HomeMy WebLinkAboutBuilding Permit 99-0036
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
7, ~'CJq
It: go
ADDRESS \ t"Co 71 D~ Avt:..
OWNER
CONTR.
PHONE NO.
PERMIT NO.
qq - 3~
o FOOTING
o FRAMING
A;SULATION
FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREVo
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLING
o LKSHORElWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
COMMENTS:
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~K SATISFACTORY, PROCEED
o CORRECT A NO PROCEED
o CORRECT EINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 417-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE R~ENTS ARE FOR YOUR PERSONAL HEALTH" SAFETYI
T
CITY OF PRIOR LAKE
INSPECTION NOTICE
DATE
C/~,
10,' 00
TIME
SCHEDULED
ADDRESS
{r;~ /7
D~cJ"Tf+
OWNER
CONTR.
PHONE NO.
PERMIT NO.
1Q"3<P
o FOOTING
o FRAMING
o INSULATION
...-lI FINAL
( 0 FOUNDATION
o DEMOLITION
o FIRE PREV.
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLING
o LKSHOREIWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
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o WORK SATISFACTORY, PROCEED
fJ CORRECT ACTION AND PRQC1D
f 0 CORRECT WORK, f"! FO ~ R INSPECTION BEFORE COVERING
Inspector: k' c'; ," .~ Owner/Contr:
V
CALL 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
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COMMENTS:
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CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
OWNER
PHONE NO.
o FOOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREV.
/
/
/
J WORK S
o CORREC
Inspector:
DATE TIME
SCHEDULED
3 -~4q
~
\l.,C:.1, ~ h
CONTR.
PERMIT NO.
qq - 3b
fJ; 0 PLUMBING RI t":" ,
ECHANICAL rNL.-
~ATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLING
o LKSHORElWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
~rl
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Y,PROCEED
o PROCEED
ALL FOR REINSPECTION BEFORE COVERING
Owner/Contr:
CALL 447-423 ) FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
roDE UMENTS ARE FOR YOUR PERSONAL REALm.. SAFETYI
T
CITY OF PRIOR LAKE
INSPECTION NOTICE
DATE TIME
SCHEDULED
3-18 -qq
!t;.r dO
ADDRESS \ l~ 1i
~
OWNER
CONTR.
PHONE NO.
PERMIT NO.
'1't-3L
o ~TING IA
~FRAMING rr
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREVo
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
o EXC/GRAD/FILLlNG
o LKSHORElWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
o
COMMENTS:
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RY, PROCEED
PR EED
REINSPECTION BEFORE COVERING
Owner/Contr:
THE NEXT INSPECTION 24 HOURS IN ADVANCE..
'NTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
..-..... 'r
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS I ~ ~ 77
D-~
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREV.
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
COMMENTS:
fJrwrw ifY~J
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of $~~ ~
~
DATE TIME
?J,,-q~
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o EXC/GRAD/FILLING
o LKSHOREIWETLAND
o COMPLAINT
o SEPTIC FINAL
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SPECTION BEFORE COVERING
Inspector:
Owner/Contr:
.
Wor"---
CALL 447.4230 FOR TblE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQ dARE FOR YOUR PERSONAL HEALTH" SAFETYI
r
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
OWNER
PHONE NO.
o FOOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREVo
COMMENTS:
SCHEDULED
UA.o 77
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DATE TIME
)-2S''il. I (: '"?CJ
9r-o-SG.
o EXC/GRAD/FILLlNG
o LKSHOREIWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIREPLACE
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CONTR.
PERMIT NO.
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
0,cyi ~\-~ ~~
-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
T' .
ADDRESS
OWNER
~ TELEPHONE NO.
l.U 0 FOOTING
LA.: 0 FRAMING
~ 0 INSULATION
Q 0 WALL BD.
~ 0 FINAL
~ 0 FOUNDATION
;x: 0 DEMOL.
!j 0 FIRE PREV.
~ COMMENTS:
i ~ p~ I"pltlt1A.QJ.... I''''
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l.U 0 WORK SATISFACTORY:PROCEED 0 PHOTO TAKEN
Q 0 CORRECT WORK AND PROCEED
o id. CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
0[] CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN.
o STOP ORDER POSTED. CALL INSPECTOR.
o INSPECTION REQUIRED. CALL TO ARRANGE ACCESS.
CITY OF PRIOR LAKE
INSPECTION NOTICE
PERMIT NO. f1, I ~ 6
'11 - I Go!3
J{;[IJ ?1
CALLED-IN
SCHEDULED
COMPLt: I t:u
D.ufu~ .I!J WJ.
DPLUMBING RI
o MECHANICAL-RI
o WATER HOOKUP
o METER SETlTURN ON
o SEWER HOOKUP
o SEPTIC INSTALL.
o SEPTIC MAINT.
o PLUMBING FINAL
DATE TIME
'5'-lcI-'t1
9:b
. CONTR.
DSITE INSPECTION
o EXCAV./GRADINGlFILLlNG
o LAKESHOREJWETLANDS
o COMPLAINT
o GAS LINE AIR TEST
o SEPTIC FINAL
o FIREPLACE
o MECHANICAL FINAL
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call for thbt' spection 24 hours in advance.
Owner/C ntr. ite
Inspector . 1/
V"" ,
Yellow Ccpy..sn. NoIIce
447-4230
MIPr/M CcpyIlNpec:/Or's File
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DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOJI<:,E ____ /'_
PERMIT NO. ?! roo;xp
CALLED-IN
SCHEDULED "5' -/7 -9; J :o2r
COMPLc I r::u
ADDRESS l/nlP 77 IJu1afi,
OWNER
~ TELEPHONE NO.
l.U 0 FOOTING
LA.. 0 FRAMING
~ 0 INSULATION
Q 0 WALL BD.
~ 0 FINAL
C( 0 FOUNDATION
;x: 0 DEMOL.
~ 0 FIRE PREV.
~ COMMENTS:
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l.U 0 WORK SATlSFACTORY:PROCEED 0 PHOTO TAKEN
Q ~ CORRECT WORK AND PROCEED
o 0 CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
o 0 CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN.
o STOP ORDER POSTED. CALL INSPECTOR.
o INSPECTI IRED. CALL TO ARRANGE ACCESS.
CONTR.
DSITE INSPECTION
o EXCAV./GRADINGlFILLlNG
o LAKESHORE/WETLANDS
o COMPLAINT
o GAS LINE AIR TEST
o SEPTIC FINAL
o FIREPLACE
o MECHANICAL FINAL
DPLUMBING RI
o MECHANICAL-RI
o WATER HOOKUP
o METER SET/TURN ON
o SEWER HOOKUP
o SEPTIC INSTALL.
o SEPTIC MAINT.
o PLUMBING FINAL
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447-4230
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DATE RECEIVED
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
~.
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2. SITE ADDRESS
1. DATE
/~/:2- i,9
/~;iL77 'Duluth ~~. s,E: ~ b9I4 .~N: ~
3. LEGAL DESCRIPTION :25'- , 02. - o.l.rr -I
PID '259 a 2 (J ~ <J .v:.
//~ /l~NI:22- IIJd;
~;~~& Jl/1I ~47:;N;~/
(Address)
LOT
BLOCK
ADDITION
.r~c:. "'1.- ~,
I
4. OWNER (NaM -'-
p./~". kI/k. '7l/e &u.K
5. ARCHITECT (Name)
(Tel. No.)
6. BUILDER
(Name)
(Address)
(Tel. No.)
