors
Only LL
<:::.-
.L
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/318M-02
Beta Used: for precast beam = 0.650
Factored Design Minimum Depth in Net Tensile Flexure 0 Conformance
Moment Strength Strength Compression Strain Class Notes
x Mu 0Mn 1.2Mcr c
ft kipft kipft kipft in
0.00 0.0 0.0 70.4 0.00 4.9345 Tension 0.75
2.45 98.7 173.8 244.3 1.18 0.0221 Tension 0.80 [2]
4.90 161.4 247.7 251.7 1. 64 0.0151 Tension 0.84 [2]
7.35 195.4 313.9 253.1 1. 97 0.0120 Tension 0.89
9.80 222.4 326.8 254.1 2.05 0.0115 Tension 0.90
12.25 242.2 326.8 254.7 2.05 0.0115 Tension 0.90
14.70 255.0 326.8 254.9 2.05 0.0115 Tension 0.90
17.15 207.4 313.8 253.6 1. 97 0.0120 Tension 0.89
19.60 145.4 247.6 251.8 1. 64 0.0151 Tension 0.84 [2]
22.05 76.2 173.7 244.2 1.18 0.0221 Tension 0.80
24.50 0.0 0.0 70.4 0.00 4.9345 Tension 0.75
Points of Max inimum Factorea~
15.00 256.1 326 . 8 254 . 9 -: 2.05 0.0115 Tension 0.90
0.00 0.0 0.0 0.00 1.0595 Tension 0.75
Points of Critical Moment Design
15.00 256.1 326.8 254.9 2.05 0.0115 Tension 0.90
0.00 0.0 0.0 -64.4 0.00 1. 0595 Tension 0.75
Conformance Note [2] : Problem - 0Mn < 1.2Mcr and IZlMn < 2.0Mu
Conformance Note [4] : Note - Some strands or rebar have slipped and been disregarded
** o varies linearly over the development length (per draft ACI 318-05) .
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACI318 / 318M- 02
Applied Shear Prestress Concrete Stirrup * Shear Applied Threshold Conforma
Shear Depth Component Strength Strength Strength Torsion Torsion Notes
x Vu d Vp 0Vc ** IZlVs IZlVn Tu IZlTcr/4
ft kip in kip kip kip kip kipft kipft
0.00 41.7 9.88 0.0 35.4 6.4 41.7 0.0 0.0
2.45 38.8 9.88 0.0 50.5 3.7 54.2 0.0 0.0
4.90 15.3 9.88 0.0 20.0 3.7 23.8 0.0 0.0
7.35 12.4 9.88 0.0 17.2 3.7 20.9 0.0 0.0
9.80 9.6 9.88 0.0 17.2 3.7 20.9 0.0 0.0
12.25 6.7 9.88 0.0 17.2 0.0 17.2 0.0 0.0
14.70 3.8 9.88 0.0 17.2 0.0 17.2 0.0 0.0
17.15 -23.9 9.88 0.0 -23.6 -3.7 -27.3 0.0 0.0
19.60 -26.8 9.88 0.0 -34.0 -3.7 -37.7 0.0 0.0
22.05 -29.7 9.88 0.0 -50.5 -3.7 -54.2 0.0 0.0
24.50 -32.5 9.88 0.0 -35.4 -3.7 -39.1 0.0 0.0
* Stirrup resistance based on required stirrup area.
x
ft
Required
Total
(Av+2Ati/s
ill / in
Stirrups
Torsion*
At/s
in"2/in
Stirrup
Provided
Av+2At
in';'
Stirrup Spacing
Provided Required
s
s
Long. Torsion Steel, Al
Total Allowable
Required Reduction"
in'^2 .in!'.:2
Conform
Note
in
In
0.00 0.014
2.45 (I.OOS
o 000
o 000
----~'A -~-'-~--'NlA
Nil, N/A
9.00
9 DO
0.00
o 00
0.00
o 00
min .b,v
Ellqillt'J'l
Fi I F"
St~ ',:E' El'il'.vt:l"Jen
C,l 1:'.W'( luhb~) . CON
Ii Jl
]\] >11 ,-lUll
f't c
Ii
FI0duc't ~
:~I ::: () U L
4
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
~'\
4.90 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
7.35 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
9.80 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
12.25 0.000 0.000 N/A N/A 9.00 0.00 0.00
14.70 0.000 0.000 N/A N/A 9.00 0.00 0.00
17.15 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
19.60 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
22.05 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
24.50 0.008 0.000 N/A N/A 9.00 0.00 0.00 min Av
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery) .
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam section.
,I) ~ v c.. {~ (-.( \.A.... 4 ~
~ ~ 0
L\) ~~':) ~:) ....... (L--; \:;.. I '-'--- ~ i.."t ~ 11
Enq.11,17"
I,' j 1" :
I L:'HC\1
1+0 \ \.0-.....:> -.....'" ,-'...
Cr--(...~''''"'~ bAa ~~
Project
Since 1897
CONCRETE PRODUCTS COMPANY
415 Lilac Street, Lino Lakes, MN 55014
Office 651-786-7722. FAX 651-786.0229
1.800-336-6546 . www.molin.com
Re
I '\.. ~
pL...~.; '-""f''>'
e l)",:\d, >~ {."'~ (
t \. '
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U... -. ~I:) ~ to t
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Sro-..
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lQ-...6..... ____ '
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-,I
.3'-.... ~4;,
~f'N
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llL \ ;,' )
llL ~'- ,-" )
~........., l...::o........",' ".1.
v "'jr< s-" S ''l'r/M...,J ") .....1
Lv) 1r:r b~ ~ar';: ..."
(\) ').. ',."f ',Ar"'- .
---
'"
OVER 100 YEARS OF CUSTOMER SERVICE
Sheet No.
Job No.
?tb
S' 1.- '> \
Date ~~ b, '''':)
1..'-1 - ....
Hollow Core Plank · Precast Beams and Columns · Insulated Wall Panels · Stadia
-Iii
@
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
"J\
SUMMARY REPORT
Design Code Used: ACI318/3l8M-02
CONCRETE MATERIAL PROPERTIES
Precast Beam
Concrete Density
Compressive Strength
Modulus of Elasticity
Strength at Transfer
Modulus of Elast. at Transfer
Wt
f'r
Ec
f'ci
Eci
153
6 0
4838
3.5
3695
pcf
ksi
ksi
ksi
ksi
Cement Content 550 Ib/yd^3 Construction Schedule
Air Content 3.00 % Age at Transfer 0.75 days
Slump 4.00 in Age at Erection 40 days
Aggregate Mix 0.55 (ratio fine to total aggregate) Age at Topping Placement 50 days
Curing Method Steam Age Topping is Composite 53 days
Humidity 70 %
Basic Shrinkage Strain = 780E-6
BEAM LAYOUT
Segment/Length
No From To
ft ft
Offset
Z Y
in in
Section Identification
Folder Section
tl
in
Topping Parameters
bl t2
in in
b2
in
1
0.00
24.50
0.00
0.00
Flel!
12:)~:24---,..
Total Beam Length = 24.50 ft
Left Support @ 0.00 ft, Right Support @ 24.50 ft, Span
24.50 ft
PRECAST SECTION PROPERTIES (NON-COMPOSITE) *
Seg . A I yb Sb
No. in^2 in^4 in in^3
St
in^3
viS
in
bw
in
h
in
12.00
1
146.2
2656
6.00
443
443
2.03
4.80
* These properties do not include the transformed area of any reinforcing or prestressing steel.
See the Transformed Section Properties text report for properties that include the area of steel.
PRESTRESSING STEEL TENDONS
Prestressing Strand Details
Offsets Debonded Length * Tendon Jacking Force
ID Qty Material Section 5'6 x y Left Right Area Pj %fpu
ft in ft ft in^2 kip
4 fpu=250 ksi SWS#1/2" 0.00 2 .13 0.00 0.00 0.576 100.8 0.70
Es= 28000.0 ksi 24.50 2.13
notes: *
A suffix 'D' on the debond length indicates that the strand
Prestressing steel is low relaxation strand.
Calculated Losses: Initial = 3.6 %, Final
Maximum Total Prestress Forces: Pj (jacking)
pi (transfer)
Pe(effective)
is fully developed at that end.
11.7
%
100.8
97.1
89.0
kip,
kip,
kip @ x
12.25 ft
Prestressing Strand Transfer and Development Lengths
1
1
0.50
0.50
LEFT
RIGHT
0.00
0.00
fse fps Transfer Development
ksi ksi in in
148.23 246.43 24.68 73.78
148.23 246.43 24.68 73.78
ID Diameter
in
End
Debond
in
LONGITUDINAL REINFORCING STEEL
Reinforcing Steel Groups
ID Qty Grade Bar Size *
ksi
Area
. ^ ~
In "'"
Start *
ft
End *
ft
Offset
in
Offset Reference **
Engineer: Steve Brawthen
F i 1 e: c,2 51 - ] :2 flex ( sing 1 c'b'w) . CON
Compau/: IVjn} in Concrete Pl-oducL;:
r.1on l:Jun 1::: 18: 24
Summary Report
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
'-\0
1 2
60.0
#5
0.620
0.00
0.00
1.50 bottom of the beam
notes: * A 'e' or 'H' suffix indicates "epoxy coating" and "hooked end" respectively.
** Offsets are measured up from the bottom or down from the top
Reinforcing Steel Development Lengths (in)
Location Coating Density Bar Size
ID Factor Factor Factor Factor
Left End of Rebar
Tension Compression
Right End of Rebar
Tension Compression
1
1. 00
1. 00
1. 00
0.80
19.36
10.35
19.36
10.35
notes: Tight confinement by stirrups not accounted for.
Product of location and coating factors not taken greater than 1.70.
BEAM AND TOPPING SELF-WEIGHT
Segment/Length
From To
No. ft ft
Linear Weight
Beam Topping
kip/ft kip/ft
1
0.00
24.50
0.16
EXTERNALLY APPLIED LOADS
Load Intensity (* ) Offset (ft)
Load Case Load Label Load Type Left Right Left Right
SDL AT D DL Line Load 0.05 0.05 0.00 24.50
SDL AT D PDLbwl Point Load 3.60 12.25
Live Load L LL Line Load 0.08 0.08 0.00 24.50
Live Load L PLLbw Point Load 4.80 12.25
* point loads kip, line loads = kip/ft, point moment/torsion kipft , line torsion kipft/ft
Load Combinations
Factored Combination 1
Factored Combination 2
Factored Combination 3
Factored Combination 4
Factored Combination 5
Factored Combination 6
(The use of T is not yet
1.40 D + 1.40 F
1.20 D + 1.60 L + 0.50 SRLr + 1.20 F + 1.20 T
1.20 D + 1.00 L + 1.60 SRLr
1.20 D + 1.60 SRLr + 0.80 WE
1.20 D + 1.00 L + 0.50 SRLr + 1.60 WE
0.90 D + 1.60 WE
implemented)
SHEAR STIRRUPS
From
ft
To
ft
Stirrup Stirrup Number of Legs Total Stirrup Area Stirrup Spacing
Grade Size Stirrup Interface Stirrup Interface Stirrup Interface
ksi in Beam Ties in^2 in^2 in in
60.0 0 0 0.00 0.00 0.00 0.00
0.00
24.50
TORSION PARAMETERS
Seg. Torsion Parameters
No. Aoh Ph
in^2 in
1
240.00
64.00
Aoh is the area enclosed by the centerline of the outermost closed transverse torsional reinforcement.
Ph is the perimeter of the area defined as Aoh.
ANALYSIS RESULTS SUMMARY
Total Unfactored Effects
x (ft) Moment (kipft)
Total Sustained
Total Factored Effects
Shear Moment Torsion
(kip) (kipft) (kipft)
0.00 0.0 0.0
106 0.0 0.1]
En~]i]Jc~ I
F.i lc
.:~te\!e Prr:'1\,.]t11en
S112flE:Y(,r-ilnql(?}:Hf\I)
f'1c 1 in ('unCl'ete
,.Tn]] , 1
PIDclU( j :--
: 2-) 'It
Summary Report
V\\
Concise Beam (TM), Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
2.45
4.90
7.35
9.80
12.25
12.25
14.70
17.15
19.60
22.05
24.50
18.0
34.3
48.9
61. 7
72.9
72.9
61. 7
48.9
34.3
18.0
0.0
10.0
18.7
26.2
32.4
37.5
37.5
32.4
26.2
18.7
10.0
0.0
9.7
8.8
7.8
6.9
6.0
-6.0
-6.9
-7.8
-8.8
-9.7
-10.6
24.8
47.4
67.7
85.8
101.6
101.6
85.8
67.7
47.4
24.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SUPPORT REACTIONS (kip)
Unfactored Support Reactions
Load Case Left Right
Beam Wgt 1.9 1.9
SDL BT 0.0 0.0
Topping Wgt 0.0 0.0
SDL AT 2.4 2.4
LL Sustain 0.0 0.0
Live Load 3.4 3.4
Roof Load 0.0 0.0
Fluid Wgt 0.0 0.0
VWind or EQ 0.0 0.0
Strain Load 0.0 0.0
Load Combo. Left Right
Sust. Total 4.3 4.3
Total 7.7 7.7
Factor Max. 10.6 10.6
CONCRETE STRESS RESULTS
(+ve = compression, -ve
Location
x
ft
STRESSES AT TRANSFER
Maximum Compression
Top of Beam 12.25
Bottom of Beam 2.21
Maximum Tension
Top of Beam
Bottom of Beam
STRESSES IN SERVICE
Maximum Compression
Top of Beam 12.25
Bottom of Beam 22.30
Maximum Tension
Top of Beam 0.00
Bottom of Beam 12.25
2.10 0 %
2.10 0 %
Longitudinal Tensile Rebar Needed (in^2 )
Required Provided Additional
-0.35 0 %
-0.35 0 %
tension)
Stress
ksi
Limit
ksi
0.15
1. 26
1.96
0.00
-0.06
0.00
1. 81
0.79
~---------------..:
C 0.00
-0.59
3.60
3.60
-0.93 "
-0.93 ~
STRESSES IN SERVICE (SUSTAINED
Maximum Compression
Top of Beam 12.25
Bottom of Beam 22.30
LOADS ONLY)
0.86
0.97
2.70
2.70
* Bilinear deflection calculation used.
Modul us of Rupture, fr
Transfer Strength Required, f'ci
Transfer Strength Specified, f'ci
---
-0.58 ksi
2.10 ksi
3.50 ksi
DISTRIBUTION OF FLEXURAL STEEL I; CRACKING
Engine-:,::]
File:
e\"f~ Brc:11;Jt:l.lE'YJ
1 :~ f ] c;-: ( " ]
'1 ell,-.!I
Overstress
Notice
0 %
0 %
0 % Class U member - not cracked
0 % Class T member - cracking controlled
0 %
0 %
I]:. :
~1u.l in C, ;ncLete
!V1on lJun :-1
I c.dllo.'I.,'
n(l F:
Summary Report
~'\ I\..
