1200 Trapp RdCity of }1a�ali
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
0166_
no
ED
ADR $ 2011
Use BLUE or BLACK Ink
Permit #: //�
Permit Fee: ! 5..•-•0 0
Date Received:
Staff:
2011 COMMERCIAL PLUMBINV PER IT APPLICATION
i1
Date: `t 4 • I! Site Address: R 00 I r4,, P e C/
�'
Tenant: 1 (IS 4— C ifO V\ ,° ✓l/
Suite #:
J
PROPERTY
OWNER
Name:
U /�,/ /
(` r C/� �- C✓C V� I9'� phone:6P (Q �3— 070
CONTRACTOR
Name:
C bye Of c. Al t c a ,..,'(c License #: 18 1 6L
Address:
Phone:
57( q /4' )15bb+'!J 4i ty: Ac..i/ f _ state:/_� Zip:,5 ' %i e)
7 3533-3670 Email: ( &Iir ' u:v� ,s/fe'✓ .[R r
TYPE OF
WORK
_
Description
New Replacement _ Repair Rebuild Modify Space Work in R.O.W;
_�°
of work: (Q t, (t 49 5. n (C5 a-'"tcf®r a,�C 4a.. /75, I I c...-1- "&j_1115_
PERMIT TYPE
COMMERCIAL
Irrigation
New Construction X Modify Space
System (- . - yes / no) (_,_ RPZ / _ PVB)
•
• ,
Meters
_
Rain sensors required on irrigation systems
Avg, GPM, ., - . (2" turbo required unless smaller size allowed by Public Works)
Call (651) 675-5646 to verity that tests passed prior to picking up meter.
Domestic:
Avg. GPM
Size & Type Fire: 1
High demand devices? _Yes _No Flushometers Yes _No
COMMERCIAL FEES:
$55.00 Minimum (includes
State
on ALL
than $10,010,
the surcharge
Permit Fee
Surcharge) OR Contract Value $ I �/06' 0 x 1%
Required
- If the Permit Fee is less
o.. ci
Permit Fee
= $ �/1/./A-
�r '
A
new buildings and boulevard irrigation systems 4 = $ /,1l�// fit" Radio Meter Read
the surcharge is $5.00 = $ f114" Meter(s)
- If the Permit Fee is > $10,010,
increases by $.50 for each $1,000 Permit Fee pal
requires a $5.50 surcharge) = $ J State Surcharge
(i.e. a $10,010-$11,000
Following fees apply when installing
Call the City's Engineering Department,
a new lawn irrigation system. $ ✓4'4 Water Permit
(651) 675-5646, for required fee amounts. $ fr/A- ,./ A
�/ Treatment Plant
$ Water Supply & Storage
$ I State Surcharge
TOTAL FEES $ I a
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility
damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I
understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the w. will be in accordance with the approved
plan in the case of work which requires a reviewand approval of plans.
Applicants Printed Mine Applicants Signa
'FOR" USE
Requiir
nspei
proved By:
Under GroundRough In : A,ir;Test Gas Test . fine l PR. Req lire€ : —Yes
Page 1 of 3
SEP, B. 2010 9:17AM
FAX 763_367_5002
City of Eaall
3$30 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
NO. 0833
Use BLUE or BLACK Ink
Permit #:
Permit Fee.
Date Received:
Staff
2010 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION*
Date: � Site Address: / 1 O 17?4P? #0AO
Tenant: 0 ;RP ¶ C,2O N/'✓ /A/C Suite #:
PROPERTY OWNER
Name: 1/4'j7 [. e)//!^f „ /'t/G Phone:
Address I City / Zip: L,2 C'Q %%ef/p!a i!740 .�!^' 7 , '- SS%2/
Applicant is: _ _Owner )C Contractor
TYPE OF WORK
CONTRACTOR
Description of work 'i'9DC ROA' S /5/461 /rA✓ /4 'j OAP ?, /
Construction Cost: / °%1 71' Estimated Completion Date: ,,,j/'.fie
Name; SZ6tf'ZEX /'P✓N GG License tt' C £ %�
Address: rea 4/'P j /Q// City' )///yeti,
State: %%9''t/ Zip; SS YV Z- Phone: 763 -
Contact: girt /711L Email: la1///ems
FIRE PERMIT TYPE
Sprinkler System (4 of heads 6.51-
)
Fire Pump Standpipe
Other: _
WORK TYPE
New Addition
_ Alterations • Remodel
Other:
DESCRIPTION OF WORK: Commercial
Residential _ Educational
FEES
$55.00 Minimum (includes State Surcharge) OIC Contract Value $.1j,7.3 a
$ 477
- If Perm_ti Fee is less than $1,000, surcharge is $5.00
- IfPet►Ii Pee is' ''$1;400, surph$rgq Incyeasea by $.60 for each
$1,poo Permit Pee (i.e. a $1,4171-*:4doa P&nsit Fee requires a $1.00 surcharge).
3/4" Displacement Fire Meter - $203.00
20,2•.311
x 1%
Permit Fee
state Owtripme
TOTAL FEE
Fire Meter
TOTAL FEE
*Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply fora Fire Suppression System permit and acknowledge that the information is complete and accurate: that the work will be in
conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but
only an application for a permit, and work is not to start without a permit; that ttie work will be in accordance with the approved plan in the case of work
which requires a review and approval of plans.
Applicant's Printed Name
x
Applicant's Signature
.SEP. 8.2010 9:18AM FAX 763_367_5002
NO. 0833 P, 3
CALL BEFORE YOU GIG. Call Gopher state One Call at (651) 454.0002 for pmtection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. www.000herstateonecall.org
FOR OFFICE OSE
REQUIRED INSPECTION'S
Hydrostatic
Trip
Conditions Of Issuance:
1oyl! Narfn,
10'iar1p Testi
Drain Test
Central Station
RaUgh In,
'Final
Dater,, / 1l 9 1,, d-
City of Evan
3830 Pilot Knob Road
Eagan MN 55122C k&c.
AUG 0 4 REC1
Phone: (651) 675-5675
Fax: (651) 675-5694
Permit #: 96:300
Permit Fee: 2q 6 ( )
Date Received:
Staff:
2009 MECHANICAL PER IT APPLICATION
Date: i�' A - 1 0 Site Address: i oC 00 + e % Oec
Tenant:
-J
Suite#:
RESIDENT / OWNER
Name: i3;, J `4- C rOnA vl--- Phone: fe ea 4 313-- ebelD
Address / City / Zip: 1 O 0 Trek o*uo(r' - 5�3'/A /
CONTRACTOR
A a.h're- ( License #:
Name: CO 1?".1 c.ci'l
�J�
Address: r'i 1./ kJ, f % /5 J7oy0 A-vt. / '
//��� �g`
City: he, w C-- State:/ t.1(/ Zip: vJ a1. U
�U -=?07D
Phone:703-,�3530O Contact Person: .e -t_ Lo ,Lv► "-
TYPE OF WORK
4 New Replacement Additional Alteration Demolitionn.
f `� 49 /' -' K v4
€ NOTE Bot roo mounted and gro nd mounted'mechanical equrpr e i f s.re`quIr edi toy
b sc eneedd @ arty odes 'lease Contac the Mocha scall Inspector'0, @ t �
ti
a,_..... ... Planners orrrnformationonpermittedscr :en r g eat.,v r .
PERMIT TYPE
RESIDENTIAL
Furnace
COMMERCIAL
New Construction Interior Improvement
J
Install Piping _ Processed
Air Conditioner
Gas >= Exterior HVAC Unit
Air Exchanger
_
Under / Above ground Tank ( install/ _ Remove)
J Heat Pump
Other
— **When installing/removing tank(s), call for inspection by Fire
Marshal and Plumbing Inspector
RESIDENTIAL FEES:
$50.50 Minimum Add-on
or alteration to an existing unit (includes
out appliances, ductwork, etc.) (includes
$.50 State Surcharge)
$.50 State Surcharge)
$ TOTAL FEE
$90.50 Fire repair (replace burned
COMMERCIAL FEES:
$70.50 Underground tank
$50.50 Minimum (includes
installation/removal OR
State. Surcharge)
surcharge is $.50.
increases by $.50 for each
Permit Fee requires a $1.00 surcharge).
Contract Value $ 29e, ern) x 1%
=$ i QO Permit Fee
- If Permit Fee is less than $1,000,
F
= $ ° 5-0 State Surcharge
- If Permit Fee is > $1,000, surcharge
$1,000 Permit Fee (i.e. a $1,001-$2,000
70 -
$ TOTAL FEE
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance wtth tine ordinances and codes of the City of Eagan, that
I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved
plan in the case of work which requires a review and approval of plans.
Applicant's Printed'Name
CITY OF EAGAN WATER SUVICE PERMIT
3830 Pibt.Krwb Ro+d PERMIT NO.: ~
P. O. Bcx 21198
• Epan,-#M DATE: ~
Zo„inp; 1
`4 r. ''pus Corp. Hp, of Unih:
~
~
Addews. ~ e r I nc'.
1200 'i'ra; p ?;d. L1,_, _
S~h Addrrn I
~~r 'nwler Co-.~~pa ~
Stze: Ltt 10.101Dd
! R.adw No.:
. 50pty
I' nM~ ~M
of ;~W
6. ~ ~ r,-i
E . chargm
Total:
o~. o+oie: - s - 8
Br ~
~ ~S"
! oate of I rxp.: ~ ~^~p•c ,L~~--r
4-v5-a
~
' CITY OF EAGAN flWER SoYICE PERMR
i 3830 Pilot Knob Rwd e 514
~ P. O. Box 21189 PERMIT NO.:
Epsn, MN 55121 ~TE: ' -~j v
~ Z.a+inoc IND. No. of Units:
; OwrMr QPus Corporat n
i
~ AA4M= aPP • , 7 -1,4,35,36 °.a,c Ctr nd P .-7
SI» Addrost:
Plurnber. owler Compgny
w_ 6 P
~ I op" b w.ql/ wM Mn Cbr oi g.w. Corre.tion O+orws 12, 350 . 04pd
Aooount Drpait:
i Or~l"w~'
Rrmit Fee: ) Q . C}l?ptl _
~
~ Surchan"; . Supd
BY Mlsc. Choro"
Dote of Imp.: Totol:
` Irdp.: Dota Pold:
' CITY OF EAGAN sma SoraCE PERMIT
3830 Pilot Knob Roed •
P. O. Box 21198 PERMIT NO.:
Esgan. MN 55121 DATE: ` (
Zorirq; TT°~';cTqT Na of Unih:
pwMr CLntia orpnration
Addross:
! Si» ~~I*)nr, TraRd 11 34,35 3E, F.ap Ctr Ind Pk 1
Plurnb~r. Cr•ir,paeny -
i 1 MrM N0 If wIN 1w CMf oi so"n ConrncNon Chari;W.
llocanrt Deposlf:
Pemdt Fee: liJ.00F~
5"rd'°rp'c . . .
gy Miu. Ciarpm
~ DoM of Irop.: Totol:
; Insp,; Doh PWd:
~
a+f:Y" . . . . :sw.~•, +e ~ . ti -~~.,r~..-.'rb . . ~ . . -.:~c~v .,air^. +f ~-~...~-a~y+-t•.. . . . .
3830 Pilot Knob Rasd P O. Box 2G-A1 9, Eagan, MN 55121 NQ 12248
PHONE: 454-8100
BUILDING PERMIT IripROVEMENTs Receipt #
To ba used tor OFC/WHSE Est. value $550,000 pate JULY 10 1g 8 6
Site Address 1200 TRAPP RD Erect O Occupancy B2
Lot 1. 2~hiack 2 Sec/Sub. EAGANDALE CTR Remodel ? Zoning
pat4,1 pj,5 • 36 IND. PARK Repair ? TyPe of Conac I IN
Addition ? No. Stories a
a Name NW MUTUAL LIFE INS CO Move ? Length
; Address 8400 NORMAIVDALE BLVD Demoiisn ? Depth
~ BLMTN Int Impr. ~1 Sq. Ft
City Phone Install ?
o Name OPUS CORP /1pp?ovals Fees
U° Address 9 9 O O BREN RD E Assessment Permit $1, • 00
~ city MTKA Pnone 936-4451 (DAVE water& Sew. Surcharge 275.00
Police Plan Review~~00
~ W Name H~T ~ Fire SAC
= Address
~ n Eng. Water Conn.
W
i City Phone Planner Water Meter
CouncPt Road Unii
I hereby acknowledge that I have read this application an state thatihe gldg. Off. 7/8/86 Tr. PI.
in(ormation is correct and agree to comply wit all a plable State of
Minnesota Statutes and City of lagan Ordina es. APC Parks
1
Signature of Permittee + Var. Date Copie
~ . 0 0
OPUS CORPORATIO Total
A Building Permit is issued to: on the express condition that
alf work shaN be done irt accardance wittf,f!! appJicable State.QiA{irinesQta Statutes and City of Eagan Ordinances.
Building Official
,
l: - - - - -
PKmN Na PKxt Ho1dK Date TNophoM N
PlumWn4
H.V.A.C. / ~ l IG /
Ebctric
BoMmw
ImPcllon DaM Imp. Comm~nb
FootMqs I
FoolMrps 11
Foundadon
Fnminp
RoWlng
Rouph Pft.
Rwph Mg.
In"
FInPWe
FNW Mlp.
FhN Plbq.
Cldp• Fk'N
Cat. Ooe.
Doeic Fty.
Dwk Frnp.
DNqlbo LoCiM0n:
w.a
Pr. oisp.
. ` . ` . , :t r ~ •~r PERMIT
• . MECHANI4AL. PERMIT RECEIPT #
' cm of E?GAN 3830 PILOT KNOB R~J1D, EAGAN, MN 55721 DATE
CONTRACT PRICE 200, OUO PHONE:454-8100 0~.
Site Address 1,00 'i ra F cI I B~. TMPE WORK DESCRIPTION
Lot' 81ock ~ Sec/Sub y ,
~ Name ~%=neral 5heet :,eta1 Cc~ro. Mu(t Add on ~
m 233U Louisi::r.a rlve ti ~
Address Comm. Repair
~ Cfty :iinrLeapoliVhone 544-8747 ~er
Neme 0 us Cur). FEES
~
~ Address Bren ~ RES. HVAC 0-100 M BTU -$24.00
C) City Ntka, Phone ADDITIONAL SO M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00
TYPE OF WORK ADDITIONAL 6 M BTU - 6.00
GAS OUTLETS - 1.50 FA
Forced Air M 8TU COMM/IND FEE - 1% OF CONTRACT FEE
Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00
Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00
Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50
Vent CFM (ADD $.50 S/C IF PERMIT PRtCE GOES
BEYOND 51,000.00)
C3as Piping Outlets #
Other
FEE ,
s~~ SIQNATURE OF PERMITTEE '
TOTAL•
FOR: CITY OF EAGAN
.
s(r - ~fj° ~ _
~ .l.ct~~ " ~ ~
. .
, '
~
cinr oF EaGaN 11679
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ,
PHONE: 454-8100
BUILDING PERMIT Receipt # ~
To be usad lor FOUNDATION Est value • Date MMCIi 25 19 fi6
Site T "T 1200 TRAPP RD Erect C* Occupancy B2
Lot ! !'k 1 2 secisub. EAGANDALE CTR Remodel ? Zoning LI
P2rCe o. o j1VD pK #1 Repair ? Type o1 COnst T T ti Sno r wiK
Addition ? No. Stories ~
W Ne~ NORTHWESTERN MUT' L LIFE Move ? Length -
8400 NOF.I~iANDALE L.AKE BLVD Demolish ? Depm
o Address Int Impr. ? Sq. Ft
city HLMTN phone 921-2100 Install O
g Name OPL1S CORPORATION ApPr°Yals Fe"
0 i nddress _-P. O. BOX L#) Assessment Permit $ 15.00
~ City NPLS pnone 936-4451 Water & Sew. Surcharge
Police Plan Review
~ = Name Fire SAC
Address Eng. Water Conn.
g W City Phone Planner Water Meter
Council Road Unit
I hereby acknowledge that I have read this application and state that the Bldg. Off. 3~21/ S Tr. PI.
information is correct end agree to comply with all appli ble State ot
Minnesota Statutes and City of Eagan Ordinanc APC Parks
5ignature ot Permittee ' `-~r. Date Copie . u
Total
A Building Permit is issued to: OPUS CORP on the express condition that
all work shall be done in accordance with all applicable State ot, yMinesota Statutes and Clry ot Eagan Ordinances.
Building Oflicial k. G i `
-r~
i P~g
PwnMl Na P~rmN FlokMr DoM TMpAom 1
I M.Y.A.C.
II IEI@ctft
~
I Solmw
I~rp~etlon DaN Imp. Camnenls
FooNng•'
Footlnpsll
Founddloe
I FnrNnp
ROO"
RouYh Pft
Rouyh l1q.
InMtl.
FYrpIKs
Flnal Mfp.
FNaI Plbq.
Bldp. FN1M
CWt. Occ.
Dor.lc F19.
Dock Fnnp.
VM~A
Pr. Dhp.
CASH RECEIPT
• CITY OF EAGAN
3795 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
ATE 19
RLGtI V LO ~
FROM i~
AMOUNT $
4 DOLLARS
aa
? CASH ? CHECK
ROR
~
.~r . . .
FUND CODQ AMOVNT
c/
t/
Thank You .
61820 `G
4Vhite-PeYen Copy
Yellow-Posting Copy
Pink-File Copy
CITY OF EAGAN
• 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 (81~ tJ
` t PHONE: 454-8100
BUILDING PERMIT Receipt # i 7o be u"d tor , Est Value $1,7 50, 00Cbate A i' T 1 , 19 r.iti z
Site Address Erect 11 Occupancy
Lot ~ y Z fBbck Sec/Sub. EAGAI4I1AI,.E CTi? Remodel ? Zoning
p~r". & S h ZiiD ?ARli Repair ? Type ot Const K
Addition ? No. Stories
Name ."I'r ` L L Z FE Move ? Length
~ S='!~iJ .~UR:'•ir9,ND],LE Demolish ? Depth 3 3
o Address ' Int Impr. ? Sq. Ft ~ n
City PhOne Install ? c; C, r O 0 C)
APProvab Fees
= o Name _
~ i Address ' 150 Assessment Permit , J 3 6 . G0
~ Ciry Phone j j `5 - 44 51 _ Water & Sew. Surcharge ' ~ • ~
Police Plan Review 2 0
tju W W Name . Fire SAC 1-4 950 . 00
~ n ,4ddress Eng, Water Conn. + A '
zW City Phone Planner Water Meter
Council Road Unit 5,324 . 06
I hereby acknowledge that I have read this application and state thatthe Bldg. Off. 4/ 17 /d Tr. PI. 4 , 056 . 00
information is correct and agree to comply with all applicable State of
Minnesota Statutes and Ciry of Eagan Ordinances. APC Parks 5,332.01.)
1lar..Date Copies
Signature of Permittee TOt81 ~37,374• v V
A Building Permit is issued to: v?U5 CURPQ!PATrOA on the express Conditlon that !
all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances.
Building Official ~i
~ ,
Pem~N No. P~ Ho1dN DsW TNephoiM M
PlwnbNq ~ -
N.KAyC.
Eiock
someraL
'W k r 7/J%
~ Impectlan DaN Imp. ~ CanrNnls
W°finpt I M0 Yl Ia O tl - A~ -
F°°tl"q' ll -
Foundatfon
FramMy
Rooifny ~
Rouyh Plbp.
Rougn Hro. ' .
~nsuL + • t • ~
Fireplace
FInN Hlp.
Final Plbp.
Bldp. Flnal CMt. Ox. y ?
Doek Ftp. • ~ ~
Deek Fnmp.
Wdl
Pr. Disp. V ~ i 1
0
77777, ' ~ -
` Q,~~ ~-r-~t"
.
• r~' ~ . s ~ a ; . . ~f . - PERMIT N~.
, PLUM8IN(i PERMIT RECEIPT #
CITY OF EAGAN
~ 9830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE
CONTRACT PRICE PHONE 454-8100
Site Address BLDGi. TYPE WORK DESCRIPTION
LotL,--Block _"e, Sec/Sub
New m Name Mult Add-on
~ Address Comm. Repeir
c Ciiy Phone '7 ` j Other
Name - L~ NO. FIXTURES TdTAL
~ Water Closet - $3.00 s
3 Address Bath Tubs - $3.00
p City Phone ~a vatory - $3.00
~hower - $3.00
FEES Kitbaen Sink - $3.00 1
COMM/IND FEE - 196 OF CONTRACT FEE Urina11$Idet -$3.00
Laundry Tray - $3.00
MINIMUM - RESIDENTIAL FEE -$10.00 Floor Drains = $1.50 MINIMUM - COMM/IND FEE -20•00 Water Heater -$1.5p
STATE SURCHARGE PER PEFiM1T - •50 yyhihpool -$3.00
(ADD $-50 S/C IF PERMIT PRICE GOES Gas Piping Outlets
BEYONO $1,000.00) Softene? - $5-00
weli - $10.00
,
Private DisD:- $10.00
Rough Openings - $1.50
SIGNATURE OF PERMITTEE pEE;
% . ;
STATE 3/0. FOR CITY OF EAGAN C3RAND TOTAL: `
.~w
.
f-lbl
.
04 ~ '
I1 fr1 b . ' ' . . - . . , . . ' ' .
, , • !C,1
.
, .t- - . . _ .
i ~ ~ „ • ~ ~ . . ~ 1 .4 ~ , , ~ ]l: ~ ~ . ~ ~
~ - INSPECTION RECORD
CITY OF EAGAN PERMIT TYPE:
3830 Pilot Knob Road Permit Number: 1 1 Q F,
Eagan, Minnesota 55123 Date Issued: o' ~ /01'
(612) 681-4675
SITE ADDRESS: APPLICANT:
,,Ij,,,l; i,r~il~ !~a~l~.~I.I;~f I H~ I.'1
PERMIT SUBTYPE: TYPE OF WORK:
r4 ,i I~,,;Iri~N
INSPF-CTION D• • D•
' Permft No. Permtt Holder Dste Telephone N
' S/V1l I
a PLUM8ING ~ 4! f13. ~ OL~3
HVAC
ELECTRIC I
I ELECTRIC
Inspsctbn Dft Insp. Commwts ~
I
Footings I
Foundadon I
Framing
' Roofin9
i
Rough Ptbs. . v
R°ug" Ht9. > /j s (q/7 r9 GGvan&
~sW. "Z ~~93
Fireplace
I
~ Fnal H?g. 3/3 717/53 Pew/,94
l Orsat Test
I i
( Rnal P". ~ Plbg. Inspector - Nofily Plumber I
~
Const. Meter ~
EngrJPlan
Bk)g. Final 'I~1~.~
Dedc Ftg. ~
I
( Deck Fnal
~ Well
Pr. Diap.
I
~ - - - - ~
~ y'~i/ CITY OF EAGAN ~ .1
J ~ 3830 Pilot Knob Roa HONE 454-81 09, Eagan, MN 55127 N / 12248
BUILDING PERMIT IMPROVEMENTS Receiptx
Tobeusedlor OFC/Y7HSE Est.value $550,000 Date JULY 10 ig 86
SiteAddress 1200 TRAPP RO Erect ? Occupancy B`'
Lot 1• 2•glock Z Sec/Sub. EAGANDALE CTR Remodel ? Zoning LI
par4g Qo5 , 3 6 IND. PARK Repair ? Type of Const. T TN
Atltlition ? No. Stories 2
w Name NW MUTUAL LIFE INS CO Move ? Length
3 Address 8400 NORMANDALE BLVD Demolish ? Depth
o Int. Impr. ? Sq. Ft
city BLMTN Phone Insfall ?
o Name OPUS CORP Approvals Fees
ou 9900 BREN RD E Assessment Permit $1,558.00
AddreSS
• Ciry MTKA phone 936-4451 (DAVE WaterBSew. Surcharge 275.00
Police Plan Review 779.00
a
F w Name HUNT ) Fire SAC
~ i Address Eng. Water Conn.
a w Ciry Phone Planner Water Meter
Council Road Unit
Iherebyacknowledgethatlhavereadthisapplicationan statethatthe gldg.Off. 7/8/H6 Tr.PI.
information is co~gc~e to comply wit all a pl' able State of
Minnesota Statu es and City oi$ gan Ordina es. APC Parks
Signature ol Permittee Var. Date Copies-, 00
OPUS CORPORAT Total
A Building Permit is issuetl to: on the express condition that
all work shall be done in accord it applicable Sta ne Statutes and Ciry ol Eagan Ordinances.
Building Otticial
CITY OF EAGAN nJ 0 11679
„ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHONE: 454-8100
BUILDING PERMIT Aeceipin ~2 027
7obeusedlor FOUNDATION Est.value ' Date MARCH 25 1986
Site 1200 TRAPP RD Erect Occupancy BZ
lldress ~
Lot g~ock' 2 Sec/Sub. EAGANDALE CTR Remodel O Zoning LI
-3~J 3b IND PK #1 Repair ? TypeOf ConSt TTN CPRTNj(
Parcel No. ~
Addition ? No. Stories
NORTHWESTERN MUT'L LIFE Move ? Length
W Name Demolish ? Depth
3 Address 8400 NORMANDALE LAKE BLVD ~nt~mpc ? Sq.F~
° city BLMTN phone 921-2100 Install ?
~ OPUS CORPORATION Approvala Fees
i o Name
oa nddress P.O. BOX L$1 Assessment Permit $ 15.00
~ Ciry MPLS phone 936-4451 WaterBSew. Surcharge
Police Plan Review
F w Name Fire SAC
~ i Address Eng. Water Conn.
i w Ciry Phone Planner Water Meter
Council Road Unit
Iherebyacknowledgethatlhavereadthisapplicationandstatethatthe Bldg.off. 3/21/86 Tr.PI.
iniormation is corre e to comply with II appli ble State of
Mmnesota Stawtes and Ci oi 9an Ordinanc APC Parks
Si9nature of Permittaa ' ~ar. Date Copies.$_~O Q
~ S
Total
A Building Permit is issued to: OPUS CORP on ihe express condition that
all work shall be done in accordance with all applicable St esota Stat es a i of Eagan Ordinances.
Building Oflicial u ~r"
~ CITY OF EAGAN N 0 11820
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PHONE:454-8100
BUILDING PERMIT aeceiptp
Tobeusedfor OFC/WHSE EstValue $11750,OOOoate APRIL 17, ,1986
SiteAddress 1200 TRAPP RD Erect Occupancy B-2
Lot 1• 2•&ock 2 Sec/Sub. EAGANDALE CTR Remodel ? Zoning T 1
AtiA5o.& 36 IND PARK Repair ? TypeotConsl TTN SPRTNK
Addition ? No. Stories 2
a Name NW MOT'L LIFE onove ? Length
= 8400 NORMANDALE Demolish ? Depth
o AddreBsLMTN Int Impr. ? Sq. Ft~~
Ciry Phone Install ? 86,000
a Approvals Feea
o Name OPUS CORP
a,ddress P•O. BOX 150 Assessment Permit $ 4,558.00
~ City MPLS Pnone 936-4451 WaterBSew. Surcharge 875.00
~ a Police Plan Revie~ L 2 79. 00
w w Name Fire SAC 14,950.00
Address ~
~ i Eng. Water Conn. N A
a w Ciry pnone Planner Water Meter N A
Council Road Unit 5, 324 . 00
Iherebyacknowledgethatlhavereadthisapplicationandstatethatthe B~d9 4 1~ 86 Tr.PI. 4,056.00
information is correct ~g~ to comply wnh al applica le State ot 5,332.00
Minnesota Statutes a d Ci y of E n Ordinance s APC Parks
SignaWre of Permitlee Date Copies
7otal $37,374.00
A Building Permn is issued to; OPUS CORPORATION on the express condition that
all work shall be done in accordance with all applicab4e St of Minnesota Statute nd Ci of Eagan Ordinances.
Building Official
Repue i Data Fira . Roug~-in Inspx~ion '
^ I Fequi ? Reeay Now Etl- ill Noary Inspenor
/ es G No When Reetly9
I T/licensed contractor O owner hereby request inspection ot above electrical work at:
JoD FOaeess (Sueet Boy or Routa Na I Gty
ia o o
Tgw
Senion No. Townsnip Neme or o. Ran9e No. CoumY
OccuOaqINT~ Phone NO
ieD . O P, oN~vJ
Power $uppher ACtlress .
ConvacrorS License No
Elecmcal Gomrecwr (ComOany Name)
ffl,j-4- E i
Mailing Atlaress IGOnt:ac;or or prvner lAaBing Installa0onj
.0. ~n 317 ~ k.Ekf' • SS 4.3
AWnor¢eG $iS^awre trenor ner M a~ Phone NumOer
` d- 93 g-/ 970
MINNESOTA 5 TE BDARD OF ELECTRICITY THIS INSPECTION REWEST WILL NOT
Grlygs-MlCway Bldq. - Hoom 5-113 BE ACCEPTED BV THE STATE BOARD .
1821 Univarslty Ava.. SI. Feul. MN 55100 UNLE55 PROPER INSPEGTION FEE I$
Phone161216<]-OBO0 ENCLOSEO
'REQUEST FOR ELECTRICAL INSPECTION EB-00001-08
gr
i See mnmceons for compienng Uis lorm on back ol yellow copy
"X" Below Work Covered by rhis Request
L27385
ewAtltl Rep TypeoBUiltling ApphanceSWired EquipmenlWiretl
Home Range Temporary Service
Duplex Water Heater Eiectnc Heating
- Apt. Butlding Dryer Other.(Specity)
Comm./Industrial Fumace
Farm Air Contlitloner
Ofier(suecdy) ConVactor5 FemaBr -
Compute Inspection Fee Below:
# Other Fee # ServiceEntranceSize Fee # Circuits/Feeders Fea
Swimming Pool 0 to 200 Amps 0 to 100 Amps
Transformers Above 200 _ Amps 1Abovej_Q0_ Amps 1
SignS Inspenors Usa Only: T TAL
O ~
r,
Irrigation 8ooms ~~,JO , ~J
Special Inspechon
Alarm/CommunicaLOn THIS INSTALLATION MAV BE ORUERED DISCONNECTED IF NOT
Other Fee COMPLETED WITHIN 18 MONTHS.,..( I, Ihe Electncal Inspector, hereby Aougnio ate '
certify Ihat the above inspection has F,nai
_ been made. ~
OFFICE USE ONLY
This requesl voitl 18 monIDS Irom
This requesl voiC 'a
18 nnnNs 1rom
C 18 5 31 ~a! 3 4: ~
e-~ P~ 3
ANnvest Dato ' Fiie No: RouPh-in [nsperlion
Repu~red7 E]Reatly Nuw Q Will uly, Inspec-
Ci ? Ves No 'or When Heady
t&licensed Electncal Conlractor I hereb
y requB3t IOSpBCM1On ol BCOVB
? Ow^er elecvical work installad nt'
Street Address, Baa or Roure No. City
ecU o. Townsh~p ame or No. Fa g No. County
OccuVAnt(PflINT) Ph n¢ No.
ower Supolier Address ~
Ele v al Con[ra or (C pany Name) Contrar.tor's Locense No.