.../hJS5r'4 L1~/2i;c.
7. TYPE OF WORK
New Construction LJ
Fireplace LJ
AlterationsJ(
fi/dr4Re./lld
Septic LJ Dee'!< LJ 1
Addition LJ Finish Attic LJ
~lA;<;<'7S-
Re-roofing LJ Porch LJ
Re-sidlng LJ Finish Basement LJ
Chimney LJ Misc.
8. PROPERTY AREA OR ACRES
Sq.Ft.
9. PROPERTY DIMENSIONS
Width Depth
1 O. CULVERT SIZE
Yes No
L White
2. Pink
3, Yellow
File
City
Applicant
Permit No. C(t -D 3t&,
BUILDING INFORMATION
11. SIZE OF STRUCTURE
(Height) (Width) (Depth)
12. NO. OF STORIES
.3
13. TYPE OF CONSTRUCTION
$/k €I '&'/d
14. FLOOR AREA APPORTIONMENT USE
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16. PROJECT COSTNALUE
f /5b( 000 . C5)C)
17. COMPLETION DATE
3-/- 99
I hereby certify that I have fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans, I am aware that the
building 0 . ial can revok this p~jPr just cause, Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
X . _ 4..~f"~) .rp#' 72..~3 /-/~-?9
,/ ~turl"'- - License No. Date '
-
FOR ADMINISTRATIVE USE
SETBACKS: Required
Actual
Front
Back
Side
Sida
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMITVALUATION$-J6L> J 000. f')71
USE OF BUILDltyq
Q /1- -
I
,Z /1+-
I
TYPE OF CONSTRU~ I (!!)III IV V
Occupancy Group ~ F HIM R S U
MATERIAL FILED WITH APPLICATION
SOIL TESTS
LJ ENERGY DATA
LJ
PILING LOGS LJ PERCOLATION TESTS LJ
PLANS & SPECS LJ SETS
SURVEY
PLOT PLAN
LJ COPIES
LJ
Division 1 2 3 4
Permit Fee ................................... $
II :S'1.2S'""
l.3'f. "2.1
")5.00
Amount Brought Forward .................. $
Park Support Fee ........................... $
SAC ......................................... $
Collective Street Fee ....................... $
Sewer Tap ................................... $
$
City:
Plan Check Fee ............................. $
t L\'\1
State Surcharge ... .......................... $
CJ.>O
Penalty ....................................... $
Plumbing Permit Fee ....................... $
Mechanical Permit Fee ..................... $
Pressure Reducer .......................... $
Meter Horn ................................... $
Water Meter ................................. $
Sewer & Water Connection Fee ........... $
Water Tower Fee ........................... $
Water Tap ................................... $
Builder's Deposit ............................ $
Other ......................................... $
Total Due .............................. $ (q t:;!, tb
Paid J 15 (. 4ia Receipt No. "'3t '7 ?, C;
Date 2r k.l q Cf, By IV) /AI- '
t the req in the above application and accompanying documents is in accordance with the City zoning Ordina~cJ and may proceed as requested. This document when
anner nstitutes a tejrary Certifica! of Z7i!!J 2JmPliance and allows construction to commence, Before occupancy, a Certificate of Occupancy must be issued.
~ity Pla~-t./l. 'I I ~e Special Conditions n any
Sewer & Water Permit...................... $
ace PermR ....................... $
Beco.1s Your Building PermR When Approved.
.~ Date I-'~
V
Certificate of Occupancy
Issued
24 hour notice for all inspections 447-9850
..
The- ("rn'tr of the- Lake- Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
!
l' : \
,
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
I' .!
!
-\ \ \
'\,; .
" \"
(~
Denied
\/
Q?lf ~
AA~
Accepted With Corrections
Accepted
Reviewed By:
J.LI'1~
/1.fh'M-I )dJ
Date:
Comments:
"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."
T
MAR 12 '99 10:31 H. T. G. ARCHITECTS
P.U1
00 .-_....
L.JL~)
r-:-, D'-- Ci~
!..JU __.J
ARCHITECTS
9300 Hennepin Town Road
Eden Prairie, MN 55347
(612) 278-8880
fax (612) 278~8822
Jon P. Thol'!itenson
James R. Orov~r
Jetfrey 1. Ptlipsen
Philip V. Blasko
FAX TRANSMITTAL via 447.2275 1 paKes Oncludins uansmittal cover)
1'0:
LOUIS STASSEN
STASSEN CONSTRUCTION INC.
t6617 CREEKSIDE eIR.
PRIOR LAKE, MN 5S37Z
Date:
12 Match. 1999
Project No.
9715
Re:
,PRIOR LAKE STATE BANK
MAIN OWICE REMODELING
MEMORANDUM
LOUIS,
BAS.EO ON TIlE RECENT INSPECTION FROM nJE CITY OF PRIOR LAKE YOU ARB INSTROCTED TO COMPLY WITH
THE UNlFORM BUILDING, CODE REFERENCED IN SPECIFICATION SECTION 0052. J 9.
THIS MEANS AU.. WOOD BLOCKING AND PLYWOOD BACKiNG MUST ~E FtRE-RET ARDANT TREA 1 r.JJ WOOD AS
PER UBC SECTION 601.5.2.1-2
THEREFORE AS pREVlOOSL Y DISCUSSED 1HE WOOD BLOCKING lNrtlALL Y INSTALLED WILL HAVE TO BE
REMOVED &. REPLACED AS PER CODE.
PHIL BLASKO, AtcNtccl
PAUL. CITY OF PRIOR LAKE INSPECTIONS FAX 4474245
Thr ('rntrr of thr Lakr Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT ~-k~eVl C tJYl sf. r
APPLICATION RECEIVED '-\ tMA., \ C) - 9 (
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
J~~ 1~ t)O\\J~ A~, <;. E.. .
Accepted
Accepted With Corrections
x
Denied /\ If) /
Reviewed BlZ:f~~
/
Date: / - 2.. 0- ?~
Comments:
I. Sil.~, ~~l~ ~~n..pJ. ~'r Kv\A.o,.~~~ I 1~-e~\\0
e.l.ec:.-\-l"l c.~ .. ;!t-c... .
"'2. SpH",-l.d"Lr- ~crllu'~V ~.
Fil- ~ <S;pt t' I..\k\..u-
"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."
I' '
HYDRAULIC DESIGN INFORMATION SHEET
P~IOA.. LAII::.€ ~j}q~ BANk
J b f.., 7 'i)(..\,.t.u. 'T""u A\JE: S.E.
NAM~
LOCATION'
BUILDING
CONTRACTOR
CALCULATED BY
CONSTRUCTION:
OCCUPANCY
DATE, . 3 - 1J - ., ~
LAIC:.E-
SYSTEM ,NO,' (~u.,~'C.c..IAl.Y ~LC.)
CONTRACT NO, .
DRAWING NO,
CEILING HEIGHT FT.
(J(2.l 0 tL
0:; H I f:t.. b F 1 tt.e f 11.0 l"'E'<..:n 0 )J
"l"HOMA'S, (::. HA"'~'"
'. 0 COMBUSTIBLE 0 NON-COMBUSTIBLE
~
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~ NFPA 13: '
':J NFPA 23.1
o OTHER (Spec Ify)
[j] SPECIFIC RULING
. "".^.DE BY DATE
;g( L T, HAZ.
o NFPA 231C:
ORD. HAZ, GP. 0 1 .0 2 0 3
FIGURE=, CURVF
o EX, HAZ,
AREA OF SPRINKLER OPERATION
DENSITY
AREA PER SPRINKLER
HOSE ALLOWANCE GPM: INSIDE
HOSE ALLOWANCE GPM: OUTSIDE
RACK SPRINKLER Al.LOWANCE
~OQ
..I Q
~..:. L 1..~
SYSTe,1 TYP.E.
