HomeMy WebLinkAboutBuilding 06-0860 (Safe Haven), s/w 06-0853, 06-0961, Pl 06-0968, Mech 07-0083, Fire 06-0980, Meter 06-1092, FP 07-0044
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CONTRACTORS MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING
PROCEDURE:
Upon completion or work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall
be left in service before contractor's personnel finally leave the job.
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 for faulty material, poor workmanship, or failure to comply with approving authority's
reauirements or local ordinances.
PROPERTY NAME: SAFE HAVEN DRY SYSTEM DATE: 1/25/2007
PROPERTY ADDRESS: 13780 McKENNA RD, PRIOR LAKE MN
ACCEPTED BY APPROVING AUTHORITIES ( NAMES)
PLANS ADDRESS:
INSTALLATION CONFORMS TO ACCEPTED PLANS ~ YES U NO
EQUIPMENT USED IS APPROVED !sa YES 0 NO
IF NO, EXPLAIN DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION
OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT EiZ1. YES 0 NO
IF NO, EXPLAIN
INSTRUCTIONS
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: ~ YES ES NO
1. SYSTEM COMPONENTS INSTRUCTIONS YES NO
2. CARE AND MAINTENANCE INSTRUCTIONS 181 YES 0 NO
3. NFPA 13A lS2I YES 0 NO
LOCATION OF SUPPLIES BUILDINGS
SYSTEM ENTIRE BUILDING
DESCRIPTION MODEL YEAR ORIFICE SIZE TEMPERATURE QUANTITY
REL PEND DRY F3FR 2006 1/2" 155 86
GLOBE UR GL 2006 1/2" 200 150
SPRINKLERS
WELDED PIPING DYNA FLOW, TH~ADED PIPING IS XL
PIPE & FITTINGS FITTINGS ARE CASE IRON
ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST
ALARM VALVE l;ONNEl;TION
OR FLOW TYPE MAKE MODEL MINUTES I SECONDS
INDICATOR _'\ ~..~ I ",",p.r; ~ I ~.......
"' 1
DRY VALVE Q.OD
MAKE MODEL SERIAL NO. MAKE IMODEL SERIAL NO.
~€ ( lei[' ble_ {J
TIME TO TRIP' WATER AIR TRIP POINT TIME WATER REACHED ALARM OPERATED
THROUGH TEST CONNECTION PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY
MINUTES SECONDS PSI PSI PSI MINUTES SECONDS YES NO
DRY PIPE WITHOUT 30 qo 3/ 17 03 X
OPERATING QOD
TEST WITH
QO.D.
IF NO, EXPLAIN
. MEASURED FROM THE TIME THE INSPECTOR'S TEST CONNECTION IS OPENED.
OPERATION
o PNEUMATIC o ELECTRIC 0 HYDRAULIC
PIPING SUPERVISED
DYES
DNO
DETECTING MEDIA SUPERVISED
DYES
DNO
DELUGE
& PREATION
VALVES
DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS
DYES
DNO
IS THERE AN ACCESSIBLE FACILITY IN EACH CURCUIT FOR TESTING
IF NO EXPLAIN
MAKE
MODEL
DNO
DOES EACH CURCUIT OPERATE
SUPERVISION LOSS ALARM
YES NO
DOES EACH CIRCUIT
OPERATE VALVE RELEASE
YES NO
MAXIMUM TIME TO OPERATE
RELEASE
MINUTES SECONDS
DYES
HYDROSTATIC: HYDROSTATIC TEST SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BAR) FOR TWO HOURS OR 50 PSI (3.4 BAR) ABOVE
STATIC PRESSURE IN EXCESS OF 150 PSI (10.2 BAR) FOR TWO HOURS. DIFFERENTIAL DRY-PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO
TEST PREVENT DAMAGE. All ABOVEGROUND PIPING LEAKAGE SHALL BE STOPPED.
DESCRIPTION PNEUMATIC: ESTABLISH 40 PSI (2.7BAR) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0 1 BAR) IN 24 HOURS.
TEST PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED H/2 PSI (0.1 BAR)
IN 24 HOURS.
ALL PIPING HYDROSTATICALLY TESTED AT
DRY PIPING PNEUMATICALLY TESTED
EQUIPMENT OPERATES PROPERLY
TESTS DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OR
SODIUM SILICATES, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS?
!8L.YES
DNO
DRAIN TEST
READING OF GAUGE LOCATED NEAR WATER SUPPLY TEST PIPE
RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE
STATIC PRESSURE:
PSI
PSI
UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING.
FLUSHED BY INSTALLATER OF UNDERGROUND
SPRINKLER PIPING
1&1 YES
lSZI YES
o NO
o NO
OTHER
EXPLAIN:
VERIFIED BY COPY OF THE U FORM NO. S5B
BLANK TESTING
GASKETS
NUMBER REMOVED
DNO
IF YES...
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY
WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3
~YES
WELDED PIPING
[gI YES
DNO
WELDING
DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED
IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3
I$;?J YES
DNO
DO YOU CERTIFY THAT 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 SLAG AND OTHER
WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF
PIPING ARE NOT PENETRATED.
~YES
DNO
CUTOUTS
(DISKS)
DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS
(DISKS) ARE RETRIEVED
~YES
DNO
HYDRAULIC NAMEPLATE PROVIDED
DATA
NAMEPLATES ~YES
IF NO, EXPLAIN
DNO
REMARKS
DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN
NAME OF SPRINKLER CONTRACTOR:
SUMMIT FIRE PROTECTION
SIGNATURES
TEST WITNESSED BY
R ( SIGNED)
(l}/51
CONTRACTORS MATERIAL & TEST CERTIFICATE FOR -J(BOVEGROUND PIPING
PROCEDURE:
Upon completion or work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall
be left in service before contractor's personnel finally leave the job.
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 for faulty material, poor workmanship, or failure to comply with approving authority's
reauirements or local ordinances.
PROPERTY NAME: SAFE HAVEN WET SYSTEM DATE: 1/25/2007
PROPERTY ADDRESS: 13780 McKENNA RD, PRIOR LAKE MN
ACCEPTED BY APPROVING AUTHORITIES ( NAMES)
PLANS ADDRESS:
INSTALLATION CONFORMS TO ACCEPTED PLANS ~ YES 0 NO
EQUIPMENT USED IS APPROVED 181. YES 0 NO
IF NO, EXPLAIN DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION
OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT MYES 0 NO
IF NO, EXPLAIN
INSTRUCTIONS
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES I2Y YES D NO
1. SYSTEM COMPONENTS INSTRUCTIONS ~ YES 0 NO
2 CARE AND MAINTENANCE INSTRUCTIONS ~ YES 0 NO
3 NFPA 13A YES D NO
LOCATION OF SUPPLIES BUILDINGS
SYSTEM ENTIRE BUILDING
DESCRIPTION MODEL YEAR ORIFICE SIZE TEMPERATURE QUANTITY
GLOBE PEND GL 2006 1/2" 155 59
GLOBE SW GL 2006 1/2" 200 2
GLOBE UR GL 2006 1/2" 200 2
SPRINKLERS
WELDED PIPING DYNA FLOW, THREADED PIPING IS XL
PIPE & FITTINGS FITTINGS ARE CASE IRON
ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST
ALARM VALVE l;ONNEl;TION
OR FLOW TYPE I MAKE MODEL MINUTES SECONDS
INDICATOR I e.r 1./ '" L:;J t:. I U?
I I
DRY VALVE Q.O.D.
MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO.
TIME TO TRIP' WATER AIR TRIP POINT TIME WATER REACHED ALARM OPERATED
THROUGH TEST CONNECTION PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY
MINUTES SECONDS PSI PSI PSI MINUTES SECONDS YES NO
DRY PIPE WITHOUT
OPERATING QOD
TEST WITH
Q.O.D.
IF NO, EXPLAIN
. MEASURED FROM THE TIME THE INSPECTOR'S TEST CONNECTION IS OPENED.
OPERATION
o PNEUMATIC o ELECTRIC 0 HYDRAULIC
PIPING SUPERVISED DYES DNO DETECTING MEDIA SUPERVISED DYES DNO
DELUGE
& PREATION DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS DYES DNO
VALVES IS THERE AN ACCESSIBLE FACILITY IN EACH CURCUIT FOR TESTING IF NO EXPLAIN
DYES DNO
MAKE MODEL DOES EACH CURCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO OPERATE
SUPERVISION LOSS ALARM OPERATE VALVE RELEASE RELEASE
YES I NO YES NO MINUTES I SECONDS
I
HYDROSTATIC: HYDROSTATIC TEST SHALL BE MADE AT NOT LESS THAN 200 PSI (13.6 BAR) FOR TWO HOURS OR 50 PSI (3.4 BAR) ABOVE
STATIC PRESSURE IN EXCESS OF 150 PSI (10.2 BAR) FOR TWO HOURS. DIFFERENTIAL DRY-PIPE VALVE CLAPPERS SHALL BE LEFT OPEN DURING TEST TO
TEST PREVENT DAMAGE All ABOVEGROUND PIPING LEAKAGE SHALL BE STOPPED.
DESCRIPTION PNEUMATIC: ESTABLISH 40 PSI (2.7BAR) AIR PRESSURE AND MEASURE DROP WHICH SHALL NOT EXCEED H/2 PSI (0.1 BAR) IN 24 HOURS.
TEST PRESSURE TANKS AT NORMAL WATER LEVEL AND AIR PRESSURE AND MEASURE AIR PRESSURE DROP WHICH SHALL NOT EXCEED 1-1/2 PSI (0.1 BAR)
IN 24 HOURS.
ALL PIPING HYDROSTATICALLY TESTED AT Z' 8 PSI FOR c01 HRS. t1>_ IF NO, STATE REASON
DRY PIPING PNEUMATICALLY TESTED DYES o NO ~/3 JIl
EQUIPMENT OPERATES PROPERLY DYES DNO
TESTS DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OR
SODIUM SILICATES, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS?
c&"YES DNO
DRAIN TEST I~READING OF GAUGE LOCATED NEAR WATER SUPPLY TEST PIPE RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE
STATIC PRESSURE: PSI PSI
UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING,
VERIFIED BY COPY OF THE U FORM NO. S5B oy. YES 0 NO OTHER EXPLAIN:
FLUSHED BY INSTALLATER OF UNDERGROUND ~YES 0 NO
SPRINKLER PIPING
BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED
GASKETS D
WELDED PIPING ~YES DNO
IF YES..
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY ~YES DNO
WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3
WELDING
DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED ~YES DNO
IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3
DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A 9llYES DNO
DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE
RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER
WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF
PIPING ARE NOT PENETRATED.
CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS !S<1YES DNO
(DISKS) (DISKS) ARE RETRIEVED
HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN
DATA
NAMEPLATES ~YES DNO
REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN
NAME OF SPRINKLER CONTRACTOR: SUMMIT FIRE PROTECTION
SIGNATURES I
/\ II I TEST WITNESSED BY
fl '.t, if2J ~~ 1~,tJ~ I~A 1 ,A~ ~ DA~~jt
~ ~~7
SUMMIT
t .u. 1'..,',0, ,...,. ", F7''', r L~R CONTRACTOR ( SIGNED) y . DAtE: I
TITLE
~ 13//J 17 d /13/ 6-- S- ~ 0 7
_ 'r-r
-- {/
~ ? '\,
SUMMIT
FIRE PROTECTION
LETTER OF TRANSMITTAL
DATE:
9/z&ID~
c;:+y [) ~ fJr I~ o~r {~/i e.-
/62DO &tole- (/ecK: tl.--e
Pr /
r;t,r faft hlfJ, 5SJ72-
.
_PIeLA ~.ktr- D(n+.
,
JOB
NUMBER:
1Z,&StL/
C;;;{ k & ue'1
TO:
JOB NAME:
ADDRESS:
ATTN:
Please find enclosed the following:
B
Shop Drawings
Prints
Other
EJ
Copy of Letter
Change Order ,r-
EJ
Plans
Specifications
Date
Description
~
For Approval
For your use
As requested
For bids due
~
Approved as submitted
Returned for corrections
For your review
Remarks:
Signed:
IOWA
760 LIBERTY WAY
NORTH LIBERTY IA 52.1 17
PHONE: .1 19-665-4.1.10
FAX: 319-665-4331
ST. CLOUD
41R GREAT OAK DRIVE
ST. CLOUD, MN 56.187
PHONE: 320-257-6.190
FAX: 320-257-6392
ROCHESTER
3026 40TH AVENUE NW
ROCHESTER, MN 55901
PHONE: 507-280-0622
FAX: 507-280-0577
L1NO LAKES
7.101 APOLLO COURT
L1NO LAKES, MN 55014
PHONE: 651-251-1880
FAX: 651-251-1879
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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
I White
Pink
Yellow
If, C)() .- CXo
I PERMIT NO.O(P. 68100 I
File
City
Applicant
ZONING (office use)
:s 0-. F re
~ 1 fbc>
4MJ~\4
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LEGAL DESCRIPTION (oftlce use only)
LOT
BLOCK
ADDITION
PIDZ5 452.001 .0
OWNER
(Name) () c.... "'"
s c.. o.d
(Phone)
(Address)
BUILDER
(Company Name)
(Contact Name)
(Address) 170 ~ I
Pr,'cy/o..!I'C.
(Phone)
(Phone)
iJ1'r\
7'S' ol- </'1fJ- 9 i(JO
9s;)- ~)I()- '1 'to e ~
S-3 '3
TYPE OF WORK ~New Construction ODeck OPorch ORe-Roofing ORe-Siding OLower Level FinIsh 0 Fireplace
OAddition OAlteration OUtility ConnectIOn
CODE: OI.R.C. ~I.B.C.
Type of Constmction: ~ I
Occupancy Group: A lV E
Division:
o Misc.
III
IV
Aci)
S U
PROJECT COST IV ALUE
(excluding land)
$
I} 30dJClc)O.~
II
F
I
m is applicatlOn which IS to the best of my knowledge true and correct. I also cerl1fy that I am the owner or authOrIzed agent for the
all coostructlOn will conform to all eXIStmg state and local laws and will proceed in accordance with submitted plans I am aware that the buildmg
.t cause Furthermore, I hereby agree that the my official or a deSIgnee may enter upon the prope11y to perform needed mspectIOns
x
"7" 0-0- G:.
Contractor's License No.
Date
This Application Becomes Your Building Permit When Approved
I~~
I l3ulldlll~ Ollicial
/0/5',.6 "
, Date
SAC
1550.
Gas Fireplace Permit Fee
(
$
$
$
$
$ S4f'cz.a.A"'re"
$ :Se:1'~
I $ SG'P~~
$ Se:Pt.-rLl'r7C
Park Support Fee
#
~
Permit Valuation
Permit Fee
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Water Meter Size 5/8"; 1";
Pressure Reducer
Sewer & Water Permit Fee
Sewer/Water Connection Fe1SDo.JJ 5
Water Tower Fee 10 DO.' # 5
Builder's Deposit
Other
TIllS IS to cerl1fy that the request 10 the above applicatlOn and accompany 109 documents is 111 accordance With the City Zoning Ordinance and may proceed as requested. ThIS document
when slgocd by the City Planner constltutcs a temporary Certificate of ZOnIng compliance and allows construction tn commence Before occupancy, a CertIficate of Occupancy must be
"""'~
./ lanning Director
/i/-S- 06"
Special Conditions, if any
Date
24 hour notiee 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
/2-.4-.06:,
Date Rec' d
II. /16. () b
File
City
Applicant
1 White
Pink
Yellow
f1 ~lC6t11N/J ;eOrrO
-5A-t~ UtvaJ
ZONING (office use)
LEGAL DESCRIPTION (office use only)
LOT
ADDITION
PID z.s. fSZ. CXJ I. 0
BLOCK
OWNER
(Name)
(Phone)
(Address)
BUILDER
(Company Name)
(Contact Name)
(Address)
,
D~D
rOU;- /'V.