Concise Beam (TM), Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 Unit
Problem:
Bottom
of Beam
Maximum Crack width
Cracked? Yes\
w 0.004 I
x u.2:o T
c 5.07 I
Ms 72.9 I
Pdc -84.7 I
Mint= 21.7 I
Steel Type mixed I
Suri&Dilger I
2.10 I
14.71 I
I
I
1. 50 I
- I
77.8 I
1. 2 I
Top of
Beam
Estimate
No
0.000
0.00
0.00
0.0
0.0
0.0
rebar
kl
fs
hI
h2
dc
A
At
Ast
0.00
0.00
0.00
0.00
0.00
0.0
Maximum Flexural Steel spacing
cc 1.19 I 0.00 in
s 29.37 I 0.00 in
fc -2.29 I 0.00 ksi
limit= -1. 80 I -3.60 ksi
in Estimated maximum crack width *
ft - Location of maximum crack width from left end of beam
in - Concrete depth in compression
kipft - External service moment (DL + LL)
kip - Decompression force at cracked centroid
kipft - Internal moment about cracked centroid
- Type of steel in tension
- Equation used **
_ (x 10A-8) Coefficient used for equation
_ Stress in steel nearest to tension face (after decompression)
_ Distance from the neutral axis to the extreme rebar
Distance from the neutral axis to the edge of concrete in tension
_ Concrete cover to center of steel closest to tension face
_ Area of concrete in tension around each bar/strand
- Area of concrete in tension
- Area of steel in tension
ksi
in
in
in
in^2
in^2
in^2
_ Clear concrete cover to steel closest to tension face
_ Maximum centre-to-centre spacing of steel closest to tension face
- Maximum concrete compressive stress
_ Allowable concrete compressive stress
Recommended Crack width values (from PCI) - (in)
Critical Prestressed Reinforced
Exposure Beams Conc. Beams
Exterior Exposure 0.007 0.009 0.013
Interior Exposure 0.010 o. all 0.016
* Note: actual crack widths can vary by as much as 50% from this predicted value.
Control of cracking is accomplished by proper steel detailing as specified in the design code.
** Note: Gergely & Lutz equation: w = kl x fs x h2 / hI x CubicRoot(dc * A)
Suri & Dilger equation: w = kl x fs x dc x Sqrt(At / Ast)
DEFLECTION/CAMBER ESTIMATE RESULTS (in)
(-ve = deflection down, +ve = camber up)
Maximum Midspan Camber/Deflection at x = 12.25 ft
Load Instantaneous @ @
Case Deflections Transfer Mult. Erection
@
Completion Mult.
@
Final
DL Growth since
Completion + LL
Prestress Camber 0.368 0.368 1. 39 0.510 0.510 1. 70
Beam Weight -0.122 -0.122 1. 41 -0.172 -0.172 1. 82
Dead Load before topp. 0.000 0.000 0.000 1. 82
Topping weight 0.000 0.000 0.000 1. 63
Dead Load after topp. -0.173 0.000 -0.173 1. 96
Live Load -0.265
Net Deflection 0.246 0.338
Net Deflect. ( sustained loads)
0.625
-0.222
0.000
0.000
-0.340
-0.265
0.115
-0.050
0.000
0.000
-0.167
-0.265
-0.202
0.063
-0.367
Span/deflection : DL Growth + LL
Note: Live Load includes all live load cases, including sustained live load.
Only LL
L / 801 < L/480 OK for non-structural attachments
~ L/240 OK otherwise
L /~< L/180 OK for roofs
< L/360 OK for floors
FLEXURAL DESIGN CHECK
Design Code Used: ACI318/31BM-02
Beta Used: for precast beam = 0.750
Factored
Moment
Design
Strength
Enq i l~leE'
F i 1 f
St-e',;E' BJ.av...rthen
] :.:flt::.:,: {sillgleb1A'
Depth in Net Tensile
Compression Strain
FlexUl'e
Class
o
Conformance
Notes
~hnimum
Strenqth
(-'()mp()Jl'~.' r.1ul~, 11 ("1]J
1~':11
~-, P rodu ct ~
. :: ~
\ ,
Concise Beam (TM) , Version 4.34, (c) 2004 Black Mint Software, Inc
Licensed to: 4079030414, Molin Concrete Products - OK
Project: Creekside Estates - 24 unit
Problem:
x Mu 0Mn 1.2Mcr c
ft kipft kipft kipft in
0.00 0.0 0.0 27.4 0.00 0.0000 compression 0.65
2.45 24.8 82.4 84.3 1. 37 0.0199 Tension 0.81
4.90 47.4 109.8 85.2 1. 76 0.0149 Tension 0.87
7.35 67.7 124.5 85.9 2.00 0.0128 Tension 0.90
9.80 85.8 124.5 86.4 2.00 0.0128 Tension 0.90
12.25 101.6 124.5 86.8 2.00 0.0128 Tension 0.90
14.70 85.8 124.5 86.4 2.00 0.0128 Tension 0.90
17.15 67.7 124.5 85.9 2.00 0.0128 Tension 0.90
19.60 47.4 109.8 85.2 1. 76 0.0149 Tension 0.87
22.05 24.8 82.4 84.3 1. 37 0.0199 Tension 0.81
24.50 0.0 0.0 27.4 0.00 0.0000 Compression 0.65
Points of Max~ ~r Minimnm ~~~LUL~~ '''.~
12.25 2.00 0.0128 Tension 0.90
124.5
0.00 86'J 0.00 0.0000 Compression 0.65
o.
points of critical Moment Design
12.25 101.6 124.5 86.8 2.00 0.0128 Tension 0.90
0.00 0.0 0.0 -26.1 0.00 0.0000 Compression 0.65
Conformance Note [4] : Note - Some strands or rebar have slipped and been disregarded
** o varies linearly over the development length (per draft ACI 318-05) .
SHEAR AND TORSION DESIGN CHECK
Design Code Used: ACI318/318M-02
Applied Shear Prestress Concrete Stirrup * Shear Applied Threshold Conforma
Shear Depth Component Strength Strength Strength Torsion Torsion Notes
x Vu d Vp 0Vc ** 0Vs 0Vn Tu 0Tcr/4
ft kip in kip kip kip kip kipft kipft
0.00 10.6 10.20 0.0 9.9 2.0 11.9 0.0 0.0
2.45 9.7 10.20 0.0 14.2 2.0 16.2 0.0 0.0
4.90 8.8 10.20 0.0 11.1 2.0 13.1 0.0 0.0
7.35 7.8 10.20 0.0 7.6 2.0 9.6 0.0 0.0
9.80 6.9 10.20 0.0 5.8 2.0 7.7 0.0 0.0
12.25 6.0 10.20 0.0 4.8 2.0 6.8 0.0 0.0
12.25 -6.0 10.20 0.0 -4.8 -2.0 -6.8 0.0 0.0
14.70 -6.9 10.20 0.0 -5.8 -2.0 -7.7 0.0 0.0
17.15 -7.8 10.20 0.0 -7.6 -2.0 -9.6 0.0 0.0
19.60 -8.8 10.20 0.0 -11. 1 -2.0 -13.1 0.0 0.0
22.05 -9.7 10.20 0.0 -14.2 -2.0 -16.2 0.0 0.0
24.50 -10.6 10.20 0.0 -9.9 -2.0 -11.9 0.0 0.0
* Stirrup resistance based on required stirrup area.
Required Stirrups Stirrup Stirrup Spacing Long. Torsion Steel, Al Conforro
Total Torsion* Provided Provided Required Total Allowable Note
x (Av+2At)/S At/s Av+2At s s Required Reduction**
ft in^2/in in^2/in in^2 in in in^2 in^2
-- N/A N/A 0.00 min Av
0.00 0.004 0.000 9.00 0.00
2.45 0.004 0.000 N/A N/A 9.00 0.00 0.00 min Av
4.90 0.004 0.000 N/A N/A 9.00 0.00 0.00 min A'
7.35 0.004 0.000 N/A N/A 9.00 0.00 0.00 min A
9.80 0.004 0.000 N/A N/A 9.00 0.00 0.00 min A
12.25 0.004 0.000 N/A N/A 9.00 0.00 0.00 min ;>
12.25 0.004 0.000 N/A N/A 9.00 0.00 0.00 min 1
14.70 0.004 0.000 N/A N/A 9.00 0.00 0.00 min
17.15 0.004 0.000 N/A N/A 9.00 0.00 0.00 min
19.60 0.004 0.000 N/A N/A 9.00 0.00 0.00 min
22.05 0.004 0.000 N/A N/A 9.00 0.00 0.00 mil'
24.50 0.004 0.000 N/A N/A 9.00 0.00 0.00 mil
* Portion of the total stirrup area required to resist torsional shear flow (one leg around periphery)
** Allowable reduction in the additional longitudinal steel in the compression portion of the beam secti
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Date Received 1 ;I ~/tJ 5
Date Reviewed
Permit #
PERMIT REQUIREMENT
Date: ?/~;0 5"". Date:
Request: ~ I:: ~ ~ Reply:
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Date:
Request:
Date:
Request:
REPL Y DATE
Date:
Reply:
Date:
Reply:
Date:
Reply:
Accept D
Decline [J
Accept D
DeclineD
Accept D
Decline D
Accept D
Decline D
Building/Planning/Engineering Permit Complete 0 Permit Issued 0
J:\BUILDING\FOlUvIS\PERMIT INFO REQUEST.doc
CITY'S COpy
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
July 12, 2005
Ron Hommerding
RHA Architects Inc.
104 East Germain St.
St.Cloud, MN 56304
RE: West 24 Unit Creekside Apartments Tranquility Court.
Following are the results of the review of the letter from RHA Architects plan review responce
for the West 24 Unit Creekside Apartment building. Our review was based on the 2003
Minnesota State Building Code (MSBC) which adopted with amendments the 2000
International Building Code (IBC) with handicap regulations of the Minnesota Accessibility
Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which
adopted with amendments the 2000 International Fire Code (IFC) and excerpts from the
National Fire Protection Association (NFP A). The results are numbered the same as the letter
and are in italics.
~ ~3. Submit window specifications include U value. Revise MN. Res. Check ifwindow U-
5r value has changed to conform to the MSBC. 2000 Energy code 7674
VS. Address IBC sections 716 Concealed spaces, and 707 Shaft Enclosures. Rated design
for elevator shaft at lid with ventilation shaft. ( t::>~..... e/'ol PUw....S)
,/J, Provide documentation listing that construction (floors and walls) meets Sound
.
Transmission Control and Impact ratings by laboratory or field-testing. IB~ ~
Wall type #/.with STC rating design of 50, TJI floor system STC ratitf: 2-hou~- ~ ~
floor rating with STC rating between R-2 unit and stair shaft with 2-hour rated
wall to rated foundation wall.
tJ~~9.
Provide Accessible ramp detail indicating dimensions and slopes of ramp. MSBC
1341.0430. Relocate accessible ramp to keep public out of traffic lane and provide
shortest route for direct access to building. Accessible ramp cannot project into
traffic lanes or access aisles. MSBC 1341.0430, subpart 6. No 8.eYAn ~~ l.J ./
v16. Provide I-hr fire-resistive construction at mailboxes. Owner to supply specifications.1~
~
~ 18. Provide not less than one standpipe for use during construction. Fire sprinkler/riser
permit required before building permit issued. IBC 3311. "S~ t ~ ~~S'
,
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
~o. Provide detail of fire barrier walls at elevator lobbies. Similar to detail 6/S-7. IBC
707.14.1. Detail needed to show this.
I 24. Structural engineer to sign all stairway framing connections and structure, Exterior
deck to precast floor connections, deck to wood floor connections, 2x10 corridor floor
connection to floor joists. Corridor floor detail, landings, stair structure members
and top and bottom stair attachments to meet 100# load, and storage areas with
125# load as designed by the structural engineer. Detail 2/A10 third floor closet at
stairwell support detail attachment to 2-hour shaft walls.
, \
od. ~ 7//3(<>'5
126. Provide signed Structural Engineered drawings of foundation columns, beams, and
precast floors. ~ / 1Yf~'
v2.8. Sht S-3: Is the Party room North exterior deck designed for 100# live load? Detail
.J8IS6 does,,'/ nrlltLh :!Jhut S1 }JlIFty lUck with 100# loading as designed from
structural engineer. (~~ ~~ ..0- ~-)
Additional comments,
37. Stuctural engineer to supply the support beams and trimmers for first floor framing.
Call ifthere are any questions, call at 952-447-9851
Sincerely,
Robert D. Hutchins
Building Official
cc. Eagle Creek Development
2
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FRon : ~1ESENBR I ~jK CONSTRUCT I mj
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PHO~jE tn 9524475036
Gt'RI<I N ~ 1 ~I)OWS &. DOC<RS
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NFRC Slmulation Summa.ry
Ar,,},ileCI.,raJ rUling. Inc.. 8451 W~l'Iern Ave. Sr. Paul, MN 551/1. FtJl1illlili! 65 J .636.YU 3. f'tJephollp. 65J -636-3.335
Manufacturer: Gcrkin Willd...",s & DQor~ Strl.YlModcJ: 6000 RC\lllrl if' 57716,01.201.4-:;
Product Type: Vinyl Heri~<>nl€ll SEder R.porl O:itc: 05123/05
Revision:
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PO Bex 3203
Sioux Ci~
10\"1l. Sl102
Frame Type:
Sash 1)pe:
Model Sin:
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Vinyl wi Reinfor<:-om.elnt - Interlock
1500 mm x 1200mJII (59.1 in x 47.2 in)
No
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City:
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PRIOR LAKE STATE BANK
City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, MN 55372
Dear Sir or Madam:
AMENDED IRREVOCABLE LETTER OF CREDIT NO.1386
Date: July 21, 2005
We hereby issue, for the account of Eagle Creek Development, LLC, Creekside condo-
miniums and in your favor, our Irrevocable Letter of Credit in the amount of Thirty
Six Thousand Thirty Six and 00/100 ($36,036.00) U.S. Dollars, available to you by your
draft drawn on sight on the undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Amended Letter of Credit No. 1386 dated July 21,
2005, of Prior Lake State Bank".
b) Be signed by the Mayor or City Manager of the City of Prior Lake.
c) Be presented for payment at Prior Lake State Bank, 16677 Duluth Avenue SE, Prior
Lake, Minnesota, on or before 4:00 P.M. on November 30, 2007.
This Letter of Credit shall automatically renew for successive one year terms unless,
at least forty five (45) days prior to the next annual renewal date, the Bank delivers
written notice to the Prior Lake City Manager that it intends to modify the terms of,
or cancel, this Letter of Credit. Written notice is effective if sent by certified
mail, postage prepaid, and deposited in the U.S. Mail, at least forty five (45) days
prior to the next annual renewal date addressed as follows: Prior Lake City Manager,
Prior Lake City Hall, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714 and
is actually received by the City Manager at least forty five (45) days prior to the
renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way
be modified, amended, amplified or limited by reference to any document, instrument
or agree~ent, whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit.
More than one draw may be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform
Customs and Practice for Documentary Credits, International Chamber of Commerce Pub-
lication No. 400.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit
shall honored upon presentation.
