HomeMy WebLinkAboutBldg Permit 01-0994
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
OWNER
(Name)
(;\un~
AaJ. R~-to
(Address)
BUILDER
(Name) IA. \~mlt\o.u /iphn~'
(Contact Name) T()M SQ.r\ cl
(Address) 1895 "P\...."2.1\ "b(~ve..
TYPE OF WORK
:::fir ( .
o New Construction
Date Rec' d
S-ZO--O(
; ~i~i:. ~:; 'PERMIT NO. 0/- 0 qq4-1
3. Yellow Applicant 1-
DLower Level Finish
o MisJt ~ 000 ~ ~(' -b~ A,n..~
ODed OPorch ORe-Roofing ORe-Siding
o Fireplace ~dditiOn OAlteration 1d' OUtility Connection
PROJECTCOST/VALUE (exc1udingland) $I.o-"'@ow. I"c,~ 1I11,{)()() 0
(Please tvQe or urint and siJ;m at bottom)
AD~RESS "b ~ . ZONING (office use)
llni !l. ~\ - ~<.\~\"l:>"M. ~\s. b{\uo(.
lA~1 \ !'t4Si - ~<lt.l" ~\\{..... ITi~ \. ,
3f.J.I.j.J/'f~ ZI$-3S0-0tX.-1
aA [I i-I 3W7/4Cf.:ZS-350-0()(,-O
~ "i" ~O.3'l5:'/5sI' Z5-.350-ooS-1
j ~ CeAJ 1,',:_ PIQ?,t./t,~25-.3f1l)-OOq. I
:; {..;/I.I, :~~t,f-{)
EA......\- Ass.bC.,:""f-JOW1 (PhOn~,~i'3of~2S-.35lI-~O~.- I
.;/) If 87 ~-O'-'</- VV';> -l'
1tP-~ W'\'\\ 5~~\'v< ~~03 :;-r!!g-2~-'V
.....,.-'=1 ?e:-..~~_ /'1_,_ J
for -1'1:f1 '1 Z-'f,~~,<;l)-OO-(_ l'
(Phone) UtOJ - q ctD -I.{YQ()
(PhoneL.~..flL:.10~ - 31o"r--1LDJ.:'].
:S~ll-t- 2..D() &.c.",toJ. M" -nSIt72...
I 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 1-'W1-'~~~) 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 offi' can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
enter.UP.:fJropertytOP~rform ee inspe on.
X ~J l!1S-..~ g - !u -Qf
ignature Contractor's License No. Date
I Permit Valuation
I Permit Fee $
I Plan Check Fee I $
I State Surcharge $
I Penalty $
I Plumbing Permit Fee I $
I Mechanical Permit Fee I $
I Sewer & Water Permit Fee $
I Gas Fireplace Permit Fee $
817fto,,:es Your Buildin;:;:::;roved
I~Official Date'
I~-~
~~:~T I
9.on
I
I
I
I
I
I Park Support Fee
I SAC
I Water Meter Size 5/8"; I";
I Pressure Reducer
I Sewer/Water Connection Fee
I Water Tower Fee
I Builder's Deposit
lather
I TOTAL DUE
I Paid
Date
447.cec;.
q> --/,1'0/
# $
# $
$
I $
# $
# $
$
$
$ 4-?Z _ e>lP I
1~72-
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
~d; ~e li~.~= CO,nsti:a :P:~ certifica~o;~:ce md allows construmon to commence. _ Bef~e ocrupm~. a C~catc ofOcrupm~ must be
~g Director Date ;;;: pecial Conditions, if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
TIi(' ("('ol('r of tli(' I..k(' ('ouolry
While - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVEDR--dO-Q )
Wft14--m~~
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction actiV~'ty hich is proposed at: /: I
3S ;)./- 3 4(, I - !s:nt./ iA.. <::f-:3 if f; 7 -~ Ijlj 3 (II h7JuiYL
- C? (j
Accepted Accepted With Corrections X
Denied (///1
Reviewed BY:(~;{
Comments:
D LJ_;?8. ~Q::>/
ate: CJ
l.