~ WET 0 DRY 0 DELUGE 0 PRE-ACTION
SPRINKLER OR NOZZLE
MAKE C.~'r1ll.Ic\L MODEL (SHAII'''- lt~
SIZE' '/"'2-- K-FACTOR __ S'_ (",
TF.MPERATURE RATING J ~'i..
IbO
,CALCULATION' GPM REQUIRED 14-'7,1.3
SUM.\1ARY "C" FACTOR USED:
PSI REQUIRED 41. 1-4 ,
OVERHEAD_ ~
AT BASE OF RISER...
UNDERGROUND ~
. .
WATER FLOW TES,I
>- DA TE & TIME
~ STATIC PSI '
n.. tlESIDUAL PSI
:J
(I) GPM FLOWING
ffi ELEVATION
t-,
~
PUMP DATA '
RATED CAPACITY
AT PSI
ELEVATION
rANK o.R R~!U:RV()lB.
CAPACITY
ELEVATION
1...7
'-~
1"2.50
WELL
PROOF FLOW
GPM
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LOCATION
SOURCE OF INFORMATION
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COMMODITY
. STORAGE HEIGHT
STORAGE METHOD~ SOLID PILED
.%
. ,CLASS
. AREA
% PALLETIZED
LOCATION
AISLE WIDTH'
% ,RACK
I" 0 SINGLE ROW o CONVENTIONAL PALLET
o DOUBLE ROW 0 S,-"AVE PALLET
. . '0 MULTIPLE ROW
~
o
-< FLUE SPACING IN INCHES
ex: . LONGITUDINAL TRANSVERSE
o AUTOMATIC STORAGE 0 ENCAPSULATED
o SOLID SHELVING 0 NON-
o OPEN ENCAPSULATED
~
o
o
~
:::E
o
O.
CLEARANCE FROM TOP OF STORAGE TO CEILING,
FT. 'IN,
. HORIZONTAL BARRIERS PROVIDED
t" .
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NO:
"- - - - - --
111111111 111111111 lllllllll 111111111 IIIII1111
CONTRACT NAME: ftt..lo~ LAtc.E 'S~T'E- BAt-! I<. - L.VL.. ::1
= t I I 1111 IIII IIII II II II I I I I I I I I I I I 1 I I I I I I I I I I
120 :
115:
110 -=
105:
100 :
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90:
8.- -
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80 -
75=
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Q. 70 . : ~
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~ 65~--~6
~ .60 =
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55=
50 :
...._____/00 GPh. ~oS~
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40 = ;~
:= /'
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30 -, '
i5: -. Sf"l ..a:.~~ ~ 1)EMA~: e A'S~ c4=- R.'SI~~
,20 = j I
15W li7.~!.' GP., .... '11.i'\ fs:r:
10 ~ I
5:
_ 0 =: I , I UIl 1I11..lll' I LLL I I I I I I U ! I LL'
100 200 300 ' 400 500
200 400 600 800 1000
400 800 1200 1600 2000
Scale Used_ A -
, 'l.llil 1 I I I ~ II I I I I I I II I I I I I I I I 1 N 1.85
900 1000 Scale A
1800 2000 Scale B
3600 4000 Scale C
I lU IIII 1111.111111111111111111 IIIII1111
600 700 800
1200 1400 1600
2400 2800 3200
FLOW - GPM
e
Form Nc. 3016
0,0 101 (3) G) (4) G) (5) /aL (0~ @
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----
"'-
PRIOR LA~,(E STATE BAM,( --- LEVEL 2
--- OUTLET TABLE
OUTLET # ~(-FACTOR PRESSURE FLOW ELEV. ( LBS. )
1 5.600 7.110 14.93 8.68
2 5.600 7.002 14.82 8.68
3 5.600 8.036 15.87 8.68
4 5.600 9.265 17.05 8.68
5 5.600 11. 477 18.97 8.68
6 5.600 7.409 15.24 8.68
7 5.600 8.392 16.22 8.68
8 5.600 9.010 16.81 8.68
9 5.600 9.555 17.31 8.68
PRIOR LAKE STATE BAN.~ --- LEVEL .-,
..::.
--- LEG T AE.LE ---
FRICTION FRICTION VELOCITY
LEG NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND
1 1.104 10.00 14.93 120 .0591 .591 5.0
2 1.104 12.00 14.82 120 .0583 .699 5.0
3 1.452 6.00 29.75 120 .0557 .334 5.8
4 1.452 10.00 45.63 120 .1229 1 . 229 8.8
5 I 1. 452 15.00 62.67 120 . 2211 3.317 12.1
6 1.104 12.00 18.97 120 .0920 1.104 6.4
7 1.104 16.00 15.24 120 .0614 .982 5. 1
8 1. 452 10.00 31. 47 120 .0618 .618 6. 1
9 1.452 4.00 48.27 120 .1364 .546 9.4
10 1.452 15.00 65.58 120 .2405 3.608 12.7
11 2.154 11 . 00 81. 64 120 .0528 .581 7 .-,
.....
12 2.154 97.00 147.23 120 .1573 15.259 13.0
13 2. 154 12.00 147.23 120 .1573 1 . 888 13.0
14 2.635 35.00 147.23 120 .0589 2.061 8.7
15 4.260 68.00 147.23 120 .0057 .386 3.3
16 6.000 160.00 247.23 140 .0021 .336 2.8
PRIOR LAKE STATE BANK --- LEVEL 2
REFERENCE
OUTLET
K=
LEG
1
5.60
1
ROUTE NO. 1 DESCRIPTION
O-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
14.93
14.93
T PIPE
E FITTS
LT TOTAL
1.104
.059
120
'2..f
'=>.0
4.0
10.0
PT
PE
PF
OUTLET
PE
PO NOTES
,
---------------------------------------------------------------
7. 11
0.00
.59
0.00
7.11
REF 101
---------------------------------------------------------------
LEG 3
14.82
29.75
1.452
.056
120
6.0
7.70
0.00
.33
-~-------------------------------------------------------------
OUTLET
K=
LEG
3
5.60
4
15.87
45.63
1 . 452
.123
120
10.0
8.04
0.00
1. 23
I
0. 00'
8.1214
---------------------------------------------------------------
OUTLET
, K=
LEG
4
5.60
5
17.05
62.67
1.452
r
~.o
6.0
15.121
9.26
0.00
3.32
0.00
9.26
.221
120
REF 102
---------------------------------------------------------------
LEG 11 '
18.97
81. 64
2. 154
.053
120
11.0
12.58
121.1210
.58
REF 11213
---------------------------------------------------------------
LEG 12
65.58
147.23
2.154 6
. 157 '(.T
12121
77...0
'Z.5.0
97.0
13.16
0.0121
15.26
REF 11214
---------------------------------------------------------------
LEG 13
121.00
147.23
2. 154
.157
12121
12.0
28.42
0.121121
1.89
---------------------------------------------------------------
REF 11215 121.121121 2.635 e 17,0 3121.31
.12159 T 1&.0 121.121121
LEG 14 147.23 12121 35.121 2.06
---------------------------------------------------------------
REF 106 0.0121 4.26121 3c 1"2..0 32.37
.006 '2..Gv 5".D 8.68 2.0' G-t,€-V
LEG 15 147.23 120 'bc." 68.0 .39
---------------------------------------------------------------
REF 107 100.0121 6.000 € (00.0 41. 44 100 (!r('M /-lose:
.002 T bO.O 0.00
LEG 16 247.23 140 G-V 160.0 .34
---------------------------------------------------------------
41.77
AT c..tlY c.oNJJKTlON
'5(' :. b 7
R..{J"'6~
Gff4 c:. I'Z.S 0
I .