Two Locations:
P.O. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (952) 447-2101
14033 Commerce Ave NE, Prior Lake, MN 55372
FAX (952) 447-3337
www.priorlake.com
Ul
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PRECI5IDr,j IIJALL 5"/5
PA(jE 01/02
precision Wall Systems, Inc.
102 Vander Horck
Brlttonl SO. 574~O
605-448-2929
Fax! (605) 448-2995
Date:
7/7-G/6(
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JUL-28-2005 16:13
FROM : ME5E~IBR I NI< CUN::> I KU..... I L '-'I' CITY OF PR I OR LRKE
9524474245 P.02
-rwiN\lCli:y WOLt;u C~ IV\-CI.
617 13th Ave So
Ho kins, Minnesota 55343 .
612 935 - 3556
07 II 4/2005
HClrrmonn Well Drilling
308 E. MClin
New PrQ9fJ€ Mn 56071
758-3842
"",:', "'1
~~J"O:RT o~. ~,A-;rn'R f\N~I,-:v.SIS
Lab #: 380BN
Our LQborarory reports these Cll'lolyticol results, der:ermil'led on Q sample taken
by CLIENT on 07/7 7/2005 from the following location:
john Messenbrink
Eagle Creek Devolprnent
Prior lal<e,Mn
4 inch Water Main
Coliform Bacteria
Nitrate~ Nitrogen
<1/100 ml
<1.0 mgll
The results of These tests ;ndicore that this well is t1roducing water tJ1Qt meets the
standards for F.H.A, V.A., Or' conventiol'lolloans. This (eporf is Qn analysis for
coliform and njrrare only af1d does not include analysis of Lead alld other
cOf1ramil'l(;mts. (U/'Iless os specified by client).
~~\ Water Clin;c, Inc.
Bill ~Sdale
. , ,
. .",. ,.
"' . "'...
LAb O:M'Jl:llliOllIl o11.o~,.119
JUL-28-2005 16:13
FROr'1 ; MESENBRINK CONS"!l'(UI...I !UI~ CITY OF PRIOR LAKE
9524474245
P.03
IW&\tctty Wat"e.t'" c~ IV\,(/.
617 13th Ave So
Ho kins MInnesota 55343 '
612 935 - 3556
07/14/2005
Hartma"r1 Well Drilling
308 f. fw1ai17
Nt3W Prag/Je. Mn 56071
758-3842
. ." ,-,-'" --,_. -....-- .... ,..
..pr~n{T .g~~A~F., ~~.k.X~~-
lab #: 3838N
-. _......-. ",
. .
. ~ - ,_... . - ._.0- - ...... _.- -" '".."
,,_'_' " ': ,;< ,:J:;'
.. ": ..
Our Laborarorv reporrs these el17alytical reslJ/rs, derermintd on a sample taken
l:7Y' CLIENT on 07/1 1/2005 fro"'" the foJ/owiflg locatiol'l:
John Messenbrink
Eagle Creel< Devolpment
Prior Lalce,Mn
6 inch Water Main
Coliform Bacteria
<7/100 ml
The f'cSl.Ilts of 'these rest; indicate that 'this well is producing warer that meets the
standards for F.H.A., V,A., or conventio"al loaf/s. ,l1i$ tel'or't is (I" analysis fOY
colifon" a/'la nirrare only and does 1'lot jflcfllde analysis of Lead and other
cOl'ltaminonrs. (Unless as specified by clIent).
T~~tY Warer' Clinic, I/'Ic_
BiI~sdQ'e
\
"
'" ..., ..., - . . ...
l.nb C41if",,.don ~ D27.0$30-119
TOTRL P.03
JUL-28-2005 16:13
FROM: MESENBRINK CONSTRUCTION
CITY OF PRIOR LAKE
I 11'-'1"" ,.-
9524474245
P.Ol
PIIMr!: (951\ 4A7 r,o~J~
F~1~, (~\r't?) "'''7.r,O:~F.i
n6S 17Sq, Slre!;)1 E:;\;\, l~nC)r L.alllc. MN 55372
Fax
To:
Sob Hutchins
From: John
.....----
Fa)C 4.17 -4245
pages: 3 including cover
Date~ July 28. 2005
Phone:
~e: "\6520 Tranquility Ct. SE
-~
. comme"tS:
BRAUN
INTERTEC
Letter of Transmittal
Client: Eagle Creek Development
Braun Intertec Project No: LV -05-03198
Transmittal No:
3
Date: September 02, 200:
Braun Intertec Corporation
2101 Heron Way
Suite 101
Lakeville, MN 55044
To: Mr. Mike Gleason
City of Prior Lake
162"00 Eagle Creek Avenue Southeast
Prior Lake, MN 55372-1714
Re: Creek Side Condominiums, 16520 Tranquility, Prior Lake, MN
This Transmittal is being Sent:
_ For your approval
_ As requested
--X...- For your records
For review
Information Sent
Concrete Tests
Reference Numbers
Sets 3, 4 and 5
Comments/Clarification
I Transmittal List
Mr. Mike Gleason, City of Prior Lake
John Mesenbrink, Eagle Creek Development
Information Sent
Concrete Tests (1)
Concrete Tests (1)
Signature:
Sent By:
Phone:
Joseph Nietfeld
952-469-3644
Rev. 8/6/0-1
. Providing engineering and environmental solutions since 1957
BRAUN
f NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 9/1/05
Work Order: 0506099
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project:
LV-05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
5
8/4/05
9:45 am
8/5/05
71/2
5.4
85
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0 BG 3" Line
AVR
Not Given
3000
369
4
Barnes, Trent
None
Building Interior, Other, Basement Floor, 100' East of West Wall
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
5-1 1 6 7 88750 6.00 28.27 3,140 D N D2
5-2 1 27 28 113010 6.00 28.27 4,000 C N E1
5-3 1 27 28 121970 6.00 28.27 4,310 B N E1
* Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
L8JGg00OJJ
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
~'~/I~r
Josep ietfeld
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 9/1/05
Work Order: 0506097
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project: LV -05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
3
8/4/05
8:00 am
8/5/05
7
5.1
84
75
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0BG
AVR
Not Given
3000
288
4
Barnes, Trent
None
Building Interior, Other, Basement Floor, East Comer
Sample No.
3-1
3-2
3-3
Field
Cure
(days)
1
1
1
Lab
Cure
(days)
6
27
27
Test
Age
(days)
7
28
28
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
87970 6.00 28.27
121310 6.00 28.27
122790 6.00 28.27
Strength
(psi)
3,110
4,290
4,340
Fracture
Type
D
C
D
Capping
Method *
N
N
N
Remarks
Code( s )
D2
El
El
Break Remarks: D2
E1
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
~[J8J0[]]
ABC 0 E
Cone Cone Cone Shear Columnar
& &
Split Shear
~~
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 9/1/05
Work Order: 0506098
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project: LV-05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
4
8/4/05
9:00 am
8/5/05
8
5.3
85
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0 BG 3" Line
AVR
Not Given
3000
345
4
Barnes, Trent
None
Building Interior, Other, Basement Floor, Midqle, South Side
Salllple No.
4-1
4-2
4-3
Field
Cure
(days)
1
1
1
Lab
Cure
(days)
6
27
27
Test
Age
(days)
7
28
28
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
96950 6.00 28.27
113850 6.00 28.27
139270 6.00 28.27
Strength
(psi)
3,430
4,030
4,930
Fracture
Type
C
D
C
Capping
Method *
N
N
N
Remarks
Code(s)
D2
E1
E1
Break Remarks: D2
EI
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
~cg~0[il
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
~,~
BRAUN
INTERTEC
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date:
August 11, 2005
Client:
Mr. John Mesenbrink
Eagle Creek Development
7765 East 1 75th St.
Prior Lake, MN 55372
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
2
7/14/2005
3000
7
Below grade, South foundation wall
2A
302
3.24
6.26
< 5.00%
9.78
7/20/2005
8/1112005
6
22
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compressive Strength (psi):
Specified Strength (psi):
44,640
4560
Shear
2B
3.23
3.07
6.58
< 5.00%
9.92
7/20/2005
8/11/2005
6
22
28
44,300
4470
Shear
Braun Intertec Corporation
2 021 Herc:~ \;\/oy
Suite Ie,
loke'/ille M~ 55044
2C
3.32
3.09
6.26
< 5.00%
10.26
7/20/2005
8/11/2005
6
22
28
44,540
4340
Shear
4,410
3,000
Remarks The average 28 day compressive strength meets or exceeds the specified strength
cc:
.
Phone 952469364.1
rex 952469.8599
Web: brouninterfec.com
Project Number:
LV-05-03198
Project Description:
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Reviewed By:
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date:
August 11, 2005
2
7/14/2005
3000
7
Below grade, South foundation wall
2A
3.02
3.24
6.26
< 5.00%
9.78
7/20/2005
8/11/2005
6
22
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compressive Strength (psi):
Specified Strength (psi):
2B
323
3.07
6.58
< 5.00%
9.92
7/20/2005
8/11/2005
6
22
28
44,300
4470
Shear
Braun Intertec Corporation
21021 Heron Way
Suite 10 1
lokeville. MN 55044
2C
3.32
3.09
6.26
< 5.00%
10.26
7/20/2005
8/11/2005
6
22
28
44,540
4340
Shear
4,410
3,000
Remarks The average 28 day compressive strength meets or exceeds the specified strength
Client:
Mr. John Mesenbrink
Eagle Creek Development
7765 East I 75th St.
Prior Lake, MN 55372
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
cc:
44,640
4560
Shear
Phone: 952469.3644
Fax 952.469.8599
Web: brauninlertec.com
Project Number:
LV-05-03198
Project Description:
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN
Masonry Units
-Type:
- No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (oF):
Not given
Not given
Not given
Not given
Reviewed By;
-- Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 8/11/05
Work Order: 0506097
Client:
John Mesenbrink
Eagle Creek Development
7765 E l75th Street
Prior Lake, MN 55372
Project:
LV-05-03l98
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C23l)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Interior, Other, Basement Floor, East Corner
3
8/4105
8 :00 am
8/5/05
7
5.1
84
75
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0BG
AVR
Not Given
3000
288
4
Barnes, Trent
Sample No.
3-1
Field
Cure
( days)
1
Lab
Cure
(days)
6
Test
Age
(days)
7
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
87970 6.00 28.27
Strength
(psi)
3,110
Fracture
Type
D
Capping
Method *
Remarks
Code(s)
D2
N
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
~[2J~0[IJJ
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
Jf~~
Jos Nietfeld
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 8/11/05
Work Order: 0506098
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project:
LV-05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
4
8/4/05
9:00 am
8/5/05
8
5.3
85
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0 BG 3" Line
AVR
Not Given
3000
345
4
Barnes, Trent
None
Building Interior, Other, Basement Floor, Middle, South Side
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. ( days) (days) ( days) (pounds) (in.) (sq. in.) (psi) Type
4-1 1 6 7 96950 6.00 28.27 3,430 C
Capping
Method *
Remarks
Code( s )
D2
N
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
~Q;J0D[I]J
ABC 0 E
Cone Cone Cone Shear Columnar
& &
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 8/11/05
Work Order: 0506099
Client:
John Mesenbrink
Eagle Creek Development
7765 E l75th Street
Prior Lake, MN 55372
Project:
LV-05-03l98
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C23l)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site:
Pour Location:
5
8/4/05
9:45 am
8/5/05
71/2
5.4
85
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0 BG 3" Line
AVR
Not Given
3000
369
4
Barnes, Trent
None
Building Interior, Other, Basement Floor, 100' East of West Wall
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
5-1 1 6 7 88750 6.00 28.27 3,140 D
Capping
Method *
N
Remarks
Code( s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C123l, Unhanded Caps S = ASTM C6l7, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
~[J0D[I]]
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
DKAU"
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 8/11/05
Work Order: 0506099
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project: LV-05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. ("F): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location: Building Interior, Other, Basement Floor, 100' East of West Wall
5
8/4/05
9:45 am
8/5/05
71/2
5.4
85
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
. ~Ticke.t N.umber:
Cylinders per Set:
Cylinders Cast By:
6.0 BG 3" Line
AVR
Not Given
3000
369
4
Barnes, Trent
Compression Test Results
Field Lab Test Max.. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
5-1 1 6 7 88750 6.00 28.27 3,140 D
Capping
Method *
N
Remarks
Code(s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
[2J[]~0[]]
ABC 0 E
Cone Cone Cone Shear Columnar
& &
Split Shear
----..
r NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: AS1M C39, 6x12 Cylinder
Report Date: 8/11/05
Work Order: 0506098
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
PriorLake,~ 55372
Project: LV -05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, ~ 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location: Building Interior, Other, Basement Floor, Middle, South Side
4
8/4/05
9:00 am
8/5/05
8
5.3
85
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0 BG 3" Line
AVR
Not Given
3000
345
4
Barnes, Trent
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
4-1 I 6 7 96950 6.00 28.27 3,430 C
Capping
Method *
N
Remarks
Code( s)
D2
Break Remarks: D2
* Capping Method: N = AS1M C 1231, Unhonded Caps S = AS1M C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
~[3J~0[]J]
A B
Cone Cone
&
Split
C 0 E
Cone Shear Columnar
&
Shear
.. ......... ..
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 8/11/05
Work Order: 0506097
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
PriorLake,~ 55372
Project: LV-05-03198
Creek Side Condominiums
16520 Tranquility
PriorLake,~ 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASlM C231)
Concrete Temp. ("F): (ASlM C 1064)
Air Temp. ("F):
Liquid Added On Site: None
Pour Location: Building Interior, Other, Basement Floor, East Comer
3
8/4/05
8:00 am
8/5/05
7
5.1
84
75
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
6.0BG
AVR
Not Given
3000
288
4
Barnes, Trent
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
3-1 1 6 7 87970 6.00 28.27 3,110 D
Capping Remarb
Method * Code(s)
N D2
* Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sul.fUr Caps
The 7 day test result meets or exceeds the 28 day specified strength.
Break Remarks: D2
TYPES OF FRACTURE
~[]0D[I]]
ABC 0 E
Cone Cone Cone Shear Columnar
& &
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 8/9/05
Work Order: 0505097
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project:
LV-05-03l98
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
2
7/12/05
2:04 pm
7/14/05
1 1/4
3.5
87
90
o GAL Water (per 5.5 cu. yds.)
Building Interior, Footing, Piers, SE building comer
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3000
AVR
Not Given
3000
353
02079
4
Marbach, Lee
Sample No.
2-01
2-02
2-03
Field
Cure
(days)
2
2
2
Lab
Cure
(days)
5
26
26
Test
Age
(days)
7
28
28
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
91600 6.00 28.27
141870 6.00 28.27
155510 6.00 28.27
Strength
(psi)
3,240
5,020
5,500
Fracture
Type
D
C
B
Capping
Method *
N
N
N
Remarks
Code( s )
D2
El
El
Break Remarks: D2
El
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
~[6J00[]
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
~~]~jlJT
FRon ~'lESEr~ER I r~K Cm~STRUCT I m~
PHOrlE rn
9524475036
Aug. 03 2005 09:25pn P2
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 7/28/05
Work Order; 0504820
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project: LV -05-03198
Creek Side Condomjnium.~
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number: 1
Date Cast: 6/30/05
Time Cast: 1 :30 pm
Date Received: 7/1/05
Measured Slump (in.): (ASTM C143) 03/4
Meas~d A~rJY.~t(AST~. ~2?11_~~ ___ _.__._..