3 I 3 . 'Z--
M, IinB AdJress 1 on[ra or ~ MakinP lnsiailapiq
_ thorize SiP~atwe wqmvactor Ow e Ma/ iny I tallaLOn9
Phone Number ~fCX
84 / /
MINNESOTA STATE HOAflD OF ELECT ICITY TNIS INSPECTION flEQUEST WILL NOT
Grie9s-MiAwav Bldg. - floom N•191 BE ACCEPTED BV THE STATE BOAND
1821 University Ave.. St. Paul, MN 55104 UNIESS PNOPEA INSPECTION FEE IS
Phona (612) 297.2111 ENCLOSED.
SpL //Y6 ntuutbi tUH tLECTRICAL INSPECTION dr% ~3~1-0<
0 Sea ins[ructiens lor completing tM1is form on bnck of yellaw copR ~ C~~
"C-~? 5 3 1 ""1(" Be/ow Work Covered by lhis Request
Add Neo. Type ol Bui1Ein0 ApOliancea Wired EquiVmeni Wved
Home Ranye Tem{mrary Service
Duplea Water Heater Lightiny Fixtures
Apt BUilAmg Dryer EleclriC Heatin
CommerCial Bldy. FumaCe Silo Unluader
IndusVial BIAg. Air Conditioner BWk Milk Tank
Farm Otnr~ Peu v tnor ISnr.nlvl
~ er Sucv Y iher Oih¢r
94
ompute lnspection Fee Below
N Fea ServiceEntrenceSrie n Feo re„aa,sis.me»da.s K Fnx Circwts
U to 200 qm 5 0 to 30 Am ps 0 co 30 Am s
Above 200 qmps 31 to 100 Antps 31 to 100 qm y
Swimming Pool Abave 100_Am s Above 100_Am>s
Transtormers Irriyation Booms Pdrtial.'Olher F e
SignS SpeCial hispeCtion /
Nem~~ks S ~Q TOTAL FEE;.,, ~
C/A
Rouph-in ~
ate
the Electncal
~ O nspBGtoq hereby
Final aendV thet the above
inspection hes been
~ ~ea.
mis repueai vmO 18 monlM imm
ihi5 rr:4uest void
18 montAs Irom /3 , 3 ' ~
~G~- Uw , •f~~
C 12652 z~,a, 35-,,-3 6,g~-i~=s~
00
Renuest Uatev ' Fre No. Rouph-in Insoer, n '
Reqmretl~ ~ ]FeaAy Now Will Nou1y InsOec-
' ~ ~Yes No lur Whmi q¢ady
Licansed Electncsl ConVactor 1 here
y repuest inspection uf ebove
Q Owner elechicnl work installad at:
Sveet Addres~. ox or Route No. Cuy
ection o. Townshtp Namc or No. RanBe No. Coui y
OccuVa_nt i
MINT) Phmne Nn.
Vower Supohet tlAress
A (9UO ~$ZC-
Ele Con[rnctor ICom~anV Nnmel ~ Contr»r or's License No.
it;/A A /
sl.G' L
Ma pine AOJress ICon~ cmr or Ownar Makine ~~swilati
. J -7 > ~ 3
v[horizeSiB~amm (C n ractodOwne~ Makm
slnst a
l on) Phune Number
~ ~
MINNESOTA STATE BOARD OF ELECT ICITV THIS INSPECTION HEQUESi WILL NOT
Gri09s-Mitlwav 91dB. - Aoom N•191 BE ACCEPTED BY TME STATE BOAND
1821 Universitv Ave.. St Paul, MN 55104 UNLESS PqOPER INSPECTION FEE IS
Phone (612) 297.1111 ENCLOSED.
n4
/3 ~ neuutsi FUA ELECTRICAL INSPECTION EB-00001-0
See instructions br completirg this form an back of vellow copy. ~i3
V
1.6 ~2 - "X" Be/ow Work Covered by Ihis Request6_~~_&
0.Ad fleD. Tvpe ol Burltlin9 APOImn<ea WireA Equiument Wired
Home Range Tenipora,y Service
Duplnx WaCer Heater Liqhtfny Fixtwes
Apt. Building Dryei EIeC[ric Heatin
Conunercial Bldg. Furnace Silo UnWaAe,.
Indus[rial BIAy. Air ConAitioner Bulk Milk Tnnk
Farm O~h., peci y .~her ISnec~f~l
~ ,r uecilv
~hcr p
ompute e Inspection Fee Be/ow
p Fee ServmeEMrencaSize b Fae Feetlers/Sublertlers b Fer Cirw~ts
0 ro 200 qm is 0 to 30 qm s 0 to 30 Am s
Above 200 qmpy 31 to 700 qmps 31 to 100 qm s
Swimming Poal Above 100_Amps Above 100_Am)y
Transrormers Irrigation &ooms Parual."Other Fee
Signs Speciallnspection ' -
Aemiirks ~ TOTAL~FE~~
Aouon-in - pa~ S
/ ~I. the Elec rt ic
Inspector, M1eleby
` cerhfy thnt tha abova
p
Final inspectmn hes bean
Tbis repuesi va1018 monfia tmm
18~mon hs from~d -7Z
D 1010
Requast Date ' fvdNO. Roup~-vi risuer,tmn
Renufretl E:]fleady Now Q Will NoGfy Insoec-
?Yes No tor When Heady
Licensed E ectncal Contracmi 1 hereby reVUest mspaction o1 obove
Ownyr elechicel work enstalled aC
S173 Ad,~.cssa r outa C,Iy
a.f ~
/eZ.oC Q 4 ~1.
ectron o. Township e or No. Range No. Co
Occupnnt (PHINT) p e No
K / .S /
Power Supplier Atltlress
Elect i, I ConU cta~ny N~ el ^ Contr tor's License No.
tc r,. ~c. -D
Mailmq AdJ,ess ICont~avtorn~ Owner M mg I IailaGOn
00 uthn ed SiBnamre ( rac u/ ner Makind I la atm Phune Number
-.1>s
MINNESOTq STATE e D OF ELECTRICITY THIS INSPECTION HEUUEST WILL NOT
Griggs-Mitlway Bitlg. Noom N-191 gE ACCEPTEO BY TME STqTE BOAflD
1821 Universitv Ave.. SL Paui, MN 5510~ UNIESS PNOPEX INSPECTION FEE IS
Phone 16121 6420800 ENCLOSED.
S/,,,ncuutai run tLtGIXIGAL INSPECTION EB-00001-06
Seo mshucpons lor complr-infl lhis form on back ol vellow copy. y p1~t~1 ~
/
D1 O D0 X Below Work Covered by 7his Request
PVsvjAddj Rep. Typa of e,,;ieioy ApolionceeWnee Enuh,n,eev wi.ed
Home Range Tempotary Service
Duplex Wate, Heater Liqhtiny Fixtures
ApL Buflding Dryer Electric Heatui
CommerCial Bldy. FumaceSilo Unloader
InduStnal Bldy. Au Condrtioner Bulk Milk Tank
Farm Oth, ore~ v Oin,v
t er Sueci v tncr Oihi:r
M V {I ~
ompute lnspection Fee Be/o -
N Fee ServroeEnhence5ize b Fee Fexders/Subfexders fl Foe C,rcwfs
0 to 200 qm 5 0 to 30 Am s 0 tn 30 Am s
Above 200 q~r~py 31 to 100 qmps 31 to 100 qrn s
Swinuning Pool Above 100_Amps Above 100_P.mps
Transrormers Irngation Boorr's Partial.'Oth e
Signs Sp¢cial InSpection
Rem~rks / 5is00TOTAL ~yp
N Lt cw/ 6~ h. YCOCa - W
Rouph-in D:ne
& I, Ihn Eleclrical
/ ~ -/i0 ~~ISpOClOl, hBrrFB~y
cartdy thnt the ebova
inal ' D'itr inspaction has been
~ae.
mie repuest volO 18 momlu imm
This 1:9uest void -7,oc- _ O ,S O C l'" ' 1/i~L.. 1 lL~
18 nwnlhs Irom
•ft~.1-2674 ~3 3 -
I Request Uate ire No. Rouph-~ilnrcueruon
~ ~ PeqmreA? I^fleatly Nuw ? Will Noli(y Insuec-
?Yes No T~ IorWhenReady
lfiensed Elecvical ConVactor I hereby requast inspection oi ebove
Owner O v e nlechicel work installed ai.
J
Strei~ Address, B x or Route No. CIry
o a T,e.a FA G,r ~
ectmn o. Township Name or No. R;mge No. Counly
i9/<dTA
Occupdm (PFlINT) Phone No.
c2/~ G
Power SuVf/plier AJdress
r
EI¢cb.cal C ctor ICompany Nam Contractoi's License No.
A o ~
MaJmp Ad ess ( on[raclor or Owner MaCig InstailaLOn1
77 z- a S-S 7
n,AuIh.r,cdI SignaWre ( nvactodOwncr M:ikin - t la n) Phon¢ Nomber
MINNESOTA STATE BOARD OF ELECTqI ITY , THIS INSPECTIpN REDUEST WILI NOT
GriB9s-Midwey 91A0. - Noom N•191 BE ACCEPTED 9V THE STqTE BOARD
1621 University Ave., St. Paul, MN 55104 ' UNLESS PNOPEfl INSPECTION FEE IS
PM1nnw 18121 291-2111 ENCLOSEO.
REQUEST FOR ELECTRICAL INSPECTI ON ee-wiwi.oa
1 See instructiens for comOletilg this form on beck of vallow copy. ~ ~6-1317
~
. ~1 C_ Jlip X" Be/ow Work Covered by Ihis Request
Fdtl Rep. Type ol fiwltline Aoulmncna Wired Equipment Wired
Home Ranye Tempprary Service
Duplex Water Heater Lighiiny Fixnues
Apt. Buildmg Dryer Elec[ric HeaLn
Commercial Bldy. Furnace Silo Unloade,
InduStrial Bldg. Air CondiGOner Bulk Milk Tank
Farm Othei nec v Oihcr ISnrr,ifvl
~~cr Suocily t er pihir
ompute lnspecbon Fee Belaw
N Fee ServiceEnLencaSize b Fee Fendms/SUbleeders K Fen Cvcurts
4 0 to 200 Amps / 40 0 to 30 Am ps 0 tn 30 Am s
Above 200 Amps 31 to 100 Amps 31 to 1 00 Am s
Swinvning Pool Above 700-Amps Above 100_Amps
Transformers Irrigation BooniS I Partial"Other Fee
Signs Speciat Inspection S 33 u
Aemirks TOT FEEL
flough-in Dutc
I. t e Elec al
Ins , ~e~eby
Final certify thet the abovo
el~~ inspecoon has bean
J( mude.
" -uasivoitll8mantlulrom
'•~S ~/o REQU[ST FOR ELECTRICAL INSPECTION • ee-oucwi-oa
See instructions'lor complatinB this farm on Eeck of Yellow copV. /.C
C n r~ g X"" Be/ow Work Covered by Ihis Requesl ep ~~~°Q
Naw4Addj fleo. lvoe of BwlCinp AoDhoncee Wired Eqmument Wved
Home Range Temporary Service
Duplex Water Heater Lightiny Fiztures
Apt. Bwlding pryer Elec[rnc Heabn
Commercial Bldy. Furnace Silo Unloader
MAustrial Bldg. Air Conditioner Bulk Milk Tenk
Farm Otne, oeci v ISmer.iiyl
ueu y Ot er OthCr
ompute lnspection fee Below
p Fee SaroiceEnhenee5rse M Fea Feadars/Subfaeders b Fen Cvcwts
0 to 200 Am s 0 to 30 Am s 4% - 0 tn 30 Am)s
44 Above 200 Amps 3 $-31 31 to 100 Amps q59~ 31 to 100 Ai s
Swinunin Pool /2 74 M Abave 100_Am s Above 100_Amps
Transrormers Irrigation 8ooms „$O Parual.'Other e
` Signs Special Inspection S/oo~
Penarks TOTAL EE
/
qoyBh-in Date
' I. the Ele tnc
. ~ ~ Inspectoq hereby
71 certily Ihat the abovo
Final r Da~e inspectmn has Eeen
maaa.
mh repuesl vola 18 monlM tmm
This rnpuest voidV-/-S -(r~, r ~ d~p
IB months Imm ~
t 43 12 58 6~
fienuest Uaie Fire No. RouPh-in InsDe<uon
~ /Z ' Ra LT;u~etlI ~HeaGV Now [~'~Viil Nntilv.InsPec-
~yes ? No tor When ReadY
~y ~.icensed Elecbical Contractor 1 hereb
y requast inspa[tion ol above
? Ownr,i electncal work installed et
Sveet Atldress, Box or Rome No. Cftv
/zoo TRAFP 2D Z~GAocJ
ecLOn o. Township Name or No. I ange No. Counry
A4 ko-f,4
Occapant (PflINT) Phone No.
7wm C, s f~e r~u ls Mpn u e.N e.,
Power $uppher Atltlress
/,/sF' 3000 Max~?~LL
EI,tcVical Contractor ICompany Namel C trar.mr's License No.
• l~6oP~~5 c ~~CT/I / C ~'S`'o? 22
MailinB Address (COnVacfor or Owner Making Instailabon)
0277 45; P~ZLoyo2 t
AuMor¢ed SiBnamre (COnVaclodOwner Making installauon) Phone Numbnr
G.u 7,,W6.,r (cM) z27-]]11
MINNESOTA STATE BOAPD O ELECTHICITY THIS INSPECTION FEQUEST WILL NOT
Gria9s-MiCwey Blde. - Aoom N-191 BE ACCEPTED BY THE STqTE BOAHD
1821 Universitv Ave., St. Peul, MN 55104 UNLESS PROPEN INSPECTION FEE IS
Vn..nn 16121297.2111 ENCLOSED.
(IFrttf TrMtP of (OIr1tpMrir1J
titp of eagan
19P}tal"Zl1IPt11 of ll1tdbtltg 3I18}iPtTI11Yl
This Cenificate issued pursuant to the requirementr ojSection 306 ojthe Unrform Building
Code certifying that at the time of issuance this st,ucture was in compliance with the various
ordinances of the City regulating building construction or use. For the followirtg:
UmClauifi~aon 61dg ftrmutNo 1791-11
0-p-Y Tra m,,;,s ourc;a T.Y rya conoc 'i f-T
OwraofBuitdin6:" T:IT-7 Y.": M pdanm rvRl:'1 i'P""~: S-iT.l
ewimI naavas 17CO waery7.1.7._'1. ;19.!vC-;Cti'tP, Cu2 Xi'.] h:,
/
gt_: -
Bulding Olfiqel'.'
POST IN A CONSPICUOUS PLACE
-
; 6~ertiocate of cccupanc~ .
~ Kit4 of C~agan I
Zeoartu~ettt aF Zui[bing ani~pection
! This Certificate issued pursuant ta the requirements of the Unifofrrt Building Code
certifying thut at the time of issuance lhis structure was in rnmp[iance with [he various
ordinances of the Ciry regulating bui[ding constructiars or use. For the fo!lowing:
COMM/IND-MISC-BLlM & aMIN 21146
Uu Cluaficawn: Bidg. Permk No.
(kcupnnry Type Zoning Di>Ind Type Canst.
• „ J T OF L1D ---20T- OST E, ffibGIN '
Owner of BuJding Address 7~~(~~~~~I Bu'J" g Addrcu L celiryL ~ P~ ~ I
07/ I S/Q3
Date:
U BuddingOffimal
'
POST IN A CONSPICUOUS PLACE
J
r 1
~ `
CASH RECEIPT
. 'CITY OF EAGAN
' 3830 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
DATE f '~~~l\ 191L^L
AMOUNT $ ~ 5- Io
tr DOILARS
E) CASH J~~.+ECK ee
~o• ~ ` L^'J /-C.~
(
•ur+o A"'
1.0 37 ,l?D
.
a s3
Thank You
B V/`~'
PERMIT
~ CITY OF EAGAN
3830 Pilot Knob Road PERMIT TYPE: B u z Lo z Nuj
Eagan, Minnesota 55123 Permit Number: 021146
(612) 681-4675 Date Issued: 0 6/ 0 9/ 9 3
SITE ADDRESS:
1200 TRAPP RD
LOT: 1 BLOCK: 2
EAGANDALE CENTER INDUSTRIAL PARK #1
P.I.N.: 10-22500-010-02
DESCRIPTION:
~ BIRD & CRONIN INC
Bu3lding~_Permit Type COMM./IND. MISC.
Building 41qrk Type ALTERATION
IUBC Occupancy\~ B-2
i
. , i
i
. '
~'J
REMARKS:
INCLUDES LOTS 2 & 3
FEE SUMMARY:
VALUATION $347,000
Base Fee $1,504.00
Plan Review $977.60
Surcharge $173.50
Total Fee $2,655.10
CONTRACTOR: - Applicant - OWNER:
KARKELA CONST INC 29225512 C J T OF EAGAN LTD
6531 CAMBRIDGE ST 2601 80TH ST E
ST LOUIS PARK MN 55426 BLOOMINGTON MN 55431
(612) 922-5512 (612)854-5626
I hereby acknowledge that I have read this application and state that the
information is correct and agree to comply with all applicable State of Mn.
Statutes and ity of Eagan Ordinances.
- e SIGNATU% ISSUED By SItSNATURE
i
REALTI!lATE cmr oF ~?Gari ~z 4~
PEw~ti~r : - 1993 BUILDING PERMIT APPLICATION
2w11 681-4675 CO-~0:~ f~-q
SINGLE & MULTI-FAMILV 2 sets of plans, 3 registered site surveys, : copy of energy
calcs.
COMMERCIAL 2 sets of architectural 8 structural plans, 1 set of
specifications,
iLx~' . wrvtA„s
Penalty applies: 1) when permit is typed, but not picked up by last working day of month-
in which reques~L :s made, 2) address is changed or 3) lot change is requested once permit
is issued.
Date QO Yaluation of work oco (iVOr IAZ&,
Site Address: 1200 'iT'WP
STREFT SU1TE /
Tenant Name: (commercial only) $«D G4Zo~J~~ i I~3 U,
~
IAT BLOCK SUBD. tA~OAI,E c.E)'~ P.I.D. M 10• 22500 - oio-oz-,
~,2fr~J 2
INOU,57'R.lA4. PA4LK ~.lo, 1 aZ0-472 1 o30-02
Descri tion of work: 1Q11EfAD(- t',1FfAG*, *.~UOKT-fi1f-40. R~UG2tkx~
The applicant is: Er Owner ? Contractor ? Other (Dectribe) `}i'!u!-Pie t~~ ~at7.t.~,~
Name G.ST, OF- EA&AAJ L-T-P- , l-146. CO, F'hone R50-"~uO
Property LAST FIRST -nm c.eoa1AJ
MIKE FRAZt'7,
Owner Address ~ ~ ~ -
STREET STE /
City 1'll TlJW State IIVA) Z i p ~~171_31
Company KAR V-" ~LL Phone
Kl.iv.T' FY
Contractor Address ~~,~5 64rn4 License # - EXP. -
city 57-, LOUlS ~F'~~tt2K. State /YIII), Zin~
Company 1<1 K I~~IC~..I) Phone 922' 3LZ4'
Architect/
Engfneer Name j0h'AJ 7051nq6 ` Registration N Z~S?C/ I
Address (0w2- ~C&j'16)4 &W
City ST LoulS -State ~N Zi0.'r~J~
Sewer & water licensed plumber . Processing time for
sewer 8 water permits is two days once area has been approved.
I hereby acknowledge that I have read this aPplication and state that the information is
correct and agree to comply with all applicable State of Minnesota Statutes and City of
Eagan Ordinances.
Signature of Applicant: ~
771, OFFICr USE ONLY ~
~ QING PERMIT TYPE
1P
001 Foundation 0 06 Du lex ? 11 A t. Lodgin ~
p p/ g Q,~16 ~,sement"ni sh
? 02 SF Dwg. ? 07 4-Plex ~ 12 Multi. Misc. ? 17 Swinf`Pol
? 03 SF Addition ? 08 8-Plex O 13 Garage/Accessory ? 18 Comm./Ind.
? 04 SF Porch 0 09 12-Plex ? 14 Fireplace 019 Comm./Ind. Misc.
O 05 SF Misc. 0 10 Multi. Add'1. ? 15 Deck O 20 Public Facility
? 21 Miscellaneous
WORK TYPE
? 31 New )Z~33 Alterations ? 35 Tenant Finish O 37 Demolish
O 32 Addition ? 34 Repair ? 36 Move
GENERAL INFORMATION
Const. (Actual) Basement sq. ft. MWCC System
(Allowable) lst F1. sq. ft. City Mater
UBL Occupancy 8- 2 2nd F'. sq. ft. PRV Required
Zoning Sq. Ft. total Booster PumP
N of Stories Footprint Sq. ft. Fire Sprinkler
length On-site well ' Census Code L/3 7
Depth On-site sewage SAC Code
APPROVALS b1 i r .
02-;15us u.m~ a
Planning Building Assessments
Enginezring Variance
REOUIRED INSPECTIONS '
? Site O Footing ? framing ? Insulation
? Wallboard ? Final 0 Draintile ? Fireplace
Permit Fee jS0~~00 vaiuac;or+: S 314 '7, U0o
Surcharge
Plan Review ~I' ` •~c? gft3E
license oZ~-15~ Ovu P'Rict
MWCC SAC ryjZh I
City SAC Z 000
Water Conn.
Water Meter 341700~ v.4~ujE-
Acct. Deposit i
S/W Permit
S/W Surcharge
Treatment P1.
Road Unit
Park Ded.
Trails Ded.
Copies
Other
Total : a 655. lo
SAC %
SAC Units
Z) '
1986 BQ2LDING PERtiIT APPLIC6TION - CITY OF EAG9N
90YE: ALL CONTRACfORS MQSS HE LICENSED fiITH THE CITY OF EAGAN
SINGLE F6lIILY DWELLIHGS
INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS
MOLTIPLE DiiELLI6IGS - RFSIDENTIAL RENTAL ONITS FOE SALE QNITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SOAVEY - CHECB WITH HLDG. DEPT.0
1 SET OF ENERGY CALCULATIONS
COMIliERCIAL
INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFZCATIONS AND 1 SET OF
ENERGY CALCOLATIONS,
$2,000 LANDSCAPE BOND
To Be Used For: oFFic.t:/Wi-asC Valuation: OOO Date: 3125/94
oe sr-c9
Site Address 1200 TkcPp Roe~y-- OFFICE USE ONLY
Lot I,z-34, Block 2 Erect Y Occupancy ~Z
3-, ~ 3c, Remodel Zoning Li
Pareel/Sub EAvr>NOn+..E GrR •(NO. R4. Repair _ Type of Const IIN SPg~NSC,
) A 1 Addition l~ of Stories Z
Owner ~Qru,,,,E,,,.~,,.N I`+1LY~ L-,c@ Move _ LFngth 330
,f Pemolish Depth 2~0
Address $400 Int.Impr. _ Sq Ft 8[s,cr~
Install
City/Zip Code
Phone 9PPROVAIS FEES
Contractor C)p 'ts Assessments Permit y ~3.
Water/Sewer Surcharge 87 5,
Address P pl ak /~^o Police Plan Review ZZT°I.
Fire ?SAC 14,950•
CYty/Zip Code Engr Water Conn N/A
Planner Water Meter N/A
Phone -rj,3t.-4~ls'I Council Road Unit 5324.
~ Bldg OffCd4, Treatment Pl 40S(,.
Arch./Engr. APC Parks 533~2.
Variance Copies
Address ipTgL
City/Zip Code o0 Q
t1 ZOOO~ ~AA/.D-5CAPE ~lonDe!
Phone ll
0 be rZe je C?sPd 12 "o a-7£2
F,dAL i Nsp.
NOTE: ADDHESSES FOR CORNER LOTS - CONTRAC?OR/HOMEOflNER IiOST DESIGNAiE WHICH ADDRESS
IS DESIRED. NO CHANGES fIILL BE AI.LOSiED ONCE BQILDING PERMIT IS ISSQEA.
PEQri i T
lOO.ooD 433 ' ' %
Lb50,ow Ibsox2.S= ¢~"t-S
45 s~ 9s~
' SU2LHaR(at
I-7 50 x.S = 5-7S 8-79
I~t~ Q~rcw
4SS8 =2 " 22~q ~Z-79
I,~I AL
M GTE2
W/a
• F-0A0 u N i T
(o. k2 x 8-70 ° 532¢ 53z4
' TPL
l scfl ~ 2~ = 4, 0sp Q-, osb
pf42 v-
Z(do,587 x. 02 = 5 33*~ 533Z
L 1,2,3,4.35,36 B Z t'A~oNOAC~ L'TQ..INo. PIC,
cof~
~~mrnDIl~~n
Ulh cfts aMO
March 28, 1986
Mr. Dale Peterson
Building Inspector
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Mr. Peterson:
This letter is to inform you that the Metropolitan Waste Control
Couunission has made a SAC determination for the Office/Warehouse
Building to be located at 1200 Trapp Road within the City of
Eagan.
It has been determined that 26 SAC Units should be assigned to
this building. It is our understanding that this building is
speculative Office/Warehouse space. This determination was made
as follows:
SAC Units
Charges•
Warehouse
34,000 sq. ft. @ 7000 sq. ft./SAC Unit 4.86
Office
36,000 sq. ft. @ 2400 sq. ft./SAC Unit 15.00
Future Office
14,000 sq. ft. @ 2400 sq. ft./SAC Unit 5.83
Total Charge: 25.69 or 26
At such time that the finishing permits are issued, the SAC
assignment should be re-reviewed based on actual usage. If you
have any questions, please call.
S' rely,
ald S. Bluhm
Staff Engineer
DSB:RWJ:blm
cc: S. Selby, MWCC
David A. Hunt, Opus Corporation
350 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423
, L I,Z,3,4,35,346
EXTERIOR ENVELOPE AVERAGE ^U" COMPUTATION
OWNER TLi7lij CrTY MeT`n.,e` Medn66-NtE,.r~- C'ez.jTc-?. CMMG-
SITE ADDRESS_
CONTRACTOR OPUS CC,Ip DATE PHONE
Determine working square footage of each:
1. Total exposed wall area...3B,39tl sq. ft. X,225 = 8c.361
2. Total roof/ceiling area. ..(,n 144 sq. ft. X, G>~ = 3(P,05
Total exposed wall area above floor = 3$ ~qc.~.~
A. Total wall window area ~.rLUE Cal/l3SI •~d
-72Lj=L
8. Total door area. . . . . .4 7vJ~-d, , , , . , 46c)
C. Total plate glass door area .(INS.II:AT1,~
D. Total c_c_c-A- C2L&9 area 37 4
E. Total spandrel wall area 5'dq g
F. Total net wall area above floor........... t4 2m
G. Total wall framing area (average 10%)..... 6500
Total exposed foundation area = -
H. Total foundation window area -
1. Total net foundation area above grade..... -
Determine "U" value of each wall segment:
A. ~2U~' 1~ X °Va
B. 44,60 X °U° • ~ _ ~2 ~
c. lo S ~ X "v°
D. 72,;-Ib X "U" o's$ = Ig$
E. 6'acl6, 1# X °U" • O(c~ = 371v
F. 24 20~ . 16 X"U" a
c. SSo.lb x °o° .2B
H. X U.
_
Z. X 'U° _
3 .....................................TOta1 = ~alSp ~
If item #3 is the same as, or less than item #1, you have
met the intent of SSC 6006(c)2.
. ' EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION
Total exposed roof/ceiling area = (,~p /44-d ~
~
J. Total skylight area.............. ~
K. Total roof/ceiling framing area(average'108
L. Total net insulated roof/ceiling area..... (,0 i-
Determine "U" value for each roof/ceiling segment:
J. X "U" _
K. X "U" _
L. ~ /t4d X "U° .O(o
4.... ..............................Total = ~(a09
If total of 14 is the same as, or less than #2, you have
met the intent of SBC 6006(c)1.
ALTERNATE BUILDING ENVELOPE DESIGN
To utilize the total envelope system method, the values
established by the sum of items i3 and #4 shall not be
greater than the sum of items #1 and #2.
1. 6c..39 + 2. ~Co09 = l~_~~4~&`
3. (al(,9, + 4. ~~09 = ~7 7 1
Mcc .4 Pa?-~r
, 6-4c.Ad/
Glta~ cs_)c~ If °15L.+59+c~9 f9~ - 372 ~27 = lQ~~~~
U-)
=~oytS3f92+Ca - 3'9t2~ - 9~>'3
S -~~t$or lSot~~ ° 372 +27 ° /o o~
92F-~~tS~F~oI '319 K2~ • 91i'3
3~, 395~ ~ .
N~zc Sclr77?~c.;r wi~vcu~, a=3x~,~~/'pNvti~+ ~~~T ;~a~ d~.a.fl~y
~
Nlcc s(Gkq *~as - 1-77
SIS2+ssco~,,a 13,9g~!
= (pQ I 4k4 ~
,
64K6Gs /;oof..t = 267x)o) t -.ZC/0x8) .
~~la~3J1 CkWM ~ Z~ Cp a g~
~~bf_ C~wX.Ji ='l5 a 12~+~~2 xlz~
= s z¢~ '
SPArJo~~~ - rl = ~2(~75 ~ ~L~ ° 22&,
6A~
s • ~z ( ir'+'~,+) = i~
E = 12 ~1~3) 59Co
zr~
13LLir- GcnW _!z~ l82 f 3µ) = 25 R 2
uJ _ /'2( f28)7 • Is 3L
S
12~20~) ` Z
~ z~~ ~
, MMG ~P6~Y ~85 -175
UA VoLLJts
/ OOF 1. OuJs;de gw0.CA- ° e 1'1
2 /`rtery+bla,~ ~ao • 033
3 l~;q~o~ lna~cl• i5.oL
4.