S /lr'8tP6
11~.
#to/ /00
/'?~ ~.5"3
.J J/ ~-;C;- L1
(Phone)
(Phone)
890.
ez.. 88
TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing
DAddition DAlteration o Utility ConnectIon
CODE: DI.R.c. DI.B.c. #MiSC
Type of Construction: I II III IV V A B
Occupancy Group: A B E F H I M R S U
Division: I 2 3 4 5
ORe-Siding OLower Level ~() ~::;e~~
I1&TE~S //UtUo/rl1/tJJV
PROJECTCOST/VALUE $ Nt/fete)
(excluding land)
I hereby certlly that I have turnrshed mformatllln on this applicatIOn which IS to the best of my knowledge true and correct. I also cerllfy that I am the owner or authorized agent fiJr the
above.mentloned property and that all constructIon will conform to all eXlstrng state and local laws and will proceed in accordance with submltted plans I am aware that the bUlldmg
~ticial can revo -, tillS permit fClr JUs use F 'rmore, I hereby agree that the City official or a deslg;;;lm1?e~mPropel1Y to perfi)rm need; ~3J/ 06
Contractor's License No. I' Dati
Permit Valuation
Permit Fee
Park Support Fee
SAC
#
#
$
$
$
$
$
$
I $
$
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Water Meter Size 5/8"; I";
Pressure Reducer
Sewer/Water Connection Fee
Water Tower Fee
#
Builder's Deposit
Other
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
$
$
$
$
$
$
$
$
$
TOTAL DUE
5.()O
12-./2-. ~ (,
12elV.o ~
,~ .rRPe
ThIS IS to certify that the request In the above applicatIOn and accompanYing documents IS In accordance with the City Zo ng Ordinance and may proceed as reqllested. ThiS document
when signed by the City Planner Cllostltutes a temporary Certificate of Zonrng comphance and allows constrUC110n to commence Before occupancy, a Certllieate of Occupancy must be
isslIed
Planning Director
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
4646 Dakota Street Prior Lake, MN 55372
Special Conditions, if any
Date Rec'd
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
q.1/O.d(,
I. Green File I PERMIT NO
2, Yellow City ./}r _ .. tf!l../!!!"'-:J..
3. Gold Applicant C19 ~ -;;;7 ;,J
ZONING (office use)
.w .
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID ZS. .f(z,. (Jol "
OWNER
(N ame) DAN
(Address) litS<4....
SA-A-t:> - 'SM-f rWw CS;~(2.,
bU"'OA~ Avf.
(Address)
+oil- 't~U7f1-( (Phone)
?e.\Of.. ~\(.t
(City)
S5371.-
(Zip Code)
(/
APPLICANT
(Name) Ar\ES (bvsnz,o~""'10,.:) ::r~~.
(Address) Zooo Al-"\ES C>~\Vc;.
(Address)
(Phone)
~~Z-Y3S-7IOfo
'BuIWSVI~ I MIV
(City)
SSJO"
(Zip Code)
(Contact Person) I<c 1.11.0
l(w t1M t J(
APPLICANT SIGNATURE
~ ~
(Phone) qsz-- 4~S - 7/0"
- ~ DATE q /,'1 !()(o
--
-1
APPLICANT PLEASE COMPLETE BELOW
Size of water service e"'l-z'" inches. s'iOl" 0+ B" i: ~'iO ' t>P z."
Location of any couplings from structureV/A- feet.
Type of sewer pipe. 0 ABC IX] PVC 0 Cast Iron
Estimated length of sewer line ;S so (' feet. SCe. pt-AJJS
Clean out (if required) located at #f..t feet from structure.
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 $ .3', t::/.X).....
Building Permit #
SEWER AND WATER PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
$
$
$
3'0,00
.50
310.SO
(Office Use Only)
This Application Becomes Your Building Permit When Approved
~ ~ qlz/lo\"
Y ing Official Date
Paid 3/0.5D
Date 1. 2 d. () ft,
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
&A.v& ~r~ S\"t.X!I)~vtD ~ l~(ore
Date Rec'd
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
I Grecn
2 Yellow
J. Gold
File
City
Applicanl
ZONING (office use)
ADDRESS
13780 McKenna Road
LEGAL DESCRlPTION (office use only)
LOT
BLOCK
ADDITION
PID a)' -1-52-0::> (.-0
(Address)
17021 Fish Point Rd
(Address)
Prior Lake, MN
(Phone) 952/440-9400
55372
OWNER
(Name)
Keyland Homes
(Cicy) (Zip Code)
APPLICANT
(Name) STOCKER EXCAVATING COMPANY, INC.
(Phone) 952/890-4241
(Address)
12336 Boone Avenue
(Address)
Curt
Savage, MN 55378
(Cicy)
(Zip Code)
same
APPLICANT SIGNATURE
(Phone)
DATE
(Contact Person)
APPLICANT PLEASE COMPLETE BELOW
Size of water service ~ inches. ' ~1?:4'
Location of any couplings from structure _ feet.
Type of sewer pipe. 0 ABC IXI PVC 0 Cast [ron
Estimated length of sewer line I ~ 0 [efj}.-fp,
Clean out (if required) located at 5 -rfeet from structure.
FEE SCHEDULE
Industrial, Com'l & Multi-family l% of job cost with a $39.50 minimum
Water connection only $17.50
Building Permit # ~,.; Bw
$ -.90.0U
$
$
.50
')0. ~O
Residential sewer and water line connection
Sewer connection only
$35.50
$17.50
Estimated Cost $ 5000.00
SEWER AND WATER PERMIT FEE
STATE SURCHARGE
TOT AL PERMIT FEE
(Office Use Only)
This Applica 'on Becomes Your Building P
(<IJ ---
en Approved
Paid
Receipt No.
Date
By
Building Official
Date
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
F/~S
PERMIT N
White File
Pink City
Yellow Applicant
/3780
11 u:::G 11/ N /!
~o,4.o
Date Rec' d
ZONING (office use)
PUD
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID Z.s: 4-62. 001.0
OWNER
(Name)
(Phone)
(Address)
Stt'ft'_ I-IA ile/J fir fOl-ctA
.
fltcJ4I1J14 It:! ~,ul (;;(U1'!Y /') 'It-
BUILDER /" 11
(Name) "7 '" /17 '" /1 Fr'r r' rn> ft (-I/u Y1
(Contact Name) 'i...}/{/o6 J::1U'1~.>
. /
(Phone) kl-;">/-/~E?P
(Phone)
(Address)
TYPE OF WORK
)itNew Construction
ORe-Roofing
ORe-Siding
DDeck
o Porch
o Lower Level Finish
o Fireplace
DAddition
OAlteration
o Mise.
PROJECTCOST/VALUE (exc1udingland) $ 75,8'"DO
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 prope erfo n ede . spections.
x
City SAC and WAC
Water Tower Fee
Builder's Deposit
Other
#
#
075
Contractor's License No.
Permit Valuation
Permit Fee
Park Support Fee
SAC
#
#
$
$
$
$
$
$
$
$
TOTAL DUE
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
Water Meter Size 5/8"; I";
Pressure Reducer
?/z6h6
Date
$
$
$
$
$
$
$
$
$
ecomes Your Building Permit When Approved
IOklD / (J~
, t Da
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
01/17/2007 08:30
'3524'325005
GLOWING HEARTH:/HIGH
P AI~E 01./01
~
/ 11Tr\'-'? \
(0"" /lrl'\ \ ( \
:: (// II \\ ') ~!\
,~\~~
"" ~f'\'N'(~O-(,I"
CITY OF PRIOR LAKE
HEA TING/AIR CONDITIONING/FIREPLACE PERlVllT
Fl (.,~ N
.---~~-'
; :;'~~;" ~::; :1 PE R1VIIT N
~ V.::;hl\\ f'f'\~\l!('.l~l .
Date Rcc'd
(Plc~~c l'vpC O~ j:l.~int and ~ir,n ot bottom)
I ADDRESS
1_ J 31 ~ () .__rY\ Q., ~QJI ("~
lli
I ZONING (offiCe ".",)
i
I LEGAL DESCRD?TION (orner. u,c only)
II LOT BLOCTS ADDTTTON
I
PID2S. ~SZ. 00(. d
r OWNER \) - \.J \ /"\. .- --r--1... \ ~ - ();::-) LJ/~:'r;;,Ur;r- I
, (i"TarnC)_~~~~Lk-_' \ '\O~.e- ~ (Phone) ~(/, - /7_V- -rlvu i
I (Add",,) L1QJ.LJ1:L'P-Din~-I-llio_\CLo,~ml\L$.3ld I
IillUCANl: /'~l . j 1/1 - ,/ j , J L L) /)r:-/'}-I JC!j-U/j -'7/~ l
I (N..' amc)___t..:::I_ ; .~. :~,aft1-"'-T nW'Yk.1JJhon,) ~_fC__'-UC7- 7 !7'-/(P !
(;\ddrCSS)j[)[) ,~d2o Dr-- :=s-0xr0-eu ') _.S5359-
(A-1drC';';) . iCi\;') (Zlr Code)
I (COOl",P,,;on) ~~ .----I...:cl~ - ./ (Phone) 25"':';- 0iqd~qd-~_
I APPUCA!:'TSTGNATURE . h~~~ DATE _LI.../-J!P~7 .
~ APPLICANT PLEASE COMPLETE BELO\V
NEW CONSTRUCTJO~ 0 R fPLACEMENT D AL TER./I TlON::. --
fURNACE MAKE AND .MODEL FUEL
HUE SIZE
RETURN OPENJ)IGS
P\rPUT
OUTPUT
TY1'E OF SYSTEM
PLEASE NOTE: Air Conditionel'
o Slcnm U . f' I C
'nlt~ and lnp aces smoot Encroach
o j.r,'1 \\',u.:r
illto Reqnircrl Sirlc 'I'llI'd SHbaeks.
o RuJialinr1
O Firepl:1.(('~ with Box Additions Of'
Sp~Ci;ll Dcv;,:e~
o Olher Dc'!icc~ -' Cllntilcn!"s to the Ollt<;irlc (If Buildings
'L -, c-: . 'L' . __ /C7\ 'J. _ R~tlin' a._._I3\1ildin~ Permit.
FTREPLACE MAKE AND MODEL lJeQ:::t t G 112 -d'~' - - 73
REATJNG OR .POWER PLANT
OWM111 ..\ir PI'lnlf.
OGr3v,Iy
E},,1cch~Di,:,,1
OAir Conditioning
OVenl. :)}'BICm
J
llJdll~ITj;,I, Commcrci,Jl & t\fulti-Fil!11ily
FEE SCHEDULE
1% orjoh C()~1 Rcsiden.llQ.L{;'" Fir'pl~~.,.._
~39.5n minimum
,~9CJ. <;0 ?csidcnlinl Additions & Alteration,
~;(A51' Rc,ici:nl1.l1, !\c Ol1ly
$39.50
RC'sidcnt1<\I. HeMing 8: Ale (New C0)1Sl.nWio111
Resident1;,1, He:'11;ng Only (Nc''!'' Con9lrllclion)
J,J950
$J9.50
Esti:nMC'cl COSl S
8ui!ding PCIl1l1T i;'
HE.;\ TrNG PER1\.1TT rEE
STATE SURCHARGE
TOTAL PERMtT FEE
s_53_I~Q
3; .50
$ Lf()...JIQ
.r
(Oflicc U~c Onl}')
P1if.'
I Paid 40.00
I D;)t1 215.
TRCCCiPt 1\0. 5z.e4-0
,
This Applic:ltion B~comcs YOIII" Building Permit When Approved
Hulin'"!! Offjci~1
24 hour no\;.:~' fr.o' 'Ill i:-l~I~"(1j"\1' ,')';2) ,j'i7-<ifl50, h-: (952) 447-4245
I (,)r)f) '_ ":,~~J..: ( ":Cor' /n'C'nllc prirn L_J..k~~, \1N 553 7)
CITY OF PRIOR LAKE
HEATING/AIR CONDITIONING/FIREPLACE PERMIT
t. Pink File
2. Green City
3 Yellow Applicant
\~ ,'b ~ ~ c '(S,..Af\t\ ~ 6
Date Rec'd
10.30.0(;,
ZONING (office use)
LEGAL DESCRIPTION (office use only)
LOT \SLOCK \ ADDITION
PID
(Phone)
C{ ~ ':\-~ \.\ ~ ~ C~ LI GO
~~e~R ~'1\ '""~ ~ \\ ~ t'\D
(Address) \ -, ~a \ ~\'~ '" f-t (,,~
(Jf'lG..... Lc;(U-..
APPLICANT M. L '^ -.
(Name) \ '\.Jl ~ Y\) \ \ ) ...... ..-1- Y\ C
(Address) \ (0 q ~ 0 'vJ (t , \.. u ~ V\ V\..
(Address) \
(Contact Person) N ll, h~ ~~
APPLICANT SIGNATURE .~ t~ ~
(Phone) '15" ~- Y Y 7-& \ ~L
(J r,' 0- l c,\Ct, I\t\> 5~ 1-'~
(City) (Zip Code)
(Phone) tn .~-~ ~ ~~'~~1,g,l.\(
DATE I 0, S~-\:;
APPLICANT PLEASE COMPLETE BELOW
EW CONSTRUCTION D REPLACEMENT D AL TERA TIONS
FURNACE MAKE AND MODEL FUEL
FLUE SIZE
RETURN OPENINGS
TYPE OF SYSTEM
INPUT
HEATING OR POWER PLANT
o Steam
o Hot Water
o Radiation
o Special Devices
o Other Devices
OWarm Air Plants
o Gravity
o Mechanical
OAir Conditioning
OVent. System
FIREPLACE MAKE AND MODEL
Industrial, Commercial & Multi-Family
FEE SCHEDULE
I % of job cost Residential, Gas Fireplace
$39.50 minimum
$99.50 Residential, Additions & Alterations
$64.50 Residential, AC Only
\ () ~,~-\t~ Building Permit #
Residential, Heating & AIC (New Construction)
Residential, Heating Only (New Construction)
Estimated Cost $
REA TING PERMIT FEE
STATE SURCHARGE
'TOTAL PERMIT FEE
$ \\)~\J ~
$ .50
$~
Paid /,010. SO
DateZ. Z. Z. . Ci 1
notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue, Prior Lake, MN 55372
OUTPUT
PLEASE NOTE:
Air Conditioner Units
Cannot Encroach into
Required Side Yard
Setbacks
$39.50
$39.50
$39.50 II~
J-~
...} ~A1 $f
/) JfI/ t> (,
IV" A j()' /
lb.
Receipt No. 5z8Cef:j
By
Date Rec'd
CITY OF PRIOR LAKE PLUMBING PERMIT
/6. 25.0Co
R",e w O(;,.O/J'O
i ~~ ~~~, I. PERMIT N. O. /, . Q /-8-' . ,
J. Yellow Appilcant . (J1 !-IIZ__-,
(Please ~()r print and sign at bottom) , ,
IAOO-RESS. l37 80 Me~NN~ K.OllD /v, I/l(. I
I Shlf: Jfl+ven {;rYDu+h -Shefherds ~~ Cw-tlY7tJiVilY -~IDR ~ ke
~EGAL UESCRlP110N (offitt"" "I,)
LOT BLOCK ADDITION
I ZONING \Off,ccuscll
I I
I J
PID Z5
o
i'OWNER J(11.. I '\ J J
I (Name)~t:tf\Jd f<I()(I7ES
\ (Ad~ress) /7D2..1 . (;J.fblnr 1(J S. [.
[ ~~:;~fANT ,-tJ~ j) r/(LC h-f)N Ie A I ~. 'rne.
(Address) C)025 t,J. Hwy )() J .5i)j-.fe 8
(Address)
kA
fJJL t!