Concrete Temp. (OF)'; (ASTM C 1064) 88
Air Temp. ('T): 76
Liquid Added On Site: None
Pour Location: Footings, Interior Column Pads
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
"'Cylinders' per Set:
Cylinders Cast By:
3000 Pump-FTG
AVR
Not Rcquired
3000
421
~.- -.- ._- ..._..- .- -..."..-......-.
4
Barnes, Trent
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Srrengrn Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
1-01 1 6 7 116500 6.00 28.27 4,120 C N D2
1-02 1 27 28 157340 6.00 28.27 5,560 D N El
1-03 1 27 28 157880 6.00 28.27 5,580 D N El
II< Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
EI
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
~~~0rrn
A 8 C 0 EO
Cone Cone Cone $Mei'r CelunlMr
& &.
Spill Shear
~~
BRAUN
I NTE RTEC
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date:
August 2, 2005
Braun Intertec Corporation
21021 Heron Woy
Suite 10j
lokeville, MN 55044
Phone 952.469.3644
Fox: 9524698599
Web' orauninrertec.com
Project Number:
Project Description:
Creek Side Condominiums
16520 Tranquility
PriorLake, MN
LV-05-03198
Client:
Mr. John Mesenbrink
Eagle Creek Development
7765 East 175tlL St.
Prior Lake, MN 55372
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
1
7/5/2005
3000
5
Below grade wall, West and NW portions of building
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. M~-wnum COF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Sample Data
Sample Number:
Average WidtlL 1 (in.):
Average WidtlL 2 (in,)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
1A
3.03
2.97
6.46
< 5.00%
9.00
lB
3.18
3.19
6.36
< 5.00%
10.14
1C
3.14
3.13
640
< 5.00%
9.83
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
7/8/2005
8/2/2005
3
25
28
7/8/2005
8/2/2005
3
25
28
7/8/2005
8/2/2005
3
25
28
Test Results
Ultimate Load (1bs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compressive Strength (psi):
Specified Strength (psi):
41,220
4580
Shear
40,770
4020
Shear
37,090
3770
Shear
3,900
3,000
Remarks The average 28 day compressive strength meets or exceeds the specified strength
cc:
~ Providing engineering and environmental solutions since 1957
FRDr-'1
!'lESENBR I r~K COr,ISTRUCT I m~
9524475036
BRAUN
INTE.RTEC
PHOr~E rn
Stnndard Method of Sampling nncl T~sti.ng GTOlll (Fie)d)
ASTM Cl ()l9
Date:
August 2,2005
Aug. 07 2005 08:49PM P2
Brtivl'I lnl(:rh:c Corporntio1'l
~ it .', \:'/:
I,' r."'1 "ll 'j,"1
PI'o.iett NUJI11,cr:
l'roject Dcscription:
Creek Slde Condon)tnium~
16520 Tranquility
Prior L:eke, Ml'>1
I, : I~ (.' I
I ':;" I , -. '. ,I. (' \ (~ ~i ,() I.
\/'J,.,l,\ 1,\1(";\1 1I'lli'o'I'1 , ,:11
LV-OS-(j"SI98
lA IB Ie
:;,()3 3.] R ; 14
297 3.l9 3.13
6A6 636 (j.10
< 500'!1" -<: 5.00''1;' < 5.00%
").00 1(, 14 983
M!l..~onry Unit')
. Type:
. No U~ed:
Field Cnre Temp'.lr~"tIlrc
. )vlll)t.llnulll (OF)'
. Minimum (~F)
Notgi-ven
Not gh'cn
Not si,'ell
Notg,i"en
Rcma:rlcs Tne avor~1> 28 d'l.Y compressi"c .~trenglh mee~ or cX~e3d. the speCified slr"ngth
Client:
Mr John Mesenbrink
Eagle Creek D~velopmellt
7765 Ellst 17 5th. St
Prior L.lI.ke,:tvfN 55372
FieJcll>ata
Se~ Number:
Cast Da.te:
Mb~ Desisn~
Slump (m,):
Location:
Sample Data
Sample Number.
A'ilemge Width 1 (in.):
Average Width 2 (in.)
A"erj\ge Height (in.):
Out oiPltlmb (%):
Area (sq. in,):
Laboratory D:\ttl.
Date ReceIved:
Ds.te To~ted:
l:'ieJd Cur~ (days):
LQb CUre (dllye);
Te"! Age (days):
T~st Results
I
7/5/2005
3000
5
Bc!ow grade wlll1, West and NV/ p'1fti,)n~ ofbuildlllg
7/8(2(105
&12(200 5
3
25
22
7/3/200 S
Rf2f200 5
:;
25
~8
__"'_"__.'~' _.__~_____a'", ..'r..__._
4: .,'.~2!)
4Sg0
She'U'
4(J.77()
4020
ShMII
Ultimate Load (lbs.):
Compress.ive Strength (p:.li):
Type of Failure:
A'vg. Compressive Strength (?si)
Specified Strength (psi):
cc:
7(8/2005
8/2/2005
:;
25
28
;\ 7 ,)90
3770
Shc:l.l.
3,900
~,OOO
Rc,'!eweci By.
I""'
\
~
-ks~Fil Nieiield
Projcctl{(,fMager
'-'_....-.-.' .----." ..._-..
["n)l.ldrl1g <?l1.~in":~rrt,,:. cmd "'1';ln)n171~nwl sol1irion.\ \I11CC 1957
FRDr'1 t'lESEI'IBR I 1'1K COl'lSTRUCT lOti
PHDr,jE I'n
9524475036
Jl..ll. 26 2005 09: 56Pt'1 P2
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Dale: 7/7/05
Work Ordl:r: 0504820
Chent:
John Mesenbrink
Eagle Creek Devc:lopment
7765 E 175th Strect
Prior Lake,:M:N' 55372
Project: LV -05-03198
Creek Side CondOJ'l1lniwns
16520 Tranquility
Prior take, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
.. _~e.asured Slump (in.): ~ASTM Cl43)
. Measured Air (0;;'): (ASTM C23 i)
Concrete Temp. (OF): (ASTM C 1064) 88
Air Temp. ("f): 76
Liquid Added On Site:
Pour Location:
1
6/30/05
1 :30 pm
7/1 /05
03/4
0.3
Mix. Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Tlllclc Number:
Ticket Number:
Cylinders per Set:
Cylinder.. Cas:t By:
3000 Pump-FTO
AVR
Not Required
3000
421
4
Barnes, Trent
None I"""t<,, 0/'0
~ . o,? 1~ Footings,~jl :.fDe'.H+lI\g Column Pads
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method .. Coders)
1-1 1 6 7 116500 6.00 28.27 4,120 C N D2
.. Capping Method: N"" ASTM C123 J, Unbonded Caps S = ASTM C617, Su~(ur Caps
Break Remarh.: D2 The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
~Q;J0D[[]
ABC D E
Cone Cone COf\e S~"~r Column:.,
1\ &
Split Sf,!!ar
Joseph Nietfeld
FROt-l 1'1ESa,mR I tlK Cm~STRUCT I Otl
PHOt,lE: tllJ.
':!:>~44 (:>U..)b
,.JI..l.l.. -=::0 -=::t;;Jr.:J-.-J U~. --J Iii I f '-'
BRAUN
INTERTEC
Compressive Strengtb of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Dare: i/ll/05
Work Order: 0504820
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project: LV -05-03198
Creek Side Condominiums
16520 Tranquilit>.
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. ("F):
Liquid Added On Site: None
Pour Location: Footings, Interior Column Pads
]
6/30/05
1 :30 pm
7/1/05
o 3/4
0.3
88
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3000 Pump-FTG
AVR
Not Required
3000
421
4
Barnes, Trent
Compression Test Results
Field Lab Test Max. Cylinder - Cylinder
Cure Cure }\ge Load Diameter Area Strcngth Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
1-01 1 6 7 116500 6.00 28.27 4,120 C
Capping Rt."II1arks
M eiliod $ Code{ s)
N D2
Break Remarks: D2
'" Capping Method: N '" ASTM C 1231, Unbonded Caps S = AS TM C61 7, Su~(u.r Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
~cg~D[ill
A e C D to
Cone Con" CO".. SM9' Column.::lr
& &
Split S!'1G;lOr
~)
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 7/28/05
Wark Order: 0504820
Client:
John Mesenbrink
Eagle Creek Development
7765 E 175th Street
Prior Lake, MN 55372
Project: LV-05-03198
Creek Side Condominiums
16520 Tranquility
Prior Lake, MN 55372
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Footings, Interior Column Pads
1
6/30/05
1 :30 pm
7/1/05
o 3/4
0.3
88
76
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3000 Pump-FTG
AVR
Not Required
3000
421
4
Barnes, Trent
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
1-01 1 6 7 116500 6.00 28.27 4,120 C N D2
1-02 1 27 28 157340 6.00 28.27 5,560 D N E1
1-03 1 27 28 157880 6.00 28.27 5,580 D N E1
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
~QJ~D[J]
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
~
J OS ' h Nietfel
BXUV.L571 - Fire Resistance Ratings - ANSIIUL 263
Page 3 of 5
grade (exposure 1) or better. Min fastener for sub-floor thickness from 5/8" to 3/4" thick is 8d for
common or spiral-shank nails and 6d for ring thread nails. Nail spacing shall be spaced 6" OC along
butt edges of panel and 12" OC along intermediate support.
Floor Mat Materials* - (Optional) - Nom 6 mm thick floor mat material adhered to subfloor with
Hacker Floor Primer. Primer to be applied to the swface of the mat prior to the placement of floor-
topping mixture. When floor mat material is used, min thickness of floor topping mixture is 1 in.
HACKER INDUSTRIES INC - Type Hacker Sound-Mat.
Alternate Floor Mat Materials* - (Optional) - Floor mat material nom 10 mm thick adhered to
subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the
placement of a min 1-1/2 in. of floor-topping mixture.
HACKER INDUSTRIES INC - Type Hacker Sound-Mat II.
Alternate Floor Mat Materials* - (Optional) - Floor mat material nom 1/4 in. thick loose laid over
the subfloor. Floor topping thickness shall be a min of 1 in.
HACKER INDUSTRIES INC - Type Quiet Qurl 55/025
Alternate Floor Mat Materials* - (Optional) - Floor mat material nom 3/8 in. thick loose laid over
the subfloor. Floor topping thickness shall be a min of 1-1/2 in.
HACKER INDUSTRIES INC - Type Quiet Qurl 60/040
Metal Lath (Optional) - For use with 3/8 in. or 10 mm floor mat materials, 3/8 in. expanded steel
diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied
prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4
in. over the floor mat.
Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having
a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor
topping mixture to 1.9 cu ft of sand.
HACKER INDUSTRIES INC - Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 3310, Firm-
Fill 4010, Firm-Fill High Strength, Gyp-Span'
System No.4
Subflooring - For spacing ~ 16" OC, 5/8" tongue and groove wood structural panels. For spacing
> 16" OC, but ~ 24", 3/4"tongue and groove wood structural panels. Unless othetwise noted, max
width of panels is 48" with long dimensions installed perpendicular to joists. End joists are staggered
min 24" and butted over joists. All plywood is to be produced with adhesive qualified as interior
use/exterior grade (exposure 1) or better. Min fastener for sub-floor thickness from 5/8" to 3/4" thick is
8d for common or spiral-shank nails and 6d for ring thread nails. Nail spacing shall be spaced 6" OC
along butt edges of panel and 12" OC along intermediate support.
Floor Mat Materials - (Optional) - Floor mat material that is nom 1/4" thick loose laid over the
sub-floor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor-topping
placement. When floor mat material is used, min thickness of floor topping thickness is I in.
http://database. ul.com/cgi -bin/XYV Item pI ate/LI SEXT I1FRAMElshowpage.html ?name=BXU... 7/5/05
BXUV.L571 - Fire Resistance Ratings - ANSI/UL 263
Page 4 of 5
MAXXON CORP - Acousti-Mat II@
Metal Lath - For use with floor mat material, 3/8" expanded galvanized steel diamond mesh, 3.4
Ibs/sq yd placed over the floor mat materiaL
Floor Topping - Min 3/4 in. thickness of floor topping mixture having a min compressive strength of
1000 psi. Mixture shall consist of 3 to 7 gal of water to 80 lbs of floor topping mixture to 1.4 to 1.9 cu
ft of sand.
MAXXON CORP - Gyp-Crete@, GypCrete@ 2000, Therma-Floor@, Dura-Cap@ or Level-Right@
2. Structural Wood Members - Min 9-1/4" deep "I" shaped wood joists spaced max 24 in. OC.
JAGER BUILDING SYSTEMS INC - Type JSI series of joist
3. Bridging - Bridging requirement is determined by JAGER BUILDING SYSTEMS INC
engineering design. When required, JAGER BUILDING SYSTEMS INC shall specify the detail and
location(s) of the bridging.
4. Insulation - (Optional) - Nom 2-112 in. thickness of glass-fiber blanket installed to fit snugly
between the web of the beams and supported by the bottom flanges of the beams and support boards at
the butt joints between and along the blankets.
5. Support Boards - (Optional) - When used, insulation shall be supported with % in. thick by 3-3/8
in. wide boards spaced 16 in. OC and at the butt joints between blankets. The ends of the support
boards are supported on the bottom flanges of the JSI joist.
6. Furring Channels - Hat shaped funing channels, formed of No. 21 ga galv steel spaced a max of
16 in. OC perpendicular to joists. Furring channels secured to each joist with two 1-114 in. long Type S
steel screws. Two channels, spaced min 3 in. OC, oriented opposite each gypsum board end joint as
shown in end joint detaiL Additional channels shall extend min 6 in. beyond each side edge of board.
6A. Resilient Channel- As an alternate to furring channel, resilient channel, formed form min No.
26 ga galv steel spaced max 16 in. OC perpendicular to joists. Re~ilient channels secured to each joist
with one 1-1I4in. long Type S screws. Two channels, spaced min 3 in. OC, oriented opposite each
gypsum board end joint as shown in end joint detail. Additional channels shall extend min 6 in. beyond
each side edge of board.
7. Gypsum Board* - When funing channels (Item 6) are used, nom 5/8 in. thick by 48 in. wide
gypsum board installed with the long dimension perpendicular to furring channels and located midway
between joists. Gypsum board secured to the funing channels with 1-114 in. long Type S screws
spaced 6 in. OC and located 1-112 in. from side and end joints of the boards. End joints secured to both
resilient channels as shown in end joint detaiL End joints in adjacent rows of gypsum board are
staggered 48 in.
