HomeMy WebLinkAboutBuilding Permit 05-1061 Building Plans T
) T
CITY OF PRIOR LAKE
FF � POLICE
IF' J ` STATION
16200 EAGLE CREEK AVE. SE
PRIOR LAKE, MINNESOTA
A - _ -_ - CITY HALL
IF 111 4600 Im RIOR E, MINNESOTA
DAKOTA STREET
FF
FF I IF
P LAK
- I
d F4PRIOR LAKE
m. �� 16776 FISH POINT ROAD SE
145' i 68
_ , : ��
I FFRIR MINNESOTA
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aromasIF IF I
omnisFew
jjF
:ILIF III Ves setter
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Ir Is I
I FF FF If
, LAKE,
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FF 60
I Is it
FF
114
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cztee� ; _. _
A FF- III
orrl� ; orml� 32'
J� `� 125 186
x,_61, omnca aoox n (�l 2 4 _ '� 4 . .
mrs �-G �=ta
c�2 2 � ; r ALTERNATE NO , 1
c� I6 E
I FIX. 209F. -FF wO
MAIN L
ell i/Ib
494 1- (— r - -O
olls + ME PLAN I— Net
it CKWN -9- FLIFFILIFFIFFILIM- sit
4
• • zr n; 031011 ffi ' CCr1rAtAa 8 ,r' IF
■� . :emuums .._. ._ `F 95
t
. _ i:l
ELEVc AIR :..�: _ - -.Y . . _ J
SttAFT ! - - EttcLoE i ; ' 18 ! r , � 68' 6Is FF %
1 se Fit 305 ST, PETElt STREET
l amr�
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CCMII . _ r
Is
III
Per r
anax .r.w■ 282re
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bd .1
Co21Fffi�7CB 32 II !L. .. - _ � _ 1 }.._; s:,-- _ - 't ._ :__ f' - - . ` '-_ . It
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ROOM , . �i�Y� p( (b 7C■ ",; so
'
32 _ . _n.v_ . - - mem r ( - A[@tO 1-HREPL QA!lII10
_ . ,
Is.
1-t525T Pe17Ett' 61 � : ` 31 21 i - ( �iii.r.r.rii■.■�1 -__ �=-� SHAFT 2BJGL05URE
t HR STAIR
FF
EWaLOSURE
41
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IF
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C 61 _'. F.FL i '
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_ _ . . ALTERNATE NO . 1
LOWER LEVEL GORE PLAN G4 LOWER LEVEL CODE PLAN MAIN LEVEL CODE PLAN
G6
G1 1/16"=1 '—O" 1/16"= 1'-On LEralD
1/16 " =1 '-O" -•—•--- I HOUR RATED SE3'ARATION, 60 MIN
OPB7I II
—•-- 2 HaUR RATED SEPARATION, 90 MIN
4 HOUR RATED CORRIDOR ISO Is
I ' DOORS (oli REQUEST)
' j O OCGUPAIICY LOAD I
0
T
-„r - --- rt� I.ILL —FF &L IIFF - - .. . - ---- --- .. _ . _ OT FRIT LOAD
_ 2000 MG, TABLE 100322,2
4 0 A556F&3LY WITHOUr FD(W SEATS
PANTs
UNOOfL'ETTRATrD 15 NET
(TABLES AM C
81,61AREAS IRAIRS)
1 5100 G42055
EXEZ.Lce ROOMS 50 GROSS
-+ ... _ P I LOGK62 ROOMS 6RDS
_ --
_ . . p i :-__ . PARD-Y GARAGED 200 GROSS
i
-. t�LHPd11GAL Efii IIPNBtI' ROOM STORAGE AREAS 300 GROSS
300 Gi20r.S5
� rw( ( amm3lcs 109 I ' -
a a 1 111 °�'�� -; •aTfaBz THAN FIWP SEATING AREAS
0 0 o g o >r°°u 2000 IBC, 100322.9
a a 20 �2 F%Z SHAFT WALL OCCIPANT LOAD = I PERSON PER 18* OF SEATING
cow
� vy `vy aan 8 % ""` - - - - T - - - -- -Fitte FF _ _
. . • i - - -. 2000 IDG I & TABLE 100323.
::-: :- R • ! ._ ■ OCOUI PAW LOAD x2o = WIDTH IN DI FOR STAIRS••
. , I • :�li OCC,tPAW LOAD x.15 = WIDTH IN INCrE'5 FOR OTTER
. . . '.
is
.nom 2 - .r( r, .. v(�• @tCA_051AZE ! EGt £ CONf�OrH•Ir5•<
E rtit I
1 HR FLOOR !'.�..; it #
_ :vm E : SHAFT -
Dl jj ` ssl � . ; �. ,'" l = , AUTOMA77L 5} .B2
m -- - �� - SYSTEM
�'AT 1 i - �=E-2 FR STAIR ' " f9A.LY 5PRkVKL1�
Lailli IF, IF
` / It I
AMOCO 41 ® 14�R H.IY� �_ 24R STA21? i
I-HR STAIR - m SHAFT 42 EfYLosUFv_ .:.. -
a1cLo5tmE —�
vim, -. _ nFF --
__._
FF FF:
. -Fee I _ 'FI.'