PAelaI Ooek • -
Irs;c~ Sw~cti = ecaffl
Kz•
v= ooc~
c~J~ = azz5
. MMC S/'E-IZllr ~ 65-I-75 ?~•17P~L U.fYk.~Jc.~.c~.~
382
'U"
L~= 1076 ~ 1,;Mril uJi,\(P.
C,FRc~M F/1$~or! l~A~n~
6LAR3 - 6LLJE 714TGP DovUL(S IAlac1 aJ,7(5P
U= a47 CFT.O,-A
sPr~~ro~~. - r. ouJs;dz
2. /4" PLue- Glw ~ 1.00
3. 3I2.Insu/ad,oN = //.ou
id/r 3 QC.c
rr~~~~
K7 • ~~.ss
~ ~
L/• i~-. - ~~(.55
.
L~ ` 1 o co9 L~ p=• 28
v= .5$.
Flpuro No. 4 ~M C. - S/
• • U. WALLS-HEATING ~
FOR BUILDWGS NOT REGULATED BY SECTION 502.2
P
0.50 •
0.40 ~'FH
~ 3S~HiF
S
x
0.30 3S~b
~ R/FS~~UN~H
0
~ 020
t
, 0.10 0
r
~
m
a
' 1 2 3 4 5 6 7 8 9 10 11 12 73 14 15 16 17 IB 19 20 21 n
<
ANNUAL FAHRENHER HEATWG DEGREE DAYS (In Ilausands) (65•F. BASE) ~
~
/Y~,rl~(6AFo~~1 ~ MtiJrI~3oTA
vAV 8387. 0 ~
Flgure No. 5 ~
U, ROOFS AND CEILINGS 3
FOR BUILDINGS NOT REGULATED BY SECTION 5022 =
0.12
0.11
0.10
_ 0.09
~
= 0.08
N
LL 0.07
C
~ 006
O
D Z='
0.05
0.04
Q
0.03
1 2 3 4 5 6 7 8 B 10 11 12 13 14 75 16 77 18 19 20 21 C
a
ANNUAL FAHRENHER HEATPIG DECaREE DAYS (in thousands) (65'F. BASE) _
a Q
r N
U i~~~
1986 BIITI.DING PERMI? APPLIC9TION - CITY F EAGAN
NOTE: ALL CON'PRACTORS HOST HE LICENSED AITH THE CZTY OF EAGAN
CO4MnCIAL SINGLE F9ltILY DWEI.LINGS
INCLUDE 2 SETS OF ARCHITECTURAL INCLUDE 2 SETS OF PLANS
& STRUCTURAL PLANS, 1 SET OF 3 CERTIFICATES OF SURVEY
SPECIFICATIONS AND 1 SET OF 1 SET OF ENERGY CALCULATIONS
ENERGY CALCULATIONS~
$2,000 LANDSCAPE BOND
To Be Used For: fi:)~A710N Valuation: $119i000 Datee 3-I,4-$(o
. . , . a~ Sc!
Site Address 11-C)O T~PP RD. OFFICE IISE ONLY
I,z,3,A ,
Lot 5syLcE Block 2 Erect x Oceupancy - 8•2
-~'/Remodel _ Zoning L I
Parcel/Sub F,.,,~E ~,cN,e¢ T,,,oorra;w P~.k Repair _ Type of Const Tj N_ SP2iµk,
Addition # of Stories Z
Owner AearuwexEO.wi Mu,-L.... LiFE 1~5. Ce Move Length
Demolish Depth
Address 8400 1Joarno..+D~ Lakc &.un 14,I440 Int.Impr. , Sq Ft
Install
City/Zip Code ~~e.-..v.,c,TOU 55437
Phone QZI - 210o APPROVALS FEFS
Contractor Assessments Permit I S.
Water/Sewer Surcharge
Address 8ox /t5-0 Police Plan Review
~p Fire SAC
City/Zip Code /~/~junicopoc,s 55440 Engr Water Conn
Planner Water Meter
Phone 93 -44SI Council Road Unit
Bldg Off 3 21 86~Treatment Pl
Arch./Engr. APC Parks
~ ~r Variance Copies
Address TpT9I,
City/Zip Code
Phone # ~514ME QS Arn~j
NOTE: ADDRESSES FOR CORAER [ATS - CONTRACTOR/HONEOHNER MOST DFSIGHATE iIHICH
9DDRESS IS DESIRID. NO CB9NGES NILL BE ALLOWED ONCE BOILDING PERMIT
IS ISSQED.
~ 1986 BOILDIAG PEIMgT APPLICATIOR - CITY OF EAGAN
NOYE: ALL CAATRACfORS MQST BE LICENSSD iiITH THE CITY OF EAGAN
SI6GLE FAMILY DHEI.LINGS
INCLQDE 2 SETS OE PLANS, 3 CERTIFICATES OF SUAVEY, 1 SET OF ENERGY CALCULATIONS
MfJLTIPLE DNEI.LINGS - RFSIDENTIAI. RENTAL QIiITS FOR SALB ONITS
INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SORVEY - CHECB HITH BLDG. DEPT.,
1 SET OF BNERGY CALCULATIONS
COlMERCI~A[.
INCCUDE-2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OE
ENERGY CALCULATIONS,
$2,000 LANDSCAPE BOND
OFFlcc-/yµGREµ~~ ~
To Be Used For: ~;~~H ~~k Valuation: 550, o00 Date: (9- 2Cj - 8Lo
~
Site Address /ZoO lTiE4 RO1a12_ OFFICE USfi ONLY
Lot %4---3Lo Block a Erect _ Occupancy 257-
Remodel Zoning L1
Parcel/Sub Repair _ Type of Const7~
Addition Ik of Stories Z
Owner Move _ Length
Demolish Depth
Address e3-10O ~la,~n,sµ,~•,~,~~ c j3/u2). Int.Impr. ? Sq Ft
Install
City/Zip Code ~Looir,1n.tt2a,.l
Phone APPROV6LS FEES
Contractor Assessments Permit 155
Water/Sewer Surcharge 27.-'5
Address 9g00 B.eE..1 Police Plan Review 77
Fire SAC
City/Zip Code Engr Water Conn ~
D A v /O Planner Water Meter
Phone Council ~ Road Unit
Bldg Off I Treatment P1
Arch./Engr. f~E ,a5 Co,,.ml APC `I ~Parks
' Variance Copies
Address TO'fAL (a /,.Z.
City/Zip Code
Phone #
HOTE: ADDHESSES FOR CORNER LO'fS - CONTAACTOR/HOHEOWNER MOST DESIGNATE WHICH 9DDRESS
IS DESIRED. NO CHANGES iiILL BE ALLOiiED ONCE BOILDZNG PERMIT IS'ISSOED.
~ .
v ~l
~
3 7
0 7070 CASH RECEIPT •
' CITY OF EAGAN
3830 PILOT KNOB ROAD
EAGAN, MINNESOTA 55122
DATE 196 V'
waceveo I '
1/ 0
"C
AMOUNT $ I^^
l_~lJ
i
~ 6_DOLLAR/
~sa
E] CASH P4-CHECK
.o~ ~lhe • Llo-L I/1Ero.-~
~ i
runo eooa w.ouHr
d 1
Thank You ~
ay -
N n 675 23 White-Peven Copy
Vellow-Posting Copy
54~.~2Y
IZoo "T[zA~ (20, l~P-vE F+r~n~'t' bfl-~5 9 36 - 495!
'-(bM pnVIS NM~- G2r-zioo
L 1;2.3,4,3~~3~ a2 ~E.fJ,t.P. L 1,2..3, 4.3~,3b ~ ~ [FG,~y.i~AL6 CT~- INI~ PK.,
G~GcaP.~rcc y
6• 2
Buiu~~~c~ SIZ.t=
~ FF( G.L. ~-qoao
t-.~~-1sE, 35~a
gq-ooo
,
TYPr= C>r CIJN~272ULTIo,~
I: ~j
BAS( C- 12,000
M.5 . 2r iz,ooo r Z4,ooo
~7P~INC ZK Z4,aoU 4 o,00c~
O.A ZK48,oo0 ` ~lo,ooo
15 W C1 Ty M0.TElZ IAL M G MT. LTR-.
- n~ixMir ~ 111 150,000~ 4553.
l~c,( 2c (-fAfz.4E 875.
• PL-~ ecvrEw Z27 9 .
.5A& CBP~5ey-,) o&j ZG SAc u017-:1) Ge- MW« LeTrae) 419 so.
• Qoa-o C1NtT 63ascD 0~4 GAZ AceQ-0 5324.
• TPL ~5ANFo ou 2f6 se,c_ uki ( zS)40 5Zo .
pARKs I Z ac ru-S5-8 -7 °J s337-.
MEMO T0: JAY BERTHE, POLICE DEPT.
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
; DALE RUNKLE, PLANNING DEPT.
KEN VRAA, PARKS & RECREATION DEPT.
JOE CONNOLLY, WATER DEPT.
FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS
~ DATE:
The preliminary v construction
. plans for 6M22`( TWIN CI TY MATE2.IAL r4Ur"('rCT(L.
are in our plan review sectior, for your review and comments.
Please return this form to Steve Hanson with your initialed comments and the
date of review. Failure to return form to Steve within five (5) days will be _
; considered your approval.
Thank you.
/JS
2
i
2
MEMO T0: JAY BERTHE, POLICE DEPT.
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
DALE RUNKLE, PLANNING DEPT.
KEN VRAA, PARKS & RECREATION DEPT.
JOE CONNOLLY, WATER DEPT.
FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS
f DATE:
The preliminary v construction
plans for 6Fr-R2`( TWIN Cl Ty MATEF-IAL F'U"'r CT[Z.
are in our plan review sectior, for your review and comments.
Please return this form to Steve Hanson with your initialed comments and the
date of review. Failure to return form to Steve within five (5) days will be
: considered your approval.
Thank you.
/JS
MEMO T0: JAY BERTHE, POLICE DEPT.
TOM COLBERT, DIRECTOR OF PUBLIC WORKS
' ~IMSTueM -ppT,-E-RUpgtE., pLANNZNG DEPT.
' KEN VRAA, PARKS & RECREATION DEPT.
JOE CONNOLLY, WATER DEPT.
FROM: DALE PETERSaN, DEPARTMENT OF PROTECTIVE INSPECTIONS
, DATE: L.I
The preliminary construction VI"
plans for TWiW Cmr MArEa,AL- ML,MT. GTF-,
are in our plan review section for your review and comments.
Please return this form to Steve Hanson with your initialed comments and the
date of review. Failure to return form to Steve within five (5) days will be
considered your approval.
Thank you.
/JS
;
,
. .
MEMO T0: JAY BERTHE, POLICE DEPT.
M 51~IM TOM COLBERT, DIRECTOR OF PUBLIC WORKS
IIALE'-RUNKt£-, PLANNING DEPT.
KEN VRAA, PARKS & RECREATION DEPT. •
JOE CONNOLLY, WATER DEPT._
FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS
, DATE: L./
The preliminary construction v
plans for 'b~-TZZ~I TWIN Cf7`! MATEP_lAL N14MT.
are in our plan review section for your review and comments.
Please return this form to Steve Hanson with your initialed comments and the
date of review. Failure to return form to Steve within five (5) days will be _
considered your approval.
Thank you.
/JS
~3a
city oF eagan
3830 PILOT NNOB ROAD. P.O. BOX 21199 eEA BLOM9UtST
EAGAN. MINNESOTA 55121 nwwr
PHONE' (612) 454-8100 iHOMAS EGAN
.lAMES A $MIiH
VIC EILISON
' THEODORE WACHIER
couna1 Memoen
THOh1AS HEDGES
CM ~minishWOr
EUGENE VAN OVERBEKE
CiN Clerk
1
SPERRY CORPORATION
COMPUTER SYSTEMS
SPERRY PARK, P.O. BOX 43525
ST PAUL, MN 55164-0525
ATTENTION: JOHN C. DAVIS
Dear Mr. Davis: This letter- is-a-follow-up to our meeting regarding Sperry's new
building at 1200 Trapp Road, more specifically the "H" occupancy
of the building.
. /
, It is my opinion that in an "H" occupancy building with less
than 200 sq_ ft., only one exist is required.
Sincerely,
L.1 /90
Doug Reid
~ Fire Marshall
DR/js
CC: Dale Peterson, Chief Building Official
THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITV
'?P, r~2: i. fikV ?,r T, .H' :.4G y:r1: :i~ • ~ " ..-/r.l;..:;..,.. M.'S', ~.+•l.~
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CONTRACTOR'S MATERIAL & TEST CERTIFICATE
SPRINKLER SYSTEMS - WATER SPRAY SYSTEMS
3 6-3 61 62 A2 PqRT "A" GENERAI"
PROCEDURE
' UPON COAfPLET10N OF WORK, INSPECf10N AND TE5T5 9XOULD BE MADE 0Y COPII'RACTOA'6 REPAESENTATIVE AND WITNE65ED BY AN OWNER'6 REPtiESENTATIVE,
ALL DEFECTS SHOUID 6E CORRECIED AM SYSTEM LEFT IN SERVICE BEFORE COM'RACTOR'6 AffN FINALLY LEAVE TNE JOB.
A CERTIFICATE SNOULD BE FILLED OUT AND SIGNED BY BOTN PEPRESENTAT1VE5. COPiE6 SNOULD BE PREPMED FOR INSPERING AUTNORITIES, OWNER AND
COM'RACfOR. IT IS UNDEftSTOOD TNE OWNER'S REPAESENTATIVE'6,SIGNANRE IN NO WAY PftEJUDICES ANY CLAIM AGAINST CONfRAROR FOP FAULTY
MATERIAL, POOR WORKMANSWP Oft FAILUftE TO COMPLY WITN INSPECfING AVTHOPRY'S REOURtEMEM602 LOCAL ORDINANCES.
PPOPERTY NAME OATE
MATERIAL PIANAGEh1ENT CENTER - - - - S ~
' PROPEPTY ADDFtESS Trapp Road, Eagan Minnesota - - °
d,- ACCEPTEO BY INSPECTION AUTNOPITV ('S) RAMES
American Risk, 6600 France Avenue South, Edina, Mn. 55435 6
AODRESS
PLANS City of Eagan,City Hall, 3830 PiloE Knob Road, Eagan, Mn.
INSTALLATION CONFORMS TO ACCEPTED PLANS YES ~ NO ?
EQIIIPMENT USF.D IS APPROVED ' YES ' NO ?
IFNO,STAiEDEV1ATlOri9
NAS PERSON W CHMCE OF F1RE EplI1PMENT HEEN INSCPUCI'ED AS TO LOCATION OF CONTROL
VALVES AND CME OF TEdSITEW EGUIPMEM.... . . , . YE3Ig . NO ? '
INSTRUC- IF NO, EXPLAIN . . . '
TIONS HAS A COPY OF INSiRUCT10N AND MAIMENANCE CHMT BEEN LEFT ' ~ YES NO ?
AT PLAM
IFNO.EXPLAIN
FLUSNINC Flmv the requireE rale willl nmln= are clear a: IMlcmeA by no mllecUon of IorelQn malcnal In buHap EaRt al atleta saCh ae hyJnme and
blow-olfx. , _ , . 1 . . ~ . .
Fluth at Ilows not less than T50 GPM lor 8-Inch pipe and ¢maller, IODU GPM for 8-Inch, 1500 GPM br 10-Inch. 2000 GPM br 12=inch, Wpere eupply TEST canwl proEuce eUPulated Ilw rale, o4Ufn maximum avalUble bY uelig properly !nied dlerharHe dev¢ea. 1 1 1- , HYDPUSTATIG Hytlroflallc lest should be made al nol leee IAan 200 P51 for Iwo Aours or 50 PSI above emlic pressure m excess 01 ISO PSI. Dlllcrrnllvl
drY-OiPe valve clapPerr ehwlE be lefl qren danng tesl lo V«veni damage. All opove grouN piplrig Inkape rhw1E Ee etoyped. '
. DESCRIP- LEAIUGE- New pipe Iaid rlth rubber 6a`ketetl )olnte ehoultl, if Ihe rurkmanship le ealif/acmry, have m lealege al the Jninls. Unsatlefaclary amoume
ol leakage usvally resull Gom [wlsletl, pinrhed or cW 92`kete. Hoeever, rome leakage miFhl reeull Irom emall amwrls o( gr0 or emall Imperlectiont.
The amount ol leakape nl 1he jolnte shnultl mt enceed 2 qmrte pcr Aour per 100 jolnle tmc[Dertlvely al pfpe dlametcr. The IeabRe should be dithlCuleE
TION over all jomts, il such leakage oceure nl a lew }oiNe tpe uistallallon ehauld be conslderad unalielarlory a`d nec<ewry repatre ma0e. Nev plpe IaIJ
vlth caulketl IeaC m IeaE-subs6twe )omle shoultl, If Ihe warkmansAlp le eallnfacmry, have IIIUe or no leakage at the foinle. Any Jalnt havlry{ IokaRe or
mare than a"e11RAt tlnp" or "we<pieg' ehwltl Ee repalreA. 6eakage SAwIE rot esccetl 1 ox. (IIqu1E measure) per hour ver Incn of plpe dlamcler per JoIN.
TT< leabge ehwltl be tlutrlWted over all )omb. If euch leak¢ge oecuts almoal enllrely at a(er joirla, lht Inalallallon should be ranelCerM uneatirlarmrv
aetl seceepary repalre matle. , . ' ' . .
PNEUM1LITIC Es[aElleh 40 PSI alr preseure aM meaeure preesure tlrop whirh should ml excerd 1 IiY PSf In 21 houu. Test preaaurc lankr at mrmal
water level aN alr preesurc, a'M meaaurc av pre=rure tlrap vh¢h should mt exrced 1 liy PSl in 24 hourr.
PART "B" - UNDERGROUND PIPING FEEDS BLDGS. . . . .
LOCATION
PIPE TYPE AND CLASS I TYPE dOIM '
UNDER-
CONFOAMS TO STANDARD YES 0 NO
GROUND ?
IF NO. E%PLAIN ' • ' ` I
. . , . ...t , . PIPES . . . . . .
AND JOfNTS NEEDING ANCNOMGE CLAhiPED, &iRMPEU OR BACKED IN ACCOitDANCE ' ygb ? . ND ?
WITH STANDARD
)OINTS IF N0, E%PLAIN , . ;
TESTS
REQUIRED FLUSHING • ' . HYDROSTATI , . LEAKAGE '
NEW UNUERGPOUM/ PIPING PLUSHEO ACCOPDING TO STAImMD YE9 ? BY (COMPANV)
HON WAS FLlISHING FLQ.V OOTAINED .
PUBWC WATER ? TANK OP AESEpVO1R ' FIRE PUA1P ?
FLUSHING THROYGM WHA'I TYPE OPENING
. HYD. BVTT. ? OPEN PIPE ? LEAD-INS FLVSHED ACCORDING TO ' 6TAlIDARUYE8 ? . ~TESTS BY (COMPANY) • ~ ~ NOW WAS FLUSWNG FIAW OBTAINED
PUBLIC WATEF ~ - TANKOR REBERVOIR 0 . ' ' '''FQiE PUMP ? THPOUGN WHAT TYPE OPEMNG _ Y CONN. TD FLANGE A&PIGOT ? OPFN P@E ?
, . , , .
ALL NEW UNUERGrtOUND PIPING NYOROSfATICALLY TESTED AT . . FOR HOUftS
~YDROSTATIC . . e.s.1.. TEST
TOTAL MOVNT OFLEAKACE MEASURED
CAL6. HOURS
LEAKAGE
TEST ALLONYABLE LEdYAGE
. GALS. NOUAS
NUM6EP INSfALLED , TYPE AM1D MAI.'E ,
HYDRANTS ALLOPERATESATISFACI'ORILY - YES 0 NO o
CONROL N'ATER CONTROL VALVC6 LEFT WmE OPEN Yf5 ? NO ?
VALVES IF NO. SI'ATE R6ASON
DATELEfTINSEPVICE ' REMARKS ,
NAME OFSPIUNKLlfl COhTt1ACfO11 FOR PROPEPTY OWNER (SIGNED) TITLE
PARTS A 8 B FOR SPPINKLEN COM'PACTOP (SIGP'ED) DATE
SIGNATURES
PART "C" - SPRINKLER 8 WATEn SFRAY ABOVE ^vROUNL' PIPING (FILL OUT SEPARATE PART "C" FOA EACH PISER)
SEt1VE5 BLDGS. . LOCATION
I HYDROSTAiIC TEST OF ALL PIPING " ' •
TESTS 2 PNEUMATIC TEST OF ALL DRY PIPING .
REQUIRED 3 EOUIPMENT OPERATION TE5T5 OF ALL EOUIPMENT
TEMPEIIATUFE
SPRINKLERS MAKE MODEL SI2E QUANI'ITY pATING
oR ,Z~.?J?~ ~ Z_ ~v~
SPRAY
Nozzies
PIPE AND hfATERIAL AND qNID CONFOftMS TO SfANDMD ~
FITTINGS IF NONE, EAPLAIN
AIARM VALVE A L A R M D E V I C E MAXIMUM TIdfE TOOPERATE TNHOUGH TEST PIPE
OR FLOW TYPE MAKE MODEL ' MN. ~ SF.C.
INDICATOR I 1.
OPERATINGTESI'RESVLT6 WATER AIR TFIP TIME
TIME'IOTPIP ' PRES4. PPE55. pplNf WATER ~ ALARM
DRY M11AKE hfODEl !ER. i OUG EbT P E REACNED ppERATED
• ~ AIfl TEST
) WI i ~ . PPOPERLY
PIPE /Qrtp PPESS. OVTLET
tAN. C. MN. S'C. P.5.1. P,6.I. P.S.L MIN. SEC. YES NO
VALVES
IF NO, E%PLAIN OPENATION PNEUAfATIC ? 6rLECfPIC? NYDRAULIC ?
DELUGE PIPING 6UPEftVISED YES ? NO ? OETEL'1'ING MEUU SUPERVLSED . YeG 11 NO ?
DOES VALV E OPERATE FROM TF6 MAMIAL TR1P AND/OR AEMOTE COM OL BTATION9 YES ? NO ?
g LS TNENE AN ACCESSIBLE FACILITY IN EACH CI U FON T TING . . . YES 0 NO ?
PREC.CTION IF NO, EXPLAIN ~
DOES N CI UIT OPERATE DOES EACH CiRCUIT OPEPATE MA%IMUAt TIME TO
TIAKE MODEL SUP VISip LC165 ALARM VALVE i1ELEA5E OPERATE PELEASE
VALVES . YES NO YES NO MIN. 6EC.
ALL PIPING HYDROSfATICALLY TESIED AT PSI FOR NOURS
DRY PIPING PNEUMATICALLV TESTCD ' YES M-7 NOffr
TESTS , EpUIPMENT OPERATE PROPERLY ~ YES NO?
IF NO SIATE 0.EASON
DPAIN TESI': PEADING OF GAGE LOCATED NEAfI ' 9UPPLY TE'STPIPE: RESIDUAL PRE65URE 41TX VALVE IN~ PIPE OPfN WIDE:
SfAl1C PPESSUflE Psf PS
BLANK "MBER USED LOCATIDNS t+UMBEFtPEMOVED
TESTING . • ' ' . -
GASKETS
DATE LEPI' IN SEHVICE Wfill ALL CONTROL VALVE6 OPEN.
REMARY.S
~
NAME OF SPRINKLER CONfRACTON FOA P OPEftTY O~'/ ER Gt~ED) TIiLE
Pn27 °C' GRINNELL FIRE PROTECTION SYSTEMS COMPANY ~ ~
SIGNATURES Fo" s lKLey onT CTyiG D)
/E
CONTRACTOR'S MATERIAL & TEST CERTIFICATE
SPRINKLER SYSTEMS - WATER SPRAY SYSTEMS
36-3610462 A2 PART "A" GENERAL
PROCEDURE
UPON COF@LET[ON OF WORK, INSPECTIOY AI.'D TESTS SHOULD BE M1IADE OY CONTRACCOfl'S REPPESE4TATNE ANMWiTNE55ED BY AN OW NER'S PEPRESENTATNE,
ALL DEFECTS SHOUL[l OE COftRECCED AND SYSTEht LEFT IN SERVICE BEFORE CONTRAGTOR'S MEN FlNALLY L£AVE THE dOB.
A CERTIFICATE SHOULO OE FILLED OItT AND SIGNED DY ?OTH REPRESENTATNES. COPIES SNOU6D HE PREPMED FOR INSPELTIFG AUTN021TIE5. OWNER AND
COIdAACTOR. IT IS U\DEHSTOOD THE ONVNER'S REPRESEFTAT]VE'S SIGNATURE IN NO WAY PREJUDICES ANY CLAIM AGAIAST CONTRACTOR FOA FAULTY
MATERIAL, POOR WORKMANSIflP OR FAILURE TO COMPLY WITH IKSPECCING AUTHORRY'S REQUIREAIENTS OR LOCAL ORDIYAKCES.
PROPEPTY NANE DATE
MATERIAL PSANAGEMENT CENTER Sh ~
PROPENTY-ADDHESS
~Trapp_Road, Eagan, Minnesota
?Jl/ / ` ACCEPTED Ul' INSPECTI00 ACTHOPITS 1'S1 \AAIES
American Risk, 6600 France Avenue South, Edina, Mn. 55435 &
ADDRE55
PLANS City of Eagan,City Hall, 3830 Pilot Knob Road, Eagan, Mn.
InSfALLATIOY CONFORMS TO ACCEPTED PLANS Y[S~ NO ?
EQUIPMENT USED IS APPROVED 1'ENO ?
IF N0, STATE DEVIATI0I5
HAS PEFt50N IN CHARGE OF FIRE EQl11PMENT BEEN IRSTRUCTED AS TO LOCATION OF COYTROL
VALVESANDCAftEDFTFIISNEWEQllIPMEKf YESX KO ?
WSTRUC- IFNO, sxaLaN
TIONS HAS A COPY OF INSTHUGTION ANO MAINTEKANCE CNART BEEN LEF7 YES lir FO ?
AT PLANL
IF NO, E%PLAIN
FLUSHIFC: Flox Ne requvetl nte uniil mmns .ire olcar a, mtln metl by nu cullectmn of [ore~gn materul m Wrlap Dage al outiels [u!S aS hv:lianL antl
blox-OfL'.
Flush at Omve mt less•than 750 GPM lor fi-in[h pipe antl ~maller, lODU GPM (or B-mch, 1500 GPM for 10-mch. 2000 GPM for 12-mrh. W hcre Supply
TEST cannot produre etipulatetl flow rate, optam maximum available by ueiM properly eized disrharge tleemes
HYDROSTATIC: HvE~oeta~¢ test should Oe matlc'at not le« Hian 200 P51 for two hour= oz 50 P51 alwve =utm pressure in ezcess of 150 PSI. Dif@rentvl
tlry-pipe valve clapper= shoultl be left open tlunng test m Prevent damage All apove grourtl popmg leakage rhoultl be smpPed
DESCRIP. LEAKAGENew piPe Ivtl x rtM1 rubber ga=xeietl mt= thou1E, if Ihe wurkmanship ie eati=laciory, have no leakage at the fmnts. Unsati=fazmry amovntF
Uo
o( leakige usually result from ~visletl, pinrlietl cut Faskel=. Hoxeveq = e leakape mig6i r suli Irom emall amounts of Fri1 or smalt imperlecOone.
The amount ol leakage at the jomts eh(jutE not exceed 2 quaris per M1our per 100 joime irreepeetuely ol pipe tlumeter. The leakage shwltl be tl1=triWted
TION over ail Pimte. If sucM1 leakage umurs ai a fex P)mae lhe ummlL uon ehoultl be ronvderctl un=atistarlory antl mce<sary repair= mada New pipc laitl
vAh caulkeE IeaC or IcaE-EUb~WNe pmn= =houltl, d the workmanshtp ts sausfanory, pave little or no leakage at tAe Pmnts. Any jomt M1aving leakape or
more tAan a"ellgM tlrip" or "weepinF" should be repairetl. LeakaFe fhoultl roi enceetl 1 oz. (Lqwtl mrasure) per hour per incM1 ol pipe tliameter per joinl.
The leakage ehaultl be tlistnWtetl over atl jomts U=uch leaeage occurs almnst wntvcly at a tew jmms, mc installabon should be roneitleretl unsati=(arlorv
anC neccseary repavs maCC.
PNEUMhTIC' EsuEhsh 40 I'9 air pressure and measure pressurc drop vhirh should roi exceetl t 1i2 P51 in 211wurs. Test presswe unke at rormal
water level ard a r prr=surc antl measure a r Oreseure tlrop which should nnt exreeE 1 1~2 P51 m 24 Aourv.
PART "B" - UNDERGROUND PIPING
FEEDS BLDGS.
LOCATION
PIPE TYPE AND CLASS TYPE JOIfCf
UNDER-
GROUND roNFORALS TO STAhDARD YES Ej NO ?
IF NO, E%PLAIN
PIPES
AND JOINTS NEEDINC ANCHOMGE CLAMPED, STRMPED OR BACKED IN ACCORDANCE yg5 ? NO ?
WITN STANDAItD
JOINTS IF No, E%PLAIf.
TESTS FLUSHING HYDROSTATIC LEAKAGE
REQUIRED
NEW UNDENGROUMI PIPIYG FLUSHED ACCOADIIJC TO STACIDARD YES ?
BY (C0118AM1Y) HOIV WAS FLIISHING FLOW OQTAINED
PIIBLIC WATER ? TANK OR ftESEHVOIFt ? FIRE PUMP ?
FWSHING Ttp10OGNWHATTYPEOPEHING
HYD. BUTT. ? OPEI: PIPE ?
LCAD-IRS FLUSHED ACWRDING TO STAIIDARD YES ?
TESTS py(COMPANY)
HOW WAS FLUSFDNG FLOW OBTAINED .
PuBLIC WATEP ~ TANK OA RESERVOrtt ? FQtE PUkIt ?
TNROUGH WHAT Tl'PE OPE6ING '
Y CONN. TO FLANGE 3 SPIGOT ? OPFN PIPE ?
co.... ~:n PS F1nv. ua., ioF4 Vt'mtetl m U.S. A.