PRIOR LAKE STATE BANK --- LEVEL 2
I
REFERENCE
ROUTE NO. 2 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
OUTLET
.<=
LEG
5.60
---------------------------------------------------------------
2
14.82
1.11214
.12158
12121
C
T'
S. 0
I, 0
12.121
7.0121
0.1210
.7121
REF 11211
---------------------------------------------------------------
121.121121
7.121121
.....
..:.
14.82
7.70
PRIOR LAKE STATE BANK --- LEVEL 2
REFERENCE
ROUTE NO. 3 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO i NOTES
---------------------------------------------------------------
OUTLET
K=
~EG'
5
5.60
6
18.97
1.104
.092
120
z.c
T
3.0
C).O
12.0
11.48
0.00
1. 10
REF 102
----------------------------------------------------------------
0.00
11.48
18.97
12.58
PRIOR LA.,E STATE BANK --- LEVEL 2
ROUTE NO. 4 DESCRIPTION
I)-ADD DIA T PIPE PT OUTLET
REFERENCE LOSS/FT E FITTS PE PE
I)-TOTAL C-FACT LT TOTAL PF PO NOTES
---------------------------------------------------------------
OUTLET
K=
LEG
6
5.60
7
15.24
15.24
1 . 104
.061
120
2t
7.41
0.00
.98
12., 0
4-. 0
16.0
0.00
7.41
---------------------------------------------------------------
OUTLET
.,=
LEG
7
5.60
8
16.22
31. 47
1.452
.062
120
8.39
0.00
0.00
8.39
10.0
.62
---------------------------------------------------------------
OUTLET
.<=
LEG
8
5.60
9
16.81
48.27
1. 452
.136
120
9.01
0.00
.55
0.00
9.01
4.0
---------------------------------------------------------------
OUTLET
K=
LEG
9
5.60
10
17.31
65.58
1. 452
.241
120
T
~. ()
6.0
15.0
9.56
0.00
3.61
0.00
9.56
REF
---------------------------------------------------------------
I
13.16 .
103
OOL,_^ IL.:'~)
-- -71./' (7!.-1
{II.- .. _-.J
ARCH/TECTS
9300 Hennepin ToWn Road
Eden Prairie, MN 55347
(612) 278-8880
fax (6 J 2) 278-8822
Jon P. 11\onnenson
Jamcs R. Grovel'
Jeffrey j. Pflipsen
Philip V. Blasko
FAX TRANSMITTAL
TO 447-4245
To: .JAY SCHERER Date: ]I March, 1999 Project No. 9715
Lll r OF PRIOR LAKE
16200 EAGLE CREEK AVE. Re: PRIOR LAKE STATE BANK
PRIOR LAKE, MN 55372 MAIN OFFICE REMODELING
Remarks :
JAY,
ENCLOSED TS OUR STANDARD SPECIFICATION SECTION 0610 FOR CARPENTRY; HOWEVER IT WAS NOT
JNCLUPEP IN THE SPEC. BOOK.
WE WILL ASK LOUIS STASSEN TO FIRE BLOCK AT THE CEll..JNG AND SHEET ROCK ANY EXPOSED WOOD ABOVE
T.HE CEJLING. THESE WALLS ARE Nor FIRE '~A I nu TIlAT HE IS WORKING ON, PLUS WE ARE TNST ALLING AN
AlITOMATIC FTRE PROTECfrON SYSTEM THROUGHOUT ll{E. MAIN LEVEL. TIlE B'^^-....ING CONCEALED TN mE
WALLS OTIffiRWISE l'Ilneu NOT BE FIR&RETARDANT IF THE ABOVE S 1 ~...s ARE TAKEN.
THANK YOU
ANY QUESTIONS, PLEASE CALL ME,
Respectfully yours,
PHIL BLASKO, Architect
COPY; LOUlS STASSEN, STASSEN cONsmucrroN FAX NO. 447-2275
8/~'d
SlJ31IHJ~~ .~ '1 'H 02:21 66, 11 ~~W
SECTION 0610
CAR.t-eNl'RY
PART 1
GENERAL
1.1 scon
A. ~latcd. DOQUJIJe'ftts:
The general provisions of the Contra~ inc;luding General and Supplemenwy Conditions and General
Rtquircments (if any), apply to the wOlt ")'oI..;fied in this section.
B. Description of Work:
The extent of the c:a..1' ~_:.../ WQdt is shown on the drawing$ and in the schedules.
1.4 QUALITY ASSURANCE
A. Lumber Standard:
Comply with PS 20.
B. Plywood Standard:
Comply 'With PS 1.
C. Fattory-marIl: each piece of lumber and plywood with type, grade. ",il1 and grading agenCy, e"cept omit
marking from surface to b= exposes with ~nt finish or without finish.
1.3 SUBMITTALS
Wood Treatment Data: Carpentry:
A. Submit treatment manuf8.cturer'j; insttudtions for......J.'... ~ oreach 1.yJle of treated material.
B. Pressure 1leatment: For each type specified. incllllk c:ert.ifieation by treating plant &fating chemicals and
,.... ......8 used, net aIhOunt of preservation tdaincd. and conI.....,.ancc with applicable stanclan1s.
C, For water-ootne PR:$CI'Vatives, include Sta~mClltJ.bat moisture tXJDtcnt of tteated materials was reduced to a
maximum of IS% prior to shipment to projC!lct site.
D. Fire..Rdardant Treatment: Inc:lude certification by treating plant that treatment materials complies with
governing ordinances and tbat tJ:eatment witl not blc:cd through finished StlIfat:es,
1.4 PRODUCT BANlJLJNG
Delivery and Stoxage:
Keep materials chy at au times. Protect aJlinst ctposure to WQther and contact. ..uh damp or wet surfac:es. Stack:
lUlJlber and plywood and provide air circ:u1ation within stacks.
1.6 JOB CONDmONS
IiTG Arehited.!
P,oj#9715
0610 - ]
8/Z'd
S1J31IHJ~~ '~ "1 'H 0Z:Z~ 55, ~~ ~~w
SECTION 0610
CARPENTRY
C:Iordination: Fit c:arpcntty work to other work; s....:b.. and cope as required for accurate fit. Correlate lcxalion of
furring, nailers, blocldng~ gtoUnds and simi~ suppans to allow r' ~r"" at~ent of other work.
PART 2
PRODU~ J. ~
2.1 LUMBER
A. General:
Nominal sizes are indicated, exc:ept as shO\1im by detail dimensions. PlOVide actual sizes as required by PS 20. for
moisture contertt "'r ....:Jied. for eacb use. .
Pro\'i~ dressed lumber, S4S, unless oth~sc: indicated
PrQVide seasanecllumber with 19"1. nwdmum moi~ content at time of dressing,
B. :F'nlIhing Lumber (2" through 4" thick HWd-Frm):
For light fra.mi.ng (less than 6" 'Wide), provide "Stud. grade lwnber for stUd framing and "Stancfard." grade for other
light ftaming, any ,jor ~..:es.