BPB AMERICA INC - ProRoc Type C
BPB CANADA INC - ProRoc Type C
CANADIAN GYPSUM COMPANY - Type C
http://database.ul. coml cgi -bin/XYV Item plate/LISEXT /1 FRAMEI showpage.html ?name=BXU... 7/5/05
BXUV.L571 - Fire Resistance Ratings - ANSI!UL 263
Page 5 of 5
G-P GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP - Type C
UNITED STATES GYPSUM CO - Type C
USG MEXICO S A DE C V - Type C
7 A. Gypsum Board * - When resilient channels (Item 6A) are used, nom 5/8 in. thick by 48 in. wide
gypsum board installed with the long dimension perpendicular to resilient channels and located
midway between joists. Gypsum board secured to the resilient channels with 1-1/4 in. long Type S
screws spaced 6 in. OC and located 1-1/2 in. from side and end joints of the boards. End joints secured
to both resilient channels as shown in end joint detail. End joints in adjacent rows of gypsum board are
staggered 48 in.
CANADIAN GYPSUM COMPANY - Type C
UNITED STATES GYPSUM CO - Type C
USG MEXICO S A DE C V - Type C
*Bearing the UL Classification Mark
Last Updated on 2005-06-20
P..ag~I9-!!
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http://database.ul.com/cgi -binIXYV Itemplate/LISEXT 11 FRAMElshowpage.html ?name=BXU... 7/5105
Drywall/Wood
Framed Systems
'"
Floor/Ceiling
Assemblies
~
--
""
Fire-rated Construction
Fire
Rating
Detail & Physical Data
1 hr.
w
X~
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clg. wt. 3
1 hr.
clg. wt. 3
1 hr. est
clg. wt. 3
1 hr.
.... - ~
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~
.... ....
r>
/ I ~
.J.....,..
...........
clg. wt. 3
1 hr.
T
20%'
1.
clg. wt. 3
1 hr.
i~ ~:i ;'t
clg. wt. 3
1 hr.
T -yA; ,,~
2W8.~
1" j I
clg. wt. 3
United States Gypsum Company SA924
Acoustical Performance
Description & Test No.
STC IIC Description
& Test No.
System
Reference
5/8" SHEETROCK Brand Gypsum Panels, FIRECOOE core, N/A
ceiling-single 4 x 10 or double 2 x 10 wd joist 48" o.C.- /
met fur chan spaced 24" o.c.-panels att with 1" Type
S screws-joints fin-UL Des L5D8
H
5/8" SHEETROCK 8rand Gypsum Panels, FIRECOOE core, 1"
nom wd sub & fin flr-2 x 10 wd joist 16" o.c.-panels
all with 6d nails 6" o.c.-joints fin-UL Des L5D1
38 32 8asedon 1.1/4"
nom wd fir
-CK-6412-7
39 56 Based on 1-1/4" nom
wd fir, 44 oz carpet &
40.oz pad atop flooring
-CK-6412-8
<::::1 ,a;a./ Do R...
rf...c.;o fL
41 32 Based on 1-1/4" nom
wd flr-CK-6412-6
40 58 Based on 1.1/4" nom
wd fir, 44 oz carpet
40 oz pad atop flooring
-GK-6412-5
~~ src~
5/8" SHEETROCK 8rand Gypsum Panels, FIRECOOE core,
ceiling-1" nom wd sub & fin flr-2 x 10 wd joist 16" o.C.
-3" THERMAFIBER SAFB betw joists-panels all with 6d
nails 6" o.c.-joints fin-est. fire rating based on
UL Des L501
1/2" or 5/8" SHEETROCK Brand Gypsum Panels, FIRECOOE C N/A
core, ceiling-1" nom wd sub & fin flr-2 x 10 wd joist
16" o.c.-susp grid with main run 48" o.c. and cross tees
24" o.c.-panels screw.att below grid-joints fin-
UL Des L525
K
5/8" SHEETROCK 8rand Gypsum Panel, FIRECOOE C core- N/A
wood trusses of min. 2 x 4 lumber secured with steel truss
plates-trusses 24" 0.c.-3/4" nominal plywood subfloor-
RC-1 channel or equivalent spaced 12" or 16" O.C., panels
attached with 1" Type S screws, joints finished-<lptional
insulation directly over gypsum ceiling membrane-<lptional
ceiling damper-UL Des L521
5/8" SHEETROCK Brand Gypsum Panels, FIRECOOE C core, N/A
ceiling-wd truss of 2 x 4 Ibr secured with steel truss
plates-trusses 24" o.c.-3/4" nom plywd fir-met fur
chan 24" o.c. wire. tied to trusses-panels all with 1"
Type S screws 12" o.c.-joints fin-UL Des L528
M
5/8" SHEETROCK Brand Gypsum Panels, FIRECOOE C core, N/A
ceiling-wd truss of 2 x 4 Ibr secured with steel truss
plates-trusses 24" 0.c.-3/4" nom plywd flr-susp grid
with main run 48" o.c.and cross tees 24" o.c.-panels
all with 1" Type S.12 screws 12" o.c.-joints fin-
UL Des L529
N
11
DrywalllWood
Framed Systems
Floor/Ceiling
Assemblies
Roof/Ceiling
Assemblies
'Where thermal insulation is shown in
assembly drawings. the specific
product is required in the assembly to
achieve the stated fire rating.
Fiberglass insulation cannot be
substituted for THERMAFIIlER
Insulation.
"Where RC.l Is referenced. use RC-'
Resilient Channels or equivalent.
2 hr.
2 hr.
Fire-rated Construction
Fire
Rating
1 hr.
finish
rating
Detail & Physical Data
T
11"
1;:::,.::,;";:,::::..::::::""",::.;:",,.
11/2 hr.
and
2 hr.
T
13W
1.......
.... .
~
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clg. WI. 4/5
T
13Y.
1....
.....
.....,:.;.;.,
.,..'....'...
T
13'
1..,.....
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...,:':.:.,.;....;...:.,.;...::..;.:.,.;.....:
.......1....._._....1;:._._....1:.....
Fire
Rating
Fire-rated Construction
Detail & Physical Data
1 hr.
Acoustical Performance
Description & Test No.
STC IIC Description
& Test No.
System
Reference
Floor/ceiling or roof/ceiling-two layers 5/8" SHEETROCK
8rand Gypsum Panels, FiRECOOE Core, attached to wood
framing-GA FC5406 or RC2601
o
Resil ceiling-l- 1 /2 hr. sys with 2 layers 1/2" SHEETROCK N/ A
Brand Gypsum Panels, FIRECOOE C COre-I" nom wd sub &
fin flr-2 x 10 wd joist 16" O.c.- RC.l chan or equivalent
spaced 24" o.c. screw-att over base layer panelS-face
layer screw att to chan 12" o.c.-jolnts fin-UL Des L510
-2 hr. sys. with 5/8" SHEETROCK Brand Gypsum Panels,
FIRECOOE C core-UL Des L511
Assembiy not
recommended when
sound control is a
major consideration
P
Floor/ceiling-floor of 8" x 8" ceramic tile, 1/2" DUROCK
Brand exterior cement board, 1" SHEETROCK Brand Gypsum
Liner Panels, 1/2" plywood-2 x 10 wd joist 16" O.C.-
3" THERMAFIBER SAFB--ceiling of 2 layers 5/8"
SHEETROCK Brand Gypsum Panels, FIRECOOE C core,
over RC.' chan 16" o.c.-UL Des L541
60
52
RAL-TL89-141- Q
RAL-IN89-5
Based on vinyi tile over
oriented strand board
in place of ceramic
tile and cement board
-RAL-TL89-145
(53 MTC)-RAL -IN89-7
Based on carpeVpad
over oriented strand
board in place of ceramic
tile and cement board
-RAL-TL89-146
(54 MTC)-RAL-iN89-B
RAL - TL90-40 R
(54 MTC)-
RAL-IN90-5
Based on vinyl tile in
place of carpeVpad-
RAL - TL90-40
(54 MTC)-RAL -IN90-6
58
51
59
62
Floor/ceiling-floor of carpet/pad. 1-1/2" flooring,
1/2" plywoorl-2 x 10 wd joist 16" 0.c.-3"
THERMAFiBER SAFB--ceiling of 2 layers 5/8" SHEETROCK
Brand Gypsum Panels, FIRECOOE C core, over RC-l chan
16" o.c.-UL Des L541
59
69
59
37
Acoustical Performance
Description & Test No.
STC IIC Description
& Test No.
System
Reference
5/8" SHEETROCK 8rand Gypsum Panel, FIRECOOE C core,
pitched wood trusses of min. 2 x 4 lumber. any UL Class
A, B or C roofing system-RC.' channels or equivaient
spaced J 2" or 16" o.c.-gypsum panels attached with
1" Type S screws, joints finished-optionallnsulatlon
directly over gypsum ceiling membrane-UL Des P522
N/A
s
J--~~
rJ~r ~L1
m~ ...'^...~..
k.i5
~~
.........................................................., .......................................
~
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United States Gypsum Company SA924
12
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FRDr'l ~1ESENBR I NK COi'lSTRUCT I ON
PHONE NO.
9524475036
J un. 30 2005 03: 14A1" P3
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4. Provide testing documentation indicating that extcllor and interior walls, com.dor
floors, I joists and roof truss construction meets one-hour fire resistive construction.
Shaft walls and elevator walls meet two-hour fIre resistive construction in R-2
occupancy, and concrete block bearing walls in basement 8-2 occnpancy to meet two-
hour rating. Clear span floor/ceiling, supporting beam.s and coluIIUls, fOlmdation walls
in S~2 occupancy to meet two-hour iireresistive construction me 703.
Note: Detail 1/AlO shows 2 Layers of gy})o~um board applied to the bottom chord of
the roof trusses. If using Gypsum Association 1 hour fire resistive roof-ceiling design
or any other tested 1 hour fire resistive assembly with insulation added, be aware that
most systems require an additional layer of gypsum board that is required to be added
to the assembly which can change the structural bearing requirements of the structure.
See the 16th Edition of the Gypsum Association Fire Resistance Design Manual,
General Explanatory Notes.
5. Address me sections 716 Concealed spaces, and 707 Shaft Enclosures.
I
I
I
\' 6. Mechanical subcontractors to provide firestopping systeul documentation at time of
mechanical permit application, addressing: me sections 711 Penetrations of
plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes,
. electrical and C0l111Ulm1cation wires), 711.4 Floor/Ceilings (plumbing pipes, plumbing
"p" traps),
"-7. Provide documentation listing that construction (floors and walls) meets Sound
Transmission Control and Impact ratings by laboratory or field-testing- IBC 1207.
8. It is our understanding that the floor joists are to be floor l-joists instead of floor
trusses. If this is the case, the floor I-joists channels must be firestopped into volumes
not exceeding 160 cubic feet in lieu of installing a fire suppression system in the
concealed space. NFPA 13 5-13.1.1 Exception #4.
9. Provide Accessible ramp detail indlcating dllnensions and slopes of ramp. MSBC
1341.0430.
10. Accessible ramp cannot project into vehicular traffic lanes or access aisles. MSBC
1341.0430, Subpart 6.
11. Accessible PaJ:king stall and loading aisles to be 20 foot in length. MSBC 1341.0428
subpart 6.
12. Ifhandrails are not continuous, they shall extend at least 12" beyond the top riser and
at least 12" plus the width of one tread beyond the bottom riser. MSBC 1341.0434
Subpart 4, Item B.
13. Provide swinging gate at top of first flight of stairs to be 42" minimum height.
Indicate spindle spacing of less than 4".
14. Class B or A roofing is required. lBC Table 1505.
3
JU~J-30-2~105 THU 02: 43F'1'1 ID:
PAGE:]
FROM MESENBRINK CONSTRUCTION
PHONE NO.
9524475036
Jun. 30 2005 03:15AM P4
15. All stairway and shaft (trash, Mech.) doors in the basement to be 1 hr rated. All
double doors to have a coordinator and astragal.
16. Provide I-hr fire-resistive construction at mailboxes.
17. Post occupant load Sigll in Libraries and party Rooms. me 1004.3.
18. Provide not less than one standpipe for use during construction. Fire sprinkler/riser
permit required before building pennit issued. me 3311.
19. Detail 3/ A: Install open barrier fencing cap on storage bins. Must have 18" of vertical
clearance below sprinkler heads. NFPA 13 Table 5-6.5.1.2.
20. Provide detail of fire barrier walls at elevator lobbies. Similar to detail 6/S-7. IBe
707.14.1.'
2L Detail lIAIO. 2/A10, 2"<1 and 3111 floor framing: all stairwells, elevator shaft and flue
shaft walls must be 2hr fire resistive constmction continuously thru floor framing.
Similar to detail 6/S.7. me 707.5.
22. Detail 6/S-7: Provide detail for support of corridor floor framing and stair landings.
23. Sht 83: Provide all wood species.
24. Structural engineer to sign all stairway framing connections and structure, Exterior
deck to precast floor connections, deck to wood floor connections, 2x 1 0 corridor floor
connection to floor joists.
~25. Detail 7/S-7: State length oftbreaded rod.
26. Provide signed 8tmctural Engineered drawings of foundation cohmms, beams, and
precast floors.
27. Provide structural engineered drawings of the floor and roof truss systems including
all framing connections at time of framing inspection.
28. Sht 3-3: Is the Patty room North exterior deck designeu for 100# live load?
29. Detail3/S6: Maximum bottom of footing slope is l:J O. me 1805.1.
30. Provide fire-resistive constmction bebind and below all tub enclosures.
31. Entire building to be completed except for landscaping, prior to a Certificate of
Occupancy being issued. A Certificate is required before occupancy or moving into
building.
32. Maintain 96" vertical clearance height for emergency vehicle access aisle in Parking
Garage.
33. Install Fire Department lock box. See application.
34. State of Minnesota Building Codes and Standards Division must inspect Elevator.
MSBC 1307.0035.
4
.JUt'-J - 30 - 2005 THU 02: 44Pl'1 10:
F'AGE : 4
FRml ~'1ESEHBR I ~~K Cm~STRUCT I ON
PHOHE NO.
'3524475036
Jun. 30 2005 03: 15At.! PS
..
35. Provide address nU1l1bers on building. IFC 505.
36. Structural engineering required on retaining wails over 4 feet in height.
Comments fJ:om the Planning and Engineering Departments are forthcoming, Call if there
are any questions, call at 952-447-985l.
Sincere!??, J;/ (,~. '
;(;?JJIJ I~:~
Robert D. Hutchins
Building Official
CG. Eagle Creek Development
5
JUN-30-2005 THU 02:44PM 10:
PAGE: 5
~~@~D\V~~
W JUL 0 6 2005 W
By
To: Robert D. Hutchins
City of Prior Laken.
Building Inspection Department
July 30, 2002
From: RHA Architects
104 East St. Germain St.
St. Cloud, MN 56304
RE: West 24 Unit Creekside Apartments
Dear Robert,
These items would be in answer to your comments letter dated May 20,
2005.
Item 1: This will be supplied to owner.
Item 2: We have listed code analysis on the drawing Tl
Item 3: The owner will submit window specifications
Item 4: Please see attached data on fire testing.
Item 5: We have removed all shafts except the stairs the walls will be fire blocked
at 10' maximum vertical or horizontal, see sections on sheet alO.
Etem 6: The mechanical contractor will provide the type of fire caulking he will
be using.