(Phone)
952 -LjLJO..- CJLJOO_
(Contact Person)
r;~ I 0." h k. p?;'J 5"S '3 I 2
WZ- 32~-~:r t<f
(Phone) qSZ -890 ~3 2.<68
0,4 VA-GF 55373
(City) (Zip Code)
(Phone) Q5z -890 --3 zr;g
DATE JO~24~(J~
']
APPLICANT SIGNATURE
I
_:-J
i Quantity Type of Fixture Quantity Type of Fixture --
Bath Tub with or without shower c,. Rough-ins
I Dishwasher Water Heater
I /1 Floor Drain 0 Water Softner
~ ~ Lavatory (Bathroom Sink) ,',J Stand Pipe (Washing Machine)
,'J. Laundry Tray (lor 2 compartment sink - Sewage Ejector
b Shower Stall Backflow Assembly
if Sinks Backflow Assembly Test
, Bar Sink I Lawn Sprinkler
L /0 I Water Closet (Toilet) l- ather
,
APPLICANT PLEASE COMPLETE BELOW
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum
Residential, New One & Two-Family $99.50
Residential, Additions & Alterations $39.50 .J II~
tJI~(, ilIA)
,tv/,'O ~~''''~
IVVv ,0- ~
S".f
,,.1
J
Estimated Cost $ )~ lJVD Building Pennit #
PLUMBING PERMIT FEE $ 5/0. 00
STATE SURCHARGE $ .50
'-
TOTAL PERMIT FEE $ 51 0 . 50
Paid 5/0.50
Date/I, It, ,flIP
Receipt N05Z~6'
By
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
\ ' (
\ (1 (
I
PRIOR LAKE
INSPECTION RECORD
~~TEU~~D~FE~~RK I~}~~~~ HM'6N9
USE OF BUILDIN~
PERMIT NO. 0 DA E I D ~O
CONTRACTOR PHONE~,
NOTE: THIS IS NOT A ERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
r
. ,t\RTMENT OF
v....DING AND INSPECTION
INSPECTOR DATE
! FOOTING 0 l\{b\ .J; :0 J<\-iJ(, /! l) I ) \. uG
I FOUNDATION (Prior to Backfill) 1 ~ i If --fs'-CJ&
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
SEWER I WATER I SEPTIC
FRAMING j- LArHe
INSULATION
ELECTRICAL
PLUMBING 'I\;-; \ \ . ~
HEATING (if required)
FIREPLACE
GAS LINE AIR TEST
COVER NO WORK UNTIL ABOVE HAS BE N SIGNED
I -S'p (L\ N ~ Lef2-- 1 flfI Iff] I
.
FINALS
GRADING (Prior to Sodding)
BUILDING
ELECTRICAL
PLUMBING
HEATING
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior 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.
~t-q-(/I
~~'o/O)
FOR ALL INSPE.CTI,ONS (952) 447-9850
White - Building
Canary - Engineering
r t"'lnK - Plannhl~
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
"
'/
7'- ,
"
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
I
/ ,i
Accepted
::
x
Accepted With Corrections
Denied
t// ~
/' ~
/6 - S -q;-
Date: ~
Reviewed By:
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."
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT h 'I /t!Lvd
APPLICATION RECEIVED 7-(}CJ-O-G
f/()l41eS
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
SliFE /llflGN
Accepted
Accepted With Corrections
~
Denied
~~::~/tfl ~:L; F--~;:~;:L~ JS(~. ~~~ ~
~ ~(j>A-r(~ ~/~?/J1M.j- ~-s
2.. 'N~f.., frM ~_ ~ Bo/C
"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."
~.,';' ;.c~~,"? '''''~"'.}'i'~I," ~
l!'~1';'.,""d, ~
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT /(e 'f It2-u:l
APPLICATION RECEIVED 7-dO-O~
f/()#JeS
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
SliFe Ii I!-U;N
~ccepted
y
Accepted With Corrections
Denied
Reviewed By: ~ ~ v,~ " Date:
/?' 'J ~ .
Comments: V ,L?I / 5 a, tr::.- CLJ JY] J d
117~~
L:-L" ~
+k
C L. oJ. pf1 sv \_It
o
C')~z.. ) 44 l -- ~ R 'S~
("/ - -
~~\d
~
L B L_~
\,,)~ \..\..,. .,~."",.."....~
~
~
"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."
7~
"~,,~,,. .h' ~"
~;~ 1"r ~i'<'-' , "
,- .~~Ift'''
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT ~ 'I 112 vel
APPLICATION RECEIVED 7- f)O-06
N()#!eS
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Sll~~ /l1fU;).J
~ccepted
"i
Accepted With Corrections
Denied
Reviewed By: ~ ~ v,~ ~ Date:
/)- 'J ~ '
Comments: V J t; / 5 a, rG- CtJ J11/ ~
~'-- ~
1!7~~
+~
CL.. oJ- (){1sv \_~ ~A~~\
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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."
~ Metropolitan Council
August 14,2006
Environmental Services
Bob Hutchins
Building Official
City of Prior Lake
16776 Fish Point Road
Prior Lake, MN 55372-3323
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has reviewed the SAC assignment for the Safe
Haven. The original letter for this detennination was dated July 31, 2006, letter reference 060731 A8. This
project is located at County Road 42 within the City of Prior Lake.
This project should be charged 5 SAC Units, instead of the 8 units originally assigned. The SAC review is
based on new updated infonnation. The Council understands this building is subsidized for low income
housing. This detennination follows:
SAC Units
Charges:
Apartments (without laundry)
5 units @ 60% @ I unit/SAC Unit
Office
1978 sq. ft. @ 2400 sq. ft./SAC Unit
Activity
3260 sq. ft. @ 2060 sq. ft./SAC Unit
3.00
0.82
1.58
Total Charge: 5.4 or 5
In order to qualify for the subsidized low income 60% SAC rate discount, the following conditions must be
met:
I) This project is subsidized under a government low to moderate income
housing program.
2) There is no dishwasher or garbage disposal in each individual dwelling unit.
3) This building must have a common laundry facility.
4) There must not be any plumbing for washing machines in each individual
dVv'clling unh.
If plumbing for washing machines is installed in each subsidized dwelling unit, SAC should be collected at
75% of the current rate. If you have any questions, call me at 651-602-1378.
s~~
Jessie Nye
SAC Technician
Environmental Services Division
IN:kb: 060814A4
/
cc: S. Selby, MCES
Dan Saad
www.metrocouncil.org
390 Robert Street North. St. Paul, MN 55101-1805 . (651) 602-1005 . Fax (651) 602-1477 . TrY (651) 291-0904
An Equal Opportunity Employer
Page 1 of 1
Bob Hutchins
From: Bob Hutchins
Sent: Friday, February 09,20073:11 PM
To: 'David Linner'
Cc: Kevin Horkey; Bruce Follestad; Mike Peterson
Subject: RE: Safe Haven HV AC
Dave, In investigation of Bruces letter suggesting the lowering of the occupant load to a more realistic level to 120 occupants,
I do not believe that the building code would allow us to do that without further evidence, By lowering the occupant load and
the OSA to 545 CFM may not be adequate to supply fresh are to the room. Presently the code would call for 218x7.5 CFM=
1635 CFM for the area as per ASHRE 62-2001 code. I would suggest that Bruce research the possibility of using lowered
fresh air requirements that are used in Section 6.1.3.4 of ASHRE which addresses intermittent occupancy and states in part
"Where peak occupancies of less than three hours duration occur, the outdoor air flow rate may be determined on the basis
of average occupancy for building for the duration of operation of the system, provided the average occupancy used is not
less than one-half the maximum." If the space is to be used more than three hours, a system may be able to be designed to
catch up on the lagged time. Let me know if this is a possibility.
Plan MI is acceptable, smoke into 119A was added but not required by code as the duct does not open into hall 141. Also was
looking for answers on kitchen hood; How many CFM; makeup air and interlocked into F-3? Thanks
Robert D, Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.9678
-----Original Message-----
From: David Linner [mailto:dlinner@linnerarchitects,com]
Sent: Monday, February 05, 20074:37 PM
To: Bob Hutchins
Cc: Kevin Horkey; Bruce Follestad
Subject: Safe Haven HV AC
Bob,
Please find attached Sheet MI revised 2/1/07 showing smoke dampers
and ceiling dampers.
Also attached is a letter from Dan Saad at Safe Haven showing the
uses and occupant loads for the Activity Area, room 101. The
mechanical engineer, Bruce Follestad has his calculations for fresh
air ventilation for this Activity Room on an attached letter as well.
Please let me know if these documents are acceptable for
construction. Thank you, David Linner
2/9/2007
Bob Hutchins
From:
Sent:
To:
Subject:
fbaengineers [fbaengineers@integraonline.com]
Monday, February 19, 2007 11 :36 AM
David Linner; Bob Hutchins
Safe Haven HV AC
To: David Linner and Robert Hutchins:
I discussed two remaining ventilation questions with Robert Hutchins, Prior Lake Building Official, on February 16,2007:
I. The outside air ventilation for Activity Room 101 was
calculated using ASHRAE 62 6.2.5.2 Short-Term Conditions, which
allows averaging for intermittent occupancy.
~ ' I OC As 11t2/1 ~ 02 - Z CD!
2. We do not know the size of the kitchen exhaust hood that is
being furnished by the Owner, but have recommended that the
hood exhaust volume should not exceed 200-300 CFM.
0,~
I(
Sincerely,
Bruce Follestad P.E., President
Follestad & Barrett Associates, Inc.
2300 Kennedy St. NE, Suite 50
Minneapolis, MN 55413
Phone: 612-333-4341
Fax: 612-344-1115
Email: fbaengineers@integra.net
1
~~ ( /tk101
Dave, I agree that fire dampers are not required. The following are requirements:
I. Room 115 are required to be protected by smoke dampers;
IRC 302,1.1.1 states in part 'Separation; the incidental use area shall be separated
from the remainder of the building by construction capable of resisting the passage
of smoke. The partitions shall extend from the floor to the underside of the fire-
resistance-rated floor/ceiling assembly or fire-resistance-rated rooflceiling assembly
above or to the underside of the floor or roof sheathing, or sub deck above. Doors
shall be self- or automatic closing upon detection of smoke. Doors shall not have air
transfer openings and shall not be undercut in excess of the clearance permitted in
accordance with NFPA 80."
2. Corridor 153 6/6 SA and corridor 141 16/12 RA are required to be protected by smoke
dampers;
IBC 715,5.4.1 states: Corridors. A listed smoke damper designed to resist the
passage of smoke shall be provided at each point a duct or air transfer opening
penetrates a corridor enclosure required to have smoke and draft control doors in
accordance with Section 715.43-
Exceptions:
2. Smoke dampers are not required in corridor penetrations where the duct is
constructed of steel not less than 0.019 inch (0.48 mm) in thickness and there are no
openings serving the corridor. The two openings penetrate the corridor fire partition
and are open into the corridor.
3. The five bathroom exhaust fans that penetrate the I hour fire resistive roof /ceiling assembly
are required to have ceiling dampers;
IBC 716.6.2 (of the 20061BC which is easier to decipher than 715.6.2 of the 2000
IBC) states: Membrane penetrations. Ducts and air transfer openings constructed of
approved materials in accordance with the International Mechanical Code that
penetrate the ceiling membrane of a fire-resistance-rated floorlceiling or rooflceiling
assembly shall be protected with one of the following:
I. A shaft enclosure in accordance with Section 707.
2. A listed ceiling radiation damper installed at the ceiling line where a duct
penetrates the ceiling of a fire-resistance-rated floorlceiling or rooflceiling assembly.
3. A listed ceiling radiation damper installed at the ceiling line where a
diffuser with no duct attached penetrates the ceiling of afire-resistance-rated
floorlceiling or rooflceiling assembly.
And finally, I agree with your ending statement requiring smoke dampers at rooms 119, 158
and 159. Hope this clarifies matters. Thanks
Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.9678
-----Original Message-m-
From: David Linner [mailto:dlinner@linnerarchitects.com]
Sent: Wednesday, January 24, 2007 3:25 PM
To: Bob Hutchins
Cc: Kevin Horkey; Bruce Follestad
Subject: Safe Haven
Bob,
Regarding the need for Fire Dampers at Safe Haven I offer the following:
In reviewing IBC 715.5.2 exception No.3, it says ducts penetrating a
one hour rated 'fire barrier' wall in a fully sprinkled building, do
not need to have tire dampers. This would apply to the Tables and
Chairs storage room #115, which has rated walls because its an
Incidental Use area per Table 302.1.1
The Corridor walls in the apartment wing are 'Fire Partitions' and
IBC 715.4, exception I states that fire dampers aren't required in a
fully sprinkled building.
715.5.4.1 Corridors, states that Smoke Dampers aren't required if the
duct is made of 0.0 19 inch (0.48mm) steel and there are no openings
into the corridor.
As I interpret the code, there would only need to be Smoke Barriers
on the duct at the south end of the Lounge, # 119 and 8/8 duct between
#158 & 159 where it penetrates the corridor wall. See attached,
01/25/2007 10:50 FAX 6123441115
FBAENGINEERS
1aI002
FoUeetad & Barrett
Associate., Inc.
.-
a:
ACBC
Mechanical &
Electrical
- Consulting Engineers ..-
January 25, 2007
Mr. David Linner
LlNNER ARCHITECT
10100 Morgan Ave, So.
Bloomington, MN. 55431
RE: SAFE HAVEN
PRIOR LAKE, MN.
Dear David:
We understand that the Prior Lake building official questioned two items at the
Safe Haven project:
1. >l1D ~ dampers: Additional dampers will need to be added at
the 1-hour wall and ceiling duct penetrations.
2. Outside air ventilation in Activity Room 101.
To reduce system complexity and cost, the peak occupancy
in the Activity Room was reduced from 218 to a more typical
120 occupants. A reduction was also taken for Short-Term
Conditions, which allows an averaging effect for spaces with
intermIttent occupancy.
2300 Kennedy Street NE~ Bulta 50
Minneapolis, MN 55413 . ~II: tbaengin..1'I @ intsQraon!~e.com
Phone (612) 333-4341
Fax (612) 344-1115
{
1=-
01/25/2007 10:50 FAX 6123441115
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FBAENGlNEERS
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. {.
V {7.5 a (120P) + (.06 CFM)(316'O d>) = 1090 cfm v' i).I~.
bz P ct> r
T :e:. 3V = (3) (A3,61OJ :: 120 MIN
Vbz1090
eo MIN. OCCUPANCY (60) (10eO) = 545 CFM OA
120
FURNACES F-3 AND F-4 @20% OA DELIVER 510 CFM OA
Yours truly,
j;<
f~ c:~
Bruce E. Follestad
President
:!2DyY\fN"T
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05, 4ooc~ ~ )( Z Hre.~ (,,_o~) :: 130) SDO C. F pEl' Z HRS
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FEB 05 '07 12:21PM SAFE HAVEN FOR YOUTH
P.1/1
.f1 Safe Haven
14544 Clendale Avetluu, Prior LlIko, Minn.,o~ 55372
ph: 9SH40.S379, fax: 9S:il.Z16.1490
www.,atehave"ll'ln.org
February S, 2001
To: David Linnet
From: Dan Saad
Re: Multi-Purpose Room
Hi Dave.
The Multi-purpose Room at our center will be used weekly for training of staff. We
expect the number of people to be ] 0 - 1 S.
Two times per year we anticipa.te having fundraisers. One is our annual family dance
which we have 100 people in la.te May. The second is our annual fundraise! with silent
auction and catered dilUlcr to be held in August or September. In 2006 we had 60 people
for this event We would hope to have 90-100 annually.
Other trainings and private parties like our company holiday party will have around 40
people.
I hope this gives a better idea. of how this room will be used.
Let me know if there are more questions.
tiff
Dan Saad
METRO AIR.
f HEATING, COOLING & VENTILATION
16980 WELCOME AVE. S.E. . PRIOR LAKE, MN 55372
Estimate
DATE ESTIMATE NO.