.. _
G - - IIII-F. IF
I
FF
f UPPER LEVEL GG PLAN �6 MECHANICAL LEVEL CODE PLAN 050CLI
P' 1 O" Fee
—O"
111FLT as
GODS ANALYSIS I ar � le li. � 111 w �,wt .D(
111: 0 3. G1�AL BUILDING fIEI6NT AND AREAS (Cont'd) vt 10 Dior m�Rolm
of my on ma m
aat I
=w Ion M t>n btDte m F1It4ErA
'm'Pet 2000 IBC 4. 7RAVS DLSTANG} �o
1. OCCUPANCY 2.000 IBC ITEM DISTANCE AL,LOVeM
Required 5eparatlon
° 2000 IBG GROUP 5ectlon 506
Section 303 A-3 (Most Restrictive) VONE Area Modifications TtfSle 10042.4 B 300 Ft ' x N"mbw xxxxx 9"t• XMWI) x
B 40NE <•< b, GROLP (Eauatlon 5-12 Seaton 304 Incidental Llses: —( Revisions Date No.
Table 10042.4 A3 250 it
,n 7dule 302.1.1 _ Stan Pow,, >fOO s.f. O tIR (Per 203 5BG PR-03)
° - Boller Roan O HR ' A-3 A(a) = As + A(t)I(fJ + A¢)I(sJ rF l W x695 l 20
y � too � �) = 100 P - 025 � = too b� - o =J � too4ss common Path of F.gess too ft (Groups B, 5, 1)
a.• Na aced use per 30232. 75 Ft (Group A)
r,sepa' p 9500 x 50 9500 x 200
2. CF0%7V1GTION TYPE/ FA T TYPE As = 9500 + too + 100 I(f) = 100 x 0.75 x 0.67 = 50 • 56C ON 903, Fully 5prinklered, Automatic sprinkler system
G 2000 IDC
Tdole 11602 IIB = 95oo + 4,750 + 19.000 = 33,250 sf per floor
C EIRE FIRE
Section 503.3 Comm 042181
Lem Lee
BUILDING ELL�1131T RESISTANCE BUILD4MENT RESISTANCE Area Determination Date 8/01/05
'U D Ext, Bearing walls O HR 5EGT7DN 33,250 (maximum floor area) x story (maximum) = 66500 sf (mcacimum building area) Drawn AI-
tN m O Int. Efearing walls o HR vertkai 1 )fit/ 2HR •• ng PLUMBING FIXTURE GOUNT
p J J Non-Bearm9 wails Ext' 0 HR 5EGTTOUZI / DAYTIME U5E North Check � f
structural Frame o FIR GorNdor I FR • 5EGTIoN 9034 Fully sprlrklered, Autones sprinkler s,ptem,
A Floor & Floor/Gelling 0 HR
Roofs & Roof/Ceiling O HR vertkai�Gums I FR 1. ACTUAL POPULATION Its wao-et _ corffiDW CITY HALL
5£GTIOt`32 2980"APICI s 299O"Apatts 5WOc4rpont5 CODE PLANS
2 HR Construction t5 required at shafts connecting Exit Past I HR. ACTUAL. ACTUAL ACTUAL 2, FIXTURE RATIO
�tp� I r .v . I Main Level er Level Penthouse Level TOTAL (GROUP) 2000 IBC NIG LF6fal Lav wC Lov. 1hTn 5erYke
[Or05 VI Vol ��— TABLE 2902.1 1:50 < 2/3 of VI 1:80 1:50 1:80 _ �OLyI 5189
G14,710 9f 12,410 9f 5b5o sf 2,350 sF 35,120 sf
t l.� 3, RX IFFIs R b wG None• 5 Lai 6 Is 5 LaI 1:100 1
0 sf 2P900 sf 0 sf o sF 2,300 sf
3. G NSZAL BUILDING H96 4T AND AREAS B 4. AGTVAL Frxnmrs••• M81 worm+ s 6 DF 155
5 WC t LPirnl 5 Lass 6 M 5 Loss
S 2000 IBG A3 eliding 14,710 sf FFFAFAF�14,710 sf 5b5o sf 2,350 sF 37,420 sf Ys ��u;i� 1 � Scale: 1/16(=,'-D•
Table .503 1 �{' " 419.2, ik•tnols may not be sabstituted for more tha, bI of the required Hater closets. '
H Allowable Height �ectlon 504 ?� �� 11��
and Building Areas eight Nbdificatfon5INIF Wilk
M a, GROUP TYPE IIB - 55 feet — ---- Total Bu AUSIC
A-3 2 SPorie9 Wilt hkiered
WOO sf per floor +15 + ,20 feet a
E $ 4 WIF105 Full 9`� 5pr hklered
SHAFT FF
?3,000 5P per Ploor +I 5ticei 20 Peet
ETT- 1 I
V.sc
� 5Its IFiolos
T T
I 2 3 4 b 6 7 8 S 1D
CITY OF PRIOR LAKE
FLOOR PLAN KEYNOTES; POLICE
O BOUNWo 5M DTL X/2_I STATION
16200 EAGLE CREEK AVE. SE
A O W RPRFERRIIROOOF�ME113RRAANESYSTat. PRIOR LAKE, MINNESOTA
f TO EKTetD FROM CITY HALL
- GRADE TO BOTFOM OF F116, TYP. 4600 DAKOTA STREET
SEE CIVIL.. FOR GOP�TION TO 5TORM
st3'iH2. PRIOR LAKE, MINNESOTA
PRIOR LAKE
16776 FISH POINT ROAD SE
PRIOR LAKE, MINNESOTA
a
:TS AND ENGINEERS
e
305 ST, PETER Soriiuno
11 .1 12 13 13.1) 14?18�
17
2 , (3r4) 5 6 7 8 Q 1O 11 11 ,1 12 13 13 , 14 15 16 •
to
FLOOR PLAN GH�-RAL 140Tf5k
I I I I I A
None
No
I. Refer to details of rnretowtbn fon
a.Atbnevtatbro, material srprbols seatbn 1-1.
b. wash" iek)b seaaa to
C 156' 7° I I I I I 4 uet Wiaiduls swan H.