Item 7: See item 4 above
Item 8: The longest span offioor joist is 35' joist are 22" deep and 16" on center
the volumes in the joist space will not be grater than 160 cubic feet.
Item 9: See site plan for ramp detail.
Item 10 See site plan for location of ramp
Item 1 I See site plan for length of parking stalls
Item 12 See stair section these handrails will extent pass top and bottom raiser as
required and return to the wall
Item 13 See sheet A10 for railing height and spacing
Item 14 The roof will be a class B Owner to submit shingle data.
Item 15 See drawings for door ratings for stair area 60 min rating double doors
will have coordinators and astragals.
Item 16 One hour fire will be at mail boxes
Item 17 Occupant load will be posted in the libraries and party rooms
Item 18 The owner will provide this item
Item 19 See note on detail 3/a9 for mesh at top of storage cubicals.
Item 20 The elevator lobby is separated from corridor with a one hour wall and
one hour doors. See elevator section sheet A10.
Item 21 AIl walls at stair are two hour wall thru floors see details I/AlO and
2/ AlO.
Item 22 See sheet A10 and S3 for landing and corridor support.
Item 23 See notes on sheet S3 for wood species
Item 24 See details on sheet S7
Item 25 See revised detail 7/S7
Item 26 These will be provide be the owner
Item 27 These will be provide by the owner
Item 28 Yes this deck is designed at 100# live load
Item 29 this has been revised.
Item 30 Gyp. Bd. Will be install behind all tubs
Item 31 this is noted
Item 32 A 96" vertical clearance will be maintained in garage.
Item 33 A lock box will be installed
Item 34 Elevator will be inspected by the state.
Item 35 The owner will provide address letters
Item 36 Landscape contractor to provide engineering on all retaining walls over
4'
If you have any questions regarding these items please feel free to contact
me at (320)-656-0787.
Thank You,
;/ ...."""......0-
\: ;, < ~J
- v I
Ronald C. Hommerding
~_.....::.
'~
BXUV.L571 - Fire Resistance Ratings - ANSI/UL 263
Page 1 of 5
Iij:\ Underwriters
\:!J Laboratories Inc. .
BXUV.L571
Fire Resistance Ratings - ANSI/UL 263
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Fire Resistance Ratings - ANSI/UL 263
~~~ G_()l1ex~LIDf<!.l:.m~1i(m_(O_LFire R~~istjl.J!~~_Ril1i!lgs -_A.NS1[IlL_Z~J
Design No. L571
June 20, 2005
Assembly Rating - 1 Hr
Finish Rating - 24 min
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BXUV.L571 - Fire Resistance Ratings - ANSI/UL 263
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1. Flooring System - The flooring system shall consist of one of the following:
System No. 1
Subflooring - For spacing:5 16" OC, 5/8" tongue and groove wood structural panels. For spacing
> 16" OC, but :5 24", 3/4"tongue and groove wood structural panels. Unless otheIWise noted, max
width of panels is 48" with long dimensions installed perpendicular to joists. End joists are staggered
min 24" and butted over joists. All plywood is to be produced with adhesive qualified as interior
use/exterior grade (exposure 1) or better. Min fastener for sub-floor thickness from 5/8" to 3/4" thick is
8d for common or spiral-shank nails and 6d for ring thread nails. Nail spacing shall be spaced 6" OC
along butt edges of panel and 12" OC along intermediate support.
System No.2
Subflooring - For spacing :5 16" OC, 5/8" tongue and groove wood structural panels. For spacing
> 16" OC, but:5 24", 3/4"tongue and groove wood structural panels. Unless otheIWise noted, max
width of panels is 48" with long dimensions installed perpendicular to joists. End joists are staggered
min 24" and butted over joists. All plywood is to be produced with adhesive qualified as interior
use/exterior grade (exposure 1) or better. Min fastener for sub-floor thickness from 5/8" to 3/4" thick is
8d for common or spiral-shank nails and 6d for ring thread nails. Nail spacing shall be spaced 6" OC
along butt edges of panel and 12" OC along intermediate support.
Floor Topping - Non-structural normal-weight or low-weight concrete floor topping.
System No.3
Subflooring - For spacing 16" OC, 5/8" tongue and groove wood structural panels. For spacing 16"
OC, but 24", 3/4"tongue and groove wood structural panels. Unless otheIWise noted, max width of
panels is 48" with long dimensions installed perpendicular to joists. End joists are staggered min 24"
and butted over joists. All plywood is to be produced with adhesive qualified as interior use/exterior
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FROf'l MESEi'-mR I HK COHSTRUCT I OH
PHOHE HO.
9524475036
Jun. 30 2005 03: 13m'! Pi
;Of?Rio~.
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May 20, 2005
16200 Eagle CrBck Avenue SJ?
Prior Lal~e, MN 55372-1714
Ron Hornmerding
RHA Architects Inc.
104 East Gennain St.
St.Cloud, MN 56304
RE: West 24 Unit Creekside Apartments Trnnquility Court
,/'"
Following are the results of the preliminary pian review for the "vVest 24 Unit Creekside
Apartm~nt building. OUf review was based on the 2003 Minnesota State Building Code
(M8BC) which adopted with amendments the 2000 International Building Code (IBC) with
handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of
the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000
International. Fire Code (IFC) and exc~rpts from the National Fire Protection Association
(NFP A).
1. Submit signed HV AC, plumbing, fire;/smoke alarm, electrical/emergency lighting/exit
signs and sprinkler plans. Contractors to supply documentation of penetration fire
stopping S)'stf,,"nlS.
2. Complete a Building Code analysis tor building. Include NFPA 13 sprinkler
designation. Include the following:
a. Occupancy Classification and separations.
Classification: R-2 Apartment House, S-2 Pax'king Garage.
Separation: 1 hour Between R.2 and S.2. me Table 302.3.3 footnote a.
b. Type of Construction: R-2 V NS-2 V A Note: The type of construction may actually
be different for the basement 8-2 parking garage, but the type of construction for the
building must be the same as per me 302.3.3.
(:. Number of Stories:
R-2 three stories. Three stories allowed
8-2 basement.
d. Location on Property. North 20.13'; East 20'+ 60' Public way; South 31'+ 60'
Outlot A; West 31'+ 60' Outlot A.
e. Allowable Area Increases.
Note: a NFP A 13 system is required for fire department concerns.
www.cityofpriorJake.com
Phone 95f.447.4230 / Fax 952.447.4245
.JUH-30-2D05 THU D2: 42P,'l ID:
Pf=:IGE:l
FRml f'1ESEf'.!BR I Nf< Cm.lSTRUCT I ON
PHONE 1-10.
9524475036
Jun. 30 2005 03: 14AI'1 P2
1. Frontage increase:
50.3%~ 100[584 -.25] 20.13
584 30
2. Frontage and sprinkler increase:
42}036= 12,000+ lbOOO~5...Q.3%+ 12.000x20Q
100 100
a. Total allowable building: Actual: pt 12,932+ 2nd 12,583+ 3rd 12,697 "" 38,212SF
under126,108= (3x42,036) o.k.
b. Total Allowable fIrst floor area;
Actuall"t 12,932 under 42,036 o.k.
f. HeieJ1t and Number of stories. Actual 32.5+5.4'(Grade Plane)=39.9' allowed 50'
g. Occupant load and Exiting. All units have 2 occupants per bedroom.
Total
8 units ea. f1 Occupant Load ExitsReqd
1ST 34 40 Party rOom 74 2
200 34 34 Library 68 2
3rd 34 32 Library 66 2
g. Fire resistive requirements:
1. Exterior walls, Stmctural frame:
Basement Exterior and Interior bearing walls:
2. Interior walls, Roof-ceilings:
R-2: I-hr.
S-2: 2-hr.
R-2: I-hr.
S-2: l-hr.
3. Floor-ceilings:
R-2: I-hr
2-hr. between R-l and $-3302.4
4. Shafts (Elevator, Stairways,
Flues, Heating ducts, Bathroom
2-hr walls and 90 minute operullgs in R~2
2-hr walls and 90 minute openings in S-2
Exhaust Fans plumbing risers
2..br bearing walls
sprinkler risers; electrical risers)
5. Elevator equipment room:
I-hr walls and 60 minute openings
3. Submit window specifications include U value. MSBC 7674.
2
JIJf'.j-30-2005 THIJ 02: 43Pf"1 ID:
PRGE:2
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FAX
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-----
Ep.gi1'ieering Department
4'" .
City of Prior Lake
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372
(952)- 447-9830
(952) 447-4263 (FAX)
koD6fL.r Jr<-i+(AJ,
b...-o (:;7
FROM: ~partment
DATE: Thursday, July 28,2005
Number of Pages including cover sheet:
TO:
1J1/ ke-i? ,)6 (;{ 0
7tJ~ g' ~~L
PHONE:
PHONE: (952) 447-4830
FAX: (952) 447-4263
FAX:
cc:
R-UI113/,J&
te:V/8V
G:\Admin\Templates\FAX FORM.doc
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
July 28, 2005
1/
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Mr. Mike Johnson
Jberd Mechanical Contractors Inc.
3308 Southway Drive
St. Cloud, MN 56301
RE: Creekside 24 unit Apartments 16520 Tranquility Court
Following are the results of the plumbing plan review for the Creekside 24 unit
Apartments 16520 Tranquility Court building. Our review was based on the 2003
Minnesota State Building Code (MSBC) which adopted with amendments the 2000
International Building Code (IBC) with handicap regulations of the Minnesota
Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire
Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC)
and excerpts from the National Fire Protection Association (NFP A) and the 2000
International Mechanical Code (IMC).
~ ,\\6
1. Plumbing Plans must be approved by the Minnesota Department of Health. MSBC
4715.3130
G)Sheet C4 Utility plans: Provide an as-built plan of the water services into building.
~,^3. No openings such as plumbing pipe penetrations are allowed in the vertical exit
enclosures (stair shafts). IBC 1005.3.4.1.
~. Maintain 96" vertical clearance height x 144" horizontal clearance width for
emergency vehicle access aisle in Parking Garage.
~ Detail 5/P6: A water meter and pressure reducing valve for domestic water and if
,() ~ '7 desired, a separate lawn irrigation water meter, must be purchased form the City of
Vlrfd ~(l..,:T".. Prior Lake. Please confirm size of domestic water meter and provide a size for the
~... ~ t;f;r;V pJ lawn irrigation meter. The project was originally designed to have a separate domestic
~() '9P~ water line and the lawn irrigation supply line was to be taken off of the fire
~~,.1 suppression line. Confirm design proposed.
V
,16. Locate lawn irrigation system pressure vacuum breaker. The pressure vacuum breaker
0> must be 1.0' above the highest elevated lawn irrigation sprinkler head.
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
r;jJ#7. Provide fire-resistive construction behind and below all tub enclosures.
All items must be addressed before permits are issued. A plan review on the HV AC
plans is forth coming. Ca11952-447-9851 if there are any questions.
Sincere], ;)
1-< J. Ij{~,
RobetD~;
Building Official
Cc. Eagle Creek Development
Ron Hommerding, RHA Architects
2
RF.Scheck Compliance Certificate
2000 IEee
RES check So:lfware Version 3.6 Release 2
Data filename: Untitled.rck
CITY: Prior Lake
ST ATE: Minnesota
HDD: 7626
CONSTRUCTION TYPE: Multi:funily
WINDOW / WALL RATIO: 0.12
DATE: 07/18/05
COMPLIANCE: Passes
Maximum UA = 2684
Your Home UA = 1695
36.8% Better Than Code (VA)
Ceiling I: Raised or Energy Truss
Wall 1: Wood Frame, 16" o.c.
Window 1:
Metal Frame with Thetmal Break:Double Pane with Low-E
Door I: Glass
Basement Wall 1: Solid Concrete or Masomy
Wall height: 9.5'
Depth below grade: 9.0'
Insulation depth: S.D'
Permit Number
Checked By/Date
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value V-Factor.!lA.
12130
14156
1545
168
559
38.0
19.0
0.0
0.0
303
747
0.0
0.330 510
0)50 42
93
0.0
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications, and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2000 IECC requirements in REScheck Version 3.6 Release 2 (fmnerly MECcheck) and to comply with the
mandatory requi~ents list ES Inspect. on Checklist.
/'
Date f;iI'Jv )/'
/
r~[E@[EDm[Em
W JUL 1 9 1005 ~
By
REScheck Inspection Checklist
2000 IEee
RES check So1tware Version 3.6 Release 2
[~ ii~
JUL I q iOOS III i
L~
By
DATE: 07/18/05
Bldg.
Dept.
Use
Ceilings:
1. Ceiling 1: Raised or Energy Truss, R-38.0 cavity insulation
Comments:
Insulation must achieve full height over the plate lines of exterior walls.
Above-Grade Walls:
1. Wall 1: Wood Frame, 16" O.c., R-19.0 cavity insulation
Comments:
Basement Walls:
1. Basement Wall 1: Solid Concrete or Masonry, 9.5' ht/9.0' bg/5.0' insul,
R-O (uninsulated)
Comments:
Windows:
1. Window 1: Metal Frame with Thermal Break:Double Pane with Low-E, U-f1ctor: 0.330
F or windows without labeled U-f1ctors, describe btures:
# Panes_ Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Doors:
1. Door 1: Glass, U-f1ctor: 0.250
Comments:
Air Leakage:
Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
Recessed lights must be 1) Type IC mted, or 2) installed inside an appropriate air-tight assembly
with a 0.5" clearance rom combustible materials. !fnon-IC mted, the fixture must be installed with a
3" clearance rom insulation.
Vapor Retarder:
Required on the wann-in-winter side of all non-vented hmed ceilings, walls, and floors.
Materials Id en tification:
Materials and equipment must be installed in accordance with the manuficturer's installation instructions.
Materials and equipment must be identified so that compliance can be detennined.
Manufacturer manuals Dr all installed heating and cooling equipment and service water heating
equipment must be provided.
Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
g'F
Duct Insulation: !. r~
Ducts in unconditioned spaces must be insulated to R-5. V JU' il?
Ducts outside the building must be insulated to R-8.0. C //}i}S II'lf/
B LI
Y i~.J
Duct Construction: ~ /
All joints, seams, and connections must be securely futened \\-ith welds, gaskets, mastics (adhesiv~
mastic-plus-embedded-flbric, or tapes. Tapes and mastics must be rated UL 18lA or UL 181B.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
The HV AC system must provide a means fJr balancing air and water systems.
Temperature Controls:
Thermostats are required fJr each dwelling unit (non-dwelling areas must have one thermostat Dr
each system or zone). A manual or automatic means to partially restrict or shut o1fthe heating
and/or cooling input to each room shall be provided.
Electric Systems:
Separate electric meters are required Dr each dwelling unit.
Service Water Heating:
Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
All heated swimming pools must have an onlo1fheater switch and require a cover unless over 20%
of the heating energy is fom non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
HV AC piping conveying lIuids above 105 Op or chilled fluids below 55 Op must be insulated to the
levels in Table 2.