ALL NEW UNDERGROUND PIPING HYDftOSfATICALLY TESfEO AT FOR NOllRS
-IYDROSTATIC r.s.~. _ ,
TEST
TO'fAL MOUNT OF LEAKAGE MEASURED
GALS. HOURS
LEAKAGE
TEST ALLMVTBLE LEdF'v1GE
GALS. ' NOUtiS
NUNiBER INSIALLED 'CYPE A6D MAKE
HYDRANTS ALLOPERATESATISFACfOR1L1'
YES ~ NO ?
CONROL WATER COATflOL VALVES LEFI' WmE OPEN VES ? M1O ? .
IF K0, SfATE REASON
VALVES
DATE LEFT IN SERVICE
REMARKS
NAAtE OF SPHIAALEft COP'fF1ACTOR FOit PROPERTY OK'FEN 19GA'ED) TITLE -
PARTS A 8 B
FOR SPRINIQER CONTPACfOP (SIG6ED) DATE
SIGNATURES
PART "C" - SPRINKLER 8 WATER SPRAY ABOVE GROUND PIPING IFILL OUT SEPMATE VART "C" FOR EACH RISER)
LOCATION SEAVES BLDGS. WOZJ ~
1 HYDROSTATIC TEST OF ALL PIPING
TESTS 2 PNEUMATIC TEST OF ALL DRY PIPING
REQUIRED 3 EOUIPMENT OPERATION TESTS OF ALL EQUIPMENT
TE
SPRINKLERS MAI~ MODEL SIZE CUA\'f1TY AIPEItATUPE
PATIKG
oa /Zii?
SPRAY L-z
NOZ2lE5
PIPE AND MTERNL Ah'D hlt~ CONFORMS TO ~'A~~D
FITTINGS IF NOA'E, EXPLAIN • ,
ALARM VAWE A L A R M D E V T C E AfAXIMUAI TIME TOOPERATE THItOtIGH TEST PIPE
OR FLOW TYPE M1IAKE AfODEL All~. SEC.
INDICATOR I ~
OPERATING TEST RESULTS WATER AIfl TFIP TIME
TIME'IO TRIP PPE55. PAE55. ppI~.^~ u'ATER ALARM
DRY htAi~ AtODEL SER. TF6tOUGH TEST PIPE REACHEO OPENATED
Alft TEST
PIPE Tb• W NOUT w'ITH PROPERLY
Q. p p. Q. O. D. PRESS. OUTLET
R9 SEC. ALI:. SEC. P.S.I. P,5.1. P.S.i. AIiA. SEC. YES NO
VALVES
IF N0, EXVLAIN
OPENATIOF py'cOMATiC ? ELGCTNIC? HYURAULIC ?
DELUGE PIPIM SUPERVISED yE5 ? 1:0 O DETECI'I1:C MEOIA SUPERVISfD yE5 ? NO ?
OOES VALVE OPERATE FPOFt TNE MAKl1AL TRIP AND/OR REMOTE COM'ROL STATIONS YES ? NO ?
g IS TNEflE AN ACCESSIBLE FACIWTY IN EACH CIRCUfT FOP TESTING YES E3 NO ?
IF NO. E%PLAIN
PREC,CTION -
L OOES EACH CIRCUIT OPERATE DOES EACH CIPCUIT OYEPATE M1U%IMUM TIME TO
pNKE MODE6 SUPERVISION LO55 ALARAI VALVE {1ELEASE OPERATE PELEASE
VALVES YES NO YES No M1tIN. SEC.
ALL PIPING HYDROSI'ATICALLY TESfED AT Pf+1 FOR MOUPS/
DRY PIPIAG PM1EUAfATICALLY TESTED YES NO~Y
TESTS EQUIPME,~'TOPERATE PROPEftLY YES ~ NO?
IF ~O STATE REASON
PAO~' TEST: PEADISL OF GAGE LOCATED FEAIi V A EN S PPLY TEST PIPE: flE51DUAL PRESSUftE v ITN VALVE L'NFST PIPE OYEN R9UE:
STATIC PPESSURE P51 , P5i
BLANK MIMBEP USED LOCATIOYS NTMMER PEMOVEU
TESTING GASKETS
DATE LEFT IN SERVICE WITH ALL COMROL VALVES OPEN.
REMARKS
!
NAME OF SPRIFKLER COhTRACTOR FOII PRO RTY OW N IGNE 71TLE
Pner °C" GRINNELL FIRE PROTECTION SYSTEMS COMPANY
~
SIGNATURES FORSPR ERCOPLR 0~1 D)
, f~r~?',~"v
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- C I T Y O F E A A i~ *~~o ~F~FF-E . Qp TZME ~F ;
*t APPROVAL OF PFd2NIPr. C APPLICATION FOR PERMIT *
INSPFX'TION OF SESM ANID/OR WA1Q2 ;
,*f ITF`-,I'Ai.TATTONS WII.L NOT BE SC~HED-• ~
SEWER AND/OR WATER CONNECTION :ULM UNnL PERMIT HAS BEEN ;
* APPROVID. ~
* r ,
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***~****,r*xx*w**x,rr,r~,t**+,tti,r~,r**f+,r.
jzv~lease Print
1) PROPERTY ADDRESS: y~d`tr Ttinlrw[' ;e0hr~
LEGAL DESCRIPTION:
. Lot Block Subdivision or Tax Parce ID )
IF EXISTING STRCCIL'RE, DATE OF ORIGINAL BCILDING PERMIT ISSL'ANCE:
' PRFSENf 7ANING/PROPOSID L'SE: (l`7on Year) -
? CO!"IDIERCIAL/REPAIL/OFFICE ~ R-1 SINGLE FAMILY '
IrIDCSTRIAL ~ R-2 DCPLEX (4tNo Units)
~ INSTI2L'TIONAL/GpVERRNME[sp CD R-3 TOWMOUSE (Three + Units) ( Units)
. ~ R-4 APARTMEN'p/CODIDOMINZUM ( •Units)
2) ~
NA"E:
ADDRESS:
CITY. STATE, ZZP: re ee_ y r. /y 5:r F~p
PHOLNE:-
• 3) • u~: For Cit Use
~ME: Plumbers License:
ADDRESS: µK i= s T' ~ Active
CITY, STATE ZIP: ~pired
i . rI ~'GS /YN S s 4~ =r NOt TECOrded
PHONE: 3-s 2 s3 MASTEEt LZCQdSE# ~ U 7 3
St~tial
4) •Q• • • i~•
NA"E: -~:,.i c 4 rY rrrfTJsr_°e 44- aC, ~ c(=•vrieo?_
. ADDRESS : i Z a a ~ C' n ~'P 2 O '
CITY, STATE, ZZP:_
PHONE: • ~
-5) v ~ r• o • a8 - oi
~ CONNECPZON 'Il7 CITY SEqII2 ~ CpNNE(,TION ZU CITY WATg2 p'IggR S'TOr~~`7 Scw/
6)'~ ~ PLF.ASE HOLD APPROVED PII2MIT FOR PICK-L~P BY ONE OF ABpVE -
~y PLEASE MAIL APPROVID PERMiT 1U 1. 2, 3. 4, ABOVE
~ j~r (Circle one)
7) r r. u.. _ L/'~/C/L•~~~.~,2~,~~ ~4~ y~ Z+'-~'C
• 7: ~ ~•r « • r i ~ - • r
I Y~I 7i i 1 ]I ~ 5~ ygim,7 s
1
~~i 1 ~ 1 r I pt?i 1 1 1 s • s' • 1 11
,
.FOR CITY USE ONLY PERMIT # ISSL'ED
~36- 3 yi2 111,-6
Pd w/Bldg. Permit FEES,c'
~ Q
$ $ 5~~ SEWER PERMIT (INCLDDE SURCHARGE)
$ $ • ~C-' WATER PERMIT (INCLODE SC'RCHARGE)
$ $ WATER METER/COPPERHORN/OL'TSIDE READER
$ $ WATER TAP (INCLL'DE CORPORATION STOP)
, $ $ SEWER TAP
$ $ ACCOUNT DEPOSIT - SEWER
$ $ ACCOUNT DEPOSIT - WATER
$ $ WAC
s iZ/, gs o. r,n $ SAC
$ $ TRUNK WATER ASSESSMENT
$ $ TRC'NK SEWER ASSESSMENT
$ $ ` LATERAL BENEFIT/TRC'NK SE[9ER
$ SLATERAL BENEFIT/TRC'NK WATER
$ 4Ld S Co O-I) $ WATER TREATMENT PLANT SORCHARGE
$ $ OTHER:
$ $ TOTAL
RECEIPT RFCEIPT ~
DOES UTILITY CONNECTION REQUZRE EXCAVATION IN PUBLIC RIGHT OF WAY?
~ YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC
ROADWAY" MUST BE ISSUED BY THE ENGINEERING
~ NO DIVISION. LIST AS A CONDITION.
SUBJECT TO THE FOLLOWING CONDITIONS:
~
APPROVED BY:
TITLE:
DATE : 1112-
~ 88ECYAL YNBPECTION AND THBTINd BCSEAULE ~
~ (To ba uao4 in eoaordance with tha ^ciuidollnea Por Spoaial Ynayection and Taotiinq^)
. PROJECT NAME rvT e'J ~ (..,IruAA ~ / MC./• vROJECT NO.q30I- /I
LOC71T I ON ~'20d 77Z~dfP~ ~"6A (1)
A=w.) PkJU1ZT NO. Z jI C,
BPECIJ?L INSPSCTION SCHSDULB
apecifkcation Typt+ oY Report Aeaigned
F
ncy
O 300o G IZPACP-l LF.tJeIl Q~.~/eCC~ ~yt, .p~ 22y6 i.Q.,
- I7'¢-/4 / 30b FaF- htGd'/'. 4NN A~-~
TB6TSN0 BCHSppYd6
OD .V044- f'LLS O~OA- NG bXCe c.-° S AfLeL[CnFiV
ru. [asce-, 9~ti.v e~eCC. ez8 'a vlo
eoo d q
Notsst
Thia schsdule to be lillad out •nd included in the pro}oat apacification. Iniormetion
unavpllable nt that tima to bp lLllad oub when applyiaq for a builQinq permit.
(1) Aarmlt No. to be providad by tha euildinq Ofiicial.
(s) uaa Qeecription¦ por U.B.C. Saction 306.
(3) Spaeitl Inepector, Tooting Agane qr Fsbricetor.
(4) FiYm contracted to perform ¦arvl,op4,
ACR(OYR,SD4@MSNTB
Each appropriata repr?mentative muet elgn balewt
S.SI- d/ab dS~F-SLZG ~CGt~.
Ownar: Firm: &60 •i6Q001A-),IArJ. Date G/p C
contracbor i Paw• M&,2, vjE: PP~Firmt KAGGE[o* Co~Nrr qzz•stis pate Io
Archltact i ~/py,v ,~lvSirr,03 Sirmg K. K.~ 9zz 3ZaL Datm: .
SERi rt~ asrml ik'.SvtEi.ey 6,r.p 73i-r~aaSnato~~ 6/~o/93
' 91t .v/At Firmi - Datao -
' gIi .v/.F Firm• Date: "
TA: L~ft5on/ FiYmi Ai11e2lGd,tJTzSl1~.'L (~q/~,yDate:
TA: Iv/A FiYmi Pete:
Fl .t/A ^Flrmi - Date:
Fi-_ A/ Firmi - Oato3 -
i• The indS,vi4uel nemee of all proepoative bDeciel inepectora and the work they,intnnd to
obeerva muot ba ldentiPied on the rovaroo wiQa of thie larm.
Lagond: 6ER ~ structural Bngt,naar of Record 31 ~ spQCial Inepector
TA ~ Teetinq Agent F~ Fabricator nccapted tor the 8uilding Dapartmont By be pAte: 6-18-! 3
Itl~ DEWN 6112 DCGELSI0f2 BLVDo MfN*j*aIS, pMSi~ 55416
Date: June 8, 1993
Project: airfl ana cronin, tnc.
Project No: 9301-11 ,
City of Eagan, Suilding Department
Attention: Joe Merohak, Construction Andlyst
bear Sos,
Sased on our previous discussions and our meeting yesterday, June
71 1493 at 3:00 P.M., I am suClnitting the attttclted sketches end
memo clarifyinq the changes we will be making to the arorkinq
drawinqs for tt?e Bird and Cronin projevt, at 1200 Trapp Road. Zt
is my understanc9ing that upon receipt of these sketches and memv
you will issue a buildinq permzt to Rarkela Construction so tk?ey
can proceed with the project.
If you have any questiions please contact me as sapn as posaible.
'Phank you,
4ft4d
John xosmas
Copy: 9ird and Cronin, Ync.
Tim Cronin and Mike Frazer
Karkela Construction
Kurt Hoppe
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R°96% 920 2083 06-08-93 12:53PM P005 #11
I~C DESiGN 6112 DCCELSIOR BLWoMNNEAFOL6, MN. 55416 (612)922-322b
Project: Hird and Cronin, Inc. Project No: 9301-11
1200 Trapp Road Eaqan, HN Qate: Suna e, 1993
Memo: City of Eagan, Attnt Joe Herchak, Construction Analyst
The foilowing information is provided to your depaCtment so as to
expedite the iesuing of the 8uilding Pern11t for 1200 Trapp Road.
1. Proposed changes to working dramings will be aompleted as
noted on reduCed drawing 6}leets Alr anQ A4r (11 x 17).
2. ArchltectuTal certification of all "A" and "SP" gheeta w£11
ne included on the reviaed_working_dramings.
~~~~d M~~S2ge. 44-900
~~~sage
To From
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Date 19
f1eclX c.ciA-CL-~~ ~(~;J~r~ '4n'A~~ Ge'Qh i 7.7~K ~ i-t/C
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KK DESIGN 6112 EXCELSIOI? BLVDoMINNFJ*OLIS, MN, 55416 (612~922-3226
' DMSION OF f~AD ORPORATION
' May 21, 1993 ~~~D~°~VED
Re: Bird and Cronin, Inc. ~k~ ~ b,993
Project No. 9301-11
1200 Trapp Road
City of Eagan
3830 Pilot Knob Road lilt
Eagan, MN 55122-1897
Attention: Joe Merchak, Construction Analyst
Joe,
This letter is to recap our discussion concerning the two-hour
separation wall currently in place, at the building located at 1200
Tranp Road; Eagan, MN. Aased on T.he origi.nal buildina doc;uments I
cannot find a reason that the two-hour separation wall was included,
along Grid G. It may have been a requirement of the previous occupant.
My evaluation of the original site plan, building plans with a B-2
occupancy classification and the inclusion of a sprinkler system would
have allowed, unlimited area without area separation walls, UBC, 1985
edition.
The new occupant of the building, Bird and Cronin, Inc., will function
under a B-2 occupancy classification. Therefore, my recommendation for
the building area is to be unlimited, based on the B-2 occupancy, the
site plan indicating a minimum setback of 64 feet at the west property
line and that an automatic sprinkler system is installed throughout the
building, (See Chapter 5, Section 506, Sub-section b, UBC, 1988
edition).
It is the intent of the building owner to maintain the two-hour rating
for the wall construction technigues, materials, and door assembly at
this time allowing for future options. The two (2) window openings
along this wall will only meet the requirements of a one-hour rated
wall assembly at this time, with provisions for future installation of
fire-shutters/doors meeting the two-hour assembly requirements. This
will allow for future changes of the occupancy classification or use
of the building. The wall will be constructed to meet all requirements
of a one-hour rated exit corridor.
Thank you for reviewing this item, if you have any further questions
please call.
L ~
John P. Kosmas,
Architect, Reg. No. 21578
MWXsE oxLY~..~...~.
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1993 MECHANICAL PERMTT (COMMERCIAL) '
CI7Y OF EAGAN
3830 PILOT KNOB RD
EAGAN MN 55122
(612) 681-4675
PLEASE COMPLETE FOR Ai.L COMMERCIAL/INDUSTRIAL BUILDWGS. ALSO COMPLETE
FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS. WHEN SEPARATE
PERMTTS ARE NOT REQLJIRED FOR EACH DWELLING UNIT.
DA-rE: Oc7-29 /993 CONTRACTPRICE: $
NEW BUILDING
INTERIOR IMPROVEMENT
WORK DESCRIPTION: ~/~~7~ LL RA-Ai p NT TuGE /`tEATEQ
/,A( W,4,CE KoUSE
FEES
1% OF CONTRACT FEE $36-o a
PROCESSED PIPING: $25.00
MINIMUM FEE: $25.00
STATE SURCHARGE $.50 FOR EACH $1,000 OF PERMTF FEE.
TOTAL $ 3~• ~
SITEADDRESS: 1200 7;C,4PP eOAA
OWNER NAME: M1CNAEL F-,eAzE2 TELEPHONE 6$3-////
TENANT NAME: (1MPROVEMENTS ONLY) U~~b -Y-- CAONIAI
INSTALLBR: EA • A/ -567N101.b7- c/- 195-5OC,
ADDRESS: WiNPA4K -b,e.
CITY: /?'EW /*PE STATE: IkIAl ZIP CODE: 55~7
TELEPHONE
IGNATUP..-. OF PERMITTEE ~TTY INSPECTO
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1993 MECHANICAL PERMTf (RESIDENTIAL)
CITY OF EAGAN ~
3830 PILOT KNOB RD
FAGAN MN 55122 .
(612) 681-4675
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. A1S0, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTT.
- - - - - - -
NEW CONSTRUCt'ION
pnn_pn] A,ir
ADD-ON FURNACE
DATE
FEES
HVAC: 0-100 M BTU $ 24.00
ADDITIONAL 50 M BTU 6•00
GAS OUTLETS (MINih1UN1 1 C 53.00 EACH)
ADD-ON/REh90DEL (Ex1sTING CoNSrRUCrION) $ 15.00
STATE SURCHARGE .50
TOTAL
S1TE ADDRESS:
OWNER NAME: THLEPHONE
INSTALLER:
ADDRESS:
CTT-y_ STATE: ZIP CODE:
TELEPHONE
SIGNATURE OF PERMITTEE
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1993 MECHANICAL PERMIT (COMIIERCIAL)
CITY OF EAGAN
3830 PIIAT KNOB RD
EAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR ALL COMIvIERCIALlINDUSTRIAL BUILDINGS. ALSO COMPLETE
FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMII.Y BUILDINGS WHEN SEPARATE
PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT.
- - - -
DATE: 6-Z- 93 CONTRACT PRICE: $ 43~ DOO
NEW BUILDING
~ INTERIOR IMPROVEMENT
WORK DESCRIPTION: AS il'aR. 4TC'aetKD ?n.oPwsa-~ a 1306=,e1
~~1~1b-S ~ FoLC..o W
FEES
icio O,= c(YNT,iAc, tf-r, S 43a
PROCESSED PIPING: $25.00
MINIMUM FEE: $25.00
STATE SURCHARGE $.50 FOR EACH $1,000 OF PERMi'f FEE.
TOTAL $
SITE ADDRESS: /200 l 2APP 2OA-0
OWNER NAME: &20 ANO C'2nNtr.36uks.E¢,RZr]t)TELEPHONE SS1 -0190
TENAN7' NAME: (IMPROVEMENTS ONLY) 7R12N Avfl CEoa ln1 .
INSTALLER: T=-7-AkI ~G~-IMt~P A--+J A!590GAiz&,S S/JC.
ADDRESS: 3Z.4-S W INAAR4,/ a)2.
CITY:_ NiW 4bP`z STATE: Mt-i ZIP CODE: 5-6- 2-7
TELEPHONE#:SVI-d/,Sd
N URE OF MITTEE CITY INSPE R
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1993 biECHANICAL PERMIT (RESIDFNTIAL)
CTIY OF FAGAN
3830 PII.OT KNOB RD
FAGAN MN 55122
(612) 6814675
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. AISO, FOR TOWNHOMES AND
CONDOS WHE?v' PERMITS ARE REQUIRED FOR EACH UNIT.
- - - - - - -
NEW CONSTRUCTION
ADD-ON A/C
ADD-ON FURNACE
DATE
FEES
HVAC: 0.100 M BTU $ 24.00
ADDITIONAL 50 M BTU 6.00
GAS OUTLET$ (MININIUA1 1@ 53.00 EACH)
ADD-O.N/REM0DEL (ExIsnhG coNSrRUCrioN) $ 15.00
STATE SURCHARGE .50
TOTAL
SITE ADDRESS:
OWNER NAME: TELEPHONE
INSTALLER:
ADDRESS:
CITY: STATE: ZIP CODE:
TELEPHONE '
SIGNATURE OF PERMITTEE
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1993 PLUMBING PERMIT (COMMERCIAL)
CITY OF EAGAN
3830 PII.OT KNOB RD
EAGAN MN 55122
(612) 681-4675
PLEASE COMPLETE FOR ALL COMAgRCIAL.'INDUSTRIAL BUILDINGS. ALSO FOR MULTI-
FAMILY BUILDINGS WHEN SEPARATE PFRMTTS ARE NOT REQUIRED FOR EACH
DWELLING UN:T.
,NF.'W CONSTRUCf10N
ADD ON
REPAIR
WORK DESCRIP'I'ION: ,L A1 S`7AC- L !N a S 7 C". ~ tJ Etil i, Gci .9-z' e/t ia6 R
,2 sfN/Cs - oc--M o
CONTRACT PRICE:
FEE: 1°k OF CONTRACT FEE.
STATE SURCIiARGE $.50 FOR FACH S1,000 OF PERMPI' FEE
WiiNi1fSUAi Fr.F.: $ 25.fn7 •
CONTRACT PRICE X 1% $ 5~~~ Uv
STATE SURCHARGE $ , 5 0
TOTAL $ ~ICo ~ So
~
SITE ADDRESS: /e?6b 7-1f,4OO fl,
TENANT NAIVIE: ~C3 i R 0 `i- C fi' O N I N STE #
OWNER NA11ZE: y
INSTALLER: S W A-Nsa/) -h- ~ c ff ~A-~, Cf2
ADDRESS: 5iY0 9 C-o c~u ,9-u E So
CITY: STATE: 1'Yf dJ ZIP CODE: SS~J
PHONE aaz
FOR:
CITY OF EAGAN APPLICANT
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1993 PLUMBING PERNIIT (RESIDIIVT7AL)
CITY OF FAGAN
3830 PILOT KNOB RD
FAGAN MN 55122
(612) 681-4675
PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND
CONDOS WHEN PERMITS ARE REQUIItED FOR EACH UNTT.
J~p, FIXTURES EACH TOTAL
SHOWER 3•00
WATER CLOSET 3•00
BATH TUB 3.00
LAVATORY 3•00
KTTCHEN SINK 3•00
LAUNDRY TRAY 3.00
HOT TUB/SPA 3•00
WATER HEATER 3•00
FLOOR DRAIN 3•00
GAS PIPING OUTLET • minimum -1 3.00
ROUGH OPENINGS 1.50
WA'I'ER SOFTENER 5.00
PRIVATE DISP. • DeILcty. uc. 15.00
U.G. SPRINKLER • eome uneer mnn. 3.00
ALTERATIONS •toadsting 15.00
WATER TURN AROUND 15.00
STATE SURCHARGE .50
TOTAL:
SITE ADDRESS:
OWNER NAME: '
WSTALLER:
ADDRESS:
C17y; STATE: ZIP CODE:
PHONE ( )
SIGNATURE OF PERMITTEE
0'!126 '93 10:01 ID:DAINTR CA-WSC FAX:6128917031 PAGE 1
YtUNICIPAL NOTYCE OF WELY. PBRMIT APPLTCk ION
DAROTA COUNTY ElNIRONHENTAL MANAGEHENT DSPl1RTMEAiT
WATSR AND LM1b I•YANAGEHEbIT SECTION
14955 Galaxie Avenue I4egt, Apple Valley, MN 55124
Tel (612) 891-7011 Fax (612) 891-7031
DATEt JUly 26, 1993
R'O: Ton Colbert/Wayne Schwanz 8au rk: (612) 681-4612
FROH: Water and Lan9 Nb;naqement
RE: S4a11 P2Ymit 1: 93-6068, 43"4010.43*d/'we1] Type:-Manltorinq
lYUnicipality : Eegan Reviever s'Luahrs
NOTICE:
The Watar and Land Hanagement Section of the Dakota County Enviranmental
Manaqement Dapartment has received tha following pelmit application fox
tha wall desoribad. If you require futher review of the application or
if you have any questions or concerns about it, contact the Envlronmental
Specialist listed above or our office at (612) 891-7011. If there 16 no
rea,ponse from your offica witihin 24 HOURS (exoludinq aeekenda and
holidays~, ~re v111 easume that you have no obyecrionc ~CO tcha issuance o£
the perm t. Please note fhaC permit issuance is alwayg conditioned on
the permit applicant's observance of and complianoe vith all applicable
laws and aodes. A popy of the Well permit will ba forvarde8 to your
office when comoleted.
SQfiLL CONTRACTOR INFORMATIOlt:
DPRA/STY
Ap l.iCation ReGeivedo 07/2611993
As~ticipsted Drilling/Sealing Date if knoun: Time: .
I
IACATYON OF WELL:
PLS COOrdinate5 6E h, SE h, NW h, NE Sac 3, Town 27 &anga 23
Well LoCation 1200 Trapp $oad
property Own6r C-7T at Eagmn Limite6
Well Owner CJT flt fiaqan Limited
PID NumbBY - - -
WBLL INFORMATION:
Diameter 2
Casinq depth 50
Total depth 60
sWL 50
Aquifer Unconeolidated Sediments
CQMMENTS:
f'6% 6128917031 07-28-93 10:01AM P001 St23
•
1; ; • .
JUN..=26' 96(WED) 10:39 DANOTA CO ENV MGT TEL:612-891-1588 P. 0 0 1
~r~ =:'~`.i . , '
Municipa[ Notice of Well PermitApplScation
';t,m'r~.;.: : Dakota County Enviromnental Management Department
VJater and Land Management Section
. .
14955 Galaxie Avenue West
Apple Valley, MN 55124
+'.'c~ii~;z'~';` • Tel (612) 891-7011 Fax (612) 891-7031
en ~~,•;..r: r.
, v DATE: Ju»e 26, 1996
TomColbert/VVayneSc6wanz Fex#: (612) 6814612.
.
"'FROM: Water and Lend Management
! RE: We1lPermit#: 96-H105668-71 WellType: Sealed
~
Municipality: Eagan Environmental SpecialisC Luehrs
The Water and Land Management Section af the Dskota County EnvQOnmentaf Management
Depaztrnent has received the following penmit application for the well described. If you iequire further
;review;of the application or if you have acry quescioiu or concems about it, contact the Environmental
~5pecialist listed a6ove or our office et (612) 891-7011. [f there is no response fram your office within 24
HOURS (excluding weekends and holidays), wa will assume that you heve no objedions to the lssuance of
the'perntit Please note thst permit issuance is always wnditional on the permit applicani's observance of
„and complianca with aIl applicable state, county, and municipsl laws and cades.
Well Contractoe Thein Well Compeny
Datc application received: 7une 24, 1996
`Anticlpated Drilling Date: Octnber 20, 1994 Time:
:y':'~.`. ' AnticipatedGmutingDate: / Time:
~GI'v;.:>'
Propcrty Owner. CJT at Eagam Limited
iWe11 Owner. Trapp road LLC
::~WELLY.OCATION: '
1/4, 9E I/4, NW 1/4, N61/4. Sec3. Town 27, RanBe 23
c'"~+
Stroet address:. 1200 Trapp Rd
'PIN Number. TM-POOOo-005-52
i'r:•:
;S. ~r: ; ;VfEI.L INFORMATION;
:~:4~••' .'_.f
2
Casing depth: 55
Totsl depth: 65
•,:.::'-:4 Ststic Water LeveL•
s.;.:Aquifer unconsolidatedsediments
liQ1Yl1YU]1\ 1 J:
.~,ApvIV' Y ,
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~R-95%~~,rri;~;;i,~~'•"y 'z 612 891 7588 06-26-96 I0:62AM P001 #07
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EAGFN TOWNSHIP
3795 Pilot Knob Road
St. Paul, Minnesota 55111
Telephone 454-5242
PERNIIT FOR WATER SERVICE CONNECTION
Date: June 4. 1968 Number: 9.L- S« 3
Billing Name: Site Addreae:
Owner:Rauenhorst Corn. silling Address.(pc.,4!~c
Plumber:Conaolidated Plbg. & Htg. Co.
Location of Connection Meter Size Connection Chg. ,
Meter No. Permit Fee
4 •,C3
Meter Reading Meter Dep.
Metez Sealed: Yes Add'1 Chg.
NO Total Chg.
Inspected by
Date
Building is a: Remarke:
Residence
Multiple Ho. Units
Commercial
Iadustrial gp;
Chief 7nspector
other G'ravel' Pit Weigh
Station
In consideration of the issue and delivery to me of the above permit, I
hereby agree to do tFe proposed caork in accordance with the rules and
regulations of Eagan Tozanship, Dakota County, Minnesota.
(
By:
Plea:ie notlfy the above office when ready for inspection and connection.
CITY OF EAGAN
SUBJECT: SPECIAL PERMIT
APPLICANT: LUNCfI KING (MARK MILLER) Z 0-,P'
IACATION: LO'P 3, BLOCK 2, EAGANDAI,E INDUSTRIAL PARK
EXISTING ZODTING: LIGHT INDUSTRIAL
DATE OF PUBLIC HEARIyG: OCTOBER 20, 1987
DATE OF REPORT: OCTOBER 14, 1987
REPORTED BY: pLANNIyG DEPARTMEDIT
APPLICATION: An application has been submitted by Lunch King for a
special permit to grant the placement of a Class 2 restaurant in a
light industrial area.
PLANNER COMMENTS: The subject parcel is located near the
intersection of Eagan Industrial Road and Eagandale Boulevard.
(Please refer to enclosed exhibit). A special permit is required
since Class 2 restaurants are not allowed in industrial zones
pursuant to the Eagan City code.
Lunch King is an on-site deli style lunch service, serving hot and
cold sandwiches, salads, soups and beverages along with coffee and
pastries. The facilities will include areas for dining and take-out
as well as delivery. The principal purpose for locating at this
site is to serve the Eagandale Business Campus which does not have
restaurant services within close proximity.
The applicant will be leasing approximately 1,000 square feet with
store front facing the main road. Ample parking appears to exist
for this facility.
If this special permit is approved, all other applicable City
ordinances shall apply.
Enclose Exhibit
SITE
1230 Eagan Ind. Rd. \ L
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AREA rz „ ~ ',s ~ 9 ~ ° or ~ .
6vALON AvENUE
SPERRY
LOCATION 21 °'"s'°"°` •'~3'
• 1 MNO 16 j
~ ~4.y4r 1) 14 utl~~O
MAP
~ o.;.. 10 µF"ite 3p ~75f 'o
5 ~ ?