I ( I o I I 9'-10" I T-O" I 4'-10" Ib'-10" 17'-b° t "I t0'-O" 6'-8" '-b , 14'-8" 1'-2 P,�nosh ty s�tnn w� sl. 3.2
23=5. 7._3. 3._. f ,.5. t4._O, ; . 118°
' ; . , . . : , . . . : . . . ( .Wail ab section 42
1 10
I tl" 15,_8" 1 8 , 1 8" b,-0" . 2 6• . b ,_8� Z'_8" 6 O 21_0 h_8• h Cicei el ons old details eectkoro
/'�\ 43 arcl 4-6.
�J ®
J. Markar board teas and m ivi"
I ( ff4 heats xctlon 4-7.
A Q. - — _ _ _ ( f�, ) O k. Door and opens g schsdule section Si.
� . 1. Stay eectkm bl
m.5aecfakbs section 7-1.
O "r The drove sectors are listed for reference
m m and and are rat a Ivwai to areas of work.
TIJ `I-ollsom I Allydetdb shall be ravlewed far eroPe oP work.
�4 Not" O _ — — — lan climpoinalons puts _
%
- hi oduai tMcimess. tool to Pace of wall.
plb , . . . O . . 2 � fm toont are ehorm rwvntlal, see wall
fit, e
_ els
2
IK B 3. Wali m sidcate tame rtcterni onl Ref
T' I I ry I w - ® , I to Pt schedule 41 For /nnhen.
— 4. AN concrete block tells are to be B' thick
Alless otherwise noted.
_ 5. All metal stud tolls are to be 51 thick ills»
— m
offiliftfts
D G m b' ;dam wee lm id location
Floors all dt; M� arm
1,-0„ 3=0" 2' O° -� . . - to Ell?
b m (STAIR G Mm, Provide Intali required lhtals For openhgs
oq -O" , , b -O" . , 10'-4 % 6'-O" O 4 ( YAR
❑ :
7
7 I I I I I I I I I aP elf a� with Fisch,I ---_ g- - 7. R•ovkb for and veN lowtwn, etas and
t6s pqsc. 1 pwlN Meth, aYl Beat
lans, sectnre and details.
s>, & Rartfs a4 racrole ads h lutol
.p ._ y 6 20'-g' rane' orobd an way kn
. p
. . ord eedbm.
4'-0• 4'-O' 4'-8' , i '-9° 12'-2" 12:_° 4 Ir< y.._._ v. At vasrs�• teod.. ad act aqe ve axm
IN OFFILE MBD t'BD q" 5• N m wgewsd nrh ,ahadj. can sotaml.
°�. I tl7 I I 5" 5I/ rl . ( Rev,sr Lisch bra•
� c •k 4 to b. both s�dssl5 0 6-i rrairps �t,kab. xo InrtalY on
a O '
5TOFLAGE I _ It Reter�detat� Icor lFB rta.dhg cbtmb.
F S
of' " y I 61 L7$-
G4 I it'-7 4' i 2 1 7 . Q ra rot van mlwk ansam.
g�_ �� LD34 =t ®. Nero;- '� o'ti" " 6'-t '• o' O° T 6' - T-4" 6'-O° —5• c• \ Nope alJ¢erdfoolstocan
LJ Ar
IINNN—N oNNN—INo 'A of 1.
. _to No
_ 4 2 - aaardhaeswan a AP .ani effirc or.rOE
= 7 r 2b _8, 1 _g See rstbcted wi Fat® . . — ' —
T) —
If-
— — — OPEN OFFICE I .I 2 I located h call" and wits memos cea�kp.
r
-- _- . -- -_ -- -- _ — ININ
_ bc}rrol dedcee to mMiaYwl ad
5. �/d}e! Il likkeee d gp. bd ad cavae back
It
to
D I N I Ib w ret{Mtl to 1roHa
s
N1 qa I 4'-0 4'-04 I &) I 3 2 -10' f6. w2ow itMx Ae rmns rah oq,oe.d wrwp" the
G — — — — — — — — - - � lxtI =tItmraean
— f- I G daanim hiptb Ne
O I O to to
4 I® c I I 'j' ( Des>atiU ills
�./j 4._�• h - I tMt nedWcal alws to Related
T in m f!. LTO. _ • Li nps Rlabcr
.I 13 bpptg a: rooee ,keh a.s„a Ills flour.
R G6 � fit I a See Petal K3 Nr deprsoeed eldr or wicrole
INN
a I I 3 14 _8 1 O" 5° 9' it" I -
z4'_5" I di \'�!' OPO OFFME I 3A HI I ( I - I' • •.I • •
4z I ( I I
2 PRWF/FILE _5„ s• 06° ry .
f n� 9'_6" - — - - - - - - - - ee — 5l "5' 8,_9" — I - -
- — — K .
NALL $ _ Lp OPEN OFFICE
Ilk in I Ff9 GOtt n 1 t in
NJ A5 O ,\ � st
m I 6 Ii"
dd
its (Pi 1'-b°
i SEG. ( s -;012
p O - :� ,6 -4 7/8' ( pow "x` this uWr m ton asloodflooft of n Mrd
I I , � Mwam a
j �� 7 GOO' I TO : In . , O t 6j hp �' I 'I ry F* yiA Its Ion a to State of f11ill fA
.� m rl , 9-0 :p a
'r'� GONF. . , 5TAIR "b 'V \ S IS'-10 1/2" • p GONE.