Heated Water
Temoerature ( F)
170-180
140-169
100-139
Table J: Minimum Insulation Thickness/or Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Non-Circulatimr Runouts Circulatinl! Mains and Runouts
Uo to 1" Uo to 1.25" 1.5" to 2.0" Over 2"
0.5 1.0 1.5 2.0
0.5 0.5 1.0 1.5
0.5 0.5 0.5 1.0
r~~ @ ~ ~ ill r~rn11Ii
W JUL 1 9 1005 W
By
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Pipinl! System Txpes Ran~e (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low PressurelT emperature
Low Temperature
Steam Condensate (:lOr fxd water)
Cooling Systems
Chilled Water, Reiigerant,
and Brine
201-250 1.0 1.5 1.5 2.0
120-200 0.5 1.0 1.0 1.5
Any 1.0 1.0 1.5 2.0
40-55 0.5 0.5 0.75 1.0
Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
BATH
FANS
NON-RATED
WALLS
DRYER -------.
I-HOUR
I-HOUR
08/09/2005 14:25
3202303325
. : J-BERD
PA(~E 01/02
D'
)~TdJ-SERD
I..;.v.:..J Mechanical Contractors, Inc.
3308 Southway Drive
St. Cloud, MN 56301
Phone: 320-656-0847
Fax: 320-656-0312
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Number of pages including this one: ~
08/09/2005 14:25
3202303325
. : .] -BERD
PA6E 02/02
-----
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3/9/2004 11:17
PAGE 006/007
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System No. 1"-('-8024
July 09, 2003
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L.A
SECTION A-A
)
1. Hoor-CeiJingAs8"mhly - 1111:, 1 hI' tut>-rnted solid o.rtTlAssed J.umber. joist iloor-ceiling assembly shall be cm.;struct.c:d f;f ri\e
materials and in the m;;nner spedfied in the: individual 1.500 Series Floor-O:iling Designs in il1c: TJ1. Fire P..e.sistance Directory. The
groerd coustruction de.tails of the flpor-ceiling assembly arc: ;;. mrrll'-rized below:
A. l<ltltlTing System- Lmnb,:r or plywood subt10nr with iitJi~b floor oflumbcr, plywood or Floor TOllpmg Matlin'" as
"TJeci:fted Iil tile individual }1<'X)r-CeiJJ.r;.g Design. Ma:x di.?m. of ope:nIug i~ 5 in. (127 rtlrrl).
B. 'Vtltld .roi.~ts _ Nom! 0 lll. (2.54 mm) de!.""!, (rn deepf~) llllubt,r, st.er:l or combimtioalt1.tubt1l' <llid :;tr:d jl)is13, tIllSses 01
Stnu:turdl Wooo Members" with bridging ;;s J:1:q'Jire.d and "I'I.'ith ends firestopped.
C' ".J..1v c. Gypsum :B~llIrd. - N em 4 1t (1219 =;J wide by 518 in. (16 =) thick as specified in tI:u: individual Floor-Ceiling Design.
,.) ". Max di= of e.pening is 5 in. (127 nmlJ.
J J Ch:&se '"Vall (Optional, not. shown) - Tue through pt-:ueuClnts (I!t~m No.2) may be mut,~d through a fu-e-rat.ed s.ingle, dOl1bll: or
"iagF.,=d wood stud/gypsum board .:ba.'ll:' \1,lIJl hrMrJg a f;r.r. Ulttng ct1llsir,tent with that of the fl.oor-Ct~mng as5tl1ubly. TIle c.basc wan
&hall be constructed of the materials and in the I!llIIllltrspccified in the individual TJ300 Series Wall and Pa.'"titionDesigns in the
m:.. Fire Resistmce Directory and shall include the foll,-'l\V:.ng const."1.ictk'Gl features:
A. Stllds-Nt'\lu Zin. by {; in. (51mm by 1.52.Illt'rJ) or dr)tlblenom2 in. hy4 h (51 mm. by 102rr.lf1.l) lum:bf:l"stnds.
B. Sole PllItr.-No!.t\ 2 ill. by6 in. (5l rt.llli.b-f 152rnm) orparn]J.e] 2 in; by4. in. (51 mm by 102 mrl1) lnmberplates. t.ightlybutt-ed.
Max diam t,r crpt'11.ing is 5 i.ll. (! 27 ;.nm).
C. Top Plate- Tnc: double: top plate &b.:illcCDSist oftwo nom 2 in. by 6 in. (51 =by 152 =) ortwosets ofpar:illcl2 by 4 in.
(.51 rnm b'l 102 rnm) lumba plates, tightly butted. !'Ifa.'t diam of oproing E 5 in. (127 =).
D. GypS1lIl1:Board '" -. Thiclc:u:ss, t}>pe, number of1a}'l:rS and fasteD.v'"l'S shall be as specified in individual Wall and
Partition Design.
2. Through Penetrants _ ():Je ermIne rnel1:lllic pipes, conduits or tubing to he lnr;talJ.ed con"enu.icaUy m ecccnJ:r.ically wilhin npeaiug.
Pipt"S, conduil.-s ortuo;..ngto be i;paced mill 0 in. (point colJtact) to malt 1 in. (25 mm) apart. Tnc: space between the pipes, conduits or
tuo;..ng and the pe.riphcry of the opening :iliall. be min I} in. (point o:.mt:act) to max 1 in. (25 =). PmetraI1tS to be rigidly supported on
both sides offioor-ceiling assembly. The fc.ilow-mg types and sizes c.fmewllic pipe.. conduits ortub',ng m.ay be used:
A. Sf.eel Pipe-'Nor.u. 3/4 In. (19 mm) dmm(orsr.ualle;:) Sl:b,~dllk 5 (ar hr:avkr) sreelpipe.
Eo Conduit _ NfJIn 3/4 .U-l. (19 nun) dlaw. (OrsI.uallel) steel. r;l,~ctril:al m,~talHc tubirJg or sreel conduit.
C. COPTJerTnbing -Nt1lll3!A. in. (19 mm) diam (ors.umllcr)'fypc L (or.hea:\'jer) coppermbtng.
D. Copper Pipe-Nom3!4in.. (19 nmlJ diam (or sn::allcr) Regul3r(cche.lIvicr) cC1']'crpipe.
3. l'obe InsuJation-PJasUt"S+ -Nom 3/4 in. (!9m.m) trlli:k (o.t" less) acrylonitrile butulienelpolyviuyl ci1hide (AB,'PVC) f.1e:r.ible
10=\ ihmjsh,~d in the ti.")t'm. ol'mbn1g. '11m l:\lUUllar span: l'!l,':lween. the iusulated penr:tlant and tbI; periphI:l"Y oftlle opc:n.ing shall be
1nirl 0 tn. (point crm:t.act) to r= 1 in. (0 rIlT.il to awe 25 Illtl1.).
Set: Plastics (QMFZ2) cl!teg<.Tf in t.r..c Recognized Cml1ponent Directm;f for names of a1.allUfacttm-rS..An.y RecoguiT.ed (~~'mpanent
robe in:;uiation materi.al11Jf:eting the above specifications and having a UL 94 BJlJnmability Classificll!i.cn of94-5A may be used.
4-. N onmetaIlic Pipes.- One 1l0t!metallic pipe or cOl1.dUitto be installed witbill the f.'tcstt.;p system. Pipe CJr ccmdnit to be spaced min 0
lU. (poinJ: cC!!.lmct) to IT..3X i in. (0 = to = 25lT..m.) from tlw ins1.1hted through pcm:trants m1.d min J./2 in. to ma.~ 1 In.
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(13 = to = 25 mm) fromnou-!l1sulated tb......;ugb penetrants. The space between the pipe or conduit and the periphery of the
epening ;;halllx: min 0 in. (pt-,int contact) to max 1 in. (0 l:'TIn to = 25 =). Pipe or conduit to be rigidly support.cd on both si.des of
fleer-ceiling as~mbly. One of the following types and sizes ef l10umeiallic through penetra.1Jt;; may be used:
A. Pol)'V'inyl Chloride (pVC) Pip!:" - N = 1-1/2 iu. (38 =) diam (or smaller) Schedule 40 solid-core I'Ve pipe for use in
closed (process or supply) or vented (drain. vv-aste or vent) pipiug syst=s.
B. Ch.loIinllted Polyvinyl Chlm1de (CPVC) Pipe -.Nom 1..112 in. (38 mm) diam (,)r ;;maller:) SDRI3.5 Gf'VC pipe fOTusein
closed (process or supply) piping systems.
C. Rigid Nonmetallic Condnit-++- N',m1--!i2 in_ (38 mm) marn (or smaller) Sche.t!1le 40 selid-core PVC co.udui.t ir,sialled in
accordance with Atti.clr, 347 ofthe Nat1<mal Elcctrical Cod,~ (NFP.A Nt1. 70).
Ca'bJe;, - Ma."l two "] IC (or less) No. 12 AWG (or =1ler) rnnl1iccnduct.cr power a.'1d control cables wi1b. Y.LPE or PVC insulation
with XLPE or PVC jac.ket. Cables to be spaced min 0 L'1. (0 =) (point contut) to = 1 in. (25 =) from the insulated through
penetrants and min 1/2 il"_ (13 =) to.:= 1 in. (25 mm; fre,m non- insulated tlrrough penetrants. The space between till; cables and
the peripher'f oft.he opening shall be mill 0 .ir4 (0 mm) (point cot1tact) to.:= 1 ia. (25 mm;. Cables to be rigi&-f ;;upported on beth
sides oft.he flo--"f.ceiling a.<:sembJ:'f.
leiD, "Void or emty Materials" - CanD. - Min 3/4 in. (19 mm) thickness of caulk applied withi:.13!ll1llroS. t11."'.sh with top S'.rlace of
tleer or sole phte. Mia 5i8iu. (16 ll.1m) tb.ickness of caulk applied within ill1!J!lhlS, t111'ih "<}.'ith boti1ml =face of ceiling or top plate.
:M."in 1/4 in. (6 =) diatn lx:ad of caulk applied at pomt contact locations atpenetri:lntlfJOor interface on top surface offloOT or sele
plat:::md atpenetrant/ceiling or top plate interface. /' I /
3M COlYIP.AJ.""Y --Ie 15'V,i'B orCP 25\y"B'~ Ce;;(;, Ie.
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System No.l'-C-S024 c{)fliinued
5.
6.
"Bc2t'll:,g the UL Classification MJJ.d.dl~g
+Be:ning fuc 1:.11. RecQg;:llzed CompOTJ.."l1t :M<h-king
++ BC<h-1ng the "(JL LiSting }'1ark
FF.OM
(TUE) 9. 27' 05 15: 16/ST. 15: 15/NO. 4260486855 P 1
Pi
Insulation and Construction Materials
Pipe Insulation' Flexible Air Ducts. Tank Insulation' Duct Wrap' Duct Liner
Residential Insulation' Metal Building Insulation. Blown Insulation
Appliance Insulation' Foam Attic Ventilation' Duct Board, Block Insulation
Textile Insulation' Jacketing. Insulation Facing. Accessories
3M Fire Protection Products and Abatement Products
FAX COVER SHEET
7/J-;jo~
TO: C A ,e. ; s
COMPANY: ~~ f'~
FAX#: 3::J-o - {;.Sb-03/2--
FROM: ;/ /) ~# ~ API Inc.
It () 9 r If;:rT/Ur>l I (.../ (651) 636-4320 (651) 636-0312 FAX
2366 Rose Place
St. Paul, MN 55113
www.aoidistribution.com
DATE:
~ OF PAGES SENT:
(Includes Cover Sheet)
RE: 1i~)/C/~
J/;/U ;5' ~[ c:f-t__-~u A/&E/.- :;cp
., , ~ ~
J7 /~ AJCJ7' v:?~ -,'C-fd- -!/ tiS
~...JO /'f?z// W; W/ /j~~ ./ou /J
FrOM
(TUE) 9.27' 05 15:16/ST. 15:15/NO. 4260486855 P 2
PHONE NO. : 9529260704
5ep. 27 2005 01:35PM Pl
FROM : RPG SALES
1 S ~ 11Itav~
t(Y~ ~~fj{ rn
ENGlN
09127105
Reed GI'IOS -
3M FPP ManufacM~f'S Rip
361 & West 55th St
Edina, MN 55410
Fax: (952) g2~7{)4
project eree.lrslcIe !Sa..... Prior Lake. MN contIaetOI. ,l8en:l Mechanical
III,. Slopping catagofy. Pen Seels I Dud ~R8IInI Rtlqu..-u 1Jr-: Per UL $yatem F-C-7001 or
F-C-7017 or F.c-7022
Aeeem1lly PIMINtId: Floor J CeHlng A5s8mbly OpenIng.": Per Ul System F..(;.7001 or F-C-7011 or F.z-
7022-
p......... n.m: 34nctl and "'-Inch 2& Gauge vent ArlIMdIr 8peH: Per Ul. S)'$tM1 ~..c.7001 Of F-C-7017 or f-C-
7~
.pM!" Cond--: Metnbrane Penetration .
AppUcatIOn DMda: 0 ftrHtop this appIlcdai't. inItIll iF' acaoIdarn;e With tfte lIp~ UL 5yatem tor the
application with lhtt foIlow1ftg ",oe~n:
1. l1'Iememtmlne penetnItton of1he gypsum UcI of a ftocroeiing suembly in UL Sy&t.8m F-C-7001 or F-C.
7011 Of F.c.7022 should not aaverMly Iffectttle perfarm8rwee of the aY8l8m provided 1111 ati1er aystem
parameaert .. met,
NOTE: If the duet! ere demporeO. thil Englneeting JuOgment Is null .net void. Oampered duda must be lint $lIOpped per
.dtml* /Mf\ufeCturen Ins1allation Instructions.
NO~: ThI dudS must be ocnstNcl8d UlIMC and/or SMACNA tWJeline5 fer gau,"" o::lIl81ruc11on. and eupport
_,... . Melllrial: UL Sy!am F-C.7001: cP 25W8+ '. lk or F Sealaftt.
Ul. Sy8m F..c-1017: FO 15D't or CP25WB+ Cd or IC 15W1+ c::a'* or FB 3000 wr 5e&Iant
, Ul Systerft F-C-7022: CP 26W8+ Caulk or Ie 15W8+ CJulkor F8 3000WT Seatant
B' : UL Sy:$tem F-c~7 or F-C..7017 Of F.(:-7022
Th6 fIN _ design Ihould Bd1iev8 the nourly ~ req~. This engineering i~ment is based on ~ance
*'lite obtti'Ied In testing lndepend@Rt laboratory ~ Ind or Irrt'en1M 3M m. tcIltS, which neve. been tesI9d in
acoordance to ASTM ea14 (Ul1A7.9)
Engineering Judgment ~ By:
~~
Kate.....