MD.),-. S~
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2X,"
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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."
~~
..
"The' (-..nfC'fof lhC' L.kr ('ounll')'
White - Building
Canary - Engineering
Pink - Planning
"f'i~V.
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT C '
,"
-~--
APPLICATION RECEIVED
/
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
"j -
/ )-" //;/.._~:
Accepted
-----
Accepted With Corrections
Denied
'r-.<"~~/'; 0u, (~At>1~
I E\ M~y;. l )~
1~;~eJ) W ~_ L1 ~~
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-~~ ~ e)ct-~~ ~Jf~~~
~ ~vlJdJ./P_ ~,
. :2S l-'t "'to ~~ vr [A~"
"The issu nce 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."
{1~~~
~
Dffie: ~ ;lL\~1
Reviewed By:
Co
I~
~
(~NSMANN )
:.:_._~'j-~"';
www.wensmann.com
September 6,2001
Steve Horsman
City of Prior Lake
16200 Eagle Creek Ave SE
Prior Lake, MN 55372
Re: Glynwater East
Dear Steve:
Enclosed are 6 surveys of "coach homes" built by Wensmann Homes in the Glynwater
East development. On each survey, the areas highlighted are steps over which the
residents requested that additional roofing be installed,
Our understanding is that there is an impervious surface requirement that must be met.
These proposed roofs will not extend past the existing garage eyebrows and will cover
already existing hard surface areas. Therefore, there should be no increase of impervious
surfaces caused by this roof addition.
Also enclosed is a letter from the Glynwater East Association Board signed by the
President, Paul Scheunemann, which grants permission for this improvement.
Please feel free to contact me if you have any questions or require additional information,
Sincerely,
--I trnt1--.2.
Tom Sand
Construction Manager
RHS Building
1895 Plaza Drive
Suite 200
Eagan, MN 55122
651/406-4400
Fax 651/905-3678
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Glynwater South
Prior Lake, MN
28 Units
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SOUTH SIDE TRS. PLRN
Fax:763-428-4985
Jun 4 '01
11 :01
P,02
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I COMPANY
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'-".I Jun.~."~! 10:25:21
Design Check Calculation Sheet
I PROJE~;'----- -
Q) WoodYYg.IJs~@
Slam!
I LOADS: llbs. pst. o. pll )
: t:I..~;~.T-;.;:.- '~! Oi~~'Jr:j;-.~\ !
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~~rlb~t~ty W1~th lin)
~~i'l:;;'~-!;.'~.~ ~i' !..'a<'l';lt'fi~'
sr..i:i~..M. S~"H"~ ~~dJ:'O~
,. 'l"O'L w
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MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) :
_8'-5.2'
-1
~
12'-13'
L
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-0
a
2'
!;)~~:J..J
Liv~
T()~.'ti
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Lumber-soft. Hem.,.ir, No.2, 2x&"
Spacld at 12" c/c; Slope: 18,4 dig;, Total length: 10'-8,5-.