7/25/2006
638
NAME/ADDRESS
KEYLAND
17021 FISHPOINT ROAD
PRIOR LAKE, MN 55372
952-440-9400
952-440-9405 FAX
JOB ADDRESS
SAFE HAVEN PR...
QTY
DESCRIPTION
BID INCLUDES ALL EQUIPMENT, MATERIALS, AND LABOR PER ENGINEER'S MECHANICAL SPECIFICATIONS
5 BRYANT 355AA V 94% EFFICIENT FURNACES, GAS PIPING, PVC INTAKE AND EXHAUST
COMBUSTION AIR TO FURNACE AREA
5 286ANA EVOLUTION 2 STAGE HEAT PUMPS
5 EVOLUTION CONTROLS
9 BATH FANS WITH SPEED CONTROLS AND VENTING
I VENT RANGE LESS THEN 300 CFM
ALL SUPPLY AND RETURN AIRS WITH DUCTWORK PER SPECS
5 BRYANT PACKAGE TERMINAL AC ONLY UNITS, WITH DUCT THAT ALLOWS COOLING TO TWO ROOMS OF
EACH APARTMENT
INFLOOR HEAT, TUBING UNDER CEMENT FOR EACH APARTMENT INDIVIDUALLY ZONED
ALL POWER AND CONTROL WIRING WILL BE BY TIffi ELECTRICAL CONTRACTOR
PERMIT FEE ONLY INCLUDED, ALL MECHINACAL DRAWINGS TO BE PROVIDED BY ENGINEER OR BUILDER
TOTAL
Phone #
Fax #
(952) 447-8124
(952) 447-8126
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A AMERICAN
ENGINEERING
TESTING, INC.
CONSULTANTS
· ENVIRONMENTAL
· GEOTECHNICAL
· MATERIALS
· FORENSICS
REPORT OF EXCAVATION OBSERVATIONS
PROJECT:
. ~",'
,:.-;, A \.-
SHEPHERD'S PATH -
~HAVEN BUILDING
13760 MCKENNA ROAD NW
PRIOR LAKE, MINNESOTA
REPORTED TO:
ADOLFSON & PETERSON CONST. (2)
6701 WEST 23RD STREET
MINNEAPOLIS, MN 55426
AET JOB NO: 20-06080A
ATTN: NATHAN NIEMANN
DATE: JULY 25, 2006
CC: CITY OF PRIOR LAKE
ATTN: BLDG. INSP. DEPT.
INTRODUCTION
This report presents the results of the soil observations we performed for the referenced
project. Our services were conducted on a will-call basis. The scope of our work was limited
to the following:
· Observing the soils in the bottom of the mass excavation for portions of the building.
· Drilling shallow hand auger borings in the bottom of the observed excavation.
· Performing hand cone penetrometer probes in the bottom of the observed excavation.
· Evaluating the suitability of the exposed soils to support the fill and anticipated building
loadings.
· Summarizing the results of our services in a written report.
Our work on this project was authorized on May 5, 2006 by Nathan Niemann from Adolfson
and Peterson Contruction.
CONCLUSIONS
Based on the results of our observations, hand auger borings, hand cone penetrometer probes
l:lnrt rmT TP"ipUI nf tnp ~,,~ihnlp infnTn1l:ltlnn it ie;: nllT lnrtcrn1pnt tnp c;:nile;: pvnnC;:Prt in tnp n1~e;:c
_u_ ~-~ ~_.~-.. ~~ ~~- _._u_~~_ uu~~~~~_.~~~~, ~. ~~ ~_~ J--e~u-~~' _~_ ~_~~~ -"r~~-- u~ _~_ U~_~~
excavation bottom for portions of the New Haven building were suitable for support of the fill
and anticipated structural loadings.
ThIS document shall not be reproduced. except in full. without written approval of Amencan Engineering Testing, Inc
550 Cleveland Avenue North. S1. Paul, MN 55114
Phone 651-659-9001 ... Toll Free,800-972-6364 ... Fax 651-659-1379 "www.amengtest.com
Offices throughout Florida, Minnesota. South Dakota & Wisconsin
AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER
AET Job No. 2Q-06080A - Page 2 of 4
These conclusions are intended as a summary. Read the remainder of the report for specific
information.
DESIGN INFORMATION
We understand or assume that the construction underway will:
.
Have one above-grade level.
Be supported by conventional spread footings designed using an allowable soil bearing
pressure no greater than 3,000 pounds per square foot (pst).
Have bottom-of-footing elevations at minimum frost protection depths or lower.
Approximate building dimensions of 100' by 125'.
Have a finished floor elevation of 910.0.
Use masonry block, wood framing, and structural steel framing for construction.
Have normal tolerance to settlement (up to 1" total and 1/2" differential).
Be constructed according to applicable building code requirements.
.
.
.
.
Deviations from the above design information could necessitate altering our conclusions and
recommendations. Contact us if the information stated is different from the actual project
design.
Building location and elevation information obtained at the site, and presented in this report,
was referenced by GPS information provided by Ames Construction, Inc., as well as limited
offset building corner and grade stakes.
BACKGROUND INFORMATION
Previously, a subsurface exploration program was performed at the referenced site by AET.
The results were presented in our December 1, 2000 report (AET Project No. 01-00590) and
our March 27,2006 report (AET Project No. 01-02817). Refer to these reports for pertinent
background information and for our recommendations to prepare the building area for
structural support.
AET Job No. 20-06080A - Page 3 of 4
EXCAVATION OBSERVATIONS
We observed the mass excavation for portions of the building May 18 and May 25,2006. We
were not present at the site on a full-time basis. Our services were performed on a will-call
basis, when requested by Scott Grimstad of Ames Construction, Inc. In addition to observing
the soils exposed in the excavations, we conducted shallow hand auger borings and hand cone
penetrometer probes in the bottoms of the excavations. The soils encountered were classified
in general accordance with ASTM:D2488. Estimates were made of their strength properties
based on their resistance to advancement of the hand auger and from the hand cone
penetrometer readings. The soils were also compared to the soils described by the preliminary
boring logs.
The soils exposed in the bottom of the observed excavation were judged to be as naturally
deposited sandy lean clays and silty sands. These soils were similar to those described in the
preliminary report and the associated soil boring logs. Our hand cone penetrometer probes
indicated the soils should be capable of supporting' structural loads of up to 3,000 psf. Based
on the hand auger borings and hand cone penetrometer readings, it is our judgment the
observed soils should be suitable for support of the fill and building loads. The attached
Excavation Observations sketch illustrates the extent of the building excavation which we
observed and the approximate elevations at the bottoms of the excavation.
Since the excavation terminated below foundation grades, l: 1 oversizing of the excavation
bottom and subsequent fill system was recommended. Our judgments of the excavation
oversizing were based on GPS location and elevations information, as well as limited offset
building comer and grade stakes provided for us in the field by Ames Construction, Inc. Based
on the information provided, it appeared that the recommended lateral oversizing was provided
for the observed excavation.
AET Job No. 20-06080A - Page 4 of 4
CLOSURE
To protect the client, the public and American Engineering Testing, Inc., this report (and all
supporting information) is provided for the addressee's own use. No representations are made
to parties other than the addressee.
Our services for this project have been conducted to those standards considered normal for
services of this type at this time and location. Other than this, no warranty, either express or
implied, is intended.
Report Prepared By:
American Engineering Testing, Inc.
Report Reviewed By:
American Engineering Testing, Inc.
~v_~
Dylan anAvery
Staff Engineer '
Michael P. McCarthy, P
Principal Engineer
MN License No. 16688
Attachments:
Excavation Observations' Sketch
Earthwork Quality Control Information
In
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EARTHWORK QUALITY CONTROL INFORMATION
EXCAVATION BASE EVALUATION
Judgments of supporting soils are based on soils exposed, and on local samples of soils retrieved by hand augering and
probing. Because conditions in the subsurface are hidden, it is not possible to fully characterize the subsurface conditions.
Therefore, the client must accept that our judgments are limited to those soils which are directly observable to us.
As soil conditions may be variable at depth, it is best that excavation base observation be aided by deeper exploratory test
borings (usually done prior to construction). Although these deeper borings may not totally reveal what is in the subsurface,
they greatly reduce the risk of deeper poor soils going undetected.
The presence of ground water within the excavation can also limit the supporting soil evaluation process. Also, if standing
ground water is present, there is a risk to the client that compressible soils may not be observed and remain beneath the
water during excavation. The compressible materials can become trapped beneath or within the subsequently placed fill.
FILLING
Structural fill placement is commonly monitored by performing local compaction tests, which entails comparing a field
density test to a laboratory Proctor test to arrive at a percent compaction. Density tests of fill only provide the compaction
level of the fill at the location and elevation of the test. As many factors control compaction, such as fill lift thickness,
moisture content, material type and compactive effort, compaction variation within fill can exist which may not be
represented by the tests. Density (compaction) tests are considered representative when used in a conscientious program of
controlled fill placement, where the factors influencing compaction are closely monitored. Conclusions about fill suitability
to support structural loadings from the results of a limited number of compaction tests includes increased risk, unless the
individual drawing the conclusions has complete knowledge of the aforementioned variables during placement. For this
reason, part-time testing on a "will-call or trip" basis includes more risk to the client than "full-time" monitoring/testing.
OVERSIZING
Structural elements also exert loadings laterally; and because of this, the excavation and subsequent fill system needs to be
oversized to accommodate these loadings. The extent of lateral oversizing is normally associated with the movement
sensitivity of the structure and the strength/compressibility properties of the soils remaining along the excavation sidewalls.
Oversizing on the order of I (horizontal):l (vertical) is typically provided for foundations in "normal" conditions.
However, oversizing on the order of I Y2: I or more is usually needed in highly compressible situations such as swamp
deposits.
AET does not practice in the field of surveying and must rely on location and elevation staking of proposed construction by
the client or their representative. Our measurements in the field are made in relation to those stakes or other location and
elevation information provided to us. The reliability of AET's opinions, conclusions and recommendations based on those
measurements is dependent on the accuracy of the staking or information provided by the client or their representative.
FREEZING WEATHER
Soils which are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their full original
strength and density. The extent of heave and density/strength loss depends on the soil type and moisture condition; and is
usually more pronounced in fmer grained soils, and particularly silty soils. Foundations, slabs, and other improvements
affected by such frost movements should be protected from frost intrusion during freezing weather. If filling takes place
during freezing weather, all frozen soils, snow and ice should be stripped from all areas to be filled prior to new fill
placement; and the new fill should not be allowed to freeze during or after placement. For this reason, it is usually more
beneficial to perform excavate/refill operations during freezing weather in smaller plan areas where grade can be attained
quickly rather than working larger areas where a large amount of frost stripping may be needed.
STRUCTURAL SUPPORT ON UNCONTROLLED FILL
Risks are associated with supporting structures on fill which has not been placed in a controlled and well documented
manner. Even where existing fill appears to be well compacted (including when soil borings have been performed), hidden
poorer or looser soils can potentially exist below or within the fill; or previous excavation and extension of the compacted
fill may not have been provided with sufficient oversize in all directions to accommodate the new lateral loadings. Risks
can be reduced by means of increasing the amount of testing and observations.
20-E.FLD013(2/01)
AMERICAN ENGINEERING TESTING, INC.
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
Division of Construction Codes and Licensing
REPORT ON PLANS
Plans and specifications on plumbing: Safe Haven For Youth, McKenna Road, Prior Lake, Scott County,
Minnesota, Plan No. 075176
OWNERSHIP:
Mr. Dan Saad, 14544 Glendale Avenue SE, Prior Lake, Minnesota 55372-1407
SUBMITTER(S): D & D Mechanical, 9025 West Highway 101, Suite B, Savage, Minnesota 55328
Plans Dated:
Date Received: July 21, 2006
Date Reviewed: August 1, 2006
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 must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
A set of the identified plans and specifications is being returned to D & D Mechanical.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time ofthe 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
fini'shed plumbing inspection. It is the responsibility of the contractorlinstaller 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 Jim Peterson at 651/284-5889.
REQUIREMENT(S):
1. All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules,
part 4715.0320).
2. The three-compartment sink is shown to be incorrectly trapped and vented on the submitted waste and vent
riser diagram. A single 2-inch trap and waste may serve the three-compartment sink if the trap is located not
more than 30 inches from each compartment outlet (see Minnesota Rules, part 4715.0900). Locating the
trap beneath the center compartment will meet this requirement in most instances.
3. The three-compartment sink be provided with 3/4-inch hot and cold water supply branch lines as a minimum
(see Minnesota Rules, part 4715.1730, subpart 2). The water riser diagram shows a 1/2-inch hot water
supply branch to the three-compartment sink.
Safe Haven For Youth
Plumbing
Plan No. 075176
Page 3
August 1, 2006
administrative authority prior to use (see Minnesota Statutes, Section 326.371). Joints to be soldered must
be properly fluxed with noncorrosive paste-type flux complying with ASTM Standard B813-00.
15. The installation of a cross-link polyethylene (PEX) tubing system was specified for the water distribution
system. If all of the following requirements cannot be met, the materials used for the water distribution
system must comply with Minnesota Rules, part 4715.0520:
a. The system must be installed by a plumber trained by the manufacturer of the particular PEX system to
be installed. Certain manufacturers require installation by licensed plumbers who have been trained to
install their material.
b. All persons installing PEX materials shall have a card on their possession documenting completion of
training by the manufacturer or his agent for the material to be installed.
c. The tubing and fittings must be marked as required by the applicable standard specification and with the
appropriate ASTM designations by the manufacturer.
d. The installation must be in accordance with the manufacturer's installation guidelines.
16. Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600.
Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above-
grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved
expansion joint is used.
17. The material to be used for the storm drainage system must comply with Minnesota Rules, part 4715.0540.
18. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250.
19. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820.
20. The plans and specifications were prepared by a licensed master plumber. The plumber who has prepared
the plans is the only one that can use the plans for construction. If another plumber is contracted to install
the plumbing, they must submit their own plans and specifications for the project.
NOTE(S):
1. The scope of this project consists of the construction of a new building. The plumbing installation includes
water closets, urinals, lavatories, showers, a drinking fountain, one-compartment sink, two-compartment
sinks, a three-compartment sink, dishwasher, hand sink, mop sinks, laundry tub, clothes washer, floor
drains, and wall hydrants.
2. This facility will be served by new municipal water and sewer services.
Authorization for construction in accordance with the approved plans may be withdrawn if construction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not be made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
STOR....@
Materials Technology
PROJECT NUMBER: 30160-07-~4464
TEST RESULTS 84464: Test #1
Twin City Testing Corporation
PAGE: 4of6
DATE: April 6, 2007
ASTM E33rr05
Tested by: Kyle Hall
Client: Kevland Homes
1/3 Oct. LI ~ Backgrd A2 ATL Def Notes
Band, Hz (dB) (dB) (dB) (Sabins) (dB) (dB) ] 2 3
]25 95.2 77.4 24.4 58.0 20 8 ]
]60 91.3 66.8 22.] 54.4 27 4 ]
200 87.4 57.9 24.2 36.8 33 1 f-r!
250 86.4 55.2 23.4 31.3 36 ]
315 90.8 55.0 22.5 31.3 40 0 r-r-
400 91.5 53.8 23.2 33.7 42 ] f-r-
500 91.8 51.4 23.6 30.7 45 0 r-r-
630 91.3 50.0 22.9 31.0 46 0 f-r-
800 92.9 47.8 22.4 31.8 50 0 f-r-
- --
1000 88.6 40.8 21.8 34.0 52 0
]250 38.8 34.7 - -
87.7 22.] 53 0
]600 86.4 36.9 22.2 41.1 53 0 - r-
- f-
2000 84.7 38.8 21.8 49.1 49 0
2500 85.4 41.4 22.9 51.2 47 2 - f-
- r-
3]50 84.9 36.2 23.4 505 5] 0
4000 87.2 35.8 23.2 49.8 54 0 - f-
T otaI Def. 17
- ,;;;;; ,;"
A 1L = Field Transmission Loss (dB)
Def = Deficiencies (below STC contour)
Estimate of Lower Limit of Noise Reduction - See Note #2
FJELD SOUND TRANSMISSION CLASS (A-STq
60
./ ." ./
~\f--' , ., "'-; V'
.~ lY'
~ V'
VI
/'
/
/
50
=-
...