TeeIvlb1I SeNic8 AepresentBtiYe
...... WtIr SoIUhne o.paftmlllt
3M-Canter. 8uIldlng 207.15-02
St.FWd. ...~1...1000
RevlewId By:
~
510354
oc: Reed Gnoe
, ~~~f)1fJt-rl/
~, ~~~
PalM 1 of 1
SON9:01
l^Jj6~: l ~1)Ol '[7, .~: s
l'1 9vgl 'ON
~9c~L~Li~9-1j3~OHd-3~;~~NO~-}~:j
Sep-28-2005 11 :11am From-
T-557 P.001/002 F-552
<!l
To: Jeff Lahr From: Gary R. Mason
Company: Company: Hilti,lnc
Phone: Phone: 918-252-6874
Fax: 320-656-0312 Fax: 918-254-1679
Date: 09/28/05 Pages Including 2
Cover Page:
Comments: 57258a
Because of the numerous field conditions encountered, it is not always possible to identify a firestop
system that has been tested Iclassified by a nationally recognized independent testing laboratory (such
as Underwriters Laboratories, Factory Mutual, Omega Point, etc.). In such a case, an Engineering
Judgment ("eJ") may be appropriate. An EJ represents a firestop system that would be expected to pass
the stated ratings and requirements if tested.
All Hilti EJ's are designed in accordance with the International Firestop Counsel ("I Fe") guidelines. These
EJ's are designed by our experienced degreed fire protection engineers using, as the basis for our
opinion:
. relevant 3rd_party classified systems tested in accordance with ASTM E-84, ASTM E-119,
ASTM E-136, ASTM E--814, A$TM E-1966, CAN4-S115-M95, UL 263, UL 723. UL 1479, or
UL 2079,
. wide-ranging related internal testing of our firestop products, and
. extensive knowledge and experience of the performance characteristics of Hilti firestop
products, and firestopping technology generally.
Pursuant to IFC guidelines. each EJ is intended for one specific jobsite, since even slight variances from
one application to the next can affect system performance.
Best regards,
P7/. ~~."
Gary R. Mason, CFP$
fire Protection Department
Hilti,lnc
wi II Vt~ Is
. ......l:.....:1. .~.,;'''\\: ::. ,;I'.,I'.'~: i;;,
. "---~;,:':'i,1\
\.(;~\.:l.:,,~:,>i
.l~J."" ::J~I"\! \'I'.Io.jl'~fll.1..~l.. ~
Sep-28-2005 11 :12am From-
8T
T-557 P.002/002 F-552
ENGINEERING JUDGMENT FIRESTOP DETAIL
PROJECT: CREEK SIDE
CONTRACTOR: BERD MECHANICAL
f-RA TING = 3-HR.
BOTTOM VIEW
",.
4
4 q. <i
.1:1
.4 .4
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SECTION A-A
....
.4
1. HOLLOW CORE FLOOR ASSEMBLY (MINIMUM 8" THICK) (3-HR. FIRE..RA TING).
2. MAXIMUM 3" NOMINAL DIAMETER PVC PLASTIC PIPE.
3. MINIMUM 1/2" DEPTH HIL TI FS-ONE INTUMESCENT FJRESTOP SEALANT.
4. HILTI CP 643N FIRESTOP COLLAR ATTACHED WITH THE APPROPRIATE HILTI ANCHORS.
I NOTE: ANNULAR SPACE = MINIMUM 0", MAXIMUM 1/2".1
THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED.
(REFERENCE: UL SYSTEM NO. C-BJ.2021 & C-AJ..2109)
HIL TI, Inc. Sheet 1 of 1 Drawing No,
rt----rlOfl T ~DQl) . Tulsa, Oklahoma USA (918)252-6000 S~ 111ti4-='-
L..r-1.-J :J .. U.' DeSIgned by 57258
FIRESTOP SYSTEMS h A,~~ Date a
~ K- ",e.. Sep.28.2005
Saving Lives through Innovation and Education
Ssp-09-2005 03:48pm F rom-
T-200 P 0011003 F-910
@ ~
To: Jeff Lahr From: Gary R. Mason
Company: Company: Hilti,lnc
Phone: Phone: 918-252-6874
Fax: 320-656-0312 Fax: 918~254-1679
Date: 09/09/05 Pages Including 3
Cover Page:
Comments: 56773al56774a
Because of the numerous field conditions encountered, it is not always possible to identify a firestop
system that has been tested Iclassified by a nationally recognized independent testing laboratory (such
as Underwriters Laboratories, Factory Mutual. Omega Point, etc.). In such a case, an Engineering
Judgment ("EJ") may be appropriate. An EJ represents a firestop system that would be expected to pass
the stated ratings and requirements if tested.
All Hitti EJ's are designed in accordance with the International Firestop Counsel ("IFC") guidelines. These
EJ's are designed by our experienced degreed fire protection engineers using, as the basis for our
opinion:
. relevant 3rd_party classified systems tested in accordance with ASTM E-84, ASTM E.119,
ASTM E-136, ASTM E-814, ASTM E-1966, CAN4-S115-M95, UL 263, UL 723, UL 1479, or
UL 2079,
. wide-ranging related intemal testing of our firestop products, and
. extensive knowledge and experience of the performance characteristics of Hilt] firestop
products, and firestopping technOlogy generally.
Pursuant to IFe guidelines, each EJ is intended for one specific jobsite, since even slight variances from
one application to the next can affect system performance.
Best regards,
P7;'/.~
Gary R. Mason, CFPS
Fire Protection Department
Hilti,lnc
. rS\,;~vf-' r,~::.>~::t;"i.~:;!c,.,
~,(\ {""-"'"" 'YI"t'",w'fJI ~';'>1
..:t:- ~,IAl\~l'L, .)'f'I~I, ~;:\
I.,.. \ '1',:',. lr {'I J' ", . ~..I f' I i (. ^
;~ .:.1 "/111'-,:,< 'i~'
1: '.,:..'" A:r:':~:~;'~:i)
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'1 <,I"l"', ,:'i"~ 'I'
I; "l'~~~~ "I.(,,t,\,/~!~,,.,./~~ '1,,\ "
~',l '"4 (~I!
lllu.'l4I~Aw4,~'.rif~^\'l)"Il~~\
\: "',~,~. "',"'r":I:"':'.".~":"!.
"" . ,Io..".,,~,.... ,( "'"",",,)
Sep-09-2005 03:48pm From-
ENGINEERING JUDGMENT FIRESTOP DETAIL
PROJECT: CREEKSIDE APTS
CONTRACTOR: SERD MECH
F-RA liNG = 3-HR.
T-200 P.002/003 F-910
TOP VIEW
.....
SECTION A-A
.....
<J
<J
A LI A
L\ __-:JL_
L .~ .-'1 J
. LI 1 1 LI
1 1 .
. 1 1
<.J 1 1
<J --- ___ _ -.a. _
'.,a .,a 1 1 .
<I.
1. HOllOW-CORE CONCRETE FLOOR ASSEMBLY (MINIMUM 8" THICK) (3-HR. FIRE-RATING).
2. MAXIMUM 1/2" NOMINAL DIAMETER FLEXIBLE STAINLESS STEEL GAS LINE WITH PVC JACKET
(MAX. QTY. :; 6) BUNDLED TOGETHER.
3. MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED, FLUSH WITH BOTTOM OF FLOOR AND
RECESSED TO ACCOMMODATE SEALANT AT TOP OF FLOOR.
4. MINIMUM 1.1/2" DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
NOTES: 1. MAXIMUM DIAMETER OF OPENING = 4".
2. ANNULAR SPACE:; MINIMUM 1/4", MAXIMUM 2".
3. CABLES TO FILL MAXIMUM 45% OF CROSS-SECTIONAL AREA OF OPENING.
THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED.
(REFERENCE: UL SYSTEM NO. C..AJ-3095)
HIL 11, Inc.
Tulsa, Oklahoma USA (918) 252-6000
Designed by
~ /L,.-?rt
Saving Lives through Innovation and Education
C=80b~D~
FIRESTOP SYSTEMS
Sheet
10f1
Drawing No.
Scale
3/16" -1"
56773a
Dale
Sep. 09, 2005
Sep-09-Z005 03:48pm
From-
_ T-ZOO
ENGINEERING JUDGMENT FIRESTOP DETAIL
PROJECT: CREEKSIDE APTS
CONTRACTOR: BERD MECH
f-RATING = i-HR.
P.003/003 F-910
BOTTOM VIEW
....
SECTION A-A
...
A
A
.r
1
1. WOOD FLOOR/CEILING ASSEMBLY (UUcUL CLASSIFIED L500 SERIES) (1-HR. FIRE-RATING).
2. GYPSUM WALL ASSEMBLY (UUcUL CLASSIFIED) (1.HR FIRE-RATING).
3. MAXIMUM 1/2" NOMINAL DIAMETER FLEXIBLE STAINLESS STEEL GAS LINE WITH PVC JACKET
11 (MAX. QTY. = 6) BUNDLED TOGETHER.
I~. 4. MINIMUM 3/4" DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
5. MINIMUM 1/2" BEAD HIL TI FS.ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF
CONTACT.
NOTES: 1. MAXIMUM DIAMETER OF OPENING = 4".
2. ANNULAR SPACE = MINIMUM 0'" MAXIMUM 1".
THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED.
(REFERENCE: UL SYSTEM NO. F-C-3012)
HIL TI, Inc.
~D[2 ~D<Il _ Tulsa. Oklshoma USA (918)252-6000
, L..r-L-I DeSigned by
,\ FIRESTOP SYSTEMS ~;e. ~
l':
\1)< Saving Lives through Innovation and Education
~r
S,,"t
10f1
Drawing No.
SCfJIl~
5132"" = 1"
56774a
Date
Sep.D9,2D05
Sep 12 05 11:26a
Commercial Air
952 846 0698
p. 1
Represenring Manufacturers of Quality Products for the HVAC Indust!\'
DATE: '1/~ ~.r PAGE -.-L. of Z.
TO: ..::r-. .8 ~t. ME~~AUlc. A I AITENTION: dEn:- tAHR..-
RE: C~EE\(..~'D~' PuoQ.. ~k. r
COMMERCIAL AIR PRODUCTS, INC.
-=-.1. e rF,
E/'Jc.lof~~ If''v wll/ ~ D .u... :r.#-Js./../k/',,.j
::rfJStLuc.f,()~~ ON ~OtT/ t,Z1- cIA .s.f:ZT ~O~6" bf\Mp~
7111:1, 'IOU Q e;G2\)f:;!5 Te\) ..
COMMERCIAL AIR PRODUCTS, INC.
R~prt.Wltjflg MaflufoClurtr.f nfQualiry Products for the HVAC Indu.ffT\'
L3 e5v ~-AQJIJ_
12751 COUIllY Road 5
Suite 171
Bums.vlil~. MN 55337
Phone: (952) 846.0690
Toll Free: (800) 635-2248
Fax: (952) 846-0698
Steven Schletz
Sep 12 05 11:41a
Commercial Air
Ell SaFE! · FlIR
952 846 0698
p. 1
DEPENDABLE PRODUCTS SINCE 1955
INSTALLATION INSTRUCTIONS Model 620 - 621 - 622 - 622M SMOKE DAMPER
'r.-
AlRfl.OW
~: :-
--~.:..-
-,
ACTUATOR LOC. HAY
VARY
~
DAMPER ASSEJ.t6l Y
Damper Installed at Smoke Partition
VertkalMountShown
Tvulcallnstallatlon Instructions
1. Leakage rated dampers can be installed in accordance with NFPA 90A
and 92A_
2. Damper shall not be fora!d into the waU opening; this Witt cause the
damper to get out ot square and will not work properly. 5Ieeve shaY
not exceed more than 9" beyond the face of the wall on bQm sides.
3. Damper shall be attached to duct I sleeve using 'IJ-Iong welds or , 10
sheet metal saews' ~.long spaced @l 6- maximum on center and 2-
maximum from comers.
4. P1~e the unit in the 5II1Oke barrier opening, make sure the blades are
wilhln the pliJne of the wall I barrier.
S. Make sure that damper unit remains squared in its enclosure and that
the blades are not obstructed and the actuator and connection linkage
are free from debris.
6. The following duct-unit connections may be used: (caulked connection
as needed)
Inside
Plain .5. slip
Hetrmed.S.s1ip
Bar sip
Alternate Sip (standing slip)
Reinforced bar slip (cleat)
7. Caulk joints between sleeve and frame with the following approved
sealant
Dow CcmIng RlV #732
GE RlV #108
EIec:trk: Damaer Actuator InstaHatton
1. Before any aJI.lI!dioIlS are made. check the dampef-to be sure no
physicaf damiIge has 0ClCUIT1!d dwlng rnechanlcallnstallittlon.
2. Bring the building eIedricaI control wlrfng lD the junction boll (supplied
by olhefs) and COMeCt. (Use rnechod desaibed in local code
requlrenents).
3. Refer lD manufac:l\nrs tedvlIcaI spedfIc:;ation for elecbic actuators.
PneuIn8tIc: o.n_ ~-InItaI.......
1. Before any mnnedIons are made, chedc the diImper to be sure no
physicial diJrnIge hil$ ocxum:d dlMfng the medIiInIc:aIlnstaIIatIon.
2. Instil" air suppIv to the actuator using 14. eIIa. CI:lPI* t1lbIng or as
required by local aldes.
3. Refer to manufadurers technical spedIIcatlon for pneumatic lIduators.
~D SEEDETAILSOl'UL ~IED
~=~\~
Supply Connection
Pneumatic Actuator
Trouble S1toatIna
Each smoke damper is fuIty tested In our racto!y before
shipment and although designed for rugged, Iong-life service
mishandling In transit may cause minor field problems.
Most pnlbIems that occur are attrtIutabIe to the roHowIng: ,
1. The dilmper hme Is out tI square which causes binding
tI tile btades and pmenls oprilg and C)'dng.
2. FcnIgn maII!rIaI between blades Inb!rfams and pnM!f1lS
c:cmpIete cydIng.
3. Hls-po51lloned or unsecured actualDr maduIe pnM!f1t$
~ operation.
The aboYe are 0YeI'Cllrrle by anIutt re-$CIUlWIng the damper,
inspecting and deanIng the blades Irefaces, or CIlITl!dIng the
ac:blalDr mounllng position.
PRIOR LAKE
INSPECTION RECORD
DEPARTMENT OF
BUILDING ANDI~1SPECTION
I
.,--...
j , , .
1 SITE ADDRESS Jc.:.';)~~~".'r~. C/;)u.rz.r. S.~
NATURE OF WORK ~. C.o OM UA~ 1!l'4'4.t) fr
USEOFBUILDING.~~~-Z- ~~~ ~~~AA~
PERMIT NO. 05- OAT ISSUED oS"
CONTRACTOR ~ES;E~8tU NIL" PHONE - '-8 - _.
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPEC1.0R
DATE
I FOOTING ./?~r 7.k~Y
FOUNDATION (Prior to Backfill) v.--: ~ '/ 0 or
PLACE NO CONCRETE UNTIL AI;JOVE HAS f;JEEN SIGNED
ROUGH - INS
1,
SEWER I WATE I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING
HEATING (if required)
FIREPLACE
GAS LINE AIR TEST ...2~ /,~ ~t: /; ?~. (!)J-
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
IlA.THE/t\O"S~,LFz.A~Mi~ I
f FINALS
~
, ..
_J
R
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OCCUpy UNTIL ABOVE HAS
NOTICE
This card must be posted near an electric~1 service cabin!!t priol: to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall be placed near main:entrance.
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FOR ALL INSPECTIONS (952) 447~'9850
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