---- - I D, ® , . I I 6014 A , � 12, 9._b. O fl Naobr )Of7U0( Dab XX/XX/XX
q /
9'-6• O ry IB 11' g VAR �7 �, 'h
1 • 9 4' �._,.. I =1 5„ - ® TOILET - - 1 I . I I t I Revisions Date No.
GONF. ";� � jb - HALL .0 GONE
MBD n GOO( :n Jr, No
7 jilt �. 12 -7" in T-4" • ,3 -b". , A'-ll' T-4" 5'�T[V ' 5'-10" 2No 2 O O 13'-II V"' -
IK it
y,_bn y n
GI j _ L . nA " �_4" 4.. I• b4. 2 _o. �,-0, \�, 1• 9'-b•
C = 2 -0 SIS, HALL nl F$ g.. — 7 S
- v iZ TO K - - Comm oa2lel
L cots q 5. ' 4° ` 0 2 Ito Date 7/07/05
4 j �� rc . ` { ,� n 5 I ,. Drawn a
o � I IN
sAIR i1iIiII I 7 "" _ r - - - - - - _ — North Check JH
EOUIP
GOib GOI7 9-O IT
M J — i. 9' b 9-0 > � I M I I CITY HALL
N1 m — — — '' —
-. , _ - -
- — — — — , a . — LOWER LEVEL
F N a' 7TH I '3" } LB — — — - — — �U�_F �� rv ;_6. — — — 39_3 — — — — 9'-10° N 21'-2° 1-2" FLOOR PLAN
N try VV 2 88 P_II" p_g• '
DATA —
H 11 N7 F6 i H9 Hb 2'
M AL ERNA E # 1 Scale: ve•=t' o•
H2 LOWER LEVEL FLOOR PL?�N H8 LOWER LEVEL
T T
2 3 4 5 6 7 . e . 9 iD IN
t
WY OF PRIOR LAKE
POLICE
STATION
16200 EAGLE CREEK AVE. S
PRIOR LAKE, MINNESOTA
A CITY HALL
4600 DAKOTA STREET
PRIOR LAKE, MINNESOTA
PRIOR LAKE
16776 FISH POINT ROAD SE
PRIOR LAKE, MINNESOTA
e
e
1 j 2 ; �3f4 5 6 7 a a 1O 11 11 . 1 12 13 13 . 14 15 16
FLOOR PLAN 6B�RAL NOTESI
1. Fiafr to details of ranstructirn ion
a.AMreNaFtons, Material arlools section IA
4 M section H3.
C 156 7" a Lttl xtrw4 wctkr, fa.
I, g" tl./elalc ab oeiall ,mil tyim section s•2
23._5. I T-3" I a ._"I 12'- I N'-O° I 9''10" I T-O° 14'-10 Ib'90° 17'-6" I -4 " 10'-0° 6'-8" 2'-6 ; 14'-8° I'-2° It" e.tanel• yee sedan 34.
. , . . . , , . „ . : . , . . . . P. NaonfMh Jvdile eeclbn 4l.
g.Wall Noir section 4--9
h. Wo1V Hoer sectionotio 4-3.
1. 4*5 aid 'k e,evatbnal and details sectbrm
H4 J. Maker board tjoes and mouitt,g
An AP t191gft89 tlal 4-7.
— O- — — — — — — kGUa and opening sarnowto eection 5-t.
L ."tae• sectlon tri.
m.�eaaltA section 7-1.
¢� l}r oboiNe sections as listed for rafineme
• ,� only, and ae rot D=IvsNe to anew of work
IF qFF — o - _ , o �'�y^ - _ _ _ _ All detbb shall be reviewed fa scope oP nark
= 2 All Plan dmerebro aro romiml to face of rmll.
' n ... F °S PVYcgreeeee a k rlaneal, see wail
///'''\�� m - All
-rftlftlftl — — m . : —. . .. - - 3, Mall ttpes Mcahe Wale material w4, Refer
B to inmmhh schedule 4-I fa fineMs.
4, All carcrats block walls are to be e° thick
tmlesa otherwbe rated.
5. All metal stud walks an to be 59 thick mkim
D I ( I oHlefwlse fated.
Cow* at coo rete sire ad location of all drat and
iD - G,2@
I' to 2'-O" 9 Mee lintel schedule,
le, IIs and Inters with Meeh old
g Sec. Provide all regi2rod Intents Fa open",
7. provide fa a d Verify lowkfai, size and
qu, ankfFy oP all aq�pment ads with Mach, ad
o 2'-2 V4' GtYt ec. �oa�7hate� (ocatlon with Mach. and El".
} } I I I I I I I I o plarm, sections and detalla.
�droosaIesNA In
Jalcal
ad ..daa,.
JEAN
All ratida loud" od dart dvn ore not to
r„�„`r,� I'-il" a ceey,msa Rtmwmeaesmy wou nmtsrara
nvergs for
ban, edee see " doors,
0000 `c GY{a :o tar. Alternesad e " to rs, haddls a,
it Rater to ani 9/44 For FSIs mawAg derails.
_ ;
�3SSt � = I w
.ii til 6t T / 4ra 9
. 3 PE • Fie saagdnr
Fs • fle WateR
N I I h f 2• t3 -6° t2 f%ld vara all nah"k anwsam.
ry
E 11\I 3 �, -' 5',0. T_a. b'-` _ . 6, O" .— , . . FoPe p,
®. Mena icor d-de r t sham on A•cMtech
7'-3° ti'- 7'-4" b'-O" m noon to dam.