~ 40
j
C
Q
'i:j 30
's
'"
c
os
~ 20
...
.....
IO
o
125
200
315
500
800
1250 2000 3150
1/3 OCTAVE BANDS (Hz)
I-ASTC -)f-STCContour -+-A1L I
Note #1: Receiving Room Volume is less than recommended for the frequency according to ASlM E336
Note ##2.: Noise Level 'MlS less than 10dS above ambient Noise levels were corrected Estimate of Lower Noise Limit of Noise Reduction
Note #3; Absorption exceeded quantity according to ASlME336
SPECIMEN IDENTIFICATION: 13780 Meckenna Road
Source Room: Corridor
Receive Room: 123 Bedroom
SPECIMEN DESCRIPTION
Type party Wall
Comments: NIC: 42, 29 NNIC: 43, ]9
Construction: ] Layer 5/8" Gyp-Board
]/2" Resilient Channel
2"x 6" Wood Stud
Sound Batt
] layer 5/8 Gyp-Board
F :\Product\MMFILES\KTIl\07 -fde.\f84464-KeyIand Homes.xls IT cst 111
This page alone is not a complete report.
TEST CONDmONS:
Test Date:
Temp (F):
%RH:
3-Aor-07
74
43%
NOMINAL DIMENSIONS
Sample Area, fe : 91.5
Sample Area, m2 : 85
Rec. Room Volume, fe: 725
Rec. Room Volume, m3: 2]
[~J'\1~~.w5
.......... CIliIIIiI;........
Information and statements in this report are derived from material, infonnation and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness afthe material tested
or analyzed for any particular purpose or use, This report is the confidential property of our client and may not be used for advertising pUlJlOses. This report shall not be reproduced except in ful~ without written
approval oftbis laboratory, The recording of false, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47,
Stork Twin City Testing is an operating unit of Stork Materials Technology BY, Amsterdam, The Netherlands, which is a member of the Stork group
STOR,.,@
Materials Technology
PROJECT NUMBER: 30160-07-84464
TEST RESULTS 84464: Test #3
Twin City Testing Corporation
PAGE: 6of6
DATE: April 6, 2007
ASTM E336-05
Tested by: Kyle Hall
Client: Keyland Homes
113 Oct. L1 ~ Backgrd A2 ATL Def Notes
Band, Hz I (dB) (dB) (dB) Sabins) (dB) (dB) 123
125 95,7 71.4 31.7 94.3 25 4 i-1
160 93.5 66.3 24.5 86,2 29 3 1
200 92.9 64.3 23.4 58.8 32 3 --
,....-
250 91.1 60,1 23.8 47.2 35 3
315 91.8 57.4 22.6 35.4 40 1 --
400 93.8 24.8 42.7 1--
56.5 42 2 -
500 93.6 53.4 23.7 40.0 45 0 t-
630 93.9 51.1 22.1 36.2 48 0 l- t-
- I-
800 95.2 50.6 22.2 35,0 50 0
1000 90.7 44.0 20.2 38.7 52 0 ~
1250 90.4 42.3 19.0 41.3 53 0 - -
1600 88.9 40.3 17.6 42.0 53 0 - ....
2000 86.9 44.5 16.5 49.0 46 3 -
2500 87.4 46.6 15.7 54.3 44 5
3150 87.2 41.5 15.5 52.1 49 0
4000 89.7 39.7 14.6 54.3 53 l- I--
0
Total Def. 24
.iii..'.;'...; '.i..,n.;>;';:.X;.iifll.'$;;ni
ATL = Field Transmission Loss (dB)
Def= Deficiencies (below STC contour)
FIELD SOUND TRANSMISSION CLASS (A-STq
60
~
/
~/'
50
-'
V"""':~'~'
=
'0
= 40
o
...:!
=
o
':i 30
.~
=
co
t. 20
...:!
...
c..::::7
/1('/
.V/V
V
10
o
125
200
315
500
800
1250 2000 3150
1/3 OCfA VE BANDS (Hz)
I--ASTC ~STCContour -+-ATL I
Note #1: Receiving Room Volume is less than recommended for the frequency according to ASlM E336
Note #1: Noise Level was less than IOdB above ambient Noise levels were corrected. Estimate ofLo'Wer Noise Limit of Noise Reduction
Note U: Absorption exceeded quantity according to ASTM E336
SPECIMEN IDENTIFICATION: 13780 Meckenna Road
Source Room: 113 Office Space
Receive Room: 148 Bedroom
SPECIMEN DESCRIPTION
Type party Wall
Comments: NIC: 42, 29 NNIC: 44, 24
Construction: 1 Layer 5/8" Gyp-Board
1/2" Resilient Channel
2"x 6" Wood Stud
Sound Batt
1 layer 5/8
F .'ProduotIMMFILES\ICJ1I'j)7 -r>1eo~84464-K.v1aod Ho.....xIs IT.. #3
This page alone is not a complete report.
TEST CONDITIONS:
Test Date: 3-Apr-07
Temp (F): 74
% RH: 43%
NOMINAL DIMENSIONS
Sample Area, fe : 118.5
Sample Area, m2 : 11.0
Rec. Room Volume, fe: 1031
Rec. Room Volume, m3: 29
!?!]W~&~
~....~.........
Information and statements in this report are derived from material. information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested
or analyzed for any particular purpose or use. This report is the confidential property of our client and may not be used for advertising pwposes. This report shall not be reproduced except in ful~ without written
approval of this laboratory. The recording offalse, fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18, Chapter 47,
Stork Twin City Testing is an operating unit of Stork Materials Technology B. V., Amsterdam,. The Netherlands, which is a member of the Stork group
~ SurfacingSolution"
'~"';,, A Division of Global Spedalty Products Inc.
Subject: Acoustical Testing for Keyland Homes and Mr. Jeff Kess at 13780 Meckenna Road, Prior
Lake, MN. The acoustical tests were done on June 20, 2007 by Kenneth J. Fistrovich an Acoustical
Specialist and certified by Ivie in doing STCllmpact testing.
TEST RESULTS for requested area(s):
Test 1: Noise source in room 123 bedroom and results were recorded in room 125 living room.
STC was 45 and an STC of 46 was achieved in the kitchen area. A weighted average. See attached
graph.
Wall Assembly Description:
Party Wall:
2 layers of %" Type C Sheet Rock
1/8" thick Acousti-Matt Noise control fire rated barrier
2" x 4" Wood Stud
Sound Batt
5/8" type X Gyp-Board
%" Resilient channel
5/8" type X Gyp-Board
This assembly was verified by SurfacingSolution.
Test Procedure and Recording Equipment:
ASTM Standards E 11 07 and E336 were followed and the instrumentation was calibrated before the
testing and at its completion. A weighted STC value was achieved by the guidelines of ASTME413-
04.
HP Ivie Mode11E-33J broadband spectrum Analyzer 0805B104dOO and a Noise generator by IVIE IE-
20A and Bose powered speaker #901 were used at a output level of 90 DBA, constant source.
This test and previous tests were done in conjunction with Stork Twin City Testing and previous test
results concurred with Stork Twin City Testing and similar readings were achieved. Once the wall of
concern did not meet minimum standards, Keyland Homes and Linner Architects contacted
SurfacingSolution and a consultation and recommendations were suggested on a different wall
assembly. Final testing was completed noting the walls in these areas have yet been primed and
painted and carpeting was not installed at the time of the final testing in which an STC of 45 and 46
A-weighted was achieved. The indoor conditions were at a temperature of 73 degrees and a relative
humidity at 52%.
1-800-964-6727 * 980 Highway 212 East. Chaska, MN 55318 * www.surfacingsolution.com
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'3528'304650
To:'352 440 3405
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~.w 1'Itij.ei~' Ij~llIaml UJ~j~~ooJl ~aOQffl'~/
8300 POpliilf Bridge ROld Bloomington, MN 615437 Q62.S63-4904
o & 0 Mllchanlcal
902S W. Hwy 101
Savago, MN ei5378
For I.aboratory U.. Only:
Receiving Datellnltl.lli: i.R/4/h 7
Sample Condition Upon Receipt: ~ccept"bl.
Client Contact: David Stepka
Contact No.: GS2.B90..8288
Fl. No.: 982.890-46e50
Time: /d:.;c~
o Other
-;
Laboratory R..ultll
Dsts Report Issued: June 5th, 2007
Sampled For:
Sample Location:
D & D Mechanical
Safe Haven
13780 Mckenna Rd.
Sample Date:
6/4/07
Sample Time:
11 :16am
Sampled By:
D15vld Stepka
Lab Number
De6crlptlon
Total Coliform
(Presence/Absence)
Method
AA28341
Water lempleJ
Absent
40 CFR 141
LllbOIl1tl1ry ldantifiotllion ~umber: 027.0~3.3~~
The re~ult4 in this report Ilppl,. only to the lIbove lilted ,arnple5. All ro\,lUnc 'll.lallty llG5uronce procedures wo/'Q Collow.d,
unl~s othtlrwlse noted in the commentl soerlon, Th15 analytIcal repon mLlnt bo reproduced in ltll entirety.
6 'd 9088'oN
diM NO,j.~N'~OCl8
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9300 Faplar Brld9C1 Roed
eloomlngtor'l. MN 55437 952,158~Q04
-l
Client Contact. Mfturl~e end Sara Nowell
Contact No.: 651-436-5160
Fax No.: 851 oA38-51 eo
I
, Stlltwat8r' T_tlng. Ine.
: 587 Quixom AV8 N
, Lakaland, MN 55043
Por Llboratory UIII$ Only~
Recsjving Of!te!ln!tAal~:_1j/JIIJ7
Date Samp!g(s) An3lyznd:
-5t ~'J.rj'1
Af\8IVZOO By:
11
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Sample Condition Upoo Recel;;1t: )(Aeceptabl!! r= Othl'Jr
L.aboratory R..ulb:
Dilt. Roport Issued: May 8th, 2007
Sampl9d For:
Sample Locatbn:
Ame~ cons1ructlon. Inc.
Retlremllnt CommunIty
Co. Road 42 & MoKflnne
Prior Lake, MN
Sample Dets: 5/7/07
Sl!lrn~le Time: 1'1:25srn
Sampled By: Chris
Invoice #~ 14148
Lab Number Description Totsl Coliform Method
(PresenceJ,A,b!ence)
A.A27874 Hydrant Ab!lent 40 eFR 141
Approved by: ~ mlJr.:p!!0
Tory Thompson ~naIY$t --,
1 aborstory Id.!IJtl.fi~lI.~ J\'ul'l:lber: 017 .O~3.355
The rel1U1ts !:'11'd.g ;~n cFPly only to \i.1l. abo....~ li8~d qUl:Jlle~. All rwtine quslll)' ~ura~r;@' jlToc.edweJ Wllnl followed,
"...1.... ^t~..,.,...;.~ ...",1"11 ;" ti..~ r.mnm!!Trt< co::tiO'll. Thllll1l21vtfc~ 1 t'lmmt lJTill't be 71!l::Jtncluced in iu eD~tv.
Memorandum
DATE: August 9,2006
TO: Danette Moore, Planning Coordinator
FROM: Larry Poppler, Assistant City Engineer
CC: Steve Albrecht, Public Works Director/City
Engineer
RE: Shepherds Path - Safe Haven (City Project #05-116)
The Engineering Department has reviewed the site plan received June 19, 2006 for the
subject project and we have the following comments:
General
1. Provide City project #05-116 on all plan sheets.
2. After construction, an as-built record plan shall be submitted. The as-built plan
shall follow the requirements of Section 9 of the Public Works Design Manual
prior to issuance of the certificate of occupancy.
3. Show address information for site and adjacent parcels. Provide location map
showing the location and names of major streets.
4. Provide details for gate valves, CB/storm manholes, sanitary manholes, silt
fence, rock construction entrance, commercial entrances, curb and gutter, riprap,
typical sections and etc,
5. Provide legend showing alllinetypes and hatches used.
6. Provide access easement for the entrance
GradinQ and Erosion Control
1. Provide contact information for the person responsible for the erosion control on
the project.
2. Easements will be required for the work outside the property lines. Please obtain
easement or keep work and silt fence within property lines.
3. Provide existing topographic features including trees, poles, signs and etc.
Existing topographic features and contours should extend 200' beyond the
project limits. Existing contours seem to end prematurely or shown incorrectly,
please revise.
4. Drainage swale should be contained within a drainage and utility easement.
5. Provide construction notes for tie into existing entrance.
C:\Documents and Settings\bob\Local Settings\Temporary Internet Files\OLK5\Safe Haven Review 1
073106,DOC
6. Add note stating that all silt fence must be installed by the contractor and
inspected by the City prior to any site work. Proposed silt fence should be
located around entire construction site. Silt fence is located on adjacent
property. Provide easement or move silt fence location to property line.
7. Provide a light hatch for the proposed sidewalk.
8. Label tip out gutters on the plan.
9. Provide roof scupper locations and all door locations on the civil plan.
Utilities
1. Provide rational method calculations for all storm sewer_~
2. Provide separate water line for domestic and fire service. Domestic service line)
should have a curb stop and must be connected prior to the PIV. Curb stop and
shutoff valve must be located within the right-of-way or easement. /
------- .----- --.- ^.-- ., . ----
3. Place note on the plans that the contractor shall contact the Engineering
department to coordinate inspections for utility installation.
Streets
1. Show and label pedestrian ramps on the plan.
2. Provide additional information for entrance. Curb and gutter should be proposed
for the south side of the drive. Entrance should be shown as commercial per
City standard (phase 1).
3. Provide typical section for parking lot.
4. Construction plan should show additional information including curb radii, curb
types, spot elevations, match point elevations and etc. Provide additional
information for parking lot. Plan should include stall dimensions, drive aisles,
notes regarding striping and etc. Drive aisles should be 25' in width.
C:\Documents and Settings\bob\Local Settings\Temporary Internet Files\OLK5\Safe Haven Review 1
073106.DOC 2
August 7, 2006
To: Jessica Nye, Met Council
From: Dan Saad, Safe Haven
RE: SAC Analysis
Hi Jessica,
I have enclosed the information you requested in order to have the SAC determination
reevaluated.
1. The Federal HUD program is called: 2006 HUD SuperNOFA-McKinney-Vento
Funding
The Catalog of Federal Domestic Assistance number is: 14-235, Title of Program:
Supportive Housing Program (SHP).
2. There will be no dishwashers or garbage disposals in any of the individual units.
3. There will be a common Laundry room for all residents.
4. There will be no plumbing for any of these appliances in the individual living units.
Also, we have decided to remove the plumbing and dishwasher in the catering kitchen.
See the new drawing submitted by David Linner.
If you need any other documentation or have questions, please call.
Thank you,
Dan Saad
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Project:
I HEREBY CE~T1FY THAT THIS PLAN.
SPECIFICATION, OR ~EPORT ~ P~EPARED
BY ME OR UNDER MY Df~ECoT SUPE~VISION
AND THAT I AM A DfJL. Y LICENSED
ARCHITECT UNDE~ THE LAI"6 OF THE
STATE OF MINNESOTA.