Loteral support: Top= 11I11. Bottom: at supports; Ropetilivo factor: applied ""'ere porrnilled(ref.rto oniine help); Load combinations: ASCE 7..95
SECTION vs. DESIGN CODe NllS..1!97: lst,.ss=psl. and In)
t;":r i! l".!:'ir.'~ .c"na~i. ''/:3h "0,/'1; 1~~~.i9n V;;_l1J~ ~Tt..rlnlX''3i~L~.si~]rl',
~~r' (v (,.0:1 M 4t1 -l----r.~. - f)'t ! f-.:/ty.... C'.~,~
Elerl,::linq(' i (~; - '~i(l . Fl,' = 1144 : tJ..:/E'IJ' 0..:;~
Sending!-j f'~ = 1:)1 p~' ... 11?7 fb/rb':a :;.1;
Liv~ O~!l'n n~yl:ylt~M i
T"tal O@,~l'n 0.19 -= LJUJ.... I 0.::1 - :./1;~(J O.~ll
(ii ~~~nr.l1~v~r !J~~n q('~VIif.:n~-'def1t'::::r.ionl
ADDITIONAL DATA:
FI<CTOR'; : f ':1) C~1 ct>. '.:L 1:1' cv r;fu (;r r..C'
FbI ~."ll io!50 (J.!:I() 1.0:.1 1. 00 1.{JOn 1.30 1. \ir;)\! , . r)o , .1.~ 1
rb'-=- t1!;C) 0.90 1. "<' l. 00 v' ~l':l'~ 1. .!O l. uliO 1. [)O 1.:~ 1
fv' ir; I), ~H.l 1. co 1.CO (t:!-r , J..Of)!)) 1
t:;p'= .O~ 1. c':l l.OO
t' l.J Ih.i.l!ir.HI 1. C'.l : . uu
gendl~q( I); Lei 1 - 0 ~nlYI ~. 422 los~ft
~l'lnrli1"l'1(-j: L<;. 1 .. D '.;oI~ly. M:a \2!.! !cs...!t
Sh~'r Lei 1 - D ~r:.\y, 'v" = }4;::, '113.'.\ - 217 H>3
rl~ f1 ~d i~r.: L~' 1 - D en 1 y ro.T= 1.1.041,:1;.11) iJ::-itl/.
Tot.al O~fl~cr.ion = 1.30(D~fl~ deBd) ~ Oefln Liv~.
(r,.,.~.i:.n~,'::l L-live ~=Sr.:':'ol W......inj I-imQitcr,'- l.:-c::tHJtt'TJ~.;tir.lOl
(All t~:ln ,H~ 113'~.tl il'l t..h'l .C..n;sly",i..1! ~1.t~J.;'utJ
DESIGN NOTES:
11. PI.... verify thallh. doIau~ deftoc:tion Hmils .... oPllroprialo for your a""llcation.
2. Continuous or Cantilevered Beams: NOS Clau.. 4,2.5.5 requires that normal gnoding provisions be extended \0 Ihe middle 213 of 2 spa" b..m.
and 10 the fulllonglh of canlllova.. and other spans.
3. SIWII IlNI1ber bending members shaH be laterally aupported ..cording to the prcMsio"s 01 NOS Ciause 4.4.1.
4. SLOPED BEAMS: level bearing is roqulrod for all sloped beams.
SOUTH SIDE TRS, PLRN Fax:763-428-4985 Jun 4 '01 12:19 P.01
'~. t-ll~ ~~r ~RO-::: -.----,
'.&11 Wood~g.IJ~" ;
June 4, 2001 12:06:52 Beaml
- ~. , -..", ',,' .:.4-_..
Design Check calculation Sheet
L.OADS: (Ib.. ....f, 0< p1f I
'I LC;Jd ! Ty'}:'e D1l'1l.tll.:ql.L:n
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Liv~
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Ful ~..I}D:,
t~i.:..JIHT.';:J,= ~CC<1":.lorl ItLJ
~f'.,lr~ ..,E;"ld ._. ----!!-~!:'1" End,
l12
2 6:'~
I F;.,;l:.r.c:'r,
L;j~d'?
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MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :
1
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fl;~,;t'in'J :
..i....+1n'Ji. II
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t:!')!i;
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LVL "-ply, 2.0E. 2950Fb, 1-3/4)(9.1/2", 3-Plys
Loa. combin"';on.: ",seE 7-95
SECTION VS. DESIGN CODE NDS-1997: << Ibs, Ibo.ft, or in .