For stnJctural framing (6" and wider and frc)m 2" to 4" thick). provi&: the following grade and. ......-:es:
Sclc;d, StTUctu1'31 grade.
No.1 grade.
Douglas Fir (WCLlB or WW'PA).
Southern Pine (,)1: w).
Studs: Stud grade S.P.F.
Beams, Joists: Hl;:m..'ir #2 or better.
C. E. '1" ..~ Framing Lu., l~ ... (2" through 4" thick):
Where framing will not be concealed. by othtT 'Vo'Ork, pl'OVide ~ following grade end species;
Douglas Fir, Appeata.nc,1e Fnuning (WCLIB or WWP A).
Southern Pine, A..,;: ",.,ranee Grade; [Kiln Dried (SPIB).
:Redwood, Clear All Heart (lUS).
D. Timber,(!" and thicker):
P1'ovide No. 1 Grade Douglas Fir(WCLIB or WWPA) or No.2 Dense SR Grade: Southern Pine (SPIB), to- ~....
(l'Ion"'ll1Oi~-controUed).
B. Boards (less than 2" thick):
F, n. .... .,1 io J Boards:
IITG AlT:h;ttlC~
Proj#9715
0610 -:;
8/E'd
Sl~31IH~~~ .~ '1 'H 02:21 66, 11 ~~W
SECTION 0610
CARPENTRY
1. Where boards will be ......~sed in thlt finished worle, provide the following:
Moi$ture Content: 19'>>A.It1aXimuni, "S-Ory",
2. Where ttanspamrt or natural finish! or 110 finish is indic:ated, provide T 4 G (Red~ Select Heart Grade
(RIS).) crt (Cedar .AR selcgt clO81'. smoOth,)
3. Whcre painted finish is indicat~ provide Southern Pine, No. 2 Boa.tds (~rUJ), Of Douglas Fir
Co~on Boards (sa..m or WWPA).
4. All eclerior wtJQd to be b3ck primed under Section 0990, prior to installation.
G. Concealed Boards:
1, Wbere boards will be conc:eaJ.ed by bther werle, provide lumber of 19% maximum moisture ........"A.l (S-Dly)
and of/allowing ..... ....,:es and grade:
2. Any olo,.....:es gI'll~ ~on Bc:iards (WeLls or WWPA).
H, Board Sizes:
Provide &izes indica1'ed or. if not indicated (for dt.ea.tmng, subflooring ~ similar uses), pRWide 1. x 8" boards.
I. Plywood ~d):
1. E. ':I' ...cd Plywood: Where plywood 'will be ~. '.. "..eel in finished. work, provide the follOwing:
a, Wbete transparcmt or natural 0; no finish is indiea~ provide :E..;...~or Type plywood fc:lr .....,~~.~or use
and Interior type With exterior glue for interior use, of species indic:atcd.
b. Whertl painted finish is indicated, prgvide MDOIEXT-APA plywood with Mr::diurt1 Density Overlay
fa(;:C...... ....eel and Grade C QOnceal$i, for both exterior and interior use.
C. When: L.....,,,,,...J or patterned sutface is indicated, pnmc1e 303 SIDINGfEXT..APA for exterior use and
DECORATIVE PANBLS-APA fo.rinterior~.
2. Concealed Plywood;
a. Where plywCXld mll be QOnc:ealEid by other work, provide C~D PluggedlINT-APA.
b. For plywood sheathing and subfloaring, prDYide exterior glue.
c, For floor underlay:ment (Pwd-Ul)~ provide UNDERLAYMENTIINT-APA. Provide fully SlIJIded. finish
when: resiliem or tluid-applicd finish. flooring (if any) is indiClted,
d FDr backing panels for elettricll or telephone equipment, prmde fin::..retardant tn:ated plywood with
exterior glne.
1. Particleboard. Udderlayment (i'B-UL):
JrrG Arf:h/reef8
Pr~;#971S
0610 - 3
8/j;>'d
SlJ31IHJ~~ .~ 'I 'H 12:21 66, 11 ~~W
SECTION 0610
CARPENTRY
Provide particleboard ....,A'lying with the.~uircmChl$ of NPA -Physical Pa>r ....J 3r.._:.nc:a.tion for Mat F...a....l
Wood PanicJeboard for Floor Underlayment,".
K. Oypsutn Sheathing (GpSht):
Provide S/8- thick gypsum. sheathing, ASTM C 79. with treared COre. Water ab.........Jon limited. to 100,", fur 2 hour
inunersion, ASTM C 473; of following type:
Provide 4' ~ 8' ~t5 with square edges,
L. Fi'~ ..}. ..:.rd Sbeathing (FbdSht):
Provide 11: ;.,,~ ...,,1 sheatlliq, ASTM C 208, 2S/3r thick. 4' x 8' panels with ~ Edges.
M. Miscellaneous MateriaJs:
Fastcncts anc:l Ancbomges: Provide size iaIld type as indicated and as . ",_w...m.ended by applicable standards,
complying with applic:ableFc::dcrn.l Specifications for nails. staples, ...........".,'S, bolts, nuts, washcm and anehoMg
devices.
Building Paper: Asphalt saturated felt. non'-perl'orated, ASTM D 226.
2.2 WOOD 'l'REATMENT
A. Preservative T~tment: Where lumber or plywood is indicatfd as "Tn- Wdtt or "Trcatr,d", Of is ...k'....;ficd
herein to be tn!:ated. .. ",..1)' with tJte applie.able requiremertfs of the American Wood P. ....... ..... Bureau (AWPB).
MaJ1l:: each treated item 'With the A WPB Quality Mark requirc:ments.
1. ~re-treat above-gt'DWICl items' with water-boI'IH: preservatives complying 'With A WPB LP..1. After
tteaanent, kiln-dry to a Irla."dmum moi!i:wc cc:mtcrit of 15%. Treat indicated items and the following:
a. Wood cants, nailers, eutbs, blocking, stripping anc:l similar metnbcrs in con......;.:on with roofing,
flasbing, vaporbllrriers and "".~A.r'.. .Hng,
b. Wood sills. tol............., blocking, furring, Sl..~....l"~ng and similar concealed mcmber1 in contact with
masoruy or con...,..~...
c. Wood framing inembers less tban 18" above grade.
2, Pressure.treat the following with water-bome: pl'eSer\'3tives for ground w......ct '* ~_...,.lying with A WPa
LP-Z2.
a, Wood ttJeD1lxrI in _..-ct with ground.
b. Wood m.....~.olo in...~:....d with fresh water,
B. Fire-RewdAnt T"'.Jllf_t' \l(lIere -FR':C;" lumber or clvwaod \!....,..w~,{ied M mhetwise indicated. COttrDly with
!he A WPA ~darrk for ~ i ".'.., ..m:!.:ltion with ti~.nmardAnt clu:m.ic:a1s to achieve a flamtMlplQd rating of
nat more than 25 when tested in acc::ordance;\Vith UL Test 723 or ASTM E 84,
HTG A,1"drfftzel8
p,.oj# 971 5
0610 - 4
8/S'd
SlJ31IHJ~~ .~ '1 'H 12:21 66. 11 ~~W
SECTION 0610
CARPENTRY
Where treated ib:ms ~ indic:ated to &www:it a transparent Or paint finish, use a n.w &w;...rr;tant treatlhClt whieh will
not bleed through or ~ly a1fec:t bond or finish,
Provide UL Jabcl on each piece of fire-retardant lumber of plywood.