A L1NNER
10100 Morgan Avenue S.
Bloomington, MN 55431
PHONE: (952) 884-6455
FAX: (952) 884-0860
David Linner
Arch itects
ADDENDUi"! FOR:
SAFe HAveN
PfOtlOFt l-Al<f, MINNeSOTA
Date
8/08/06
'filL
EXHIBIT A
[To Lease, dated September 8, 2006, made by
SHEPHERD OF THE LAKE EVANGELICAL LUTHERAN CHURCH,
as Landlord, and SAFE HAVEN SHELTER FOR YOUTH, as Tenant]
LEGAL DESCRlPTION OF LAND
That part of Lot 1, Block I, SHEPHERDS PATH ADDITION, according to the recorded plat
thereof, Scott County, Minnesota, which lies west of a line described as commencing at the
northwest comer of said Lot 1; thence North 88 degrees 43 minutes 44 seconds East, assumed
bearing, along the north line of said Lot I, a distance of 460.72 feet to the point ofbegimling of
the line to be described; thence South 0 degrees 58 minutes 30 seconds West a distance of
167.20 feet to the south line of said Lot 1 and said line there terminating.
Together with the rights and subject to the obligations under that certain Reciprocal Easement
Declaration, dated June 14,2006, recorded July 7, 2006, as document 744389.
MEMORANDUM OF LEASE
This memorandum of lease ("Memorandum") is entered into as of September 8, 2006
("Effective Date"), between SHEPHERD OF THE LAKE EVANGELICAL LUTHERAN
CHURCH, a Minnesota corporation, whose address is 13760 McKenna Road NW, PO Box
1199, Prior Lake, MN 55372 ("Landlord"), and SAFE HAVEN SHELTER FOR YOUTH, a
Minnesota corporation, whose address is 14544 Glendale Avenue SE, Prior Lake, MN 55372
("Tenant").
By executing and recording this Memorandum, Landlord and Tenant give notice ofthe
following facts. Any person taking any interest in the Premises (as defined below) shall do so
subject to all documents (including all terms of such documents) and other matters that this
Memorandum refers to or discloses.
1. PREMISES. Landlord owns certain real property situated in the City of Prior Lake,
Scott County, Minnesota, consisting of approximately 1.50 acres and legally described on the
attached Exhibit A ("Land"), together with all right and interest of Landlord in the Land and any
easements or other rights appurtenant thereto (collectively, "Premises").
2. LEASE. Landlord and Tenant have entered into a Lease dated the Effective Date (as
amended, modified, renewed, or extended from time to time, the "Lease").
3. DEMISE OF PREMISES. For good and valuable consideration, Landlord has
demised and hereby demises to Tenant the Premises, all as the Lease provides.
4. TERM. The "Commencement Date" of the Lease is September 8, 2006, The Term of
the Lease begins on the Commencement Date and ends on August 31, 2036, unless terminated
sooner under the Lease. Tenant has 4 Option(s) to extend the Term. Each Option covers an ~,
additional Option Term of 5 years. The maximum period for which the Lease may be extended is
a total extension period of20 years. The latest date to which the Lease may be extended by
Tenant's exercise of all Options is August 31,2056. Tenant must exercise each Option, if at all,
in writing no less than 12 calendar months and no more than 24 calendar months before the first
day oithe corresponding Option Term. Tenant's Options, including conditions and procedures
for exercise, are more fully described in the Lease. The Lease grants Tenant no option or other
1
right to renew, extend, or purchase except, or beyond, any such rights (if any) this Memorandum
describes, all as the Lease more fully provides.
5, NO EFFECT ON LEASE. This Memorandum is prepared, signed, and acknowledged
solely for recording purposes. This Memorandum does not modify, increase, decrease, or in any
other way affect the rights, duties, and obligations of Landlord and Tenant under the Lease.
Landlord and Tenant each has rights, duties, and obligations (and conditions to its rights) under
the Lease but not stated "in this Memorandum. If the Lease and this Memorandum conflict, the
Lease governs. Nothing in this Memorandum constitutes any representation or warranty by either
party. To the extent, if any, that the Lease limits the liability of either Landlord or Tenant, such
limitation shall apply with the same force and effect to any liability of Landlord or Tenant under
this Memorandum.
6. SUCCESSORS AND ASSIGNS. The Lease and this Memorandum shall bind and
benefit the parties and their successors and assigns. This shall not limit any restrictions on
assignment or other transfer in the Lease,
7. TERMINATION. This Memorandum shall automatically terminate and be of no force
or effect upon any termination of the Lease, including any termination by Landlord upon an
Event of Default as described in the Lease,
8. FURTHER ASSURANCES. Each party shall execute, acknowledge (where
necessary), and deliver such further documents, and perform such further acts, as may be
reasonably necessary to achieve the intent ofthe parties as expressed in the Lease and this
Memorandum. If the Lease terminates, then Tenant shall execute, acknowledge (where
necessary), and deliver such documents as Landlord shall reasonably require or as any title
insurance, abstract company, or institutional lender shall require to remove this Memorandum of
record.
LANDLORD
TENANT
SHEPHERD OF THE LAKE
EVANGELICAL LUTHERAN
c~
B ITSP SIDE~m' '. .
SAFE HA VEN SHELTER
FOR YOUTH
BY (JJd
ITS PRESIDENT
2
STATE OF MINNESOTA )
)ss.
COUNTY OF SCOTT )
;Jf1
The foregoing instrument was acknowledged before me this & day of September,
2006, by Erik Allen, the President of SHEPHERD OF THE LAKE EVANGELICAL
LUTHERAN CHURCH, a nonprofit corporation under Minnesota law, on its behalf
. - .
KELLY A. AMUNDSON
Notary Public
Minnesota
My Commission Expires Jan. 31, 2010
STATE OF MINNESOTA )
)ss,
COUNTY OF SCOTT )
The foregoing instrument was acknowledged before me this r~ ~day of September,
2006, by Daniel D. Saad, the President of SAFE HA VEN SHELTER FOR YOUTH, a nonprofit
corporation under Minnesota law, on its behalf.
BRYCE D. HUEMOELLERj
Notary Public-Minnesota
My Commission Explres.lan 31, 2010
~
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
HUEMOELLER, BATES &
GONT AREK PLC
16670 Franklin Trail
Prior Lake, MN 55372
3
Permit #
Permit Date
COMcheck Software Version 3.2.0
Envelope Compliance Certificate
Minnesota Commercial Code
Report Date: 06/13/06
Data filename: C:\DOCUME-1\THOMAS-1\Desktop\SAFEHA-1.CCK
Section 1: Project Information
Project Title: Safe Haven
Construction Site:
Prior Lake. MN
Owner/Agent:
Section 2: General Information
Building Location (for weather dal,a):
Climate Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 degrees F):
Project Type:
Vertical Glazing 1 Wall Area Pet.:
Scott, Minnesota
15
8499
695
New Construction
19%
Activity TYDe(s)
Food Service:Kitchen
CommonlMisc.:ComputerIOffice Equipment
Comrnon/Misc.:Conference/Meeling Room (Multifunction)
Common/Misc.:Corridor
Common/Misc.:Unlisted Space
Lobby (General):ReceptionlWailing
Office:Category 3 - Reading, Typing and Filing
StoragelWarehouse:lnactive Storage
Common/Misc.:T oiletlWashing
Common/Misc.:Electricall Mechanical Room - General
Service:Laundry - Washing
Section 3: Requirements Checklist
Designer/Contractor:
David Linner
David Linner Architects
10100 Morgan Avenue South
Bloomington, MN 55431
952-884-6455
dlinner@linnerarchitects.com
Floor Area
271
218
3264
939
2534
1088
2151
667
446
328
53
Climate-Specific Requirements:
Invelo~ PASSES: DesijO 17% belleT Ilian OOde. 0 '
Component Name/Description
Gross Area
or
Perimeter
-~--
11960
4340
757
Cavity Cont. Proposed Budget
R-Value R.Value U-Factor U-Factor
---..-....,.--- ......__.~...~.. h_....~.....__"._.
38.0 0.0 0.028 0.045
19.0 0.0 0.068 0.068
0.480 0.520
Page 1 of 2
Roof 1: All-Wood Joist/RafterlTruss
Exterior Wall 1: Wood Frame, Any Spacing
Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC
0.63
Safe Haven
Door 1: Solid
Door 2: Glass, Clear, SHGC 0.53
Floor 1: Slab-On-Grade:Heated, Verlical3 n.
56
65
190
0.700
0,920
0.113
0.520
10.0
(a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
Air leakage, Component Certification, and Vapor Retarder Requirements:
o 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed,
o 2. Windows, doors, and skylights certified as meeting leakage requirements.
o 3. Component R-values & U-factors labeled as certified.
o 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
o 5. Vapor retarder installed.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,
specifications and other calculations submitted with thi permit a plica' n. The proposed envelope system has been designed to
meet the Minnesota Commercial Code requirements i COMch k V ion 3.2.0 and to comply with the mandatory requirements in
t,he Requirements Checklist. / ~
~V(P ~~ (, ~ Dc"
Principal Envelope Designer-Name Date
Safe Haven
Page 2 of 2
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DAVID L1NNER
ARCHITECTS
10100 MORGAN AVE. SOUTH
B LOOMI NGTON, MN 55431
PHONE: 952-884-6455
FAX: 952-884-0860
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DAVID L1NNER
ARCH ITECTS
10100 MORGAN AVE. SOUTH
BLOOMINGTON. MN 55431
PHONE: 952-884-6455
FAX: 952-884-0860
SAFe HAv~tJ
SHEET: tof'Z DATE: 1 ({c;..,!oc;,
United Water & Sewer Co.
Outside Utilities · Inside Plumbing
7100 Northland Circle, Suite 304
Brooklyn Park Minnesota 55428-1500
Phone (763) 537-9036 E-mail: unitedws@isd.net Fax (763) 535-2769
.
.
September 20, 2006
Ames Construction, Inc.
Attention of Kevin
SUBJECT: SHEPHERDS PA TH SENIOR PHASE
PRIOR LAKE
Dear Kevin:
As requested by you, United Water & Sewer Co., will apply for and secure the required
permits for Ames Construction from the City of Prior Lake. Ames Construction will be
responsible for a completed project according to all standards and requirement of the City of
Prior Lake and reimbursement to United Water & Sewer for our costs incurred.
Very sincerely yours,
UNITED WATER & SEWER CO.
Jeffrey J. Spetz,
President
9f1~
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Mr. Robert Hulchins
Building Omcial
Cily of Prior Lnke
1 (j200 Eagle Creek Ave, ,\)F
Prior Lake, MN 55372
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FL,:: SAFE HAVEN BUILDING
Prior- Lalte, Millllesota
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Dear Bob:
This is a leiteI' respclIlding to yom huilding ]11,111 review COI1lI11cnts elated
Augus( 2:3, 2006.
Sill' (.'ollllllellls:
Sunde E:nginccring will respond 10 these ilell1S under separate
cover.
Building Code COllllllenls:
~.
J..
l,,,/
The sOllnd cOll1rolrating is aU,lched. I believe impact mUngs me
only required for 1I00r/ceilillg eOlldilions per me 1206.3.
AU<lched is U.S, GYPSUIJI Associalion c!e(nil No. CiA File No.WP
32:30 doculllenlaliofl for walls lypcs !\. J) tI [10 l11eet (he '/2 and 1 hr.
rcquircIllClllllll\:r tahlc ()()2, Ihc exterior walls do not fleed to be lire
rated since they me nlOI'C than 10 reel to t!Jc property line and arc
,( Type V-U c(){]structiofl. lh'ccciling trUSs assembly isU3C II2T~l~
' \ 1. c!1l1ecl for in DCl<.lil J/A7. 11 is I,ll c.Xlcnd over the cntir~ c.'eiling orlhc.
~.,~partl1lcnl wing. approximately 41\' x 9R'. .....'/_~
~(!) Allached is U.S. CiypSllill Associatioll det"il No. GA File No.
WI'3230. Per me tahle 714.2, [Jre partitions in "Exit Access
Corridor Walls" require a minimum opelling protection assembly
rating 01'0.33 homs, or 20 minutes. Per tahle 714.3.2 Ihe size or
'!.PPn..lv e.'.c., wire glass is unlimited. -~... <;,"c'. /'....>~~~ ,'r'
l:1LA97 I':; +\2... Ie ~1. .,0 .\}), (' 1
l'he drmvings arc rcviscclIO}hm,;' d(~~is1~';"j;D)C, 16A 119A, 150,
:':,15 [/}52,/!54..g 55,456, t 5/1, 1 ~8~ 159 & 1.60 arc chailgcd to 20
minule doors. Doors 121, 125A. 12-9/\, 1(12A and 14()A from 11m
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labeled doors to 20 minute doors. The above doors shall also meet
the requirements for smoke and draft control per UL 1784 with an
~rtificial bottom seal, per IBC 714.2.3.
The counter shutter in the security office near room 119 is changed to
have a 20 minute tire rating and controlled with fusible links.
See 1/ A2 for Lock Box location.
Contact will be made with Laura ,Huseby at the MN Dept. of Health.
Signed plumbing, fire/smoke alami and sprinkler plans will be
submitted at a later date.
The emergency lighting is shown on the electrical drawings.
See 2/A8, attached, regarding fire protection in the canopy.
See 1/AI floor plan for added FE (fire extinguisher) locations.
.
The stmctural engineer's special inspections foi'm will be sent to you.
Ventilation will be addressed on the mechanical plans.
Building address numbers added on l/A2, see attached.
12" space is not required since there is not both a -closer and a latch
on door 133.
See attached ADA shower detail 33/A6.
Occupant load sign added on I/Al. See attached.
with any questions.
David P. linneI', ALA
MN Reg. No. 14819
c.c. Kevin Horkey - Kcyland Homes
Dan Saad - Safe Haven for Youth
WALLS ANDtNTERIOR
SYSTEM DESCRIPTION
GA FILE NO. WP 3010
GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24' o,c, aUached at right angles to ONE SIDE of 2 x 4 wood studs
16" O.c, with 1" Type S drywall screws, Base layer 5fs" type X gypsum wallboard or
gypsum veneer base applied al right angles 10 channels with 1" Type S drywall screws
12" o,c. Face layer 5/a" type X gypsum wallboard or gypsum veneer base applied at
right angles to channels with 3f4' daubs of adhesive 12" o,c. vertically and horizontally,
OPPOSITE SIDE: Base layer %" type X gypsum wallboard or gypsum veneer base
applied parallel to studs with 5d coated nails, 1%" long, 0,086" shank, 15104' heads,
32" o,c. Second layer '/2" type X gypsum wallboard or gypsum veneer base applied
parallel to studs with 8d coated nails, 23fe" long, 0.113" shank, %2' heads, 12" o.c.
Face layer 3fs" regular gypsum wallboard applied parallel to studs with '14' daubs of
adhesive 12" o.c. vertically and horizontally, 2" glass liber insulation, 0.90 pcf, stapled
to three layer side in stud space.
GA FILE NO. WP 311 O.J
SKETCH AND DESIGN DATA
-l 1~1~~RJ-60Jg~~~tc
~~JaUi
. .... ". ....
~-'~:...,..~
Thickness: 6'/.'
Approx. Weight: 12 psI
Fire Test: UL R3660.2, 12-3-68,
Design U313
Sound Test: RAL TL69.117, 12-16-68
GYPSUM WALLBOARD, RESILIENT CHANNELS,
GLASS FIBER INSULATION, WOOD STUDS
Resilient channels 24" o.c. attached at right angles to ONE SIDE 01 2 x 4 wood studs
16" O.c. with 1" Type S drywall screws, Base layer 5f." 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 W' type X gypsum wallboard or gypsum veneer base applied at
right angles to channels with 3/.' daubs of adhesive 12" o.c. vertically and horizontally.
OPPOSITE SIDE: Base layer 5fa" type X gypsum wallboard or gypsum veneer base
applied parallel to studs with 5d coated nails, 1%" long, 0.086" shank, 15/".... heads,
32" o.c, Second layer '/l" type X gypsum wallboard or gypsum veneer base applied
parallel to studs with 8d coated nails, 23f8' long, 0.113" shank, 9/:02" heads, 12" o.c.