1 O N `��• G / 1 • , , r . " , fv 14. M� Mceee FIgnstor Rani nuebe•.
1� I I / ( p� 7I" AN S" pions
® lg3y G128 I j I I ] it ® 'o �\ loaded nSee nwlInp old war Win laricet�ngs.
`7Bn GHP'hB13Z5 I = / I doordrie bF of M Mh ssch, cWmlar.
6'-T ,
- - - - 7 710
13 ;gym I „� ,;Ixt and for redlizaa �OFFICE \ electrical dates.
G,O4 ; — - - — - - 1aPaoli � 1ewa�am m�porait"sVdccddm the1Z'-3- 3'12 9 - 8 1'-7" r Gyyti 2 9 26,-0• 1 OTft ' t> 0 F�blond lie lowest � ncd9'-6" I '-0° V'-8" '-b, f4'-8" th>: esdtatal eland ba estdled.
�J B �s
c -
,n GONF v U u Hf 18 Sao
1.71.
. lair tps entr,
V -81/'' " • ( I Ig m. &w oioml f43 tar mpvwdsid+ or rarcrsln
tglptg ee ,aare war, aeawa ale naa".
'g .
O W3 8'-O'T'@D i- i g._q. �" 2 a ; F' SE 4' 7�_g• 4" ,1 ", 4" O HI xo, 4�5 ,,_7.
q -b° 0
I27
• ` 18-0 SILL _ 2' 2'-8" 2'-a
;a O
If, ® I w , N I . . c — I ' d' = - , ` / 1 1 ° 4-5 B - 8 4,-b. b'a" 6'-8` 6 -0'
H = oILET ons j m RASE N
a
-r STORAGE 5 43 l Oi OFFICE Gtf3 `t STAIR B 7 ec STORAGE
= — -
J _
G102 5 Gttt 9'-0" in - — V TA/
` O 9._b„ �. COPY - - - 117 O
� q, " m
ry 1 - I i N O i V' � � � 6 w O -
G10B = '-b" 4si m GWtI I I
0 - 9'-b' I I I I Iv / 14,_7„ al pFMaaed uWowilly that D�s my dredur � or
an than I
care_ 4 ',5 ;� I 1 -��, 7 7 7 ? t e len ar the smote of NTLMRa�arT A ode
T4 z m *_ ' MUD/C-C>bJiP. �' 4• � �, I O q-0 1 I 1 GSE t1 2, 9 — — — — — m
' ,
0 G10) OFFIG - r -
m ® ', SP 9'-G'i AV in 7 p r,E - - - -
LV 6,_7„ - - 69 GI76 ftlftftG115 g[�r ' 1 I,_a" 7' 4• 'q 1 -24 1' i i O ;p R Number 70(%1DC Data X%M%/70C
' G v Revisions Date No.
JI Al�
Aid
-
i n
0 In J �� a vT s --r I - , I , - STAIR
- i -10' S,1" g � • 5° b'-II" 4" ,SS -2" '-4" 5'-0' -U IS'-10" t0'-b° 2'-1 '
_ AIR L t � : , : : " . : . 4, % • 2, 2. " , 2 , 9 - Gam , O
c J \\ caoA Gfd,O c G1f0 I Bt I ' i _" len A L4' 2,- O . .' p HALL B :� I I A O a
q'-b' 43 112 5" GI22 4i H 6 3D I I O o•
w DOYUi
8'-8 ' I ' - 4,
Fft-
X - 't I
•C D K 1� ' 4 ..il - - I _I 4,_g�, s. 14,_x„ t, Il,_g• ft' . 4•_iOu — H.-0,� — i p — — m . : N — m Comm �21B�
1 .4.�,
o o , , � r . - � I Date
> a a) q I �_ N c Drawn AL
I OF T_ — ° 0 0 3 I 4 ' cWt o i M ( t2'-O•tow m North Check ng
u _
AN A. I
— -_-
l
TOILET T — -
'Irl>l 6120 �T. I I 1 v CITY HALL
H, .11J... t� \. �__.- r 9 �• G1� F O I :� 5TORAGE 4
_ _ _ -_ _ y G13t MAIN LEVEL
F N 2 q I 4 2 T FLOOR PLAN
rl .__. 1 - - i _
9 Ua __ .-.
�7 I I ' � - - l
Ht Fi5 H2 o ftfte� I 20,,4" p_g.
w HY Ifi H9
l 1
2 7 7 1 F2 201_4• , � H1 Scale: l/8'=1'-0-
M i - - - - - -
ALTERNATE #1
E HZ MANN LEVEL FLOOR PLAN H8 t MAIN
o' LEVEL ff Aft
T
T
4 5 6 7 6 9 10
2
CITY OF PRIOR LAID=
POLICE
STATION
16200 EAGLE CREEK AVE. SE
PRIOR LAKE, MINNESOTA
A CITY HALL
4600 DAKOTA STREET
PRIOR LAKE, MINNESOTA
PRIOR LAKE
16776 FISH POINT ROAD SE
PRIOR LAKE, MINNESOTA
B
AttcHITECTS .vNi) ENGINEERS
e
I
11 . i T
T
13 . ) 14 15 16 ,
FLOOR PLAN GL�H2AL NOTES.
TS
Refer to details of umshwUm ton
C 1 a.Pbbreviati", material syNzb section 1-i.
b. ,budtig I»gMe extq, Fa.
1
c.
h =
eched�b sztgl H.