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27 " J CARSON
2 .~i{ PIRiE
s $ ~ ~ ~ SCOTT
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IONE OAK NWD
9 22 •.x, .
201'
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118' C
1 20 ~
~ 20
FLOOR ~
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~58'-•I ~r ~ o
M - 126' a
N
cl) (V
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E
3795 PIIOT KNOB ROAD. P.O. BOX 21199 BEA BLOM9UIST
EAGAN. MINNESOTA 55121 Mw«
PHONE' (672) 454-8100 THOMAS EGAN
JAMES A SMITH
September 5, 1984 JERRVTHOMAS
THEODORE WACHTER
COU!'.CiIMEnbErS
THOMAS HEDGES
Qty Atlmirvsimtor
EUGENE VAN OVERBEKE
Cny Clerk
MR. TOM DAVIS
NORTHWESTERN MUTUAL LIFE INSURANCE
4940 VIKING DRIVE - SUITE 424
MPLS., MN 55435
RE: LOT 4, BLOCK 2- EAGANDALE CENTER INDUSTRIAL PARK
Dear Mr. Davis:
In response to your request as to what process would best accomodate
the splitting of Lot 4, Block 2 into two parcels would probably
be the Waiver of Plat. The reason Staff is suggesting this approach
is that presently Lot 4, Block 2 is a platted lot and splitting
this parcel into two pieces can be done with a very short legal
description. It is the City's understanding that the request to
split Lot 4, Block 2 is two fold. First, to accomodate the re-
location of the Williams Brothers Pipeline. This would then allow
the pipeline to run down a common lot line splitting two industrial
facilities. The westerly portion of Lot 4 would then be sold to
Lexington Standard, which would accomodate their future expansion.
The easterly portion of Lot 4 would then be added to Lot 3 to make
a more usable parcel for future building.
In review of all of the circumstances, in order to subdivide pro-
perty by either replatting or waiving the platting process, this
request to waive the plat makes the most sense. It is the most
cost efficient and expeditious way in order to split Lot 4 into
two parcels plus allowing the relocation of the Williams Brothers
gasline and also adding additional land to two existing lots.
Therefore, the Planning Department would in this case recommend
the Waiver of Plat over the platting process.
Sincerely,
~J, q'K~~
Dale C. Runkle
City Planner
DCR:jbd
THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY
a.o
i • Suite 1440
8400 Normandale Lake Boulevard ~jt)fthv~g p
gtem
' Bloomington, Minnesola 55437
Telephone: 612-921-2700 C..
REAL ESTATE INVESTMENT OFFICE
April 21, 1986
Ftr. Jim Sturm
Assistant Planner
City of Eagan
3830 Pilot Knob Road
Eagan, I•11J 55121
RE: Twin City MMC Building
Dear Jim:
As per your request, The Northwestern Mutual Life Insurance Company
will guarantee the payment of $20,000 for landscaping of the above
development on Lots 1, 2, 3 and part of 4, Lots 35 and 36, Block 2,
Ea9andale Center Industrial Park. This letter agreement is intended
to take the place of a landscaping bond or letter of credit.
If you have any questions, please contact me.
Yours very truly,
THE NORTHWESTERN MUTUAL
LIFE INSURANCE COMP NY -
~ i ~~,U~- ,0. avil
Thomas S. Davis
Assistant Manager
TSD:C
cui -Ine~se>~I /~P~;l a~ /9BG
PFFKoTrt L'oct.vTY
ELIZABETH A. WITT
V% NOTARY WBUO-MINNEHOTA
DAKOTA COUNT1f
My y Commbelon Explrw FO.10. K01
THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY•Milwaukee
r
-
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- - - llt~p - - - ~ - - -
- - -
2,`1 7.4''
~--b~.---~~-.
ow•
v _ I`w • °°f`~~
7 - ~?(00' ~ - - -
~
-
- -~-j- - - 'rr -
_ I fl
- -
.L s
~
- - - - - - 1°1 ~
- - - - - ~
- ~i ~ ~ -
- - --------C~' . ~~l-~ . . i
~.T_ ;
~
~ ~ ~
.._i i„ ;
~ L A _ ,j
-
r:
FJ i~ ~~-y_' ~tl
-'-J:
'i i`
~f L - ~ ~ SFO- ~ - -
-'------`-'--r~
L I, Z, 3, 41 3S, 3G ~ z
' =.~•~piJOAL.E G'T~' . ( IJ D
GRINNELL
HYDRAULIC DESIGN INFORMATION SHEET
, NAME\p}I(Il eTo MATLRlAI. MAhi4=-MGL DATE S'3G-R(0
LOCATION E/aGANLI MiNrJ ~
BUILDING SECOrvD FL-~eR SYSTEMNO.
CONTRACT NO. !~O ~DZ a2'
CONTRACTOR
CALCULATEDBY E~F2S~iERC'E2 DRAWINGNO. 2 dF 3
CONSTFUCTION: ?COMBUSTIBLE ~NON-COMBUSTIBLE CEILINGHEIGHT ~0 FT.
OCCUPANCY
I YV
APPROVINGP1.1rHOaiTIES nn21 FCtc" ~
JS~NFPA. 13: ? LT. HAZ. ORD. HAZ. GP. ? 2 ?3 ~ EX. HAZ.
MNFPA 237 ? NFPA 231C: FIGURE ; CURVE
? OTHER (Specify)
C7 OSPECIFIC RULING MADE BY ~ATF
N
~ AREA OF SPRINKLER OPERATION SYSTEM TYPE
ui DENSITY - ~ S WWET ? DRY ?DELUGE ?PRE•ACTION
} AREA PER SPRINKLER SPHINKLER OR NOZZLE q
~ HOSE ALLOWANCE GPM: INSIDE MAKE 419I1-jrIrL<- MODEL F- IsO
HOSE ALLOWANCE GPM: OUTSIDE 46z~jor_ gIZE 1~Z K•FACTOR RACK SPRINKLER ALLOWANCE TEMPERATURE RATING (09
CALCULATION GPMREQUIRED SrIS.Z PSIREQUIRED 55•3 JT2GEr
lsoaCnr~ocmioo~
i SUMMARY .~C" FACTOR USED: OVERHEAD ( ZO UNDERGROUND ~O
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
DATE & TIM E , RATE APACITY CAPACITY
a STATIC PSI / L AT PSI ELEVATION
0- RESIDUAL PSI 7 ELEVATION
N GPM FLOWING _341 WELL
m
W ELEVATION OOF FLOW G
~
Q
3
LOCATI O N
SOURCE OF INFORMATION
COMMODITY CLASS LOCATION
STOFAGE HEIGHT AREA AISLE WIDTH
W STORAGE METHOD: SOLID PILED PALLETIZED % RACK
C7
Q
p ? SINGLE ROW ?CONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED
y ?DOUBLEROW ?SLAVEPALLET ?SOLIDSHELVING ?NON-
Y ? MULTIPLE ROW ?OPEN ENCAPSULATED
F-
G
O Y
~ ¢ FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING
0 LONGITUDINAL_ TRANSVERSE FT. IN.
U
HORIZONTAL BARRIERS PROVIDED
GAINN ELl G4322-Rev. 4.77 PRINTED IN U S A.
GR]:I) I)IA(,1RAM
,lob titlr : ESECUNI) FLOUR
[XXX] - Node ru.imbar_: XXX - F'ipe rnamb.r-.rs
C 1] L 2]------ C C a]------- L'°s 1 C t, C 71
I 1 2 3 4 5 6 ;
7 14
cl ] ~ 91 E 101 ~ W E 121 C 131 ( 141
y io 31 12 13 ~
15 22
[115]-------E 16]------ [ 171 1cl]------ [ 191 20]--------~ 211
~ lE, 17 1;=: 19 20 21 ~
GJ 2!i
I I
~ I
[ 22]-------------------------------------------------- E E 241
~ 24 LS 1
27 29
i ~
r. 251 -------------------------------------------------------------E 261
~ 0_: ;
_;r.) 32
C~27]------------------------------------------------------------- C 201
~
~ 31
:as
C~:9]--------------------------------------------------------------C so]
I 34 I
3E, 38
[ 31]------------------------------------------------------------- C 327
~ 37 ~
41
[~:,:;7--------------------------------------------------------------- f. 347
42 44
r'351 ------------------------------------------------------------------E 361
~ na ~
p.s 47
[~',7]---------------------------------------------------------------------C 301
,
~ 46
4:-: so
39]-----------------------------...-------------------------------------------C no]
~
~
4=
51 53
[~:+17----------------------------------------------------------------------L 427
~ 52
I
:'~F_~
54
C n ) C 44:1
I
~ 55
~
~
,7 '
as] C 49] [ 4_:] E 471[ 461 (snuRcr) 60
58 1
so)-------------------------------------------------------------L
59
I °SPf;INI<LFR SY5TEM HYDRAUL'SC AhIALY5IE3
~
7nB 1'I1"LC: I 7OL3 TITLC_ SECOND FL.OOR
PI.PE UATA Wpl"ER SUPF'LY DATA
P]:PE N0. ~ NC!DE # C STATIC RESID. FLOW AVAIL_ TOT'AL
Enin I :;OURCL PRESS. PRESS. @ PRE`.:SS. @ DCMAhIII
NOUES i (F'SI) (PSI) (GF'M) (P`•iI) (GPM)
t
27 i 46 72 _ 0 67.0 3410.0 71 _ 8 575. 2
i
`I5
AGVREGATE FLOW ANALYSIS:
2= i
25
26 ~ TOTAL FLUW AT SOl11;CE 575.;
i "fOTAL_ H(1SE sTREAM ALLCIWANCE: AT ;OURCE 250.1
29 OTHER Ht1SE STREAM ALLOWANCES 0•1
24 j TOTAL DIEtC:HARGE F-ROM ACTIVE SF'fiIlUl<LERE3 325-'.
2r'.
30 ~ NODE ANALYSIS DATA
25 ; 27 NOI)E d# ELEVATION NODE TYPE PRESSURE DISCHARG
(FT) (PSI) (GPM)
31 ~ 2 7 1 23.0 - - - - 22.9 - - -
28 i 2 25.0 K= 5_60 13_1 20.2
25: 0 I<= 5.60 12. 2- 19.6
32 4 25.0 I<= 5.60 12_1 19.5
26 i 5 25_0 K= 5.60 12_3 19.E.
28 ~ t. ~'S.0 I<= S.E~O 13_2 20.4
7 23.0 - - - 22•4 _
33 ~ 8 <^3 . 0 - - - - 23.0 - - -
27 i a 25.0 K= S.E;O 13.1 20.3
; 10 25_0 K= 5.60 12.3 ly-r,
11 :5.0 K= 5.60 12.2 19.5
34 12 25.0 K= S.F6O 12.3 19-6,
29 - 13 25_0 K= 5_60 13_3 20.4
- -
30 14 . 20.0 - - - - 23.0
i - - -
j ._',i _ 0 - - - - 23.2
36 1 16. 25.0 K= S.f~O 1.:~_: '.211.4
28 17 25.0 I<= 5_ E;0 12.4 19.7
30 I 1_; 25_0 1:= 5.60 12.3 1'::+:7
~'J.O K- 5.t~O ].~~_5 1~~,-:
56 ; 20 2$.0 K= 5.60 13.5 '.?O.S
21 23_0 - - - - ' 23.3 - -
,:il 22 23.Cl - - - - '.?.i_R - - -
2-3 25_0 K= 5_60 21.9 26_2
37 24 23.0 - - - 23.9 -
:il 25 23 _ 0 - - - 24.5 - -
'
32 - - - - 24.7 - - -
' ;.'r". 23.(:]
-
27 23_0 - - - - :'S_L -
38 25 23_0 - - - - 25_4 - - -
SO 29 23.0 - - - - 30.4 - - -
32 3Cl 23 _ Cl - - - - 26_ 2 -
3.0 - - - - 31.2 - - -
31 •
31i) 32 23.C1 - - - - 26.9 - - -
31 33 23. 0 - - - - 32_ -
-
3:; 34 23. Cl - - - 27.4
SPRINKLER ;;YS"fEM HYI)RAULTC: ANALYSTS r_JtiCi TITLE: SEOnNp FLOUk
PIPE i)ATA (corit.'d)
f'7PE N0. Q(GPM) i.)IA(IN) LENG7'H F'kESS.
FNU ELEV_ NOZ. PT I)TSC. VEL(FPS) HW(C:) (rT) SUM.
NOI]ES (FT) (1:) (F'SI) (GPM) F.L./FT (PESI)
40 15.8 1.380 F'L 178.0 PF 4.6
33 23 _ 0 0.0 32.1 0.0 3.4 120 FL 30 _ 0 PE 0_ 0
34 23.(] 0.0 27.4 0.0 0.022 TL 200.0 PV 0_1
41 -141.4 2_630 PL 10.0 F'F 0_6
32 23_0 0_0 26.9 0_0 8.4 120 FL. Cl.ll P[ O.f:l
34 23_0 0.0 27.4 0_0 0_055 TL 10_0 FV 0.5
42 • -199.5 2.650 PL 9.5 PF 1.0
33 23_0 0_0 52.1 0_0 11.8 120 FL 0_0 F'E O.C)
35 23 .0 0_0 33_0 O.U 0_104 l"L 9.5 PV 0_9
413 14.4 1.380 PL 143.0 PF 3.0
35 23_0 0_0 33_0 0.0 3.1 120 FL 18.0 PE 0_0
36 20.0 0.0 30_0 0.0 0_019 TL 161.0 PV 0.1
44 -125. 6 2.630 PL 47.0 PF 2.6
34 23.0 0.0 27.4 0.0 7.4 120 FL 12.0 PE 0.0
35 23.0 0_0 30.0 0_0 0_044 TL 59.0 PV 0_4
45 -213.9 2.630 PL 10.0 F'F 1_2
35 23.0 0.0 33.0 0.0 12.6 120 FL 0.0 PE 0_0
37 23.0 0.0 34_2 0.0 0.119 TL 10_0 PV 1_1
46 16.4 1.380 PL 143.0 PF 3.;=;
37 23_0 0.0 34.2 0.0 3.5 120 FL 18.0 PE 0.0
36 23_0 0_0 30.4 0.0 0.024 TL 161.0 PV 0.1
47 -111_2 2.630 PL 10_0 PF 0.4
36 23.0 4_0 30_0 0.0 6_6 120 FL 0_0 PE 0.0
3B 23.0 0.0 30.4 0.0 O.O3 °i TL 10.0 PV 0.3
48 -230.4 2_630 PL 10.0 FF 1.4
37 23_0 0.0 34.2 0.0 13.6 120 FL 0_0 PE 0.0
-59 27).0 0_f.l 35.6. 0.0 0.136 TL 10_0 f'V 1_2
49 18_0 1_380 PL 143.0 PF 4_9
39 23_ 0 0.0 35.6 0.0 4_ 0 120 FL 18.0 PE 0.0
40 27.0 0_0 30_7 O.CI 0.0:>1 TL 161_0 F'V 0_1
50 -94 _ 7 2.630 f-'L 10.0 f'F 0.3
38 23.0 0.0 30.4 0.0 5.6 120 FL 0.0 PE 0.0
40 23.0 0.0 30.7 O.CI 0_026 l"L 10 _0 FV 0_2
51 -24 S+. 2 2_ E,3O PL 10.0 PF 1_ E,
>S+ 27).Cl a.o 35_6, (1.O 14.7 120 FL 0.0 PE 0.0
41 23.11 0.0 37_2 0.0 G_157 TL 10_0 f'V 1.5
52 20.5 1_320 Pl._ 147.0 PF 6_3
41 <^3 . 0 0_ 0 :;7_<' 0. 0 4.4 120 FL 30 _ 0 PE 0. 0
42 23.0 U.f:l 1:30.=l 0.0 0_036 1"L 177.0 P'V Cl.l
SPFtINKLER SYS-fEM HYDkAULIC: ANALYSI.S Pacle 7
JOB 7ITI_E: `.3ECONI? FLOOfl
PTPE UATA (cont.'d)
PIF'E NCt. f_1(GF'M) DIMIN) LENGT'H F'F;ESS.
END ELEV. NOZ. PT DTSC. VEL(FPS) HW(C:) (FT) SUM_
NOI.)ES (FT) (K) (PSI) (GF'M) F_L./FT (PSI)
53 -75. 9 2_ 6-30 PL ] 0_ CI PF 0. 2
40 23.0 0_0 30.7 0.0 4.5 1E0 FL 0.0 PE 0.0
42 23.0 0_0 30_8 0.C) 0.017 TL 10_0 PV 0.1
54 -269. 7 2_ r,:i0 PL 10 _ 0 PF 1.8
41 23.C1 0.0 37_2 0_0 15.9 120 FL 0_0 PC 0_0
43 23_0 C)_0 39.0 0_0 0_102 TL lO.CI PV 1.7
S5 24..6 1.380 PL 14.°>.0 PF S.1
43 2 -35 .0 0.0 39.0 0.0 5.3 120 FL 10 _0 PE 0_C1
44 0-3.0 0.0 30.9 0-0 0.050 TL 161.0 PV 0.2
rr, -55 . 4 2.630 PL 10.0 PF 0_ 1
42 23.0 0_0 3C).8 0.0 3.3 120 FL 0.0 PE 0.0
44 23_0 0.0 30.9 0.0 0.010 TL 10.C1 PV 0.1
57 -294.3 2.6-30 PL 8.0 FF 4_3
43 23.0 0.0 39.C) Cl_0 17_4 1:'0 FL 12_0 PE 0_0
45 23.0 0. 0 43.3 0. C1 0.214 TL 20 _ 0 PV 2.0
58 30 2.630 PL 2.0 F'F 0.0
45 23.0 0.0 43.3 0.0 1_8, 120 FL 12_0 PE 0.0
50 23 .0 0_0 43.2 0_0 0_1103 TL 14_0 PV 0.0
59 30. 8 1.3-I0 PL 143.0 PF 12.3
50 23.0 0_0 43.2 0.0 r_.E120 FL 18_0 PE 0.0
51 23.0 C1.0 31.0 0.0 0.076 TL 16,1.0 PV 0.
60 -30. 8 2. f.30 PL 1.0. 0 PF 0.0
44 23.0 0_0 O.a 0.0 1_8 1~'0 FL O.CI PE 0_0
51 23_0 C)_Cl -:)1.0 U.CI 0.003 TL 10_0 PV 0.0
r1 -325.1 4.2r`,0 PL 2'.i.0 PF 1.7
45 23.0 0.0 43 C1.0 7_3 120 FL 42.0 PE 10.0
49 0.0 0.0 55.0 C1.0 CI.025 TL 71.0 f-'V 0.4
62 .250 PL 1_ ll PF' 0. 1
49 0. 0 0. 0 55.C) p_ fl . Q 1.20 FL 104 . 0 PC 0_ 0
48 0_0 0.0 55_1 0.0 Cl_C101 TL 105.0 F'V (:l_U
r,,, -325.1 G.51d P'L 50_0 P(= 0_1
4; ; 0_ 0 Cl _ 0 S:i _ 1 O. Cl 1._': 1 40 r- t_ 5 2 . o PE 0.0
47 0.0 0.0 55.2 0.0 0_001 TL 102.0 PV 11.0
64 -325 _ 2 8 _ 510 PL 2~;0 . 0 PF 0_ 2
47 0_0 p_D 55.2 (.]_C] i. inp F=1_ 79_0 PE Il.l)
4E~ 11 .0 SRCE 55 (N/I+) 0_001 "(L 269 _0 F'V CI_0
3PRINKLER 3Y:31"E=M HYDI;AULIC ANALY:.=SI£s P+n~~e c
,iUG TITLC: SC.-=COIVC7 FLOUR
NOT EcS c
(1) l;cilCUlailOflF• WE'1'P F>Bt"f'OYRiF?d by t.riQ H/a.iS 3_ i computer program
under licene:e no_ 4C1324C: granted by
1-IRS Syst.e.m;., Inc.
2193 Ranchwood Dr., hl. E.
Atlarit8, Geor'gi8 30545
(2) The system has beeri btilahc:rd to Pt'ovlde an avertige
imbalance nt each riode af 0.007 opm and a maximum
imbalanre at ariy node of 0.559 C1pm.
(3) VE`IOClt.y pYE`sSUF`BE; aYP printed for- information Ofily, C7fid clY'B
not used in balanr.iny the _=.y::tem_ Maximum wat.er vclor..ity in
any pipe is 17.4 f't./sec.
(4) a. Syst.em remot.e arca HAS bF>en proven or 'PeriL:cd'.
t). Minimum Pressure at any sprinkler• 12_119 psi
c_ Minimum pre:sure with remote arc.a =hifted
one spr'irikler spaCe towt7rd ne:•ar croSS main- 12_156 p<_;i
d. Minimum pre=_:sur•e witFi remote arca shifte(J
nne sprink].er spBCe toward feir cross mairi_ 12_235 psi
SPRINKI_CR SYSTCM HYDRAULTG ANALYSIS Pa9e 9
JOB TITLE: SLCOND FLOOR
WATER SUPPLY CURVE
120+
~
110+
100+
.a0+
P 80+
R i
E i
S 4\o\\\\\\\\\
s 70+
U ~ 67 Ps1 @ 3410 9Pm-) ~
R ~ Flaw Test Point.
E ~
t, O+
( I
P ; X
5 ;
I 50+
3 I
~
4o+
~
3n+
20+ LEGEIJCI "
„
I X= Required W:itnr SupplY "
i 55 _ 3c PS.1 (g 575 _ 2 9PIf1 .
1 D+
~ 0- AVallable Water SuPpI.y .I 71.81 Psi @ 575.2 9pm
____+_____}______+________}________-i----------
800 1200 1600 2000 2400 20,00 3200 3600 4000
r-Low (GPM)
GRINNELL G~. '
HYDRAULIC DESIGNINFORMATION SHEET
NAME~Ailnl 17Y MATFPtRL I `PcNR eFJV\EDATE
LOCATION Ca 4-A.0
BUILDING FSYSTEM NO.
.
CONTRACTOR CONTRACTNO.~n-~~oEO AIL
CALCULATED BY E 13~~ S R E12C-~~ _ DRAWING NO. I O F 3
CONSTRUCTION: OCOMBUSTIBLE ~tNON-COMBUSTIBLE CEILINGHEIGHT ( 2-6 FT.
OCCUPANCY
APPROVINGPU7HORITIES MERlCAI.L l5K ~T`~
~5NFPA. 13: ?LT. HAZ. ORD. HAZ. GP. 1 ?2 ?3 O EX. HAZ.
MNFPA 231 ONFPA231C: FIGURE ; CURVE
Z QOTHER(Specity)
C7 ~SPECIFIC RULING MADE BY DATE
N
W
~ AREA OF SPRINKLER OPERA710N 2 mn SYSTEM TYPE
~ DENSITY o I S (WET ? DRY ?DELUGE ?PRE-ACTION
y AFEA PER SPRINKLER ~E~ SPRINKLER OR NOZZLE
y HOSE ALLOWANCE GPM: INSIDE MAKE(3'1{1n(ti/ELL MODEL ~(C14~
HOSE ALLOWANCE G PM: OUTSIDE 0 SIZE_ YZ K-FACTOR S.Cn
RACK SPRINKLER ALLOWANGE TEMPERATURE RATING (l c;'
CALCULATION GPM REQUIRED S O. 'L PSI REQUIRED LL2 57p~GT -
~5peulylocallonl
SUMMAFiY "C" FACTOR USED: OVERHEAD 21~ UNDERGROUND
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
DATE & TIME RATED CA CITY CAPACIT -
~
a STATIC P51 ~ AT PSI ELEVATION
j RESIDUAL PSI ~I ELEVATION \
~ GPM FLOWING ~ ~ WELL
W ELEVATION P OF FLOW
~ G~
¢
3
LO CATI O N
SOURCE OF INFORMATION
COM MO DfTY CLASS IOCATION
STORAGE HEIGHT AREA AISLE WIDTH
W STORAGE METHOD: SOLID PILED % PALLETIZED % RACK
C7
Q
p ? SINGLE ROW ?CONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED
y QDOUBLEROW ?SLAVEPALLET ?SOLIDSHELVING ?NON-
? MULTIPLE ROW ?OPEN ENCAPSULATED
~
O
O Y
FLUE SPACINCa IN INCHES CLEARANCE FROM TOP OF STORAGETO CEILING
0 LONGITUDINAL_ TRANSVERSE FT. IN.
U
HORIZONTAL BARRIERS PROVIDED
GRINNELLG<72PRev a]]PRINTEDINUSA.
GRINNELL
CONTRACT N0.36o-3&Io4&Z A-L SHEET NO? OF_
NAME DATE
LOCATION FIRST 'FL-ooR -
NOZZLE FLOW PIPE FITTING PIPE EOUIV. FRICTION RECOUIRED HYD.
TYPE & I IN SIZE 9 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES
LOCATION G•P•M. EVICES P.S.I./FT O
Q o PT I_t 130 1~
TOT• 15.0 'pO(O PE
5
Q LGTH. PT 1"Z.'Z 4 19.
TG. PF ~ `ip-
Q T. PE 5. 6°
~ FTG. PF - -
~ - - GTH. PT 12.
~ Q TG. o3S PF .3
a r9.5 0~- T. to.o - E
GTH. Pr e .
Y TG. Z PF . 7- 2
Q3q, ( 4' T. o.o PE
1020. (o H. PT l .
FTG. Z4- PF .2
Qsq,B ( Z OT. 10.0 `1 PE
aZI.S TH. P7
Q81 3 2 T .a64- PF
OT. lo.o PE
a2Z o GTH- PT 5.
Q103.5 2 OTG. T. I o.o .1 PE s.
14•
~ 23. GTH. Z.o PT
5.~
- o FTG. o. PF ~~.9
0f2~2 T T. 2.0 ( PE 23.a
f-z 3
0 -fW ~~HPF.Z K=~~-
0 21o 3 TOT 3.0 •olS PE '29.3.
~ K~J~' 6~.
Q Z •°,rvz FLGT TGH 8 PF t .8 Q~
3
QzS3,3 3 TOT. 13.o oS PE z'7• o
L TH. T Q=Kfp
0 67°~ FTG. ,Oc~8 PF 2. l9.r7
/9 S
0340,3 3 TOT. ZS.o P •o
FTG. F ~
ET LGTH. Pr Z
TOT. P E
0.3
TH PF ~ ~ Z14
TOT. PE
TH•
FTG- PF
0 TOT. PE
a 6TH. PT
FTG. PF
Q TOT. PE
o LG H. PT
FTG. PF
0 TOT. PE
p LGTH. PT
FTG PF
0 70T. P
PT
F-4321 PRIN?ED IN U.S.A.
CONTRACT N0.3.'3. io~ AOL GRINNELL SHEET NO 3 OF_
NAME DATE
LOCATION F, RST ~7L-ooR
NOZZLE FLOW PIPE FITTING PIPE EOUIV. FRICTION REOUIREO HYD.
TYPE 9 IN SIZE 8 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES
LOCATION G.P.M. DEVICES P.5.1./FT Q
FTG. IS-
S l~(4 TOT. o o _035 pE 2 3
Qr9.7 LGTH. PT Z.
Q Z(~[~- TT. 10.0 PE .'2
Q.ZO 60 GTH. 7 I
TG. PF Z
QS`l.g (2 T. -lZQ- PE
Qz1 S GTH. o. o PT l .
3 2 =2o TT. 20 .5 PE 2. 3
p GTH. PT _ c~ 3
Q TG. PF ~P ~,~-.7 1
OT. PE ~9.
Q H. P r
~ FTG. PF
OT. PE
p TH. PT
Q T • PF
OT. P
a GTH. PT
Q
TG• PF
OT. PE
p GTH. PT
FTG. PF
Q
T T• PE
p 1.6T H. T
FTG. PP
Q TOT PE
p LGTH. P7
FTG• PF
Q TOT• P E -
p L TH. T
FTG. PF
0 TOT• P
p LGTH• Pr
FTG. F
Q TOT. PE
p TH PT
FT . PF
0 TOT• PE
p TH• P
FTG. PF
0 TOT• PE
o GTH. PT
FTG• PF
Q TOT• PE
p LG H. PT
FTG~ PF
0 TOT. PE
p L6TH. PT
~ FTG PF
70T. P
Pr
F-4321 PRINTED IN U.S.A.
GRID D'lAG;IZAM
J'ob title: RE
f.XXX] - Node rnamber:. XXX - Pipe numbrr s
[ 11------ C 2]------ C C 47------ C s] C 6]------ L 71
; i 2 n e~ r, ;
7 ia
E ' 81 r. 91 r. 101 E IA r 123 r_ 131 r 141
; 1-1 9 io ii 12 13 ~
is 21
[~157----------------- C lr,a ~ 171 ------c 12]------ E 191 ------E 201
I 16 17 19 20 ;
^2 24
f~2i]------------------------------------------------------------- L 221
~
~ 2:> ~
2 5 27
[~23]------------------------------------------------------------- E 241
~
i 26 ~
2:: 30
[ 25]---------------------------------------------------------------[ 261
i
i 29
31 .i :3
[ ~ 271 E :'S~
~
~ 3'..' ~
34 ;ar`,
[ 2"01 -----------------------------------------------------------------c 301
~
3.~ ~ ~
37 'J9
[ ~ 317 L 321
40 42
['33]----------------------------------°----------------------------------------------F 341
; 41 I
A> 45
[35]-----------------°-------.__...----°---._.._...--------------.._..---......----°---------------------E 361
'
~ 44 ~
46 hE:
[1.i71 381
i 47 i
4'=+ .5.1
391 E 401
i 50 ~
52 54
f i. ] i: 4'21
~
j JJ I
JF) :J7
[~4=>]------------------------ 441
60
[1451 -------------------------------------------------------------C 461
5'=+ ,
[ so] C49] C a;;] C 471 (sour:cE) 11~
.;FRINI<LER `3Y<STEhI NYI.)RAl.1L]:C: ANA,t_Y:STS F'age 1.
TW'TN CITY -FTI;ST I-LC
;TOB TI7LF: EiE
WATER .UF'PLY I.)A7A
NODE #@ 8TATIC RESID_ FL_OW AVAIL. TOTAL REWD
SOURCE PREL75. PRESS. oi I'RES.`-S. [)EMAND PRE'3S.