Kiln-1iry treated items to a maximum moiStiue content of 19%,
Campl* fabrication oftn::atcd. items prior, to treatment. wherever possible. If all after treatment, coat eut ~czs
with heavy brush coat. of same chemical used for treatment. Inspect cadi piece of Iu.....:.... or pl~ " . . J after dtyio,g
and di. ...", J damaged Or defective piClCcs.
PART 3
EXECUTION
J.l INSPECTION
The Installer must examine the L~..;.....~_.. ~ 5I1pporting S\....,w~.J'C aDd the conditions under ,...hich the W"~l'-~~i
work is te) be installed, and noti1Y the Con~r in writing of conditions detrimcttta1 to thc work. Do DOt ...u.......J
with the installation until utJsatisfaaory c:oriditions have been ..w.....w~ed. in a DWJDa' .._~..&ble to the lnstaller.
3.2 GENERAL
A, Discard units of material 1l'ith. defects iwhich might impair quality of wode and wUrs which ~ too smaII to
fabricate work with minimum joints of optlrnumjoint arrangement.
B. Set C4.l'......Jy work accurately to re.quittd levels and lines, with m.....,:,..l'S plumb and 1lUe and accurately cut
and filted,
C, Sea1tely attach c:a... W""~I) wolk to substrate by anchoring and fastening as shown and as rc:qui11Xl by
recognized staDduds. CountAmink nail hdds on \;;......_..ed Cl...-.try work and fill holes. Use ,__&_~"Oft. wire nails..
L,~wwJo't as othetWise indicated. Use finishing nails for finish worl<. Select fast_J...... of size that will not ,. ..."',,..~.c.tc
members where "n .Jite side will be ....,....Sed. to view or will ..._ive finish materials. Make tight c:anncctions
bet:wct!n Ihe...,": ..,~.. InstaI1 fasteners without splitting ofwood~ pre~ri11 as requind.
3.3 WOOD GROI"L~".s. NAILERS, BL(k.AI.J.~G AND SLEEPERS
A. Provide wherever shown and _h.ere requin:d for sere:eN~ Or attachment of other work. Fonn 10 shapes as
shown and cut as n:quin:d for troe line ~ level of wade to be attached. Coordinate location with other work
involved.
B. Attach to substrates as requiral to ~":l"lr Wi" applied loading. Countenink bolts and. nuts flush with swfaces,
unless otbenrise shown, Build into muomy during installation of masonry ,vork. Whe:rc possible, anchor to form
work before con.......~_ pta.............t. .
C. Provide petlbaDCllt grounds of dressed, pm;crvative t.reated., kcy-b:vclcd lumber not less than 1 y". wide and of
thickness Rquircd to bring face of groUnd to euct thicknC$S of finish material involved. Remove 1....1'.....1)'
grounds when no longer required,
3.4 WOOD ~ wftftlNG (Wd-Fur):
HTG ArchitfIctr
Proj#9715
0610 - 5
8/9'd
SlJ31IHJ~~ '5 '1 'H l2:2l 66. II ~~w
SECTION 0610
CARPENTRY
A. Install plumb and level with closure stnps at edge and openings. Shim 1Il'ith wood as requin:d for tolera.l'llZ of
finisbed work.
Firestop furred spaces on y.oalls at each floor. ICVI:I. with ~ood bloc1cing or inc:ombuslible materials. ac:c:urately fitted
to dose furred spates.
B. Furring to Rccc:ive Plywood Paneling:
Unless othenrise shawn, pravide 1- x 3. furring at 2' o,~., horizontlllly and ~ca11y.
C. Funing to :Receive GypsUm Drywall:
Un1as othenrise shmm. pl'OYicSe I" '" .2. furring at 16" o,c::.~ vertically,
D. Suspended. Furring:
Provide size and. spacing shown. including; hangers and attachment devices. LeYd to a tolerance of 1/8" in 10',
c:xCltpt W' in 10' for thick-eoat plasteX' work.
],S WOOD FkAMlNG. GENERAL (Wd-JI'rm)~
A. Provide fJaming members of sizes and on spacings shown" and frame ..". ..".ings as shOWIl; or if not shown,
.....,.....ly with Section 2S17 of the Uniform, Building Code and. the ,___...umendations of "Manual for Hcnu;e
Framing" ofNlltional r ........Products Assoc:i.ation. Do not splice members :....~",...... IlL..... ..:s.
B, Anchor and. nail as shown, and 'to comply with Table 23-I-Q "Nailing Schedule" of the Uniform Building
Code.
C. Fitestop conc:ea1ed spaces with wood blQdring not less than r thick, if not blcxked by other fratning members.
ProvjcJe blocking at each building story IeYet and at ends of joist spans.
3.6 S.l.UAI J'RAMIN'G
A. ~era1:
Provide stud fnuning whe~ shown. Unlesg otherwise shown, use 211 X 4" woOd studs spaced. 16" a.C. for interior
partition with 4" face perpendicular to direc:tion ofwaU or partition. PnwicJe;2.:II; 6" wood studs ...,to......,! 16n O.c. for
exterior walls, with 6" face .,. ..,,,,. ....,dicular tb: dift'lc:tiQll of wall. Provide sin8le bottom plate and double-top plates 2.
thidc by width of studs~ except single top plate may be used for non~load-bearing partitions, Nail 0{ anchor platf:s
to~ ,,~t' ", ~~ng construction.
CollSb'Ud _.._.,..._.. and intersections with nOt less than. 3 studs. Provide miscellaneous blocking and framing as
shovm and as requited tot support of facing materials, fixtures, ...-..:a:lty items and trim.
Provide C:O!ltinuous hon...........J blocking row :at mid-height of single.-stoty partitions over 8' high and at midpoint of
multi-story partitions, using 2. thick m.....l..oJ... of SPne width as wall or partitions.
:e. Frame. t' .... ,'.n85 with multiple studs and hr:adcrs, Provide nailed header m.....~ ...... of thickness equaI to width
of studs. Set headers on edge and 5L..... ' .. t em jamb studs.
HTG Ardlfreet.J
ProJ#9715
0610 - 6
8/L,'d
Sl~31IH~~~ .~ '1 'H 22:21 66, 11 ~~w
001 IL~
WDC!J
ARCHITECTS
9300 Hennepin Town Road
Eden Prairie, MN 55347
(612) 278-8880
fax (612) 278':8822
Jon P. Thorstenson
James R. Grover
Jeffrey J. Pflipsen
Philip V. Blasko
LETTER of TRANSMITTAL
To: PAUL BAUMGARTNER
Lll -l OF PRIOR LAKE
16200 EAGLE CREEK AVE.
PRIOR LAKE, MN 55372
Date: 20 January, 1999
Project No.
9715
Re: PRIOR LAKE STATE BANK
MAIN OFFICE REMODELING
~ Drawings
I Change Order
Shop Drawings
I Payment Request
~ Specifications
I Other
Copies
1
1
Date
1-20-99
1-20-99
Sheet No. Description
A2.2 LOWER LEVEL EXISTING FLOOR PLAN
A2.3 MAIN & Ut't'hK LEVEL EXISTING FLOOR PLANS
We are sending these:
U For your approval
W For your use
U For your review & comment
U Approved as submitted
U Approve as noted
U Correct and resubmit
Remarks:
ANY QUESTIONS, PLEASE CALL ME
Respect.ful~Y y r
Signe ...., I
PHIL ~L SKO, Architect
SECTION 0610
CARPENTRY
For non-bearing partiti~ provide double jamb studs and headers nCll less than 4" deep for opmings 3' and less in
wid~ and not less than 6" deep 1br wider Qpenings.