~~i~~.;~~ri'::r, f,~.~ ~~~~ ~:~ \/:.~~~_..... ::IQll;:;n _ v~~~;'" Atl~: ~7uj;::';';~:.I~w' .....l
. i::o::rl:Jir:q!fol ;'1 - :191:i:-: Mt - :;~,';'40 M/Mr = C1_\W
. L.:.ve ~..~l'n O.~l t,/,rJ:i ,;.~:~ - L/.3r;O O,'.J(\)
L_7>~..t.al P.:..~!.::;_ i),~!'l == i../;:::'; :.:j;~.~-1L!.!!.9. (1.7~'
ADDITIONAL DATA:
F'ACTOR~:; : r (,:0 :;M G+: \,";1.. cr cv Ct'A c., LC~
rb'+ ." l'cl!", '~l , ,:l() 1 ,(...., I . r;o j..:::O::: 1 . f):! I "jOn , . (~(l , .:''-'1 2
f'y' . " Z:-iS 1 . ~l () 1,1':\: 1. :)0 !(,:u " 1.(lC:Ol ;Z
r"r'- S/.nl :. .0(,0 I . U~)
E;' - :~ . rJ oi llic(1 l,i,lC' I. ;;0 "
Rm1::!irlq(+:: I.e. ~ = D.L. M - lEjG~ lk:s-ft
Sh<Jar f.G' : '"" D.,.L. v ... ;:~!):, V~d - /.~CJ6 lbli
D~r1'.:(;l.i ;lll: L(:~ ;: = 1:'1'"'10 '::1- 75t:.ZQ!:06 11::":':"'I2/p1y
TOt.ill ;)'!!fll!!\':t.i~'n ~ 1.5:')(~'::!fln dead) .,. [J'l!fl~l l.ive.
(("':j~~(j 1..J i v~ S.H;I;~"'" W#;l.nd I-l.mpa-:.:l.- C";C'Qn5T:r':Jt:'tj~nl
i~l] LC'jli ~r~ li::l+:~d ir. ~!I'i! .~:.ily~ilS C'Jt.,pueJ
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I DESIGN NOTES:
1 . P_ verify thllthe defau_ deflection limits are appropriate for your IIflplicotion.
: 2. SCL..BEAMS (SlrucIurol Composite Lumber): the attached SCL selection 10 lor preliminary de.ign only. For final member design contact your local
: SC" monulllct.nr.
! 3. BUILT-UP SCL.BE.6.MS: contact manufacturer lor connlOtion details _Iea.o "" not applied equaily to all plys.
I .
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:
,
August 16, 2001
City of Prior Lake
17073 Adelmann St SE
Prior Lake MN 550372
Re: Building Permit
To Whom It May Concern:
The G1ynwater East Association board and interested homeowners have reviewed the
proposed roof extension being forwarded by Wensmann Homes, The roof extension will
extend over the outside steps of the upper two units of the six buildings in our complex.
We as the association board of directors approve the proposed roof extensions by
Wensmann Homes
Thank you,
fad tJ nu
Paul Scheunemann
President
Glynwater East Homeowner Association
..
PRIOR LAKE
INSPECTION
DEPARTMENT OF
BUILDING AND INSPECTION
SITEADDRESS ~~! ~~~D
TYPE OF WORK 'R...S ell'" -e",J'G CI'Yl Cc....-I____ u"'..~
USE OF BUILDING SPA
PERMIT NO. O!.:::-O 994- DATE ISSUED B. ~ - ?~I
BUILDER vJ..ev..s.~....... ~":... PHONE # r.1'Z-~1~71 11
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR
DATE
I. - - .I - ~/eeh/'oJ. ,'r W1h~ I I
PLACE NO CONCRETE UNTIL ABOVE tfAS BEEN\S~GNED
'FRAMING I ~~M I 10 4!QI
~~~ iV 101 (
, FINAL I ~\\\ I - - Or
Call between 8:00 and 9:00 A.M. for all Inspections
FOR ALL INSPECTIONS (952) 447-9850
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
.)j~
I
&J.-
OWNER
CONTR,
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
D)HSULATION
)lJ FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
,&1
I
j/7/J':.A-/"
~A&
/110,
DATE TIME
If/I..i;f '9 : 00
()I - 97'.f-
I
o EXIGRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
?
j WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT "K'\<rLL FOR REINSPECTION BEFORE COVERING
Inspector: -K ~ \\ttJ.I-o OWner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE,
CODE REQUIREMENTS Al E: FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE SCHEDULED I () .4- -01_ ;S: 3 D
.35/1/ 35/ ~ 3SOS:- 3503 ;
ADDRESS . 3467, 34--65
OWNER
CONTR,
PHONE NO.