(F'SiI) (PSI) (GFM) (PSI) (GPM) (PSI)
47 ?'.'.C) 67_0 5410_0 71_8 590_2 67.2
AGU'REUATE FLOW ANALYS]:S:
1°UTAL FLUW AT SOURCE 590.2 GI'M
TIiTAL HOSE STREAM ALLOWAhdCE AT SOURCE 250.0 GPM
iiTHER HOSE ::STRLAM ALLOWANCE'S f:l.C) GPM
TUTAL DISCHARGE FROM ACTIVE SPRINKLERS 340.2 GPM
NODE ANALYSIS DATA
NODE d# ELEVATION NODE TYF'E PRE°tBURE DISCFiARGE
(FT) (PE3I) (GPM)
10.5 1C=72J0 21.9 340.3
2 11.0 - - - - 29.3 - - -
- - -
:i 11 . Cl - - - - 31.9
4 11.0 - - - - 34.5 - - -
5 11 _ 0 - - - - 37.1 - - -
6 11_0 - - - - 39.6 - -
7 10.5 - - - - 47.4 - - -
= 10_5 - - - - 26.9 - - -
11_0 - - - - 32_5 - - -
10 11.0 - - - - 34.4 - -
11 11.0 - - - - 36.4 - - -
1:' 11 _ C) - - - - 3;cI . 3 - -
1.3 11_0 - - - - 40.3 - - -
14 10 _ 5 - 47.4 -
15 10.5 - - - - 27.5 - - -
1r, 11.CI - - - - 33.2 - - -
17 11.0 - - - - 35.2 - -
1. R 11.0 - - 37.2 - -
19 11.0 - - - :;q , 20 10.5 - - - - 47.5
- -
21 10_5 - - - - 29.3 - -
22 10_5 - - - 47_7 - -
25 1 U . 5 - :i 0 _ 7 - -
24 10.8 - - - - 47_'a - - -
:'°i 10.5 - - - - 32_ 2 -
2r', 10_5 - - - - 48.3 - - -
?i' 10. 5 - - - - - - -
25 10_: - - - - 48.6 - -
10. i - - - 33.9 - - -
30 10 _ 5 - - - 49_ 1 -
- -
31 10.5 - - 14.6 - -
02 10. .''i - 49.7 _
:::i ]O.;.i - - - 36.= -
3,'I 10 _S - - 5f:)_n
SPt21NKLCR .iYS'I"G.M fIYDRAUI_I:C: /aNEaLYS1S Pcige? :
JpB TITLE: L3E
h,lul)F ANALYSIS UATA (cont.'d)
hIOIIE #I ELEVATION NODE TYPE f'RE'3SU(;E I?SSCHARt3E
(FT) (PrT) (GPM)
35 10.5 - - - - 37_2 - - -
36 10_5 - - - - 51.2 - - -
37 10.5 - - - - 37_5 - - -
'iF 10_S - - - - `i:?.r- -
10_5 - - - - 37.7 - -
40 10_5 - - - - 54.5 - - -
41 10.5 - - - - :i? _'a - -
42 10_5 - - - - 56..'.i - - -
43 10_5 - - - - .0 - - -
44 10 . 5 - - - - 5.8 ~ . 4 - - -
45 10.5 - - - - 31R.0 - - -
[i.r'1 10_5 - - - - r.0.:> - - -
47 0. 0 SUURCE 67 _ a' 340. 2
[F:=~ 0_0 - - - - 67.0 - - -
4? 0.(D - - - - 67.0 - - -
50 0. CI - - - - 66.9
- -
SPRI:NI:LEl3 :tYfSTLM HYGkAULIC AhIALY`.=SIS I'age :i
,-fOB 'I'71LL: BE
PII'E ])ATA
PTPF Np_ O(GF'M) I.)7A!IN) L[=hIG7Fi Pf;EC3Et_
FNCI ELEV. NuZ_ f-T DI:cs(::. VEL(f=f'S) HW((::) (FT) Esl_IM_
hIODES (FT) (K) (P£7I) (GPM) F.L,/FT (F':SI)
1 -25_2 1.I:750 F'L 46.5 Pf= 7.E.
1 10.5 72.7 21_9 340.3 9.0 120 FL 12_0 PE 0_2
2 11_0 0.0 29_3 CI.O 0.198 TL 33.5 f-'V (].6
-25_:' 7.050 PL 13_0 PF 2.E,
2 11.0 0.0 29_s u_o 120 FL p.!) PC 0_0
3 11.0 0.0 31_9 C1.0 0_198 TL 13_0 f-V O.b
;a -25.2 1_ C750 PL 15_ 0 PF 2.6
ll.Cl 0.0 i1_'=+ 0.0 9_3 l'ZO FL 0.0 PE O.C)
4 11. 0 0. Cl 34.5 0. 0 0. 190 TL 13 _ 0 PV 0.6
4 -25_2 l._GSO PL 13_0 F'F 2.E.
11 11.0 0_0 34.5 0.0 9_3 120 FL 0.t7 f'C 0.0
5 11.0 0. 0 37. 1 Cl . 0 0. 19R TL 13. PV 0.6
5 -25.2 1.050 PL 13_ 0 PF r,
5 11.0 0. C) 37.1. 0_ 0 9.'5 120 FL U. U PE Cl . 0
r, 11 _ 0 0.0 :i'.=+ _ r'. 0_ D Cl . 198 TL 13 PV C) _ r.
6 -25 . 2 1.050 NL 2o.0 PF 7_ 5
b 11.0 0_0 59_6 0.0 9_5 120 FL 12_0 PE (]_2
7 10.5 0_0 47_4 0_0 0_1'=+c' TL 3=I_0 F'V O.r;
7 -3l.°i.l 2.630 PL 20.5 PF 5.0
1 10.5 72.7 M'=+ 340.3 10_6 120 FL 0_0 PE 0.0
= 1U.5 O.C] 26.? 0_0 0.'<'4.> TL 20.5 PV 2.3
-21_7 1.050 PL 26_5 PF 5.0
= 10.5 (].0 26.9 0.0 1131.0 120 1=L 12.0 PE CI.2
9 11.0 0.0 32_5 0.0 0.150 TL 38 _5 f'V 0.4
'a -21.7 1.050 PL 13.1:1 PF ':'.D
9 11.0 0.0 .,2_5 0.0 6.0 120 FL 0.0 PE 0.0
lll 1I.0 0.0 54.4 O.Ct C).1.50 TL 13.0 PV 0.4.
7(] --21_7 1_050 PL 13.0 FP 2_Cl
10 11.6 0.0 34_4 0.0 B_0 120 FL 0.0 PE 0.0
11 11.0 0_0 36.4 0.0 0.150 TL. 13.0 PV 0_n
ii -21.7 1.050 Pi__ 13.0 Pr- ;-.o
1] 11_0 0.0 36_4 0_0 3_0 120 FL 0_U PE 0_0
12 11.0 O.CI j=;.S 0.0 I.1,150 "fL 1S.U PV (_!./I
l:'_ -21_ 7 1.050 PL 13.0 f'f- 2.0
12 11.0 0_0 38_3 (;l.p B_0 110 FL 0.0 PE 0_0
13 11__0 0.0 40.3 0_0 0.I50 -('L 13.0 f'V 0_4
1:i -21.7 1,050 F'L 31_0 F'1= 6_'.=+
I:i 11.0 0_0 LI-ll.5 U.U J_C.) 120 FL_ 15.0 PE 0 _2
14 10.5 0.0 47.4 f"].U 0.150 fL 46.0 PV 0.4
:;PHINICLLI; SY^T'I:M HYDRd3Ul_I'C ANALY:s:l.S I'aqE:r 4
,lOB TIT'L_C:: BC
PIF'E UATA (r.:ant'd)
PI:PE NO_ G(GPM) D'IA(IN) LENGTH PRESS.
CND ELEV. N[]Z_ PT DTSC_ VLL(1=P`3) HW(C:) (=T) sUM_
NU!)ES (FT) (I<) (('SI) (Gf-'hl) F.L./FT (PJI:)
14 -25. 2 2.630 PL 8-0 PI= 0.0
7 10.5 0_0 47_4 0_0 1.5 120 FL 0.0 PE 0.0
14 10.5 0.0 47.4 0.0 0.O(:1;' lL H.0 F'V 0_0
15 -293 . 4 2.670 f'L 5.0 Pf- 0.6
0 10.5 0.0 26 0.0 17 120 FL 0.0 PE 0.0
15 10.5 0.0 27.5 0.0 0.21.3 TL 5.0 PV 2_0
lt, --21.9 1.050 F'L W_5 Pr 5.9
15 117.5 0.0 27.5 0_0 8.1 110 1=L 72.0 f-''C 0_2
16 11.0 0.0 33_2 0.0 0.153 1'L 08.5 F'V 0.4
17 -21.9 1_1150 PL 13_0 PF 2_0
16 11.0 O.CI 33.2 0.0 8.1 120 FL 0.0 PC O.CI
17 11.0 0_0 55_2 0.0 Cl.133 TL 13.0 PV 0.4
lcl -21.9 1_050 I'L 13.0 PF 2_0
17 11.0 O.CI 35.2 0_0 0.1 120 FL 0.0 PE 0_0
18 11.0 0.0 37.2 0_0 0.153 'I'L 13.0 PV 0_4
19 -21.9 ].OSO F'L 13.0 PF 2_0
lt; 11.C1 0_0 33 7.2 0.0 ;D _1 120 FL O.CI PE C1.0
1'? 11_0 C).0 39_:=3 0_U 0 _153 7L 13_0 PV 0.4
20 -21 . 9 1.050 PL 38.0 Pr- 0.1
19 11.0 0.0 39.2 0_0 8.1 120 FL 75.0 PE 0.2
20 10_5 0_0 47.5 0.0 0_153 -fL 53.0 PV 0_4
27. -46.9 2_630 PL 10_5 PF 0.1
14 10.5 0.0 47_ 4 0_ C1 2.8 120 1= L 0.0 PE 0_ CI
20 ].p.S 0_0 47.5 O.CI O.OI']7 TL. 10_°, PV O.l
•-~L~ • ~>l.r ~ `~.r~_iCl 1- ~L Pr 1
_
15 10.5 f_1.C1 :27_5 0.0 16 _0 120 FL 0.0 PE O.IJ
21 10.5 Cl.p 29_3 0_0 0.1?~4 TL '~~51 PV 1J
25 -20_9 1.050 PL 103.5 I'r 1a.4
21 10.:5 I:1.0 29.3 0.0 7.8 120 f=L 27.0 PE 0.0
22 100 O.CI 47J 0_0 0.141 -fL 130.5 f'V 0.4
;'p -65_ 1? 2.630 1-'L 12.5 PI= 0 _
20 30_5 U_Cl 47.5 0.0 4_1 120 I"L 0.0 F'F 0_0
22 10.5 0.0 47.7 0_0 0_015 lL 12_5 PV 0_1
25 -250. t5 2_ u;:00 f'L 9.0 f'f-- 1.4
21 10.:5 0_0 .""'-:i (_l.C) 74_6 120 FL 0_0 PE (:1.0
23 10_5 O_O 30_7 0_0 0_159 T'L.. 9_0 C'V 10
2r-, -;?0. 1 1.050 F'L 104.5 f'r 17.2
;_'S 10_5 0.0 30_7 t:l.(:l 7.5 320 1=L 27_U P'E (_l_f_)
24 10.5 [ J_ U 47_q 0. C] 0.111 1 I_ 131.5 P V U_/I
c;PRINKLER SYC;7'CM MIYDRAUL.1-C AhIAL.Y:tI:s f'age 5
7OR TITLE: BE
PIF°E [)ATA icant'd)
PIPE NO. QiGl'M) DIA(lhl) LEN6TH F'f'tE_SE?_
END ELEV. NUZ_ PT plSr_,_ vEL(FP5) HW((:) (FT) SUM.
NODES (FT) (K) (PSI) (U'f-'M) F.L./FT (PSI)
27 -="9.7 ^_.r,:iCl PL 10_0 PF 0_2
22 10.5 0.0 47_7 0.0 °i.:S 120 F"L O.CI f-'E l"l.Ct
24 10.5 0_0 47.9 (.l_t) 0_0'c'4 TL 10_0 PV 0_'.?
-2:i0.5 2.630 PL 11.0 F'F 1_5
',?3 10.5 0.0 30 _7 O.C) 13.6, 1;•'0 FL 0.0 PE C).0
25 10. 5 0. 0 :32 _ 2 Cl. 0 0. 1,-)E. TL 1 1_ 0 PV 1.2
29 4 1_O50 PL 103.5 PF 16_0
25 ]0.5 0.0 32_2 0_0 7.2 120 FL 27_0 PE 0.0
26 10.5 0.0 4R.3 O.CI 0_123 TL 130.5 PV 0_3
00 -1.Cly. _I 2_t:-:30 PL 10.0 F'F Cl_'J
24 10.5 0.0 47_O.C) h_S 120 FL O.C) PE 0_0
26. 10_5 0.0 4c~_3 0.0 0_035 TL ]0.0 PV 0_:>
31 -211.0 2 _630 PL 6_0 PF 0.7
25 10.5 0.0 32.2 Cl_0 12.5 120 FL C).CI PE 0_0
27 10.5 0_0 32.9 0_0 O.llr'. TL ~".O PV 1_0
32 9_]. _ 050 PL 105.5 F'F 15.7
27 10.5 0.0 32.9 0.0 7_1 1220 FL 27_0 PE 0.0
28 io.s o_o 4:: .6, 0.0 o.1i9 rL 1s2 _s r-v o..;
SS -129.3 2.630 FL 8.0 PF 0_4
;_>r, 10.5 0.0 4-8 _3 O.tl 7.6 120 1=L 0.0 PE 0.0
1G_5 0.0 Ac~_E. 0.0 0.047 TL 'c~_0 f'V 0.4
>ti -1'?2. 0 _ 630 PL 10. 0 F'F . 0
27 10_5 0.0 .:>1-D .9 0_0 11.3 120 FL 0 .0 PE 0.0
29 10_5 0_C1 1-53 _'p 0.0 0_0'=i7 TL lCl.O PV 0.'=+
35 -19 _0 1.050 PL 102.5 P17 1.5_2
10.5 C1.0 .~3.9 C1.0 7_C) 120 F'L 27.O F'E 0_0
30 10 _ S _ U 49_ 1 0. 0 l'] ..117 TL 129 . 5 PV 0. 3
=iE. 3 630 I''L 7_ i F'F' 0. 5
210_5 0.0 4_~_f. 0.0 O.c 120 1=L 0_0 PE 0.0
;,0 10.5 0.0 49.1 0_CI 0_IJr_p "fl_ 7_5 PV C1.5
37 -17=i.0 2.630 PL 9 _5 PF 0_8
10 . 5 CI _ 0 .'i3 _0. 0 10 1.20 F L C1. 0 PC Cl _ 0
::il 10.5 0_0 34_6, 1'_l.Cl ll.Cl;?t] Tl_ 9.5 PV Cl_7
3:-: --19.5 1.D30 PL ].00_ i f-'f-' 15_fl
31 10_5 0.0 34.6 (1_0 7.2 120 1=L 21 _0 FE 0.0
7;2 10_5 0_CI 4'=+_7 p.0 0.124 'fl_ 121_5 PV 0_4
-.1f~7.;i 2.E.30 PL 7_5 PF O.r',
:,l'1 10_5 0-0 p'.~.]. O.f.i 12C1 FL 0.0 PF 0.0
10..'i 0. ;4'.='+_7 C1.0 (1_(li5 fL 7. i PV 0.7
SPR:I'NKLER SYLSTEM !-iYI)R/1ULIC ANAL.YS]'S Pct.r.1E' 7
JOB TI'fLE: BE
P]:PE DATA (cont'd)
PTF'F NU_ Q(GF'M) I)lA(IN) LE.hIGT'H PkESti.
L=hdD ELEV_ NOZ. Pl' I)TSC_ VEL(FPE;) HW(C:) (PT) sUM.
hlOi)ES (FT) (I:) (PSI) (GPM) F.L_/FT (P:>I)
' 1.050 PL 5 1='F 18.3
~
41 ].O.;i 0_0 37.9 (:1.0 @.6 120 FL 18_0 PE 0.0
4/2 10.5 0.0 56.3 C)_f) 0.172 lL 106_5 f'V II_5
54 -268.3 2. 630 PL 10.0 PF l. . o
40 10_5 O.CI 54.5 CI.CI 15.3 120 Ft_ 0_0 PE 0.0
42 10.5 0.0 0_0 0_1::,0 lL 10_0 PV 1_7
55 -48J 2.650 PL 11.0 PF 0.1
41 10.5 0_0 37_9 0_0 2.9 120 FL 0.0 PE 0.0
a:; io_s o_o 38 .o o.o C) _oo_; -rL 11.0 Pv o.i
56; -23 _ 9 1.050 PL 89 _ 5 Pf- '.?_Cl _ 4
43 10.5 0_0 38.0 0.0 8_8 120 FL 24.0 FE 0.0
44 10_5 0.0 5I=I.4 O.CI 0.179 TL 11,3.5 f-'V 0_5)
57 -291.6 2.650 PL 10_0 PF 2_1
42 10.5 0.0 56.3 0.0 17.2 120 FL 0.0 PE 0_0
44 10_5 0.0 58_4 0.0 0_211 TL 10.0 PV 2.0
S_; -24.8 2_630 PL 4.0 F'F 0.0
43 10_5 0.0 38.0 0_0 1.5 120 FL 0_0 f'C 0_0
45 10.5 0_0 59.0 0.0 Ct.002 TL 4.0 PV 0_0
59 -24 . ^ 1.050 PL 'al _ 5 PF 22_3
45 10_5 0_0 30_0 O.C) 9.2 120 FL 24.0 PE 0_0
4r'10. 5 I_l. Cl r',Cl. 3 0.0 0. 193 TL 115.5 PV 0_ E+
60 -215. 5 2.630 PL 8.0 PF 1.9
44 10.5 O.U 58.4 0.0 lcl.r', 120 f=L 0_0 PE 0_0
/Ir', 10_5 0_0 60_5 0.0 0.244 TL 'cI.O PV 2_3
61 -340.3 4_260 PL 12_(] PF 2.11
46, 10_5 0.0 6,0_3 0.0 7_7 120 FL 62.0 F'F 4_5
50 0.0 0_0 66.9 0_0 0.027 TL 74.0 PV 0.4
E„? -340. 3 8.250 PL 1.0 PF 0.1.
50 0_0 0.0 66.9 0.0 ','.fl 120 1=L_ 104_0 PC C).[I
49 0_0 0_0 67_0 0_CI 0_001 TL ].US_O PV 0_0
f„ -340.3 8.510 r-t_ 50.0 r>r- n_i
49 o_o o_o 67_0 o_o 1.9 140 r-L 52_0 PE 0.0
48 o_o 0.0 67_0 o_o 0.001 rL 102_0 Pv 0.0
64 -040.2 _.sio PL 230.0 F°r- 0_2
ns 0.0 o_o 67.0 0_0 1.9 140 rL 39_0 PE o.o
47 0_0 SRCE. 67.2 (N/A) D.CI(ll l"L 269.0 f'V I1.0
SPRINKLER SY3TE:M NYI)IiAl.1L'IC ANALY3:1F3 PEi9e
JnB TITLE: RF
Nr)l"C:;:
(1) (:ctIC:UJBt.lOn5 4J@1'E• F't'YPOY'I?E7c]I by 't.hG) FIASS 3.5 comPu1.er pro!:7ram
under license na. 4C1324C grarited by
Hfi5 Systems,, Tnc'_
2193 Ranr:hwond Dr., N.E_
At.lanta, Ge.rarrla.a 30345
(L') The system has been balanced t.a Pr'ovide an tyVC.YagE'
imbalance at each node of 0.031 gpm and a maximum
imbalanr..e at any node of 0.509 <aPm.
Velocity pressures are print.ed For lnformt7t.ion orily, ancl are
riot used in balanc.ing the systern. Mtixiim.un wat.er veloci.L'y in
nnY Pipe is 18.6 ft/sec-
SPR:INICLE.H ;IY3TE=M HYfIRAUL]:C: ANAI..YS]:S Paqe
,l'OB TITLE: BE
WATF h SUF'PLY CURVE
1
~
11 fJ+
~
~
~
1U0+
~
~
~
~
'a0+
~
~
~
~
P 80+
ft ~
E ~
c
S 704 IJ I X 67 psi ~3410 9Pm-) ~
R ; Fl.aw Test Poirit.
E I
r',0+
P ~
~
S ~
I 50+
) 1 ~
~
~
~
qp+
~
~
~
~
~
;iC7-I
'
~
20f. L_EGENiI "
~ Y. = Required Water SuPpIY "
; 67 _23 psi @ 590.2 gPm „
1 CI i- "
; ii = Avai]able Water SuPPly
i 71.81 p-,1 @ 590.2 9P10
CH-f_i_____F---- + _'____+_"_"____i_._'______""'F_____
8II0 1200 1600 20110 2400 2800 3200 3600 4000
FI_O6J (GPM)
i, z35/3C~ 8 z
GR,INliTELL
HYDRAULIC DESIGN INFORMATION SHEET
NAME ' r.i CI 1'' mAT~RtAi I~'\P nl•-c r"` DATE
LOCATION C!` C Fc1~1y ~ ~ h~~ -
ILDING SYSTEM NO.
BU
CONTRACT
CONTRACTOR NO.J~"3~=
CALCULATEDBY CRGP` ~~[=?CF2 _ DRAWINGNO.
CONSTRUCTION: ?COMBUSTIBLE ~NON-COMBUSTIBLE CEILING HEIGHT FT.
OCCUPANCY
APPROVINGAUTHORITIES /'A E1Zp,C~~
TFO-INFPA.13: ? LT. HAZ. ORD. HAZ. GP. ?1 ? 2 ? 3 EX. HAZ.
~NFPA2 31C: FIGURECURVE ify) LING MADE BY DATF
LER OPERATION . SYSTEM TYPE
W DENSITY RN1ET ?DRY ?DELUGE ?PRE-ACTION
r
cn AREA PER SPRINKLER SPRINKLER OR NOZZLE n
cn
HOSE ALLOWANCE GPM: INSID, MAKEMODEL T=St'Ey~
HOSE ALLOWANCE GPM: OUTSIDF~ 5O0 SIZE 47/37- K-FACTOR 8
RACK SPRINKLER ALLOWANCE I~o tiE TEMPERATURERATING 2g~
TRGE T
CALCULATION GPM REOUIRE D •4-~ PSI REOUIRED s
J(SpecilyLOwbonl
SUMMARY
"C" FACTOR USED: OVERHEAD UNDERGROUND
WATER FLOW TEST \UMP DATA \TANK OR RESERVOIR
DATE & TIME RATED CAPAGyTY CAPACITY \
y STATIC PSI rI ~ AT PSI ~ ELEVATION `
a RESIDUAL PSI 6,7 ELEVA \
y GPM FLOWING
W ELEVATION WELL
/ ~OF FLOW GP.M
r
¢
3
LOCATION
SOURCE OF INFORMATION -
COMMODITY CLASS ~ LOCATION
STORAGE HEIGHT AREA AISLE WIDTH
w STORAGE METHOD. SOLID PILED % PALLETIZED % RACK
C7
Q
p ? SINGLE ROW M~CONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED
y QDOUBLEROW ?SLAVEPALLET ?SOLIDSHELVING ONON- r ? MULTIPLE ROW ?OPEN ENCAPSULATED
~
O
Q Y
2 Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGETO CEILING
0 LONGITUDINAL_ TRANSVERSE FT. IN.
U
HORIZONTAL BARRIERS PROVIDED
GaINNELL G4322-ReI. <,n aaiNTED M 1) 5 A.
lil:lP I,Ifd;ItAM
Jnh tilli~:
I Y,XX] - Mude ni.unhers Y.XX - f'iPe riumber'_
f il---[ e7----1 51]-----[ 4 J ~1----[ ,_.]----f '7---C ~ ]---t
y 10 11 1:'
2G
l:
f~Jnl I isl f I „J-----f »1---[ Jo]----C 191----f 2131 -----f zj l---f 2s~]-----f f 241 ----f ;,5 1---I '261
tn t~l 1E. 17 1.^_. 19 20 21 " 24 ..5
7 00
z7]----- I 2:_,]----- L ;,.,7----- C 3nl------ C ;1]----- [ [ 3;)----- C 747----I ~;sl----C 767----C ;i7----- f ;e:]----I
J''a :7,(i 71 o,, ;;q .35 37 S
A1
un]------------------------- ( ai] f n2]----- C aa]----- [ nn]----- C ns7----- [ n,:.7----- [ a7]----- C n`:7----- C Q?7----- [ 501
42 n; nn as ne. 47 nr, oa so st ;
55
5~+ ;
'
.-]1 ~4
~
;t c
______________________________c___________________'______'____'_"___________'___________ 591
,
[ 5;]
57
59 r'.1
~
[ 557-------------------------------------------------------- 56]
i]0 i
n4
r,;L
'
[ 577 ,
~ J_ ;
h
6E r:7
~
~.a
59] [
lhh.
Y
) ~OOI.IRCE)
1 64][ r:;iJ[ F_/L][ 61
:1PGi1'IdR:L;=!? :IY3TE:h1 f{YIiRAUL.S!:: <al'dA1_'i:iS'I'c, P:_ige .1
W:,ItI':fluU:;F I'bllN I::.iT1'
!;-?LI=: ,,;'EA 1
14 ii ] 1. F.' :,1.; 1 'I°l Y D,"1I A
I•!UI?i d! 2tT;,,(:i.C I?i=:;i]?_ FLOW A'dA.LL.. -I!:)"fAL. REQ'ii
f'!i[:SC . P1=:[=`,'.:1. r~ f'I;i_`3~,. i:~ iil_hi~lhll7 PF?:=3::5.
(i':;:1 (l'::;1 ) (Lll'I°1) (Pt;:l ) (1.]I'I•1) (I':°;I.)
ol 72_(1 67.Il 5110.11 ,'li,.? 1924.6 F`,.'J_ i
;,NcaF?r_caATr-. !_.LON E•,NALYJTS::
l'U'I'A1... f LO;J AT :=3ii(.1RGL 1'J:'.4. Q C;I'M
Tf?lAL. FIiiSE. L3TF;EAM ALLOWAN::I_ A"f SOUlif:;i: 500_0 GPM
O'fiiG_I; I-IOSE 3"fI;I:P,hi AI--L-OWfahICE~i 0.0 GPl`1
IHIAL. U i:SC'.{AitGE (''Itf)M AC I' l' ,'f t;f,(iI I'IKL I'i:R'1 1424_ o f:1PPt
I'dOGP= i•,hlAI_Y3iS DA7A
Id01)I:i' il ELEVATION hlilUL_ ll'f-'C F'R-.-SSUF2F ]i1SCf-iARl;1L
iF=Ti (FST)
1 23.0 t11 . 7 25.0 K- 8_,.OCI 20.0 35_,:
:i 2:5_11 R= :_OC] 18-6 24_5
%F 25_0 :_..OU 17.6 3 S.:>
5 25.0 K= 8_00 16.9 ".:..'a
r, :_`.p R= ;2_OC) 16.6 32.6
/ 25.0 1C- ,=.U(:1 1.r',..4 .32.4
~ 25.0 I(= : _I_1ll 16_4 32_4
9 .'S.[l IC= o_C?U 16..4 32_4
1L1 :..iO.i_Q K_ _'OI.l 16.5 .'._'.S
1.1, ::5.C) K:. ri.110 1!i_3 .i:'...
1: 25.11 K= ,=.UO 17.3
] 3 25 . 0 - - 21 . 5~ -
1 n . ! 1 41 7::~ '<'E;.O IC= =.rlfl 20 _1!
16 SP:S_t) 1C= 8.00 10.7 S.:i_(.
].l 25.0 1C= _.OC) 17.7 3.i_6
].R ;":,.D I(-' (1I.1 17.0 - O
1'i+ :_';i.(I I<=- Ull
- 8.00 .(.)f.l 16-5 32.._.
~ f:l - I1 -
2:1 2:,.('i R: W.00 16.5 52. 5
~
. C? li - - (1('I 1'- - -
:,.U R:= s.t"10 1c,_6 :;?.r,
;_/I 2::5.0 I<= B.Dt.l liS.':l 22.4
;:'`i 20..C] 1Cc,.Ilf:l 17.m
p r:, 23. U - 1.
27 . ! ! CI 1. J..
25.0 ?0_4 _;F..
, ,.':S.fl 19 .I'I ..i~l.. -
50 ?_i.Ii 1:== ...I.III 18.0 ti;;.f_1
..il .....!_l K- 8.00 77_4 53-4
2[~~_f1 I'=- :.-_.l
14 I.'.I.I 02-9
• ' :;P;;_trii:ir.N :.;tNrt:.r, i!f;i?AUt..:Tr .:Nr,i_Y:=M P,.;oo .
:ior T tr!.! : ni?r.,<, :
r rODi=. Arar•,i_ Ys T S i;A-i A i c nn n'd?
dt Ii=LEVAT.IOi•I i•ICiUF= 1"(1'!:i I'F:t-';:;:SURE I?1:5(:Iii,Rtal=
tl-'f) (p<i]') (i.ll'hi)
12 :i.0 R;:: ,~.I.Ip 17.i7
Jc, 25.U I<:= (I.OC] 17_1 SG_1
25.0 i;:: ,-,.no 0.4 ..,.-.,_-i
2^,.u A _On.i 15.0 :
2.3 . o - -
. - n.-.r;
25.0
LIl 25 .D Il- =.Of'. :'S''_U
,:I2 25.C) It"' =._f.)U 20. _ 3 r.,..',
&'.i 23. 0 I( = 8.00 1 20.1 411 :"5 .l.l K= 0.00 19.7 ..i:).,°i
4.::, ;'b.U 1C= u.00 10.5 .;b_.,
44, ;".ii A 8_00 39.4 J.`.;.:
q; 2"5 _0 I;- -.I.iO 1'd_/i
4 ii ":i . U I: _ 8.00 39.b ,.i,.i _ 4
4 25.0 I<- 8.00 19_':i 55. r:
FiU 25_ 0 24.5
1 23.0 - - 4.:_ .
:.'.i.U - - ::7.4
:iJ 23. t ) - - ; I.;_ . C. .`.ill 21 .I1 12ri
` :i. .1 _ .
_
1_7
M. 23.0
25. . 4
~tlCl 23.() JCl.6
~l`.•' _ :I.). ~ .