For load.-bearing parliuons, provide doubJejamb studs for openings 6' and less in wid.th; and triple--jam'b studs for
1IVidcr '..r.....ings. PnMde headers of depth. shown, or it not shown. provide as A ..~, ....mended by N.F.P.A. -Manual
for House F.ramiD3w,
END
H1'G Arch/recti
Proj#97 J 5
B/B'd
0610 - 7
S1J31IHJ~~ '~ '1 'H E2:21 66, 11 ~~W
JRN 20 '99 10:16 H. T. G. RRCHITECTS
P.1/4
lJDI If--"J
! J D (-!~/
.../L.._..L.J
ARCHITECTS
9300 Hennepin Town Road
Eden Prairie, ,MN 55347
(612) 278-8880
fax (612) 278-8822
Ion P. Thorsh..-nson
]aDIe$ R. Grover
Jeffrey J. Propsen
Phmp V. Blasko
FAX TRANSMITTAL via 4474245
4 P8Se5 (includinS t:cwlsmittal cover)
To: PAUL BAUMGARTNER Date: 20-J~9') Project No. 9715
CITY o.F PRIOR LAKE
16200 EAGLE CREEK AVE. Re:PRlOR LAKE STAtE BANK
PRlORLAKE; MN 55312 MAIN OmCE RlMODELlNG
Remarks:
PAUL,
Plcttse o:.dvise if thia is DOl adeqUIC. Full ~e drnwings ate going in Ehemail lOday.
~'~\N4 ~t.~_ P~JJS- P-iiDUCEP'~ 74~~ r~M i/8'~.1!-~11
THANK YOU
ANY QUES~NS, PLEASE CALL ME.
~fJP)
PHIL BLASKO, AlchitcCt
JRN 20 '99 10:17 H, T, G, RRCHITECTS
P.2/4
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(612) 784-6504
1701 - 93rd LANE N.E., BLAINE, MINNESOTA 55449
Tuesday, June 01,1999
Paul Baumgartner
City of Prior Lake
16200 Eagel Creek Ave. S.E.
Prior Lake, MN 55372-1714
Dear Paul:
This letter is in response to your request for information concerning the fire system/monitoring
we are providing Prior Lake State Bank at 16677 Duluth Ave. S.E.
There are three systems involved. A sprinkler system, a fire alarm system and the
burglar/access control communicator we have installed. The first two systems were provided
by others. From the sprinkler system, we are monitoring and transmitting trouble and alarm
signals from the Flow switch, and (2) tamper switches on valves. The fire alarm system gives
us an alarm trip. The lines to all of the above zones are individually supervised.
Our communicator is comprised of a Silent Knight Census 4821 configured to meet UL and
NFPA standards as a fire communicator with cellular backup. The central station monitoring
company is IDC. They are UL Listed for fire monitoring.
Though we had nothing to do with the installation of the fire system, we believe calling in the
fire system installation company and having them trip it will demonstrate our communications
path to IDC. Our system is dual battery backed up and the Silent Knight fire panel also is
supplied with a backup battery.
Let me know if you need any further description, please.
Sincerely,
.<,---t2~'?-
Ron Chamberlain
T""' ..
,~PNTRAC110R'S MATERIAL & TEST CERTIFICATE FOR AtOVEiGRo.~ND PIPING
PROCEDURE, ; . , .;
I Up~n completion of work, inspection and tests shall ba made by tha contractor's representative and witnassed by an. owner's representative. All
_defects shall be corrected and system left in service before contractor's personnel finally leave the,Job. "_.' ;.;,~.,.;' ",.!' '.'.
. , , . . , ,. . ;'f/ ~" ~ .. ',I. t 'l~
, A certificate shall be' filled out and signed by' both representatives. Copies shall be prepared for approving authorities, owners and contractor,
It Is understood the owner's representative's signature In no way prejudices any claim against contractor for faultYmatsrial, poor workmanship,
or failure..tocomply with approving authority's requirements or local ordinances. :, \.., , ".\'.' ,
PROPERTY NAME
'::>(2..i.Qf2 L~lC(E '5mra:- e l:\.t-jj[
PROPERTY ADDRESS
I'
I a,tc 77 {)Vl.UI4 r..kJ&- - Pr2.l0r;? L.Ja-k:8-
'ACCEPTED BY APPROVING AUTHORITY('S) NAMES ./
.',
DATE '
!
rnJ I\JN&~O'nq."
C!. l'~
ADDRESs'
PLANS
I,
INSTAL.L.ATION CONFORMS TO ACCEPTED PLANS
EQUIPMENT USED IS APPROVED
IF NO, EXPLAIN DEVIATIONS
[DVES 0 NO
[S(l VES 0 NO
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION,
OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT
IF NO, EXPLAIN ..'
[ElVES ONO
':'.,'
,. , INSTRUCTIO/llS
HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS
fFN~O~~~~ct.fNBEEN LEFT,ON PREMISES '.'" ,"i;"'ij'" ,;"'" ,,"., '., ',h'l',;tl,,,,.i'" '.
IKI VES 0 NO
'\
, :" ~ ~ "!
. ,>';
LOCA nON
OF SYSTEM
SUPPL.IES BL.DGS.
Jg' f=.1l70te. "l>..Jly ,
MAKE MODEL YEAR OF ORIFICE . QUANTITY TEMPERATURE
MANUFACTURE SIZE RATING
('1(= Iv 'n:2AI' ~~l- J::,: 1999 Vzv ,7 I,S-:c;"
SPRINKLERS ~'1'~~~ A - ~I?
('1 t5J...J"n2Al. - ~~v, C":'ll- 61 e, I ~ Q<<; Ih 17, 1::;-: <;W
PIPE AND
FITTINGS
PIPE CONFORMS TO
FITTINGS CONFORM TO
IF NO, EXPLAIN
J.J c=p,Q
IV J=(J~
STANDARD
STANDARD
ISd YES 0 NO
1&1 YES 0 NO
ALARM
'V AL VE
OR FLOW
INDICATOR
TYPE
1/ tl C:4J..=- ((~/~~& ~ ~
MAKE
MODEL.
l MAXIMUM TIME TO OPERATE lHROUGH TEST PIPE
MIN, SEC.
ALARM DEVICE
MAKE
'~Il
I' I'~E TO TRIP
THRU TEST PIPE
1}9Y vA'-.V'=
MOD'::'..
~eR IAL NO
~tc;'::
00 I),
- - "-MODEL
SERIAL NO.
PSI
TRIP POINT
AIR PRESSURE
PSI
TIME WATER
REACHED
TEST OUTLET
MIN. SEC.
ALARM
OPERATED
PROPERL Y
YES NO
DRY PIPE
OPERATING
TEST
MIN..
SEC"
WATER
PRESSURE
PSI.
AIR
PRESSURE
Without
0.0.0.
With
Q.O.D.