• I I _ I -,_�.I ( 14'-10" I6'-10" 1T-6" IO'-O" d.rovka avl arinn Holl hpss seckim 9-z
. . i '-3' I< '-5" A'_O° 6'-8" '-6, ' 14'-8" 1'4 1'-8° e.lauver Upas sedul3i.
_3 , _ . . . . 11" f. Ram Itbh Odedds secllon 4i.
01
g.Woll byes swAlm 4-2.
h. WaIV Floor sectbn 43.
L Gaeererk elevations and details seGtlore
4-5 and 4-0.
J. Marker bo hpes ad momt"
tekls section 7.
1 O, , k Lisa- od opanty ed.edule section 5-i.
I. Stas- aecHm 6-I.
mSp�iaitles section 74
m I The above smatters are listed for reference
mly, and one not exclusive to areas of Rork
'h All detalls shall be wvtew d for scope of Hark.
Z All pIm dmeretoro aro nomMl to faces a Hail.
Vial] thldmesses arc sham rw l• see Holl
types for actual thbblsss.
L 9. Wall tomes trdbte abase material anly. Refer
— — to f1h sct»rille 4-1 for fYdsteo.
j I I 4. All conn ate block rails are to be B' thIpk
mlinp l5. All metal shdmils are to be 50 thbk mless
D I I I I othetimmilse d
6. Goordyate abeand bcabn tof all duct and
G1 shall: open" In Haile and floors Hilh Hoch. aid
oElea. Provide all recyaed IMels Por operogs,
q ,� q See lintel schedule.
all ec�pment pals Ke
h ai and
53•-4" 19'-4° 7. Provide Pm ad verify Io=I:R , sbe and
To I
M, Goctiors a ocotbn rtth Meeh aha Ciec,
less;" eedbme and asialia.
e, bawds a [ on ate ane nmpld al
m J J m • D _.— I p
9. All rasater babrs u" acct drops oro rot to
ReNaa mutat, t r
to. A slayand rcagsbrocetro �k+d ass on materials,riall
_ OO I I bilh Oltlee. fNSee deloesd
M iL Rehr to det11 44-9 ta- ttNH noudhg dekmb.
N •f. •fN N
' I ON i'-4" 6 '-C ` . . T- F" . . 6' O" . . T-4° 6' 7._4. 6'_O" ,_8 tbcr to don
2 b v" all Mllwrkdrgeia»
9. liters fbar doe we slam m
kpe adJsad
1K. IPO . Awes Parol mdw,
- NEWgb 5APO ° 5" Acorn Farb mvb.*r
a
31 ( Coora locatbn 1 o AP
WITS �i iW•
n oslmy. ael mals abos rdliqL
-- , r - - � =-_ _ — — — � a AddtHonthvxrwwgr,. ma-daarvr. wak
F Nolo as r dbvk to pna47e fm Indaueai ani
� i ebarrrl drut:es.
m ;
OFFICE OFFICE — — I — — —
OEEXE 20 ® 1 I I 1D. ® At ]Name Hdlg Ogloeed ceirrp, the
• 4 COW 20 6„ g 9'-6• iV "t r>dnsbn n p raft 1. ame to b the
DH51mJ hetglt tM! Igt tlduw as o be
9'_b° � RR 17. Lie_ _ • Loc w 11pe IUeer
o uS u ^ I FB
O '+, ; 4^ ; i2•_O t/^. I T,504` 46'-5 V2.. G2 See to" mare l@h caasc the tkws, rob
at 743 for dFsrsad slob m aero
it
in . . 5; 5: �� _ GONE. :o
O le'-II ' V4-sy 0210 ro
81-01
f ISD 1 _ - -
u — 4 cart — — —
1"1 1._4. 2
Gaud TGILET _ 1 5TA1R B
AvNO
2714
OFFICE `�' 8'-O' mIVELE 13
DA 211
I
OPEN OFFICE fn . . I ;t i i W 1 arUy that tib moa �a roPat ro•
U a uMs y and Nal I
IV 7 m v, I I G�15 I On.Er 1 - ( I I9WV m a mly legktssl mds
to g•{2• ch 1ON the loss of De Sims of H�A
• rlC4I� .^• 5" ^ 8-0 ill
p 0 OFFICE m T ^ i
u� 20 c °-�' t 4= . i4" - 5 OPEN 19 BB.OH 2' 4 R NYoba 10000C( Dats XXIXWXX
b 5^ a 1 I I Revisions Date No.
ul U1 G p 61 p O • t _� . 20 OJ
E t 5'-7" #R
ala I ;o ( fi-1 I t,_ 'di�_Oo 1,_O; -0" .� Nusur
_ O
K — 8 v, — LOBBY 9'-10" - Comm
9'-b' G216 y' ® Date 7/07/05
•N ; O 4 / , 1Np i OPEN TO fr1 8'-0° 6-1 I I N i AL
5tAIR A - _
o J J — — _ - North Check JH
WON CITY HALL
— UPPER LEVEL
el-3'I II �, I FLOOR PLAty
I
s — Q H2
M Fz
Scale: va'=1'-o•
E2
H2 UPPER LE�/EL FLOOR PL?tNff ID Allah
E lis °= r-o" 1
T —f—
t 2 _ 4 5 . p . 7 -
1p
CITY OF PRIOR LAKE
POLICE
STATION
16200 EAGLE CREEK AVE. SE
A PRIOR LAKE, MINNESOTA
CITY HALL
4600 DAKOTA STREET
PRIOR LAKE, MINNESOTA
PRIOR LAKE
16776 FISH POINT ROAD SE
PRIOR LAKE, MINNESOTA
e
E� 651*223s5646 TEL, 651,227a7773
e
1 Cl ( 3 Y 4 5 6 7 b Q T
T
r
14 15 16
HOOK PLAN GENCRAL NOTE5.