Face layer '/,," regular gypsum wallboard applied parallel to studs with 3/.' daubs of
adhesive 12" Q,C, verlically 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)
GA FILE NO. WP 3230
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, 1'/." long, 0.086" shank, '/<" heads, '/2' x 3" gypsum
wallboard filler strips attached to plate at floor line with Bd nails. One layer 'In" 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. l'/l"
glass liber insulation, 0.8 pel, stapled to studs in stud space.
OPPOSITE SIDE: One layer "Ia" 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 3'/,.' glass liber insulation
in stud space. (LOAD-SEARING)
-....--...--...--.......---..--.
50
. Contact the manufacturer for more detailed
information on proprietary products.
1 HOUR
FIRE
55 to 59 STC
SOUND
Thickness: 6%"
Approx. Weight: 2 psf
Fire Test: UL R3660-2, 12-3-68,
Design U313
Sound Test: RAL TL69.286, 6.20-68
(Rev. 9-4-68)
50 to 54STC '\,
SOUND )
~"':"":":':"""III- ---; <'1 )
_'ill__I. .-~-._.-J- ,
..- '-'.. .. : .''':.:.',..:: ''- : - " " . ',. ','- .. '-0.- .. ' . , . ~ .:. " ' "'. . . . .' -: -' . .., : :' , ' :":, " .; 1
FIRE SIDE i
Thickness: 5%" )
Approx. Weight: 7 psf '\
Fire Test: OSUT-3127,10-4.65 )'
Sound Test: RAL TL77-138, 5-5-77
1 HOUR
FIRE
-....-.---.-.........-.....
GA - 600 . 97
F/RE-RESISTANCE-RATED CONSTRUCTION
TABLE 719.1(3)
')
......m --
THICKNESS OF FLOOR OR MINIMUM THICKNESS
ROOF SLAB (Inches) OF CEILING (Inches)
"'_".._n
FLOOR OR ROOF ITEM
CONSTRUCTION NUMBER CEILING CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 4 hour 3 hour 2hour 1 hour
..-.....
(continued)
20. Slab reinforced
with mesh
consisting of
0.042 inch (No.
19 B.W. gage)
galvanized steel
wire twisted
together to form
2" hexagons
with straight
0.065 inch (No.
16 B.W. gage)
galvanized steel
wire woven into
mesh and
spaced 3". 20. J.1 None - - Varies - - ". -
Aliernate slab
reinforcement
shall be penuitled
to consist of
4" X 8",
0.109/0.238.
inch (No. 12/4
B.W. gage), or
2" X 2",
0.08310 J)83.
inch (No. 14/!4
B.W. gage)
welded wire
fftbric. Class A L-----
~or--,-", . "'6"- "'a--' ,....... _0-'._,
......... lVering on top. ( l tv \---
~'~-........"...,,,
........_-- -~,~ ......-
21. Wood joists, \ .~"
1100r trusses
and flat or \
pitched roof
trusses spaced a
maximum 24"
o,c. with 1/2" ~ laycr 5/B" Type X gypsum wallboard ,
wood SlI1Ictuml applied at right angles to joist or truss 24" o.c.
panels with with 11/4" Type S or Type W drywall screws
exterior glue 24" o.c. hce layer 518" Type X gypsum
applied at right 21.1.1 waUbomd or wnccr base llpplied at right angles ... - - Varies .- .... 1'/4
angles to 101' of to joist or truss/through base layer with J 7/8"
joist or top Type S or'lype W drywall scrcws 12" o.c. at
chord of trusses joint~ and inlcnnediate joist or tJ1lSS; Face laycJ'
with 8d nails. Type G,drywall screws placed 2" bflck on
The wood either side' oUace layer end joints, ]2" o,c.
Slolctural panel
thickness shall
not be less than
norninal1/z"
Jess lhan
required by ,
Chapter 23. I j'-
"'__n. ./
For SI: I inch = 25.4 nnn, I foot'" 304.8 nUll, I pOllnd = 0.454 kg, I cubic foot = 0.023321113.
TABLE 719.1 (3)-continued
MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS.,q
(
\
I
(
)
I
i
I
I
~
-~"""",,,q",,, ;",h " 6.895 kP, " 1 1'''''''' '" l".m rp" , 1.4882 k"",~ ~~
~"""""""'\,-....... ............-'~".~.._..... .,...-/ ~-..._..--- " ,
\
)
'\
I
)
l {.
2000 INTERNATIONAL BUILDING CODE@
-I
(,
'.lEi.!'
(Ii
II
fl,
;/1
-7 !I , \
139
I' t.
Co-"
I
L
I
c
16200 Eagle Creek Avenue S.E.
Prior Lake. MN 55372
August 23,2006
Mr. Kevin Horkey
Keyland Homes
17021 Fish Point Road SE
Prior Lake, MN 55372
RE: Building plan review for Safe Haven building.
Dear Kevin,
Following are the results of the Building plan review for the Safe Haven building. Our review was based
on the 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).
Site comments:
OlProvide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of
Fire Department". Indicate on Site plan. IFC 503.3
2. Provide a site plan indicating setback dimensioning.
3. Submit signed a Certificate of Survey and a landscaping plan.
4. Accessible parking to be located on the shortest route to the front entrance.
5. Install water shutoff valve to 8" water service.
6. Fire hydrant to be located within 150 feet of fire department connection which must be located
adjacent to front entrance.
Building Code comments:
1. Sht. Al wall type E: Provide documentation listing that wall meets Sound Transmission Control
an~atings by laboratory and field-testing. IBC 12~7.
2. Provide testing documentation indicating that exterior walls, wall types A, D, Ea~d ceiling truss
assembly meet one-hour and 12 hour fire resistive construction. IBC 708.1, 708.3 Exception 2
and 708.4.
3. Hall 120, 141, 153 and Lounge 119: Provide one hour fire rated corridor. IBC Table 1004.3.2.1.
Also provide opening protection. IBC 708.6.
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
4. Install Fire Department lock box. Application will be issued at time of building permit.
5. Contact Laura Huseby; 651-201-4512 at the State of Minnesota Department of Health for
kitchen licensing requirements. See:
http://www.health.state.rnn.us/divs/eh/food/license/index.htrn
6. Submit signed plumbing, fire/smoke alarm, and sprinkler plans. May be submitted at a later date.
7. Sht. AIO: Provide emergency lighting at all exit lights. mc 1003.2.11.
8. Note: NFPA 13 fire suppression system requires coverage of concealed spaces and combustible
projections (front canopy).
9. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas.
IFC 1002.
10. Submit the Structural Engineers requirements for Special Inspections IBC 1701.5.
11. Ventilation for the building must meet mc chapter 12. Provide 15 CFM of ventilation per
occupant.
12. Provide address numbers on building mc 501.2
~. Door 133: Provide 12" maneuvering clearance on push side of door. MSBC 1341.0442, Subpart
I "0. t'~"'" ,?vv.-.
14. DetailS/ A6: Provide elevation detail of shower control wall. MSBC 1341. 0458, Subpart 4.
15. Post occupant load sign in Activity area. IBC 1004.3.
16. Provide structural engineered drawings of the roof truss system at time of framing inspection.
This review is based on civil plans dated August 17, 2006 and building plans dated June 9, 2006 that
were submitted on July 20, 2006. The City engineering department has a few remaining items from a
civil review dated August 9, 2006 and the Planning department needs to review the Certificate of survey,
Site plan and landscaping plan. All items must be addressed before a building permit is issued. The
HV AC plan review is forthcoming. I can be reached at 952-447-9851 for questions.
Sincerely,
Robert D. Hutchins
Building Official
cc. Mr. David Linner, David Linner Architects
SEP-27-2006 16:43
Pr~ject Name:
LO€Cltion:
kE'r' LAtin HOI'lES 952 ,-1<'10 9,;105
opeClal ;;:>lrU(;lUrifl . ~~"'II~CI)rIt...., "'~""'r-'-_.. ~ --
Program summ~h'+Sched{de
P.01
Safe Haven
Prior Lake, MN
Permit No.
~
" ;' . , '" :i. :r
\;,
: Type of Repprt ,j\ssigned I
,I
krechnical (2) Description (3) Inspector (4) FreQller'.1cy.(5) ;Firm (6) ;
, ~ . ,
S~ction 1704.5.2 Masonry Reinforcing Steel (', TA Per Test Inspection
~'Table 1704.5,1 Grout Placement ,: "
$ection 1704.4 & " 0,-'
Concrete Reinforcing 8. TA Per Test Inspectio!:1
" Table 1704.4 Concrete sampling & anchor
,
bolt placement l :~
;Section 17047 Site preparation TA " Per Test 1J1spection ~:
,;
, " , t
-" -
'.
. ~
Notes: This Schedule to be filled out and included in the Special structLir,al Testing and InspeCtioll Program.
(1)
(2)
(3)
(4)
(5)
(6)
Permit No. to be provided by the Building Official i
j
Referenced to the specific technical scope perlBO'Chapter 17 as adopt~d by:Min;esota State
Building Code. '
Use description per IBC Chapter 17, as adoptedhy Minnesota State Building;God~.
Special Inspector - Technical, Special Inspector - Structural.
Weekly, monthly, per test inspection, per floor, etc.
Firm contracted to perform services.
ACKNOWLEDGME'mTS
l '
; E~ch appropriate representative shall sign below:
,rb
.' j:
[)" tJ / .
'a~: fe" ,- Oft,
Date:'? ~~-a'
Oat~: (p t I cl '-0&
Oat$: 6-16-06
Dat~:
. '~t~: 71 r- 06
Qat~:
Date:
"
O!l.-mer:
opntractor:
Afchit ct:
SiER:
S11'-S:
T!A:
SIc:T:
p"
~ ' ~
lftrequested byengineer/architect of record or building official, the ini:liMrdl:~~Lnames qf allpr6spectiye ~peci81
inspectors and the work. they intend to observe shall be identified (use ihe;reverse siCde of form if n-ece~5ary)
i
, Uegend:
~
,
;'
SER = Structural Engineer of Record;
TA = Testing Agency
SI - S '" Special Inspector - Structural'
'Da~ Ib;4
,;,'
Accepted for the Building Department by:
~ SafeHaven
14544 Glendale Avenue, Prior Lake, Minnesota 55372
ph: 952-440-5379, fax: 952-226-1490
www.safehavenmn.org
May 31, 2006
Uses and Services of the Facility-
Uses: Commercial and Residential Uses:
Community (Large Training Room) Room
Services to be offered include independent living skills training to youth ages 15-21 years old.
Other services include: individual and family counseling and support and case management.
Staff training and development will also be conducted in the community room. The community
room will be available for Safe Haven and other community organizations to use for social
gatherings. Examples of groups include: boy and girl scouts, athletic teams, and 4-H groups.
Kitchen
The kitchen will be used for teaching youth how to cook and prepare meals. The machines will
be high quality residential models. Youth will be taught proper clean-up including: safe food
storage and how to sanitize dishes. The kitchen will be used daily by office staff to store lunches
and make coffee. Once or twice per year the kitchen may be used to allow an outside vender to
cater a lunch or social gathering. An example would be Fong's serving lunch or dinner food
prepared at their restaurant and served at our facility.
Health Counseling Room
This room will be used for non-evasive screening and counseling for youth. Our plan is to have a
nurse available to talk with youth about their health practices and offer suggestions for best
practices and medical referals when necessary.
Art Room
The art room will be used for youth to express their creativity through drawing, painting, and
writing.
The Lounge Room
The lounge will be used for youth to gather and talk, counselors to meet in small groups, and for
general leisure and recreation.
Washer and Dryer
The washer and dryer will be available for apartment residents. They will be standard residential
machines. On occasion a youth who drops-in to the welcome center will be allowed to wash their
clothes if approved by facility staff.
Shower
The shower will be available for individuals who drop-in and request the need to use the shower.
Staff approval is required.
Offices
The offices will be for administrative staff including the Executive Director, Associate Director,
Program Director, Office Administrator and Bookkeeper. We will also have 2-3 staff counselors
officing out of the large counseling room.
Crisis Counseling Room
To be used for general counseling and crisis counseling for drop-in youth.
Safe Haven for Youth -- Page 1 of 6
Residential Apartments
We will have 5 one bedroom units of permanent supportive housing for individuals
whom otherwise would be homeless. Each unit will be approximately 430 square feet.
The target age will be 19-25. Residents will sign leases and can be evicted if lease terms
are breached. Residents will be expected to pay up to 30 percent of income for rent.
Note: It is possible that a resident could be a single parent and have an infant or young
child.
During awake hours, a Safe Haven staff person will be available to provide training
services to residents as necessary. The site will have a 24 hour video surveillance
system. Training services will be mostly workforce and job skills or independent living
skills." -.J1i, "L. ~J /'.I.'.J....~
' V'-(.. IJt lH.~_ '7 ,.r I D 1-fA-.", I rt r..:. q ~C( '7'
MWFile:PUDapplication
Safe Haven for Youth -- Page 2 of 6
JUL 26 2006 14:30 FR
55155Sllj'r"j I U '::I'j,)~4k:lj':Jtl~4
t-'.k:l(/ll
REPORT OF EXCAVATION OBSERVATIONS
PROJECT:
REPORTED TO:
SHEPHERD' S PATH -
NEW HAVEN BUILDING
13760 MCKENNA ROAD NW
PRIOR LAKE, MINNESOTA
ADOLFSON & PETERSON CONST. (2)
6701 WEST 23R.l:> STREET -
MINNEAPOLIS, MN 55426
AET JOB NO: 20-06080A
ATTN: NATHAN NIEMANN
DATE: JULY 25,2006
cc: CITY OF PRIOR LAKE
ATTN: BLDG. INSP. DEPT.
INTRODUCTION
This report presents the results of the soil observations we performed for the referenced
project. Our services were conducted on a will-call basis. The scope of our work was limited
to the following:
Observing the soils in the bottom of the mass excavation for portions of the building.
Drilling shallow hand auger borings in the bottom of the observed excavation.
Performing hand cone penetrometer probes in the bottom of the observed excavation.
Evaluating the suitability of the exposed soils to support the fill and anticipated building
loadings.
Sununarizing the results of our services in a written report.
Our work on this project was authorized on May 5, 2006 by Nathan Niemann from AdolfsoTl.
and Peterson Contruction.
CONCLUSIONS
Based on the results of our observations, hand auger borings, hand cone penetrometer probes
and our review of the available information, it is our judgment the soils exposed in the mass
excavation bottom for portions of the New Haven building were suitable for suppon of the fill
and anticipated structural loadings.
JUL ~b ~UUb 14:~U rR
65165'3137'3 TO 99524U..:$'::H::J24
r' . UtJ/11
AET Job No. 20-06080A - Page 2 of 4
These conclusions are intended as a summary. Read the remainder of the report for specific
information.
. DESIGN INFORMATION
We understand or assume that the construction underway will:
Have one above-grade level.
Be supported by conventional spread footings designed using an allowable soil bearing
pressure no greater than.3.000 pounds per square foot (pst).
Have bottom-of-footing elevations at minimum frost protection depths or lower.
Approximate building dimensions of 100' by 125',
Have a finished floor elevation of 910.0.
Use masonry block, wood framing, and structural steel framing for construction.
· Have normal tolerance to settlement (up to 1" total and W' differential).
Be constructed according to applicable building code requirements.
Deviations from the above design inforrruHion could necessitate altering our conclusions and
recommendations, Contact us if the information stated is different from the actual project
design.
Building location and elevation infonnation obtained at the site, and presented in this report,
was referenced by GPS information provided by Ames Construction, Inc., as well as limited
offset building comer and grade stakes.
BACKGROUND INFORMATION
Previously. a subsurface exploration program was performed at the referenced site by AET.
The results were presented in our December I, 2000 report (AET Project No. 01-00590) and
our March 27, 2006 report (AET Project No. 01-02817). Refer to these reportS for pertinent
background information and for our recorrunendations to prepare the building area for
structural support.