PERMIT NO.
/ -194-
o FOOTING
^-.. ~ FOUNDATION
t'1 ~ FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXlGRADIFILLING
o COMPLAINT
o FIREPLACE Rl
o FIREPLACE FINAL
o GAS LINE AIR TST
o
COMMENTS:
.1ZLJ();::: /100 /liS
/
~ORK SATISFACTORY, PROCEED
o CORRECT ACTION . ~D PROCEED
o CORREC~, C ~LL FOR REINSPECTION BEFORE COVERING
Inspector: D - I~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
DATE TIME
CITY OF PRIOR LAKE 1 ~
INSPECTION NOTICE SCHEDULED /6 ../ ()- I /'--
3'1/PB-I..S- &~0t~
ADDRESS (14'5'3- '<?S .. '.-(./L~
OWNER GLlt/S- 'f%O~ ~
PHONE NO. PERMIT NO. / - q'? t.j
o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLlNG
o FOUNDA~ l 0 MECH RI 0 COMPLAINT
$FRAMING j-/Orc..n ~ 0 WATER HOOKUP 0 FIREPLACERI
o INSULATION 1(00'\ 0 SEWER HOOKUP 0 FIREPLACE FINAL
o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST
o SITE INSPECTION () 0 MECH FIN~~: ~ " ~d ('
COMMENTS: ~~v..( '..Iv, /~
,
~~~
./
~ORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WOR{. CALL FOR REINSPEcTION BEFORE COVERING
Inspector: _~ \J~ Owner/Contr:
CALL 447..9850 FOR TLE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSIVOTl
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PLUMBINC, PIPE
FIRECAULK ALL PENETRATIONS
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ROOF CONSTRUCTION
2~01; ASPHAL i SHINC,LES
151 FELT
112' O,S,B. BOARD SHEATHINC,
ROOF FRAMING TRUSSES a 2~' O.C,
W BLOWN INSULA TION
5/S" GYP BD CLG
CD
DETAIL a P- TRAP HOUSING
NOT TO SCALE
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2'-0'
2~OI ASPHALT SHINGLES ~
15~ FELT
1/2' O.S,B. BOARD SHEATHING~ ~
2'" ROOF TRUSSES a 12' O.C_
(HEM FIR ~2)
WALL CONSTRUCTION
2-2x' TOP PLATES
~- LAP VINYL SIDING
5/S' GYP BO SHEATHING IEXT)
2x' STUDS a 1,:. O,C,
5 112' BATT" INSULATION (R-I~)
~ Mil POLY VAPOR BARRIER
5/S' GYP BO liNT)
2'" SOLE PLATE
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FLOOR CONSTRUCTION
:;/~' GYPCRETE
(f 112" THERMAFLOOR UNDERLA YMENT OPTIONAl)
:;/~~TtG BLANOEX FLOORING"
". FLOOR TRUSSES a IU'/2~" O.C,
5 112" BATT INSULATION a END CHORD
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NOTES-
RETE OR MASONRY IS TO BE PRESSURE
'NeE TO DECAY
JOF VENT PER .300 SQ,FT. OF ROOF AREA,
"-MINIMUM
IG STARTER EDGE PER CODE OR EQUIVALENT
HE ABSOLUTE MINIMUM LOWEST PROJECTION
LESS ll-lAN 1S" ABOVE FINISHED FLOOR
YPSUM BOARD ON ONE SIDE OF FLOOR
~ FLOOR AREA
lUST BE 1 HOUR RATED & FlRECAULKED
) & BEFORE INSTALLA nON OF SEAM
LS MUST BE 1 HOUR RATED
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