IF NO, EXPLAIN
III ~ 11 o.eo)
--'
PAINTED IN THE U.S.A, FOA NATIONAl. FIRE SPRINKI.ER ASSOCIATION, INC., P.O. BOX 1000, PATTeRSON, N.Y. 12583 (OVER)
DELUGE Be
PREACTION
VALVES
OPERA1'ION I 0 PNEUMATIC 0 ELECTRIC DHYDRAULIC
~ I:;;
PIPING SUPEf~f4J DYES DNo lDETECTlNG MEDIA SUPERVISED
DOES VALVE QPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS .. I
IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING' IF NO, EXPLAIN
DYES DNO
DYES
DYES
DNO
DNO
DOES EACH CIRCUIT OPERATE
SUPERVISION LOSS ALARM
YES I NO
.';-': I
HYDROSTATIC: Hydrostatic tests shall be'mllde at not leu than 200 psi (13.6 barsl for two hours or 50psi (3.4 barsl above static
pressure in excess of 150 psi (10.2 bars I Jar' tWo hours, Differential dry-pipe valve clappers shall be left open during test to prevent damage,
All aboveground piping leakage shall be stopped, ., . .'.' " "' ",'. .
TEST F~USHING: Flow the required rete until weter is clear es indicated by no collection of foreign material In burlap bags at outlets such as
DESCRIPTION hYdrants and blow-offs. Flush at flows not less than 400 GPM 11514 L/minl for 4.lnch pipe, 600 GPM (2271 L/minl for 6.lnch pipe,
750 GPM (2839 L/rJ'linl for 6.;nch plpe,1000 GPM (3785 L/mlnl for a.inch pipe, 1600 GPM 15678 L/mlnl for lO-inch pipe and 2000
GPM (7570 L/min) lor 12.inch pipe, When supply cannot produca stipulated flow rates, obtain maximum available,
f.IiI;I,JMATIC: Establish 40 psi (2,7 bars) air pressure and measure drop which shell not exceed 1.~ psi (0,1 bars) in 24 hours, Test
pressure tanks at normal water level and air pressure and measure air'iHessure drop which shall not exceed 1.Y. psi (0.1 bars) in 24 hqurs,
ALL PIPING HYDROSTATICALLY TESTED AT ..2Q.Q. PSI FOR "2.. HRS, .IF NO, STATE REASON ., ,
DRY PIPING PNEUMATICALLY TESTED 161 YES 0 NO
EQUIPMENT OPERATES PROPERLY cg YES D NO
- ;:., DRAIN READING OF GAGE L..OCATED NEAR WATER SUPPl.Y TEST PIPE. RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE
TESTS TEST STATIC PRESSURE: PSI PSI
Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping.
VERIFIEO BY COPY OF THE U FORM NO. 85B 0 YES 0 NO OTHER EXPLAIN
FLUSHED BY INSTALLER OF UNDER. hXl i>1-' 1V'i)
GROUND SPRINKLER PIPING DYES DNO ~
BU\NK TESTING NUMBER USED LOCATIONS NUMBER REMOVED
GASKETS . NONS'
WELDED PIPING ~YES D NO
MAKE
MODEL
DOES EACH CIRCUIT
OPERATE VALVE RELEAsE
YES NO
MAXIMUM TIME TO'
OPERATE RELEAsE
MIN. SEC.
IF YES...
DO YOU CERTIFY. AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY,
WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVELAR.3
WELDING
DO YOU CERTIFY .THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN
COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR.3
DO YOU CERTIFYTHAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A
DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE
RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SI..AG AND OTHER
WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF
PIPING ARE NOT FlENETRATED
NAMEPLATE PROVIDEO IF NO, EXPLAIN
~YES DNO
DATE I..EFT IN SERVICE WITH ALL CONTROL VALVES OPEN.
QSJ YES! D NO
~YES
DNO
[iJ YES
DNO
HYDRAULIC
DATA
NAMEPLATE
-~
REMARKS
/
SIGNAT;URES F~ PR~ER ~
F~tt1!{1;::;E~
ADDITIONAL EXPL.ANATION AND NO~S
NAME OF SPRINKLER CONTRACTOR .J .
"S \4/ g, n f.-} rZ{?" ~;1c\""Ir:5c7T C/Y1
TESTS WITNESSED BY
TI~
I ~~.
IT7,.~ J:~
u
,
DATE
I 3p)/9y
DATe: I :
L' '3-25-7/1
Hj drosbtc.
1?<s:J-
~
85A BACK
,~ONTRACl'OR'S MATERIAL & TEST CERTIFICATE FOR !itOVE'GROUND PIPING
PROCEDURE ,
I Upon completion of work, inspection and tesU shall be made by the contrac:tor'. representative and witnessed by an. owner'. representative. All
defects shell be corrected and system left in service before contrector's personnel finally 18eve tha Job. .
-. .' " 1,1 ,_I
, A ceniflcat8 shell be filled out and signed by both representetives. Copies shell be prepared for approving authorities, owners end contractor,
It Is understood the ownar's representative's signature In no way preJudice. any claim against contractor for faultvmaterlel, poor workmanship,
or failure to comply with approving euthority's requirements or local ordinance.. ..
PROPERTY NAME DATE '
!?r?- 1.0 (2. L ~IC"G f)~ ~1l:\-t...11.r
PROPERTY ADDRESS
I
I (J,~ 7 7 Dc.; (.~/71{ Y-kJ <:=- - fJl2..l O~ f..,ai<:l--~ YY1 J ,\) AJ L~~o Tn '
ACCEPTED BY APPROVING AUTHORITY('S) NAMES J
c:!. H.'-1
ADDRESs'
PLANS
I
, INSTRUCTIONS
LOCATION
OF SYSTEM
SPRINKLERS
PIPE AND
FITTINGS
ALARM
'V AL VE
OR FLOW
INDICATOR
DRY PIPE
OPERATING
TEST
II~ o.o-eo)
INSTAl..L..ATION CONFORMS TO ACCEPTEO PL..ANS
EQUIPMENT USED IS APPROVED
IF NO, EXPLAIN OEVIATlONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION
OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUJPMENT
IF NO, EXPLAIN , ..
HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS
AND NFPA 13A BEEN LEFTON PREMISES ", '. 'i'" "\ 'l" ""''''
IFNO, EXPLAIN '. '",".
SUPPLIES SLOGS,
rg f=.4.?oie ~ "'lr '
MAKE MODEL
/1 $c;ml-.
Ci-=Iu'~ 1~<I(~~.Go A - c<;} i?
r- t>>.J"'r12..Ol _ ~ t\J . C";'1"t '- Q- 12.
YEAR OF
MANUFACTURE
199Ci
Ic)Q~
ORIFICE
~IZ~
YZL'
~/2...
PIPE CONFORMS TO
FITTINGS CONFORM TO
IF NO, EXPLAIN
J.J ,:::p~
N /=(:J4,
STANDARD
STANDARD
ALARM DEVICE
QUANTITY
~7
-?
[DYES 0 NO
~YES DNO
[KlYES DNO
IRI YES 0 NO
TEMPERATURE
RATING
'\'\"$'"
1:::;-....
I5CI YES 0 NO
I8J YES 0 NO
MAKE
MODEl..
MAXIMUM TIME 10 OPERATE T1iROUGH TEST PIPE
SEC,
TYPE
I / ~ to.:J L;? (a/,~ft /oS! ,
'~ .
I)~V vJ\....,,-:
""OD,=~
MAKE
~'~~ETOTRIP
THRU TEST PIPE
~~~~A.~ ~0.
MA.i<;':
WATER
PRESSURE
PSI.
AIR
PRESSURE
TRIP POINT
AIR PRESSURE
PSI
MIN..
SEC,
PSI
Without
Q,O,O,
With
Q.O.O.
IF NO, EXPLAIN
MIN.
noo.
~- ""MODEL
TIME WATER
REACHED
TEST OUTLET
MIN. SEe,
SERIAL NO.
ALARM
OPERATED
PROPERLY
YES NO
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