23.C)
23.0
6.1. 0.. f 1 .`_i(7l.!R(:;I:: 65_5 1121 . r:.
0. CI - - 62 _ .-r
63 C7 _ n - - 61.7
:=3YSrrpl HY'U1-;A1.11_I[: ANAL_7`i:l':=, Pzt47!'^
]'i?,~ 'i':i'I-I--1=: ~•I~l~r1 1
P:r Pt DAI r,,
f':I.F'F IJQ. Q((~PI•ti 1 i1A(I1\11 LF.=PI~.-.~Tli f'F26S:5.
;=!`IU C!.LV. ~I!l7. f, -i D7:;!.:- vL-Lrpr1:'1;i I-IWfC;i (1=1)
I+ i]ilc:: (i I') :I'? il'<t:['1 iG]PM.) I.L...if l (Pc3.l)
1. . 7 l.r:!l 11 L. p Pi.. 'U.':j
! _'.,.U Ci.C) ~11 f1.0 15'. 1;'0 F=L 1'1:1.0 I'lc. U.'.d
li . 0 U -35 . ~ G _ 5c; I'L. E2 . Cl Pv
I;' . S' ,..l r'( l f'I.. I.! f,IF 1 S
--(_1 "[l.(t 12fi F I. 0 .CI P-: i1,(J
=..0 1.,:.rS ;4.5 4•1 TI_ 6.U F'V 1._=
1'5 :_'.1r,(l I'L ~-.0 i'P 1.0
~~.fl ]:;•i..;i 1.".,a 120 f.. !?.i:t P._ U.U
/I 2;=.0 R .(1 17 _ (1_.lr:'7 1L i=,.. 0 PV 1'
-9 2- 1 0 PL r', . 0 F'f- O. E4 2:5_1-1 :_0 1710.5 1 '20 I'=L i1.C1 PE Cl..l:)
~15 .o _.c_) t,.I cu.. rt_ f;.u PV n_i
, o 2 .1F,o f'L Fs.o r-'r- a.4
;-s.o c, 16 i.~, a.;~n r~. r.,.r.) C).~~
:'i . 0 0 16 r, U. CI 1"I._ f.l PV 0.4
5 4 4 . l E+CI I'L.. t'.. 0 I'F I l. l
. r., . . (1 i. F ; . fs :s12 . 6 . . J. .1-1 u r i.. o . r., i 'r:. n . U
7 .'S_I:I r_lt 16.4 l"l:i.'S 7L E,..O P'd 0 2
j f:l :'..lr:,(.i I'I.. h,.f1 PF f')
7 2°S_0 ~..0 1.6 .4 =..__A 1.= 120 1=L_ U_U PL=. 0.0
IE. _1i .12.4 t.l_(:lf:I:S "fL. c,_0 PV tl.(l
."5.0
4 _16 0 PL r_. _U PF (1.0
_0 =_0 16.4 .-.;;'.4 tl.'9 120 1=1. CI.O I'C I1.0
: :'5
0 _.U 1.6 _,'I 3.;4 0.001 TL ['V O_(1
v .._1F_,Cl P_ CI PP 0..1
0 l.f,_4 .;'?_~i 7 1.t120 Fi._ G.0 PE1= t/:1..1')
JI.i.'-1 _~_....1 1I.i 1 I_.
~7,'.].~i 1:JC1 PI.. Pr u .5)
_
a.;':o ri_ o.0 r't_ n.o
„ n..~.~q. c..ir
1.1 _ 25.0 _ _["i 7r, b I L !'°'d t]
1..1 _.70:~. i =_.:LtO I'I.. l:l I•r- tl.:i
U PL- 0.(:1
1.7.:~ r, [l::i T t_ 6 tl P\% fl.E].,_ _ . .
141A I.i P1 S.7
ii.l'1 C!..14=+ fl_ _.....C1 PV 1_l.l
1 G :I_Cl %il Ft (1_l) I''Ei
14 n.OQ;'. IL_ 1~_.I1 !'V l!..Il
, 3P1;]'IVKLER SY:S"fFM flYI7FtAUL].C ANA,LYSIS I'rnc7e ZI
.:7pL3 TI"fL.Cc ARLA 1
PIF'C UA7'A (ront'd)
PTPE IVO_ l-1(GPM) DIA(IN) 1.F=NGTfi F'RESS.
ENU ELEV. NUZ_ PT I7SSC. VEL(FPS) HW(C) (FT) sUM.
IVOpES (FT) (K) (PS;I) (r.,PM) F.L_/f-T (P:SI)
14 223 _5 2_ l60 PL 42_ U Pf= 20.8
14 23.0 0.0 41.0 0.0 1'=i.6 120 FL 20.0 F'E 0.'=+
15 25.0 8.0 20_1 35_9 0_035 TL 6„2_0 PV 2.F,
15 107_4 2.160 PL 6_0 PF 1.5
15 25_0 0_0 10.1 35.9 16.4 120 FL 0_0 PE O.C!
76 25.0 8.0 18.7 34_6 0_242 l"L 6_0 f-'V 1..=
16. 152.9 2.160 PL. 6.0 PF l.fl
16 25.0 8.0 10_7 34.6 13.4 120 FL 0.0 F'l= 0.0
17 25.0 8_0 17.7 33.6 p_lE,r, 7'L 6_0 PV 1.2
17 119_:' 2_lr_.Cl PL 6.0 PF C).r'.
17 25.0 0_0 17J 33.6 10_4 120 FL 0_0 PE 0.0
18 25_0 8_0 17.0 33.0 0.105 TL 6_0 FV 0_7
11I 86.2 2.]bf) PL 6.0 PF (:).3
10 25.0 8.0 17.0 33_0 7.5 120 FL 0_0 PE 0_0
19 25_0 8.0 16.7 32.7 0_058 TL 6_0 PV 0.4
11.'0 S:.i.S 2_160 PL 6_0 PF 17.1
19 25_0 2_0 16.7 32.7 4J 120 FL 0_0 PE 0_0
20 25_0 @.0 16_5 32.8 0_024 TL 6_0 PV 0.1
20 21.0 2_160 PL 6_0 PF 0.0
20 25_0 8.0 ].r,.S 32.5 1_0 120 FL 0_0 PE 0.0
21 25_0 8.0 16.5 32.5 0.I104 'fL r',.p PV 0.0
21 -11.5 2.160 PL 6.0 PF 0.0
21 25_0 8.0 16.5 32.5 1.0 120 FL 0_0 f'E f).0
22 .'S_CI :.0 16_5 S<"'_5 0_001 11_ 6.0 I''V U_U
22 -44_1 2.160 1='L 6.0 PF 0_1
22 25.0 :.0 160 32.5 :,'i..q 120 FL 0.0 I'-'E 0.0
23 25.0 =_0 16.6 32_r, 0.017 TL 6.0 ('V 0.1
23 -76J 2.160 Pl_ 6.0 PF O. 3
23 25_0 8.0 16_6 32.6 6.7 120 1=L 0_(] I'L Cl_1)
24 25.0 0 16.5+ 0_046 7L 6.0 PV 0.3
24 -105+.6 2_160 I'L 6_0 PF 0.5
24 25_0 8.0 16.9 32_9 9_6 120 FL 0_0 PE 0_0
25 25_0 =;_CI 17_4 33_4 0_090 "fL 6_0 PV 0.61
-14S.0 2.1r;0 PL 0 f-'1= 15.8,
25 25_0 =.U 17.4 33.4 12.5 120 FL 20_0 f'C 0_9
;'E, 25_0 0.0 22.1 0_0 0.147 TL 26.0 PV 1_1.
-7a1 .4 3.260 f-'t_ 12_0 PF 0.2
]s 25_0 0_0 21_9 0_0 5.4 120 FL 0_0 PE 0.0
26 23_0 0_0 22.1 f).('l 0_019 TI_ 12.0 I'V 0_2
`31='RTNRLI:R ctYS1L:M lIYI7RAULiC Ahll;L.Y3:l:S Pa{a, 'S
,7Og TITL.1=: ARE:A 1
PIPE UAT'A (cont'd)
PIPG lUO_ f_1(GF'M) U]:A(I.hl) LEN6TH PRE35.
END FLEV_ NOZ_ PT DC3(:. VEL(=PS) HW(t:;) (1=T) SI.IM.
NOl.)ES (FT) (I<) (PS1) (UPM) F.L_/FT (F'SI.)
27 --447.0 6.360 PL 12.0 I'F 0_:1
14 230 0.0 41_:; 0_0 4.5 120 F'L. 0.0 PE 0.0
27 2:e.0 0_0 41_I=; (:1.(:1 II.UUr, TL 12.0 f'V 0_1
.'_'',D 221.9 2_ 1 r',0 PL.. 42.0 PF 20.5
27 23_0 0.0 41_e fl_CI 19.4 120 f=L 20_0 PE 0_9
28 25_0 8.0 20.4 36_2 0_551 TL. 62_0 F'V 2.5
29 185_7 2.160 PL 6.0 PF 1_4
28 25.0 =.0 20.4 SF=6.2 16_3 120 FL 0.0 PE 0.0
29 25.0 =.0 19.0 34.9 0.238 7'L 6.0 PV 1.=
30 150.8 2.160 PL 6.0 PF 3.0
29 25.0 _,_0 19_0 34.9 1._>.2 120 FL 0.0 PE 0_0
50 25_0 8.0 18.0 34.0 0_162 TL_ 6.0 PV 1.2
:il 116.8 2_1oCl PL 6.0 PF 0.6
;SO 25_0 0_0 18_0 34_0 10.2 120 FL 0.0 PE 0_0
31 25_0 8_0 17_4 33.4 0.101 TL F6.O PV 0_7
32 83.4 2.160 PL 6.0 PF 0.3
31 25.0 =:.fl 17.4 33.4 7_3 120 Fi_ 0.0 PE O.ll
32 25_0 2_0 17_1 53_1 0.054 TL 6.0 PV 0_4
=S3 50.3 2.160 I'L 6.0 PF 0.1
32 25.0 ;=;_0 17_1 33.1 4.4 120 FL 040 PE 0_0
33 25.0 _,.C) 17.0 ;:,.ci 0.021 TL 6.Q PV 0.1
34 17.4 2.160 PL 6.0 PF 0_0
33 2:1.0 8.0 17.0 33.0 1.: 120 FL G.CI !'l= 0.0
34 25_0 0.0 17.0 32.9 0.003 TL 6.0 I'V 0_0
3 5 --15.6 2.160 PL 6_0 PF O.fl
34 25.0 8.0 17.0 32_9 1.4 120 FL 0.0 PE 0.0
:iS 25_0 2_0 17.I1 52_0 CI.OfI;' TL_ 6_0 I'V 0.(_)
--4a_5 2.360 ni._ 6.0 Pr- 0.1
35 25.0 8.0 17.0 53.0 4.2 120 1='L 0.0 PE 0.0
36 25_0 8.0 17.1 33.1. 0.0:.'.0 "fL t. .0 PV 0_]
37 -81.6 2_160 PL. 6.0 PF 0_3
30 25.0 0.0 17_1 330 7_1 320 ("L 0_0 I,L 0_0
37 25.0 8.0 17.4 33.4 0_052 TI_ 6_0 PV 0_=i
311-; -115.0 2.360 PL 6_0 F'F 0_6,
37 25.0 8.0 17_4 33_4 10.1 120 Fl_ O.C) PE I1.0
;SI=I 25_0 4.0 ];c.U S:.'i.':+ 0_098 'fL 6.0 I'V 0_7
_...148.9 2_160 PL. 6.0 f-'1= 4_1
:;a :'S.(:] 8.0 lo_0 :i:;_'.S+ 13.0 120 (=L 20.1:1 PE Q_y
..-9 23.0 0.0 23.0 0.0 0.158 TL 26.0 PV L_ 1.
SPRINI<LF:R SSYtST'I:M FIYI7FZAl.11_I'C; E•,NAL_YE31'c; F''age r',
:fi113 T'Il'l_E: ARI=G+ 1
PI.PE DATA (.r.ont'd)
('7PF NO. f!(GF'M) I?]A(IN) LENGTH PRESS.
Lhdl) GLEV. NOZ. I'T DI3C. VLL(f=P:_,) HW(C:) (f='I') NUM.
NODEB (FT) (K) (PSI) (GPM) F_L_/FT (F'SI)
40 -204.4 0_260 FL. 12.0 PF (1,;=;
^r, 23 _o ri _o 22.1 o.o io_9 120 r-L o.a r-'c o.C)
39 23 _ 0 0. 0 23 . 0 0. 0 0. 071 TI_ 12 _0 PV 0.:;
41 -66a.9 6.360 PL 10_0 PF 0.1.
27 23 . 0 Cl . 0 41.c Cl . 0 120 f= L 0. 0 NE 0_ 0
nU 23.0 f.1.0 42.0 0.0 O.Cl1'.3 "I"L. 10.0 PV I)_;;
42 206_1 2_160 PL 46.0 PF 19.1
AO 23.0 0_0 42.0 0_0 18_0 120 FL 20.0 PE 0_9
41 ?i.Cl : _Cl 22.0 07.6, 0.2„9 TL r',6 _0 PV 2-2
43 162.6 2_160 PL. 6.0 PF 1_2
41 25.0 8_0 22_0 37_6 14.8 120 FL 0_0 PE 0_0
42 .'_'S _ 0 8.0 ;'C) _ 8 36.5 0.199 TL 6.0 PV 1.5
44 132.0 2.160 PL 6.0 PF 0.8
42 25.0 0.0 20.8 56.5 11.6 120 F'L 0.0 PE 0.0
43 25.0 =_O 20.1 35.G U_127 lL f_,.O PV U.'-1
45 96.2 2_I60 PL 6.0 F'f- 0_4
43 ;:!'S_CI =.f) 20_1 35.8 2.4 120 FL 0.0 PL O.tJ
44 25.0 8_0 19_7 35.5 0.071 1"L 6_0 PV 0_5
46. 60.7 2_160 PL 6.0 PF 0.2
44 25.0 0_0 19_7 35.5 5_3 120 FL 0_0 PE 0.0
45 25.0 8.0 19.5 35.3 0.030 "fL 6.0 PV 0_2
n% 25_4 2_160 F'L_ 6.0 PF 0.0
45 25.0 8_0 19_5 55_3 2_2 120 FL 0.0 PE 0_0
06 25_0 ?.[I 19.4 35_1-5 0.006 l'L 6.0 F'V O.f_l
48 --9.9 2.160 f-'L r",_(J f'F 0_0
40 25_0 8.0 19.4 35.:; 0.9 120 FL 0.0 F'E 0_0
47 25.0 8.0 19.4 35.3 0.001 TI_ r',_D PV 0.0
W? -45.1 2.160 PL 6_0 PF f_)_]
47 25.0 8.0 19.4 - 35.3 4.0 120 FL- 0.0 I''E 0.0
40 25_0 0_0 19_6 35.4 0_017 TL 6_0 PV 0_1
50 -80_5 2_160 PL 6_0 PF 0_3
48 25.0 8_0 1q.6 35_4 7.0 12(:1 f=l_ C).p PL 0.0
49 25.0 8.0 19.9 35_6 0.051 IL 6.0 PV 0_0
51 --116_2 2_I60 f'L 18_0 PF 3.'=
49 25 _0 :.t.l 19.9 Wr', 10.2 120 FL 20_0 PL" l).y
50 23.0 0.0 24.5 0.0 0_:100 1"L. :i8.0 PV 0.7
52 -432.5 3_260 Pi_. 10.0 Pr- i._~,
39 25.U 0.0 25.0 0_0 36_7 120 1=L 0_0 PE 0_0
50 ::t.;_r..i 0_0 24_5 0.0 0.154 -rt.. 10.0 rv i..-+
, OI'121NI:LGR SYSI LiM I-IYDI-;4lIL1C: ANALYSIS; Pacae i
7pB "I'I'(l_I_: AREA 1
Pl:Pc na-rA (conr.°a)
f-'I'PE h10_ l!(6F'M) D1ATN) LENU"fl-I I-'RE3S.
END ELCV_ NUZ_ PT GISC. VEL(FPc3) HW(C) (FT) tiUM_
hli!DCS (F"I') (I<) (PSI) (GF'M) F_L./FT' (F'SI)
S.-i -S7:5.0 6.360 PL 12_0 PF O.~i
40 28_0 0.0 42.0 0.0 120 FL C)_Ct PE 0_0
51 23_0 0_0 42.2 (].p 0_022 TL_ 12_0 PV 0.'-;
54 ]16.4 2.1o0 PL 108.0 F'F 14_Y
51 21_0 0_0 42.2 p.tJ 10.2 120 FL 40.0 PE 0_0
52 23.0 0_0 27.4 0 _0 U_10p T'L 14E: _0 PV 0.7
SS -549_4 j_260 PL 12.0 Pi- 2_9
Sl) 23_0 0.0 24.5 0_0 21_1 120 FL 0.0 PE 0.0
52 23.0 O.tJ 27.4 f_] 0_'.:'.i9 lL 12 _I1 PV :0_0
Fir_991 . 4 6.360 PL 12_ 0 PF 0.3
51 23.0 0_0 42_2 0_0 10_0 120 FI_ 0_0 PE 0_0
53 23.11 0_0 42.6 0.0 0_027 7L ]2.0 F'V OJ
57 109.8 2.160 PL 108.0 PF 13_3
53 23_0 0_0 42_6 0_0 9_6 120 FL 40.0 PE 0.0
54 23_0 0_0 29.2 0.0 0.090 TL 140.0 PV O.r',
°ic: -4 33. 1 3.260 PL 12.0 f-'F 1._
52 25.0 0_0 27.4 0.0 lE,.F, 120 FL 0_0 PE 0.0
54 23_0 0_0 29.2 0.0 0 _154 TL_ ];'_Cl PV 1._`-+
51.=+ -11 C)1 . 1 6_ 3t,0 PL 10.0 PF 0 . 3
53 23.0 0.0 42.6 0_0 11_1 120 FL 040 PE 0.0
SS 23_0 0.0 42.9 0.0 0.035 TL 10.0 PV O.cl
60 107 . 3 2.160 f-'t_ ] 08 _ fa F'F 12. R
55 23.0 0.0 42_ 9 0_ 0 9-4 120 FL 40.0 f'E 0.0
56 23.0 0_0 30_1 0.0 0.086 TL 148.0 PV 0.6
61 -323 _ 3 3.260 PL 10. 0 PF 0_9
54 :•'tii.Cl O.CI 29_2 0_0 12_4 120 1=L 0.0 PE 0_0
56 23_0 0.0 50.1 0.0 II.090 "ft_ 10.0 PV 1.(wl
62 -1208.4 6.360 PL 12_0 PF 0.5
55 23_0 0.0 42_9 0.0 12_2 120 F=L 0.0 PE 0_0
57 23.0 0.0 43_4 U_l:l 0_040 Tt_ 12_0 PV 1_0
f_,::s 107. i2. 160 r,i_ 108. o Pr- 12.7
:57 25.0 0.(:] 43_4 0_0 9_4 120 FL 40_0 PE 0.0
s3 20.0 0.0 00.6 0.0 U.fl;:,r, 7L. 148.(:] PV (=1.E,
64 -216.] 3_260 PL 12_0 PF 0.5
56 23.0 O.t:t 30_1 U.(.I =.:5 120 FL 0_0 PF Il.t)
58 23.0 o_C) 30.6 0_0 0.0412 'I'L. 12.0 F'V 0.5
65 -1515.5 6_360 PL 12_0 f"F O.L.
S"l 12.0 ll_U 43.4 O.LI U_5 12C) F'L 0_0 PE 0.0
59 23_0 0_l.l 43.9 0.0 0_046 Tl. li'.(.] PV 1_2
SPRIhIiCLLR SY:91'L.M f-IYI7F2A1_II__I:C ANALYSIS Page c
.-1013 TITL.L=_: AREA 1
r-Ir_r- Da,1A (coni-'d)
PI:PG N0. t=1(GPM) U.T.A(Thl) L.ENGI"H PRE55.
ENI) ELCV. NOZ. I'T DIEtC_ VEL(f=P::t) HW(C:) (1=T) ;itUM_
NODES (F7) (K) (P51) (GPM) F_L._/FT (PESI)
66 109.0 2_I60 PL 108.0 Pr 13_2
59 23.0 0_0 43.9 0.0 '.:+_.-5 120 1=L 40_0 PE 0_0
60 27).Cl O.C) 30.C: 0.0 O.D_;y TL 148.0 PV 0_E.
67 -109_0 3_260 I'L 12.0 F'F 0.1
Sc; 23.17 0.0 30.6 0.0 4.2 120 FL 0_0 I'C 0 _0
EG 23_0 0_0 30_8 0_0 0_012 TL 12_0 PV 0_1
Q: -1424_5 r,.360 PL 20.0 f'F 1_1:
59 23) .0 0_C! 43_'~' 14.4 120 1=L 14.0 PE ]0.0
64 0.0 0.0 55J 0.0 0.054 7L 34.0 f-'V 1_4
69 -1424- _ 4 ; I_ 25C1 PL 200 . 0 PF 5.9
64 0.0 0.0 55J 0.0 8_ S 120 FL 193 _ CI PE 0.0
_ t;;S C).C) 0_0 61.7 O.U 0.015 TL 393_0 F'V 0_11;
70 -1424.5 8.510 PL 50.0 PF 1.0
63 0.0 0_0 61.7 0.0 18_0 1.40 FL 52_0 PE 0.0
62 0.0 0.0 r'2.7 0.0 0.010 TL 102_0 f'V 0_4
l] -1424_6 8_510 F'L 230.0 PF 2.6,
E,2 O.C1 0_0 E.2_7 0.0 0 140 F'L ~;9 _0 PG CI_Il
tSl 0.0 :ikCE 65_3 (N/A) 0.0].0 TL 269 _0 PV 0.4
NOTES:
(1) Calualations wer'e performed by the Hn:SS 3.5 cumputer program
iander licen_e no. 4C1 324C grantrd by
HRS Sy_:te.ms, Inc.
2193 RC7nChWppd Dr., N_C_
At.lanta, Geor'gi.a 30545
Thr v-yr=,tem I'ias beF3n k>alanC.ed t.p pYOvlde ciri avertyge
imbalance at eacti riarJe of 0.008 gPm and <i frli-tXlfilUfll
imhalanc:n at arr/ riodc of 0.447 gPm.
C31 Vclr.,cit.y f,rrrssures eure prinLed far irrforrnr:itzcm orily, r:ind arc
not i_i_.rd in balanr:irrg trie sy=.t.em. Maximum wat.er velocity in
arr/ plpe i= 21_1 ft/_eC:.
3PR'IFJI<LEF? :'tYCSICM hil'IIRAUI IC AhIALYSI:j i'<<r:lc''r+
;ft?B "T1TLEc l;kFA 1
WP,Tf_ k ^UP('L.Y C;UKVE
1 20 i
I
iio+
~
ioo+
p
r, ;
E ~
s
~ 70+ \\\\\c~\\\\\\\\\\\\\\\\\\
U ; 67 psi r? 3410 gpm-> ~
R ; x rlc,w 7'e::•t. Point.
L-= I
f,o+
r ,
P ;
5 '
I 50-F
J ~
40+
-
20-1 LCGEPJC] "
L _ - X - RG~ryU1rt~d -W~ttE°Y :~uPPlY
; r_'.'i.-i psi @ 1924.6 (:lpm 10-i- ; n= Availabi.e Wat.er SuPP] y i 70.26 p51 0 1924. r, gpnl .
„
ll li-+-i-----i---- I------i---------i------- -----i-----------i-----------i------------- ----i.
.:.Uo 120uU 1600 ._oon 240U 2,.,LM) :3200 3600 aUUn
f L_iaW (GI'M)
L 3,4, 35, 36
. `U• tE~A6AWPaLE c=rK. IND. Fl--. 4~ ~
GRINNELL
HYDRAULIC DESIGN INFORMATION SHEET
NAME-Tk r.1 C!Ty 1laTGRIRL. DATE S-~~- PISP
LOCATION A ~'R1~7 Mikirj
BUILDING RE c - 2 SYSTEM NO.
CONTRACTOR CONTRACT N0.3~ 3~ ~ (c2 A2"
CALCULATEDBY - 25L~FI:GER DRAWINGNO. 30F 3
CONSTRUCTION: OCOMBUSTIBLE gNON-COMBUSTIBLE CEILING HEIGHT FT.
OCCUPANCY
APPROVING AUTHORITIES 8-M.~~lC kN ~5~~ L•
0 NFPA. 73: ? LT. HAZ. ORD. HAZ. GP. ?1 ?2 ?3 El EX. HAZ.
ONFPA 231 NFPA231C: FIGUREI CURVE ~
Z ?OTHER(Specify)
C7 =SPECIFIC RULING MADE BY DATF
N
W
2 AREA OF SPRINKLER OPERATION -~3ODU- SYSTEMTYPE
F DENSITY eWET ?DRY ?DELUGE ?PRE-ACTION
} AREA PER SPRIPJKLEA 6 I SPRINKLER OR NOZZLE
N HOSE ALLOWANCE GPM: INSID MAKF~~~tir~ Lt, MODELT~~E
HOSE ALLOWANCE GPM: OUTSIDE S~ SIZE 171_3 2 K-FACTOR C)
RACK SPRINKLER ALLOWANCE NaNE TEMPERATURERATING 280
CALCULATION GPM REQUIRED I9S • S PSI REDUIRED ~br STRE~Y
(spedry LocaUOn)
SuMMaRV 1,20 UNDERGROUND _ ~
~ "C" FACTOR USED: OVERHEAD
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
r DATE & TIME RATED CA ITY CAPACITY
a STATIC PSI , ~ 2- AT PSI ELEVATION
~ RESIDUALPSI~ ELEVATION
N GPM FLOWING ~ WELL
W ELEVATION P FLOW
l'-
¢
3
LOCATION
SOURCE OF INFORMATION
COMMODITY CLASS ~ LOCATION
STORAGE HEIGHT AREA AISLE WIDTH
w STORAGE METHOD: SOLID PILED % PALLETIZED % RACK %
~
Q
p ? SINGLE ROW lRCONVENTIONAL PALLET ?AUTOMATIC STOFAGE ?ENCAPSULATED
y OIDOUBLE ROW ?SLAVE PALLET ' ?SOLID SHELVING [NON•
} ? MULTIPLE ROW ?OPEN ENCAPSULATED
H
0
O Y
~ Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STOHAGETO CEILING
~ ¢ IN.
0 LONGITUDINAL_ TRANSVERSE FT. -
U
rHORIZONTAL BARRIERS PROVIDED
GRINNELL G4922 Rev <J] PRINTED IN U.5 A
siuu urncrtnri
.InG [itle: AHFA S'
[XXX] - Node numbcr's XXX - PiPe numbers
[ 17_____C 27_____C 47_57- 61- F---C 77-7 --C 57-~ -C 97_____[
n 5 , y 10 11 12 ~
1 ~ 2E,
13
[~ia]----- C is]----C iol C i7]----- [ i•~]----[ i9l----- [ 2u]----- C 2il----- C 22]-^ 23]--3 -C za]---[ 2s]--5 -C ^e.7
14 15 16 17 18 ly 20 224 240
27 i
z7]----- C 2a]----- [ 29 C .;o]----- C st7----- C :27----- [ 3s]----- C 3al----- C 357----- f 3h]----- C :77----- C 31'1]----- C
~
12 13 29 30 31 32 _ 33 34 35 Jb 37 3;9 39
54
41 ~
[~au]----- C ai] C oz]---- C a;,]----- C aa7----- [ asl----- [ ae7----- C a7]-43 481 -5U -C ma]-Si- C sol-5~--[ si]-5 s'~]
42 43 44 45 447 4:i G~3
55 ~
' _____________C 547----- ( 55]----- C 567----- ~ 577_____L S:il----- C 5:+7_____L e.p]
[ 531------------------------ 56 57 53 Si 60 61 02 ~
6e.
i
64 ~
b`
~
i I
[ fil1___________________________________________ ~5 Ca
i
67 ~
C n ------------------------------------------------c n4l
~
i .37 -----'__________________________________________________623
i
72
i
70 [ cbl
6,51
'
_________________________________________________'_~i_ ~
C
~ ~
73 75
~
~
~
671 -----------C ~:~1
[ 74 ~
[ 717C 701C Ev] (snuRr,E)
3PRI'NICLG.R .`.SYSTE?1 !-IYDRAUL.IC ANALY:71S Pac7_r
'fC; WAFtL-HOU;I_
JOB TITLEc AREA 2
WATER SUF'F'LY C)A1"A
IdUDE ih 0 STA'fIC f;ESIU_ FLOW AVA]'L. 70TAL RE0717
SOURCE F'I:E`.3<;. PRLS:i_ 01 PRCS:5_ DLMAhII) PFtL-='9;r.