1. Refer to detalls of cmetrvcitn For°
156 7°
a.Abbrovlatlons, notarial mynbols sec ion 1-1.
t t
b. tadag raga seam, l-2.
I 3P- I I I I ( 9'-l0" I 7'_O" I 4'-10" , b'-10° 1T-b" -4 " 10'-0" 6'-B" '-6 ', 14'48 13.2° 1 -8' toes rctbn 54
0 5" T-3` . , 3'-'i' , 12 '-5" kF'-O" ° d.rbeeN ad arteb ,au tyre e.emn 32.
2
. It" f. Rmn Mahhssdetlub Mdbn MI.
, • g.Wall typae section 4-2.
I I h. Miall/ Floor eecpon 43.
1. Gasemork elevations art details Boal ae
A lnq
its extbn 7.
lR Maboard
kQ hpm and moot
k Wor and opening whe&lo section !H.
1. 5tca section 604.
fp
m5peclaWas section 7-1.
1ta above eectkaa aro listed for r'efa'erce
only ad ore rot exalusNe to meas of mock
_ All detatis shall be reNeWd for acopa of ruck
I I I I I I I I Z VatMdirnanslone are I � t� uF l N.
Hall cvweare sowno ie xal
_ _
3.Zt Nalll rs Wcato bass material my. Refer
to fine scherLb 4i for Fhbhee.
All concrete black mils are to be 68 thick
lmlese oNiertaea noted,
a p / I I 5, All metal ehd xalle a-o to be 5' thick unless
ot' e %o noted,
6. coordinate aim and location of all drk and
p q 7 lem. PrOpA all requred hotels for open".
alcFt " In nal is ad Floors HNh Hecht and
doo
Sine lintel admdile.
7.
Provide ofor
�aid Vo" location, aze and
ishle
and
Az amach* and leect
pkae, eectbro ad detab.
rvcsa ,aeeamHed. plva
''. m U V m • D 6. Ftrni dl coaaste ads in ffWlatcal
_ I ad ..al".
mwp . rfhh sumo ody mil6r1�
�a Gi 4 I 9. All tae.sf.r l.mlxs ad d.ct dap. orn n>t to
oapp ( I I I ReNev tbrA badt2 fay yoga,
iD. drolb m
both eidn. 6r' dakft la
._ -.
it, Retr to dela) 3/43 For FHFB mWtg detdis.
n •nNN
I I I I I I I I I I ff • f"
I I F9 . Fre bimf<t.
z 2 Aekt .wty all nlll o k dlu a ns.
� E B. Vn; flow 46" ons BWM ups o jow tt IIW to 4rrtn on MdVttscA
uj � a
1 p
a m 1 5EB Atx FOR ROOF P4A4 I M s"w a fearq Aces" ttral mabr.
coorcaote krotWn of An Mh ca*vctar.
Son kca�din�" �tmild m /� ca h9k
6. /djnt Holl tltinme of %P. bd ad anoints burl.
ra Pemide for nedara ad ebckkli dw4ul�.
iN
ib• ® At roar Nlh s?osed calM1gr, tro
dtmnebn h prmtMsb tocsins tis
• G — _— — — — — — — — — �"» m; a
fl�
a . ad�da bresthagtNrt
ma mediotol dwN be I stolbd.
DI h U0 _ • Locke, npe Hair
0
le. see Paid[ A13 For depr.wed slab or worsts
roam rel, a,eama ,ro fuss.
FIr
H - - - - - - -
"✓ ( I 5TAIR 5
0 13E R3
4.110USEKEF PAD, SEE .X/4-3 O
.. y � � � sff MECK I�}}.,smAND TYPI . __
O A15cIFOR ROOF t ILf1m ( I I SEE DLDrW70 Y3 6-t _ WidlicAm-
{ bye tlr my�aect bo`m bast i
N N the IBM M the State H MRAF50FA AFZHREEPT ��
O ' ° W;CHANIGAL
• 0 ❑ ( 201 N
VAR ( I m R#gMmft Nuaft x>OM pole
a I I Revisions Date No.
m b-I
0
J -1-
G v I I I I G20,
v TWTAIO5TAU
0 D5 SEE PTL X/X X
v K
al -- — = I, Date Comm 042,01
bb'- 7/07/05
V m o —
Q J 1 II I/4' — I I 11 V Drawn AL
A I I - ( - -
mNorth Check Jct
M Y I I CITY HALL
- - - - - _ - D3 - - MECHANICAL
II I
LEVEL
FLOOR PLAN
H
M Scale: vin'=r-o'
E H2 MECHANICAL LEVEL FLOOR PLAN
T T
i 2 3 . . d 5 g 7 R 9
10
ROOF PLAN CITY OF PRIOR LAKE
GENERAL NOTES, POLICE
1, TAPS;MD ROOF I16iLATION %WALL SLOPE AT V4' STATION
PER 1'-0'. TEE TNIGKIE55 OF T -E BASE
INSULATION I5 5HOM IN DETAIL 3-5. 16200 EAGLE CREEK AVE, SE
A 2 SHOP DRAWING DESIGN AND INSTALLATION OF PRIOR LAKE, MINNESOTA
TAPERED MWLATIONMISTA660I. NTFOR CITY HALL
CAMBER IN STRUCTURE TO D IRE THAT T rE
ROOF DRAINS AS DEIGNED, 4600 DAKOTA STREET
_\` 3. PROVIDE TAPERED R151LATION TRANSITION AS PRIOR LAKE, MINNESOTA
RE3111RED AT GRAVEL STOP/ INSULATION CROSS
ELOPE CONDITIONS TYPICAL.