JUL 26 2006 14:30 FR
6516591379 TO 99524039824
P.09/11
AET Job No. 20-06080A - Page 3 of 4
EXCAVATION OBSE.RV A TIONS
We observed the mass excavation for portions of the building May 18 and May 25, 2006. We
were not present at the site" on a full-time basis. Our services were performed on a will-call
basis, when requested by Scott Grimstad of Ames Construction, Inc. In addition to observing
the soils exposed in the excavations I we conducted shallow hand auger borings and hand cone
penetrometer probes in the bottoms of the excavations. The soils encountered were classified
in general accordance with ASTM:D2488. Estimates were made of their strength properries
based on their resistance to advancement of the hand auger and from the hand cone
penetrometer readings. The soils were also compared to the soils described by the preliminary
boring logs,
The soils exposed in the bottom of the observed excavation were judged to be as naturally
deposited sandy lean clays and silty sands. These soils were similar to those described in the
preliminary report and the associated soil boring logs. Our hand cone penetrometer probes
indicated the soils should be capable of supporting structural loads of up to 3,000 psf. Based
on the hand auger borings and hand cone penetrometer readings, it is our judgment the
observed soils should be suitable for support of the fill and building loads. The attached
Excavation Observations sketch illustrates the extent of the building excavation which we
observed and the approximate elevations at the bottoms of the excavation.
Since the excavation terminated below foundation grades, 1: 1 oversizing of the excavation
bottom and subsequent fill system was recommended. Our judgments of the excavation
oversizing were based on GPS location and elevations information, as well as limited offset
building corner and grade stakes provided for us in the field by Ames Construction, Inc. Based
on the information provided, it appeared that the recommended lateral oversizing was provided
for the observed excavation.
JUL ,~b ~lJlJb 14: j1 FR
CLOSURE
5515591379 TO 99524Uj':Jf::Jd4
I-'.lll/ll
AET Job No. 20-06080A - Page 4 of 4
To protect the client, the public and American Engineering Testing, Inc.. this report (and all
supporting information) is provided for the addressee's own use. No representatioI15 are made
to parties orher than the addressee.
Our services for this project have been conducted to those standards considered normal for
services of this type at this time and location. qther than this, no warranty. either express or
implied, is intended.
Report Prepared By:
American Engineering Testing, Inc.
~v~
Dylan anA very
Staff Engineer
Attachments:
Excavation ObservatioI15, Sketch
Earthwork Quality Control Information
Report Reviewed. By:
American Engineering Testing, Inc.
Michael P. McCarthy. P
Principal Engineer
MN License No. 16688
JUL ~D ~UUD lq'~l r~
b::llb,')':jLY(':j I U ':i':i').::"II:JJ':itJ.::"I
r'.11/11
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** TOTAL PAGE. 11 **
Page 1 of2
Bob Hutchins
From: Bob Hutchins
Sent: Tuesday, August 22, 2006 3:05 PM
To: 'Kevin G Horkey'
Cc: Danette Moore; Larry Pop pier
Subject: RE: Site review for Safe Haven
Kevin, The City received new civil plans on August 17,2006 addressing some of the issues in the Site
plan review letter to you dated August 7, 2006. In response to the new civil plans, the following are
comments from the August 7, 2006 letter with additional comments that need to be addressed before any
utility permits can be issued:
Site comments:
1. If pf67{iaea, iftaieate mean:3 6f lavm irrigati6fi. Mti'). M:ie :iepflfate :ief'Yiee Ma meterilig f6r Billing
pmpase~, If it i~ cle~irecl, there eflfi be 1..6 "Mer meteI~ far clame~tie tl~e Mlclla"n irIigatian. The
City reqtlire:i thttt there be a etlIb ~tap . al. e that ean be aeee;);)eclb) the City Mr eaeh imliviatlal
'.vater meter. Eaeh HH:l:it ha;e a el:tfb :it6l" .aLe flIla :iepMate lifl.e:i fl::lflIlifl.g t6 eaeh meter tfittt are
l6ettteel v"ithifl. the b\::lilaifl.g. There i:i a fifl.aneial ineent:i. e t6 ha te :iepflfttte meter3, a3 the lawfl.
inigati6n meter" atlld n6t be ehMgecl MI ~e" er tlr3age.
2. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of
Fire Department". Indicate on Site plan. IFC 503.3
~ Pya. icle 5 aeee33ib1e PMking r3tl111;). MSBC 1341.0403 item E Sttbitem 1.
4. f~eee"r3ible pttt"kifl.g stalls Me req\::lireel t6 be 20 feet aeep. MSI3C 1341.9428 Sttbpart 6.
~ Pr6. icle 45 faat tmning raaitl;) at main entrflfiee ttlmM6tlna [61 file clepmiment apl"MMtl;) .IrC
503.2.5.
6. Provide a site plan indicating setbacks dimension, emb etlt aetai18, elevati6fts fer aeee88ible
pmking, ~ignage ete.
7. Submit signed a Certificate of Survey.
Additional civil plan comments:
~. Accessible parking to be located on the shortest route to the front entrance.
~. Install water shutoff valve to 8" service
\l O. Fire hydrant to be located within 150 feet of fire department connection which must be located
adjacent to front entrance.
The City engineering department has a few remaining items from a civil review dated August 9,
2006 and the Planning department need to review the Certificate of survey, Site plan and a
landscaping plan. A building permit review is in progress. Thanks Bob 952-447-9851
-----Original Message-----
From: Kevin G Horkey [mailto:kgh@keylandhomes.com]
Sent: Monday, August 07,2006 11:52 AM
8/2212006
Page 2 of2
To: Bob Hutchins
Subject: RE: Site review for Safe Haven
Thanks Bob I will start working on this.
-----Original Message-----
From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com]
Sent: Monday, August 07,2006 11:17 AM
To: kgh@keylandhomes.com
Cc: dlinner@linnerarchitects.com
Subject: Site review for Safe Haven
Kevin, See enclosed Site plan review for Safe Haven. I, nor the planning department are done
with our building review, it is forthcoming. Thanks Bob
8/22/2006
Bob Hutchins
From:
Sent:
To:
Cc:
Subject:
David Linner [dlinner@linnerarchitects.com]
Friday, May 12, 20064:54 PM
Bob Hutchins
Dan Saad
Safe Haven
Safe Haven A1 Safe Have
Floor Plan 5-11-... Code.pdf (216 KB)
Bob,
Heres the floor plan and preliminary code analysis for the Safe
Haven building. Please call me to discuss how they intend to use the
activity space. I see this as an A2 or A3 depending on the
classification of the food activity They want to use it to teach
kids how to cook. They also want to have food catered in
for banquets. No food would be sold here or cooked for large
gatherings. The food would be prepared and the dishes washed off-site
by the caterers. No commercial dish washing would be
involved. They'd have a residential stove, dishwasher, oven,
microwave, a reach-in refrigerator and freezer, hand sink, large
compartment(s) sink for rinsing serving dishes and plates and SS
serving counters. They would also have a convection oven for heating food.
I see the apartment units having to have a 1 hour 'fire partition'
separation per 310.3. 708.4 says that the walls can stop at the
ceiling if the ceiling / roof assembly is 1 hour rated, which we
jiIltend to do.; .;' ~'\..;, ., {, .\~, y' t f" \, (
I don't see a need to make an 'area separation wall' or any type of
fire rated wall between the apartments wing and the office wing if
the building is sprinkled. We would make it under the allowable
square footage.
Please let me know your thoughts and concerns. We are entering into
the construction document phase and wish to apply for building permit
as soon as the PUD is approved. Thank you, David
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WIc't;ru t'f'l'f {.WL, /7 D. (, , CODE ANALYSIS
PIx:
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'> .(.) f PROJECT: Sfk..f6 ~ 6N
LOCATION: >~f~ (L{) I~ p~
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CODE
SECTION
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ENFORCED CODE(S):
r PtIO(L (..,A~ 1 MtJ
'2.-0 c ~ M & tb G I 'tOOO I be, . IAtoh.
,
OCCUPANCY
1. lirXI~Tll:fC AREA
AREA
SF/OCC # OCCUPANTS
2, _ t..(l V I T1' JZ,oO
3, leG<.' > f'i
4. Su f (6 ~r frdI.;'v1<'S
5. AfMrM~~
6,
TOTALS
~ 7....'1.. 1>"1, '7f
1'~1
1'50"1
~'534
'215
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10 ()
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OCCUPANCY TYPE(S): _~
OCCUPANCY SEPARATION REQUIRE.MENTS: ~ ~ r \f $ f(l.\ N~~:O
CONSTRUCTION TYPE: V p
SPRINKLED BUILDING: YES ~ NO
e. -;;:. i ,000 t;f At -:: (,,000
ALLOWABLE AREA PER TABLE: R '1= ?,DOO Sf A~:: c..ooo
SETBACK INCREASE: N A ort 1 So %":;. , j 00 (') sf
SPRINKLER INCREASE: '300 70
\. SffUJ-.lll(;i(
TOTAL ALLOWABLE AREA: 121, 00 0 f;.., ~ I 000 I r ~b'(
AREA SEPARATION WALL REQUIREMENTS: i'\or \f' Sf;tA~~'.UZ;r:.:,
HEIGHT AND STORIES ALLOWED: J PROVIDED: I
CODE
SECTION
Th(S~,1e '07.. EXTERIOR WALL AND OPENING PROTECTION REQUIREMENTS
I
_HI/'-..', 'Gb Semu~ - '0 l+tL
ZONING SETBACK REQUIREMENTS: FRONT
SIDE
REAR
Cl~, 10 EXIT REQUIREMENTS:
# EXITS:
EXIT WIDTH:
TRAVEL DISTANCE ALLOWED:.
PLUMBING FIXTURE REQUIREMENTS:
ACTUAL:
OCCUPANCY AREA SF/OCC TOTAL OCC. MALE FEMALE
TOTAL
WC REC'D LAVS REQ'D we PROVo LA VS PROVo
TOTAL # MALE
TOTAL # FEMALE
TOTALS
# DRINKING FOUNTAINS REQUIRED:
PROVIDED:
# JANITOR SINKS:
REQUIRED:
PROVIDED:
# SHOWERS:
REQUIRED:
PROVIDED:
16200 Eagle Creek Avenue S.E.
Prior Lake. MN 55372
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August 7, 2006
/
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Mr. Kevin Horkey
Keyland Homes
17021 Fish Point Road SE
Prior Lake, MN 55372
(
RE: Site plan review for Safe Haven building.
Dear Kevin,
Following are the results of the Site plan review for the Safe Haven building. Our review was based on
the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International
Building Code (mC) 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). ~ I
. ~S llJ~ ~ Clvt."""76 l"'t/~
Site <tmments:
\1. If provided, indicate means of lawn irrigation. May use separate service and metering for billing
purposes. If it is desired, there can be two water meters for domestic use and lawn irrigation. The
City requires that there be a curb stop valve that can be accessed by the City for each individual
water meter. Each must have a curb stop valve and separate lines running to each meter that are
located within the building. There is a financial incentive to have separate meters, as the lawn
irrigation meter would not be charged for sewer usage.
(%:provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of
Fire Department". Indicate on Site plan. IFC 503.3
~. Provide {;c~~~rt~)(frki~ stalls. MSBC 1341.0403 item E Subitem 1.
v4'. Accessible parking stalls are required to be 20 feet deep. MSBC 1341.0428 Subpart 6.
2' Provide 45 foot turning radius at main entrance turnaround for fire department apparatus .IFC
503.2.5.
.,./
(i) Provide a6ite pla;jindicating setbacks dimension, curb cut details, elevations for accessible
parking, sign~ etc.
~. sub~it s~gned a Certificate. _ of Survey. , --' (..,. . . .
N/Jc I / "I.' . .! (" ( / .(, ...., E 1/
(,._, ; ")/ ' 1./ . ,)
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,( lL r:--flt.. ( ....-11., H I fl1~dne 952.447.4230 / Fax 952.447.4245
-,:- r-' -\; tV Il'"""" \W tJF- F.l). ~
The following are general Building Code comments:
1 J Provide documentation listing that walls meets Sound Transmission Control and Impact ratings
by laboratory and field-testing. IBC 1207.
2'. Install Fire Department lock box. Application will be issued at time of building permit.
y,
3.' Contact Laura Huseby; 651-201-4512 at the State of Minnesota Department of Health for
kitchen licensing requirements. See:
http://www.health.state.mn.us/divs/eh/food/license/index.htm
4. Submit signed HV AC, plumbing, fire/smoke alarm, 'ElAaM.i__ l' t,,]'(' f -g l~:~it lli~s and sprinkler
plans. May be submitted at a later date.
W Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas.
IFC 1002.
@ Submit the Structural Engineers requirements for Special Inspections mc 1701.5.
7. Ventilation for the building must meet mc chapter 12. Provide 15 CFM of ventilation per
occupant.
~ Provide attic ventilation clear vent specifications and calculations for each of the~ attic
areas. mc 1203.4.
This review is based on civil plans and building plans that were submitted on July 20, 2006. Other
Building Code items will be addressed when the building plans are reviewed for code compliance. The
Building and Planning Departments building reviews are forthcoming.
Sincerely,
Robert D. Hutchins
Building Official
cc. Mr. David Linner, David Linner Architects
....'''-_.-,-''~.
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PAVID t.INNEH. ;\1.\
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August 30, 2006
~~,W C4' (JiV ~
Mr. Robert Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave. SE
Prior Lake, MN 55372
RE: SAFE HAVEN BUILDING
Prim' Lal<e, Minnesota
Dear Bob:
This is a letter responding to your building plan rcviev" comments dated
August 23, 2006. .
Site Comments:
Sunde Engineering \vill rcspond to thcsc items under separate
cover.
Building Code Comments:
-1. The sound control rating is attached. I believe impact ratings are
only required for floor/ceiling conditions per IBC 1206.3.
2. Attached is U,S. Gypsum Association dctail No. GA File No. WP
3230 documcntation for walls types A, D # E to mect the ~ aJ1cl 1 hI'.
requirement. PCI' table 602, the exterior walls do not need to be lire
rated since they are more than 10 feet to the property line ancl are
Type Y-B construction. The ceiling truss asscmbly is IBC #21 as
cal!ed for in Detai I II A 7. It is to extend over the entir~ ceiling of the
Apartmcnt wing, approximately 48' x 98'.
3. Attached is U.S. Gypsum Association detail No. GA FileNo.
WP3230. Per THe table 714.2, fire partitions in "Exit Access
Corridor Walls" require a minimum opening protection assembly
rating 01'0.33 hours, or 20 minutes. Per table 714.3.2 the size of
approved \vire glass is unlimited,
The drawings are revised to show doors & fI'arne, 117 A, 119 A, 150,
151,152,154,155,156,157,158,159 & 160 are chailged to 20
minute doors. Doors 121, 125A. 129A.142Aand 146AfromI HR
labeled doors to 20 minute doors. The above doors shall also meet
the requirements for smoke and draft control per UL 1784 with an
arti ficial bottom seal, per !Be 714.2.3.
The counter shutter in the security office near room 119 is changed to
have a 20 minute fire rating and controlled with fusible links.
4. See 1/ A2 for Lock Box location.
5. Contact will be made ,vith Laura Huseby at the MN Dept. of Health.
6. Signed plumbing, fire/smoke alarnl and sprinkler plans will be
submitted at a later date.
7. The emergency lighting is shovvn on the electrical drawings,
8. See 2/ A8, attached, regarding tire protection in the canopy.
9. See 1/Al floor plan for added FE (tire extinguisher) locations.
.
10. The structural engineer's special inspections foi'l11 will be sent to you.
11. Ventilation will be addressed on the mechanical plans.
] 2. Building address numbers added on l/A2, see attached.
13. 12" space is not required since there is not both a closer ancl a latch
on c100r 133.
14, See attached ADA shower detail 33/A6.
15. Occupant load sign added on 1/ A]. See attached.
Please call me with any questions.
Sinigrely,.;'//
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David P. Linner, AlA
MN Reg. No. 14819
e.c. Kevin Horkey - Keylancl Homes
Dan Saad - Safe Haven for Y oulh
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