4, AT W41is OPENINGS AND CVR% ON ROOF, PRIOR LAKE
PROVIDE CRICKETS AS RriRMED FOR
POSITNP DRAINAGE 16776 FISH POINT ROAD SE
.. 5. hEGHANIGAL TEEM LOCATIONS ARE SHOWN FOR
PRIOR LAKE, MINNESOTA
REFERENCE ON-Y. RHI2 TO MEGH. DRANNC{
FOR BMW OF MrS,H. EI AND SIZE AND
LOCATION OF ALL ROOF PENETRATIONS.
6, ALL MECHANICAL AND E XLTTRTCAL ROOFTOP
PARRIED, PIPIIIG, CONDUIT. ETC, TO BEPATNRH�.
PROVIDE OJRB5
ALL ROOF HaRTED
s r. EQUIP?1W PPRaJ�me OJM ToBaise OSP mVE
DRAINAGE VERIFY LOCATION AND SITE W/
bECHANIGAIJ ELECTRICAL.
8, REFER TO DETAIL /3-5 FOR PEETRATION5 OF
VENTS TNRCUSH ROOF.
9, REFER TO DETAIL /3'' FOR ROOF EYIRP. URB
DETAILS. ARCHITECTSAND ENGINEERS
10. REAR TO DETAIL /I FOR TYPICAL ROOF
DRAIN AND OVER FLOW DRAIN ''
11102
11. COORDINATE ROOF AND OVERFLOW DRAIN
LOCATIONS 1'QTH 5TRUCTL RAL TO AVOID
LOCATING ROOF OR CVERFLOW DRAJWS OVER
TOP OF STS BEAM5 OR JOISTS,
12, RFfE2 TO EXTERIOR ELEVATIONS FOR EXALT
LOCATION OF OVERFLOW SCUPPERS AND
OUTFLOWS.
13. PROVIDE AND 26TALL A 24'W X 481 PRE VIST SYMBOLS AND
C CONCRETE 5PLAI BLOCK OR ROOF
BELOI1 ALL SGLPPE25 AND�OUTFLOONS THAT ABBREVIATIONS
PLOW WATER ONTO ROOFS OR GRADE BELOW IN
ADDITION TO SPLASH BLOCKS NOTED ON G CONDENSER
.. DRAWINGS.
GJ CONTROL JOINT
- 14. ROOF WALKWAY SHALL BE 12' X 12' CONCRETE D5 DOWN SPOILT
PAVBR5 OVE3R PROTECTIVE MAT, PROVIDE
ADEQUATE SPACE BETWEEI PAVERS TO ALLOW E EXHAUST FAN
FOR POSrrWE DRAINAGE, W D(PAN51ON JoRr
15. SEE DETAIL 81 FOR DONN5POVr DETAIL. IH WAKE HOOD
• - 05 OVERFLOW SCUPPER
RD ROOF DRAIN
PH RaftRT- HOOD
. RTU ROOF TOP UNIT
SB SPLASH BLOCK'
SK 5KYLIGHT
UH UNIT WATER
IrD VTR VETT THROUGH ROOF
q - - LEGEND
RJT7JORD.
ROOF DRAM (RDJ
-
OVERFLOW DRAIN (ORDJ
_ - - - _ a ROOF E*IAMT ORS INTAKE
O VENT STACK OR PIPE CONDUIT- SEE 63-
sss ✓
X99
ROOF EXHAUST OR AIR INTAKE
CRICKET FOR F'05771VE DRAINAGE
_ SLOPE OF TAPB REE INSULATION
E 1.4 SPLASH BLOCK (5BJ
ROOF PAVERS
m X xF<1
I DIAMOND CRIGKEr (MADE OF
V4' / Fr MATERIAL)
RDJO.RD,
/ 3-5 TTP.
RDI RDJO.RD_ m GOMBISTION 51 5M 73-5
`.\ u SCU°PE2
OyE219.434 SLIPPER THROUGH WALL CANOPY DRAIN- SEE IV3-
APPROX FINISH ROOF
- - FINISH ROOF Ti. 138'-5' F1 FINISH ROO
RDJORD. '\ APPROX, FINISH ROOF 5 . 14
T R .
\ j I hadry wNy trt this plvit eped6airm a mpert >R
�\ /• - - W+9v duItr/ mad vkbn my and moot I
the Foxe M the Stole or M14501A
RDJORD.
RogfortmOm Nuxber )GOOD( pey XX/XX/%X
_ _ - -
Revisions Date No.
0
tn
APPROX. FINI5H OVERFLOW SCUPPER RDJORD.
ROOF Ei . 148'-5" APPROX FMI5H RO F
C
APPROX, FINI5H ROOF VENT, 513= EL* 148'-5"
S. \19 143'-5" PTL. 6/3-5, TYP Comm 042181
v
•U m a - - I Ei. 143'-5" APPROX, FINLSH ROOF Date 7/25/05
0 J J \ —� APPROX, FIMISH ROOF E1 130'-2' Drawn AL
R.DJo.RD. EL. 124'-5" North Check JM
A
to CITY HALL
LEI it , ROOF PLAN
F I - -
I
IN 87 AL GARTER APPROX. FIN15H ROOF
- - 13. 135'-5"
Is RD. /ORD. INTERNAL GUffBt
APPROX, FINISH ROOF
" EL 130'1
M Scale, V884-01ALTERNATE #1
E ROOF PLAN H8 ROOF PLAN