(PE3T) (F'SI) (GPM) (PSI) (GPM) (PSI)
69 72 _ 0 6.7. 0 3410 _ G 70.2 1954.8 60
A(:iGREGA'fE FLOW ANALYS1S:
TOTAL FLOW AT SOURCC 1954.0 6PM
TOTEaL HOSE STREAM ALLUWANCE A'f SUURCE 500_0 6PM
OTf-iER HOSE FiTl;l_AM ALL_OWANCES C).('.I GPM
TUl"AL f.)ISCHARUE FFOM ACTIVL :SF'f1INICLERS 1454.8 6PM
NODE ANALYtiIS UA1"A
NOUF= M ELEVAT]:Oly NiiDE. TYPE PRES.`_SUf:E I)15SCf-IAF:GE
(FT) (PE3I) (GPM)
1 23.0 - - - 15_3 - - -
2 25_0 K= 8_00 12_2 28_0
3 25.0 I<= E.C10 11.'=+ 27_6
4 25.0 IC= 8.00 11.8 27.4
5 25.0 K= 0.00 11_7 27_4
6 :'S_t:l I<= 2_00 11_7 27_4
7 25_0 K= 8_00 11_@ 27_5
8 25.0 K= 9_00 11_9 27_6
25.0 K= 8.00 12_3 28_0
10 25_0 I<= =-Cl(J 12_9 28_7
11 25.0 K= @_00 13_7 29_7
12 25.0 K= 8.00 15.0 31.0
l:i :73 _0 - - - 41.7 - - -
14 03.0 - - - - 15_4 - -
1s 25.0 1C= 2.00 12_3 28.0
lr_, 25.CI K- C.OC) 12.Q 27.7
17 25.0 I(= 8.00 11 _8, 27_5
1_: 25.p K= o_DO 11.= 27_5
19 25.Cl K= =.UO 11_8 27.5
20 25_0 IC= 5_00 11_8 27.5
21 25.1-) K= 8-00 32.0 27_7
22 2"5.0 K- 0.00 12_3 L"c.l
23 25.0 I<= =-00 12_9
24 :5.0 I<= =.00 13.8 2":+J
25 25_0 I<= 8_00 15_ll 31_0
"_'r'. 23.0 - - - 41.7 - - -
:27 23 _ 0 - ] S . -
28 25.0 K= 8.00 12.6 28.4
2'=+ 25_0 K= =.00 12.2 28 _0
30 25.0 Y.- 5_00 12_1 27_8
31 25 _0 I<= 8_00 12.0 27_:=:
3:' 25.0 K c: 0.00 12.0 27 _
.)J .'J_I_) K = 8.0II I2_1 27'_
14 25.0 I<= =.00 1;-'_'._' 28.0
' 3Pfzl:NI:L-LR SYSTEM HYIIRAULIC: AhIAL.Y:-31S
,lOEi TITLL: ARF_A 2
hdODE AI'dALY31S DAIA (COrit'd)
Nf!I?E df ELEVATION NODE TYI'L f'RES3Uf;E P.IESCFiAh'GL='
(f-T) (PSI) (Gf'M)
75 'c.'S_U I<= 8.00 12_6 28.4
:itS 25.U K.= 8_00 13.1 29.C1
37 'c'S_fl I<= 8.00 14.0 2q.9
3L 25 _0 1C= G.OU 1_5.2 3]
- - -
31ia 23.0 - - - - 41.7
4('1 23.0 - - - - lF=,.f=, - -
41 25 _0 K= 8.00 13_1 29.0
42 25.Ct K= =.UO 12-7 `-=-b
45 S_ 0 I( _ B. C1I 1 12.5 28.5
44 25_Cl K= 8.00 12_5 28 - -_i
45 25_0 i<= _.no 12_5
46 25.0 K= 8_00 12_5 2:.5
47 25.0 K= 8.(1(1 12.6 28.5
W; '.'S. 0 I<= _ . 00 l.:i _ 0 2;zI. H
49 25.0 K= 8.00 13.5 29.4
50 25. 0 I<= _I _ CICI 14.3 30 .
jl 25.0 I<- 8.00 15.6 01_5
52 23.0 ni_;
s.; 2::; _ o - - - i;_ . 2 - - -
sn 25_0 i<= 9_00 17.0 53.0
ss 25.0 i<= 8.00 17_0 33_0
56 25.0 I<= 8_00 17.1 33.1
57 25.f) I<= =-DCl 17.3 33 _12
E;,=; 25_0 I<= 0_00 17_7 33.r5
51.=~ :='S.p K= 8_(:10 18_4 34.:i
- - -
C-,0 25. 0 - - 41.9
r;l 23.0 - - - 20.2 -
t,:'. 23. f l - - - 41 _9
6:3 23 _0 - - - - 21.0 - - -
6q 23. 0 - - - - 41 . 9 - -
E6Li 23. 0 - - - 21 _ E, - - -
6t, 20.o - - - - 42.1
67 23 _r_i - - - - 21.7
-
61=. 23. ( l - - 42.2
e':+ 0_ f_l 8t]URC;I= 60.9 1454
70 0. 0 - - - )8.1 - - -
71 o.n 57_1
' SPRSNI<LL.R S1"S1E:M FIYf)1;A111_I.C ANAI..Yr;I:; f'a~1c.S
JiiH TITLE: P,RE:A
PTP[= DATA
f-'7:PE NO_ w(uPM) DIAi7N) LLNGIH PRES3_
E=hID CLEV. NOZ. I'"f C)I:SC_ V(=L_(1-PS) NW(C:) (I T) SUM_
NODES (Fl') (I<) (f;sI) (GPM) F.L__/FT (fSI)
1 l.n,_;.n 2_160 PL 5.1 Pr- 2.2
1 25.0 0.0 15_3 0.0 9.5 120 f L 20_0 F'C 0_'=+
25.0 8.0 12.2 28_0 0.(187 TL 25_1 PV 0_6
2 80.1 2.160 PL 6.1 PF 0_3
? 25_0 8.0 12.2 20.0 7.0 120 F=L 0.0 PE U_(J
:'S.O =_0 11_9 27.6- 0.050 TL 6.1 PV 0.
S 52.5 2.160 PL 6.1 Pr- 0_1
S 2:5.0 8.0 11_9 27.b 4.6 120 FL 0_0 PE 0_0
4 25.0 a_0 11.8 27.4 U.023 T'I._ 6.1 PV 0.1
i 25.0 2.160 PL 6.1 PF 0_0
4 25.0 0.0 11.8 27_4 2.2 120 PL CI.U PL 0_0
5 2S.0 8_0 11_7 27.4 0_006 T'L 6.1 F'V 0_0
5 -2_ 4 2.160 PL 6.1 PF 0.0
5 25 _0 O 11_7 7_4 0_2 120 FL CI_0 f-'E U.t)
6 25.0 11.7 27.4 U.000 TL 6.1 f'V 0_0
r=-29_3 2_160 PL 6_1 PF 0.0
F15_0 I;.O 11_2 27.4 2.6 120 Fl_ U_U f-'E (.l_f_)
7 25_0 0.0 11_5 27_:5 0_UOO TL 6_1 F'V 0.0
7 --57_2 2.160 PL 6.1 PF 0.2
i 25.0 8.0 11 _=I 27.5 5.0 120 FL 0. 0 F'E 0.0
8 25.0 8.1:1 11.9 27_E- 0_027 l"L 6.1 PV 0_2
Ic-:;4_'=+ 2.160 PL r;_]. PF 0.3
_ 25.0 8_0 11.9 27.6 7.4 120 FL D.(l PE 0.0
r+ :'S_Cl 8.0 12 .3 2c:.0 G_O5c. -fl_ E~.I. PV 0_4
9 -112.9 2_lr_,U PL 6_1 f'F D_r.
25.0 0_0 12_0 20.0 9.'=' 120 FL U.ll F''F Cl_0
10 2:5.0 =_0 12.9 ._R.% O.0'=+5 I'I_ 6_1 PV 0_7
10 -141.6 2.160 f'L. 6.1 Pf-" 0.'7;
lU 25_0 B.0 l;_'.':+ 28.7 12.4 120 FL f1.0 PE 0.0
11 2S_0 8.0 13.7 2Q.7 0_144 1L 6_1 f-'V l._0
11 -171.3 2.:160 PL 6.1 PF 1_3
11 25_0 0_0 13.7 29_7 ]S_(J 120 f'L n.f:l f'E 0_0
12 2:5_0 R.11 15.0 :il_(J 0_205 TL_ 6..1 PV 1..':i
121 -2u2_2 2.160 r>i_ 72.f, P-r 25- =
12 25.0 U.U 15_0 31_U 17_7 120 1=1_ 20_I:1 F'f: 0.`-+
1-13 _ U I.l . 0 43.7 0_O Cl :_7,-' l L E, F' V 2.1
-:100_0 5.260 I'l_ 10.0 PF 0_1
23.0 C1.0 15_3 U_U 4_2 120 1 L. I:)_CI PL= (1.(l
1/I 25_f) (1.(7 15.4 (1.f) (1.O12 lL_ 10.0 f-'V f_1_1
' Sf'R:INI:LER 3Y::ST'EM HYUF:P,ULIC AhlCaL YS1:9 I'<_ige 4
,fi)13 TITLL: AREA 2
P7PL I)ATA (cont'd)
P]'F'E NO. i:1(GPM) DI:A(lhl) LE=NG7H PRL-5''-
END LLEV. NOZ_ PT DISC, VCWf=PS) HW(C;) (FT) Sl.1M_
MODES (FT) (K) (PSI) (GFM) F.L_/FT (PSI)
14 1(]0.0 2.160 PL 5.1 PF 2.2
14 23_0 0.0 15_4 0_0 '='.5 120 f=L 2L).0 PL ll.'=+
15 25_0 8_0 12_5 20.0 0.009 TL 25.1 PV 0.61
15 :I1.0 2.160 F'L 6.1 PF C)..:i
is 25_0 ;:.o iz.., 28.0 ;..t 120 r-i_ 0,0 Pc 0.0
16 25.0 8.0 12.0 27.7 0_051 lL 6_1 PV 0.;;
lE. 55.=; 2.160 PL. 6.1 PF 0_1
16 25.0 8.0 12_0 27_7 4_7 120 FL 0.0 PE 0.0
17 25.0 LI_0 11.8 ;_'i.:i 0.024 TL 6_1 PV 0.1
17 ^°i_c; 2.160 PL 6.1 PF 0.0
17 :':.fl =.f:) 11.2 27.5 :'_.-:i 120 F--L. 0.0 PE 0_t]
18 25.0 0.0 11.= 27.5 O.OOE, 7L t,.l PV U.0
1"' -1.7 2.160 PL 6.1 PF 0.0
18 25_0 2_0 11_8 27_5 0.1 120 FL 0_0 f'E 0.0
19 25.0 0.0 11.8 27.5 O.OC)CI TL 6.1 PV 0_0
19 -29.:' 2.I60 F'L 6_1 PF 0_0
19 25.0 'c;.D 11.8 27.5 2_6 120 F=L 0.0 PE 0.0
20 25.0 0_0 11_8 27_L, 0_000 "fL 6.1 PV 0.0
20 --Sr',.? 2_160 F'L 6.1 PF 0-2
20 25.0 8.0 11_8 27_5 5.0 120 FL 0.0 PE 0.0
21 25_0 :.0 12_0 27_7 0.027 TL 6.1 PV 0.:'
21 -04.4 2_160 PL. n.1 PF 0.3
21 25.0 8.0 12.0 27.7 7.4 120 f=L Cl_0 PE 0.0
22 25.0 8.0 12.3 28_1. 0_OSS "fL. 6:1.1 PV O.A
22 -112.5 2.160 Pt_ 6.1 PF a.F;
:'2 25.0 ,.0 12_3 2u,1 '=+_9 120 F"L t:l.tl PE 0_0
2J 25_0 12.9 a_!.= 0.094 TL 6.1 PV 0./2-5 --101_ 2_160 i>L 6..1 PF 0.9
25.0 :.0 12.9 23.= 12_4 1120 F=L. (].lJ PE O.G
24 25.0 8_0 13_8 ."+J o.rn.n TL r,_] PV 1.0
24 -'171_0 2.160 I'I._ r',.1 PF 1.?_
24 25.0 3_0 11.8 29_7 15.0 320 FL O.LI F'E O~Q
25 25.0 8.0 15.0 .>.L_I_) 0.205 TL 6_7 PV 1._!]
2i -t_'rl:._I.) 2_3 bU PL. 72.6 PF 25.=
25 2:5.0 8_0 15_0 _>i_o r,°_i 110 f-L 20.0 PC CI_';+
26 21_0 O.CI 41.7 0.0 0_279 T'L 92.6 f'V
2 t; -202-3 0_250 Pl_ 10.0 I'1= O.U
l..i 25_0 CLU 41.7 Q.(] 1.2 72U FL U.(l F'E O.p
;'r, 25_U U.U 41.7 C>.f.l (J..['lC1p Tl_ 10.0 F'V Cl.tl
' ::;PRI:IyI!LE:I; ::3Y:;1'6P1 i-'Yt?(?;+UI_:1C Atdi;i_.`iA]-:=1 f'a(=ie S
Jill; I I1'L.1=: f,i;EA
''.t f'1::. (?P,l A ; rxi l '
P'IPL Id:i. W(Gl'Pl) C!lA(1N1 LJ_NC.llll I'kl-W
!_NI) L--I-E'd. N9Z. Pl I?:[:;(:. 'd!=L('=1':=S) f{WtC) (;'-I) ;;UI-1_
I'•IOIiG:; il'-I'i (K) (P:.SI) (GPhi) F.L../f-l' (PcI j
27 -217.1 :'i.2r,O PL lU.U I'1= 11./I.
i.:i 22.0 0.0 15.4 U.0 120 1='L. U.CI F'E 0..1.1
22_0 0_0 (l..C)m:i 11_ :.O.U f-'V 1:1.5
112,6 1 c,t_l f-'I_ 6.:1 Pf= 4
-fl 0.(:l 15.= 0.0 7.:='(~ f=_ 2.'U.(1 !-'G 0_'.?
25..0 V.0 12..6 ..,:l IJ.0'.d.'1 IL ..fi_1 I'v Cl.;
84_2 2.160 I'L 6.1 PF 0_
:'k,0 =.I:] ]:'.b 20.4 7.4 170 FL 0.0 I'E 0.0
2•:,.0 A.U 12-2 '----U l).(1h5 I L 6.7 I'V 0./I
:;n 56_2 2.160 PL F,_i Pr- u_2
2"9 25.0 __0 12_2 28_0 %I_q 120 P'L O..f) I-'L= 0_0
30 2"5.0 0.0 12-1 !'_l.iJ26 i"I_. 6.1 I'V 0.2
::il. :'_'='.A 2__ 1F6U I'I_ 6.:1 P( 0.0
30 25.0 c.(:) 12.1 2V.8 2.5 l:<t? 1=L (:1 . G I'fi: 1)..1:1
25.0 0.0 12_0 27_R 0.007 fL. 6_1 I'V 0.0
32 I.l..l 2..160 f'l_ 6.1 I'1=' C).(:l
51 25.0 8.0 12.0 27.0 f']..l 120 1=L U..C''. PE G.CI
32 25.0 0_0 12_0 27_E f)_QOO l'L. t;.l I'V (l.G
;:i .1 2.160 P L 6.1 I'F t:l..f,.)
0-0 22_0 27.9 2.4 12U PL 0_0 I'l:. Cl.f:l
;S 25_0 =.0 12.1, 27.= 0_007 l'I._ 6.1 PV 0.t:1
3[I --:or.l.,'=+ 2.:16U I''L_ 6.1 f'f- Cl_2
31 'S.D =.0 12.1 27.8 /.u 120 F-1_ 0.0 PE 0.0
24 :..ll 0..0 20_0 0.025 TL 6_1 I'V (_l.;_'
.'i", 2_.1F6U !'L 6_1 I'I- 00
34 ,-_5.0 ;,.C) 12.2 20.1'_1 7.:: 120 FL O.l) PL: 0.0
ir 2"5.0 "(.I 12.6 2I:1.4 l1.w TL 6.1 PV ll.,1
56 --113_2 2.1!.,U PL 6.3 P'r' O.c-
:s;j 25.0 X 12.6 29.4 9.7 120 t f- L. 0.0 I'1= 0-0
i'l% (l.ri,
37 -1•at.l_:' 2.160 f-'I_ 6_1 f-'1= ll.'?
;i5.~! =.(.1 l-i_: 2:.0 1:.'-3 120 f-k l1_(1 I''1-. (1.0
07 `_.`"U _'U f'I'U 11.14;' I-I r:,.l f'V I.f'.)
:Slc; -170_3 2_16(I PL 6_1 I>I= 1.:'
.-ii 25.0 8.!1 11.0 14..- 120 1=1_ f)_f! I'I I1.fJ
'i
iF,i.,. .i.l_<_ C:...'!J~i IL l.1 I''V 7..1
.:''i' :'I"l.l 2.160 PL 12.6 PF 25 E,
I: ..1':! FL. Y(1.U I'f tl.'a
0 4 1 . 7 t'I . t ; 0.271 I I._ 92.6 I'v . 1
' SI'I:.1N1<L.I'::I;'. Ci'fill-:l'I i!'(IiN!aIJL Il; AP•IAI..',':;.1.}; f`tit-t r.,
IOL; "I :C I I. L- : F+,I,L-A ,
P1 f'E: IiA'I A f_:,:;ri 1'd:?
i>>P[:. rin. WUPri? O:a.r•,iIri) i_i-riU-rH rr,Fs:.
craD r_LEV_ hiOz. Pr nE:;c:. VFi_(r-PS) HWcr..:, (FI) :SUm.
NU1,iCc.J U"11 !I<? (I'::1') (f:lf'ht) r. _L._iVT (I"'c7)
0,250 ('L :lU.l.l PF U_II
!I 41_7 0_0 2.:=1 I:;:CI F=L (.1.0 I'c 0_c)
20.0 0.0 1 Q1 0. U 0.001 f L 1H.0 I'' Y' 0.11
-32y.7 ;_:_r,l:i I'L _A !'f I1.. ,
27 .,;.[I 0.0 1:5,= 0-0 l:'.. 720 F=l.. 0..0 !'i= D_CI =1U ~'-i.f 1 (.1.I_ ] 16_ - .l~ l7.(:1 I.)_lr9; C II_ 8.5 I'V 1.1
2 Irv_i 2.16u Pi_ _,..i r-t= ,:..F;
/IU .::S.fl 0_0 16.6 0_0 30.4 120 FL ?U..[I PF_ 0_9
41 :'S.CI B_D I3_1 _C1 0.10:= lL 25.1 I''. 0.
a.., 9U.3 2_160 Pi_ F.,_i pr n.Zi
41 ;;'S_Ci 0.0 13.1 2+_0 7.9 120 FL 0.0 PE 0_f)
41: 25.0 :.0 12_7 28_;i 0_063 fL 6_1 I"V C)./I
441 l:,l.f:, 2.16U I'L r;_ 1 ('I' 0_;'
42 25.0 m( l 32.7 28.5 5.4 120 f= L 0.0 f F 0.0
42 25.0 =.0 12.5 5.3 0.031 lL 6.1 PV 0- -
4:5 3:5..:' 2_160 I'L 6_1 PF C1.1
~.0 12.5 2_9 120 F=1. II.U PC-: O..fl
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GRINNELL
HYDRAULIC DESIGN INFORMATION SHEET
NAME-MAtIN Ct'TY MN'1'ER1AL MA~1AGErnEr~T DATE 1; -30-80
LOCATION EA4AtA. tJ
BUILDING. `Au2Ei-ICoSti ~ R EA 3 SYSTEM NO. 2
CONTRACTOR CONTRACT NO.3(c I O ~2 A2
CALCULATEDBY ~-R~R5HE2GER DRAWINGNO. 3 c'i~ 3
CONSTRUCTION: OCOMBUSTIBLE >fNON-COMBUSTIBLE CEILING HEIGHT 26 FT.
OCCUPANCY
APPROVING AUTHORITIES AME"RiCA a 1 SK -lTe
0 NFPA. 13: ? LT. HAZ. ORD. HAZ. GP. ?1 ? 2 ? 3 ~ EX. HAZ.
ONFPA 231 WNFPA231C: FIGURE ~-R CURVE E
Z QOTHER(Specity)
(7 =SPECIFIC RULING MADE BY DATF
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~ AREA OF SPRINKLER OPERATION G d SYSTEM TYPE
FW DENSITY S 9WET ?DRY ?DELUGE ?PRE-ACTION
} AREA PER SPRINKLER ~~ll 7 2 SLPRINKLER OR NOZZLE ~
N HOSE ALLOWANCE GPM: INSIDE MAKE~YR//.InIEC, MODEL ~SSUF
HOSE ALLOWANCE GPM: OUTSIDE~7~ SIZE ('7/3Z K-FACTOR S.~
RACK SPRINKLER ALLOWANCE ~ TEMPERATURE fiATING 2$(0
CALCULATION GPM REQUIRED 20 75• rI PSI REQUIRED TR~E T
SUMMARY isoecuy Lmevoni
% "C" FACTOR USED: OVERHEAD 2 UNDERGROUND _ r 40
P DATA TANK OR RESERVOIR
} DATEBTIME Y CAPACITY
WATER FLOW TEST >ELEVATION
y STATIC PSI rI 2- ELEVATION
j RESIDUAL PSI 0 GPM FLOWING 3 1o WELL~ ELEVATION P OF FLOW GPNI
Q
3
LOCATION
SOURCE OF INFORMATION
COMMODITY CLASS -TE LOCATION
STORAGEHEIGHT 2o AREA AISLEWIDTH
W STORAGE METHOD: SOLID PILED PALLETIZED RACK %
0
Q
p ? SINGLE ROW ZCONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED
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~ ¢
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U
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GRiNNEILGa3Z2Rev. 4 J] PRINTED IN U S A
GRINNELL
CONTRACT N0. SHEET NO Z OF
NAME DATE
LOCATION. \^/AR;=E4ou5E - AR EA A3
NOZZLE FLOYI PIPE FITTING PIPE EQUIV. FRICTION REOUIRED HYD.
TYPE 8 IN SIZE 6 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES
LOCATION G.P.M. EVICES P.5.1./FT Q
p G PT 7z 4
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F-4321 PRINTED IN US.A.
GRINNELL
CONTRACT N0. SHEET NO 3 OF S
NAME DATE
LOCATION W AREAou 5E - AREA
NOZZLE FLOW PIPE FITTING PIPE EOUIV. FRICTION REOUIRED HYD. TYPE 9 IN SIZE 9 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES
LOCATION G.P•M. EVICES P.S.I./FT ~
Q GT PT 1+40.1
FTG. PF
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F-4321 PRINTED IN U.S.A.
GRINNELL
CONTRACT N0. SHEET NO 4OF S
NAME DATE
LOCATION W ARF ROuSE - /'ZRF-A 43
NOZZLE FLOW PIPE FITTING PIPE EQUIV. FRICTION REOUIRED HYD.
TYPE 8 IN SIZE 9 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES
LOCATION G•P•M. EVICES P.S.I./FT ~
Q GT 22 PT
032. 2 TOT• 32 •0pE 3
p LGTF4 'Z PT 1 ,
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p 8. Q=
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• 0 T
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F-4321 PRINTED IN U.S.A.
. GRINNELL
•85 GRAPH
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CONTRACT NO.~'~to ~OZ- A2- SHEET N0. 5 OF -2-
NAME:Twft4 GiTY R IEPIAL M(AtJAr-EMe-NT SYSTEM N0.
ADDRESS~ DATE:
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2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION
City OfEagan
3830 Pilot Knob Road, Eagan Mn 55122
Telephone # 651-675-5675 FAX # 651-675-5694
Requirements: 2 complete se[s of drawings and specifica[ions
cut sheeu on materials and co onents to be used
Date 12 / J / R04
SiteAddress: _ 1200 TRAPP gOAp EAGAN , MN 55121
Tenant / Building Name: I~ ~ R n ~ l, RO N I~ ~h e
The Applicant is: Owner Contractor X Other
PROPERTY OWNER
Address:
City: State: Zip:
CONTRACTOR S I N1 P LEX ~j~ j &E LL MN License No. ~ 1 S
Address: S/I OO NA`j N A N ~N City: M 10 0 F-A Poli? S
State: Mo Zip: S S4 4 2. Phone ~6 3- 36 7 - S600
ESTIMATED COMPLETION DATE: 03 / l ZOOS
FIRE PERMIT TYPE: Sprinkler System ofheads HS2 Fire Pump _ Standpipe
Other:
WORK TYPE: _ New _ Addition ~ Alterations _ Remodel ~
Other: r'`
DESCRIPTION OF WORK: ~ Commercial _ Residential \\LEducatilona
O
ther: Please continue on reverse side
PERMIT FEE: $50.50 Minimum Fee (includes S[ate Surcharge)
Contract Value $ 5'1 00 x .01% _ $ ~`i g50 PermitFee
~
• If Permit Fee is $1,000 or less, add $.50 $ 00 S0 State Surchazge
If Permit Fee is over $1,000, add $30 per
$1,000 Permit Fee
3/4" Displacement Fire Meter - $155.00 $ -
TOTAL FEE: $ 550000
I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with Ihe
Minnesota Building/Fire Codes; Ihat I understand this is not a permit, but only an application for a permi[, and
work is not to start without a permit; that the work will be in accordance with Ihe approved plan in the case of
work which requires a review and approval of plans.
G~EGoRy MoRosl~E~c G~~
ApplicanYs Printed Name Applicant's St ature
y~ DO NOT WRITE BELOW THIS LINE
1
-yA.'IaY~f't`F'14:X -~e
.3~~@ t~. + QP
.I_`,T~t~~.~~fiR t _ . t~`., •t'"~~~'~"P P es l't non '
CO ldlfl0 S O Sll3~G II ''e '
'4' :t ~2s ,~--.5h'.. ~8Y
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"._.~5`_' _!.'-]i•.;: - _
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.;rp•.:-li:4,
2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN
3830 PILOT KNOB ROAD, EAGAN MN 55122
651-675-5675
Date~J~ /.yTCJ./ 3C°~
Site Address l3C5a Unit #
Tenant Name fd a" L',,o-„v l.,l Former Tenant Name
PropertyOwner Telephone#~~
Contractor 5A)z.e ! l" 1 c.vn b n„ Ll^ C
Address `~~'j )Y7'~" 54- City 5,4V96e
State y+^^? Zip 9TJ7W- Telephone #(9S') )07~ a~
License # 37 $3 loM Eapires: ;3/ 7gx3-
The Applicant is _ Owner _ Contrac[or _ Other
Work Type New Bldg _ Modify Tenant Space RPZ PVB New Repau/Rebuild _ Replace
_ Irrigation system Work within public right of-way/easement _ Yes _ No
Rain sensors are reuired on irri ation systems.
Description of Work 4 p,- w 05 65~W
To inquire i ressure Reducing Valve is requiced on new service, call 651-675-5
Meters - Ca11 6 5 1-675-5 300 to verify that hydrosfatic, conductivity, and bacteria [es[s passed prior to oickine up meter.
Irrigalion Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works
Fire Size & Price 3/4" displacement $161.00
Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No
Flushometers _ Yes _ No PRV Required _ Yes _ No
Permit Fee $50.50 mimmum (includes State Surcharge)
~
ContractValue $ x 1% PermitFee
$ Meter(s)
Requued on all new buildings & boulevazd vrieation systems $ Radio Meter Read
~
If permil fee is $1,000 or less, surcharge is $.50 $ D State Surctiarge
If petmit fee is aver $1,000, surclwrge is 5.50 per $1,000 ofthe Permit Fee
Following fees apply only when installing new irrigation system $ Water Pernut
Call Jerry Wobschall at 65I-675-5024 for required fee amounts
$ Treatment Plazu
$ Water Supply & Storage
$ State Surcharge
g Total Fee
I hereby apply for a Commercial Plumbing Peanit and aclaiowledge that the information is complete and accurate; that the work will be in
confoimance with the ordinances and codes of llte City of Eagan and with the Plumbmg Codes, that I understand this is not a pemtil, but only an
apphcation for a pennit, and work is not to sfart without a permit; that the work will be in accordance with [he approved plan in the case of work
which requires a review and approval of plans.
ApplicanPs Pnnted Name ppplicanPs Signat e~
CITY USE ONLY
REQUIItED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final
PLANS SUBMITTED APPROVED BY: . BUQ.DINC INSPECTOR
General Information
• Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00
• RPZ's must be tested every year and rebuilt every five years. Test results should be mailed [o Paul Heuer at the City of Eagan.
• A minimum tee permit per address is required for the following RPZ's: new, rebuild, reuair, remove.
• Water meters include copper hom/strainer, remote wire, and touch-pad meter.
METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP
GPM METERS USE PRICE GPM METERS USE PRICE
1-20 5/8" residential $125.00 4-120 1-1/2" irrigation syst $ 735.00
displacement sm commercial hubine•" Public Warks
mayumum
must approve
continuous meter siu
10
2-30 3/4" lawn irrigation $161.00 4-160 2" turbine ]g irrigation sys[ $ 931.00
marimum displacement residential &
continuous sm commercial production lines
15
3-50 1" displacement very lg res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00
bldg to 24 units 65 units
maximum sm commercial &
continuous & Ig comm bldgs
25 im tion stems
5-100 1-1/2" bldgs 25-64 units $429.00
m)dmum displacement &
continuous most comm bldgs
50
METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP
GPM METERS USE PRICE GPM METERS USE PRICE
5350 3" turbine very Ig irrigation $1,182.00 6-500 4" compouod +300 unit bldgs & $3,563.00
syst & production very Ig comm bldgs
lines
1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00
very Ig comm bldgs very Ig comm bldgs
15-1000 4" turbine very Ig irrigation $2,226.00
9y5c
& production lines
Comments
• To schedule inspection of the inside water line and bacMlow preventer, ca11 65 1 675-5675.
• To airange for water tum-on, call 651-675-5300
ec: Maintenance Drvision Clerical Technician January 2005
~-S 3 3 3 5 0. S o
r 2006 COMMERCIAL;PLUMBING PERMIT APPLICATION
CITY OF EAGAN
3530 PILOT KNOB ROAD, EAGAN MN 55122
651-675-5675
Date/ O/4~
Si[e Address /,~;?00 Tralqo Ral Unit q
Tenant Name 61I- Former Tenant Name
/
PropertyOwner ;~31rd Telephone #(051) /p P~3 -1111
Contrac[or /-Aoo/' e / CQ. ~ C
AddresJs ~ ~ City e State /'7/OA-7e`JdA0, Zip4(5S Telephone#(71931 633'43070
License #.-5 3(p3 I Expires:
The Applicant is _ Owner Contractor _ Other
Work Typc New Bldg Modify Space _ Irrigatlon System"* _ Yes No Work in public o-o-w / easement?
~RPZ _ PVB: New _ Repair/Rebuild _ Replace _ Re ve
Rain sensors are re uired on irri a6on s stems
Description of Work
To inquire if Pmssure Reducing Valve is reqwred on new service, call 651-675-5646
Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to oickine uo meter.
Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works
Fire Size & Price /4" meter 167.00
Domes[ic Size & Type Avg CPM Includes high demand devices? _ Yes _ No
Flushometcrs _ Yes _ No PRV Required _ Yes _ No
Permit Fee $50.50 minimum (includes Statc Surcharge)
Contract Value $ ,J~00 •OD x 1% _ $ Penni[ Fee
$ Meter(s)
Required on all new buildings & boulevard irrieation svstems $ Kadio Meter Read
$ State Surcharge
If oertnit fee is less IAan $1,000, surcharge is S 50
If permic fce is more than SI,000, surcharge is 5.50 far each $1,000 owed.
Following fees apply when installing new lawn irrigation system $ Water Permil
Call the City's Engineering Department, 651-675-5646, for reqwred fet amoun[s
$ Treatment Plant
$ Water Supply & Storage
$ State Surcharge
$ ~~v • ~ To[al Fce I hereby apply Cor n Commercial Plumbing Permit and acknowledge [hat the infortnalion is complete and accura[e, that the work will be in confonnance wi[h the
ordmances and codes of the City of Eagan and with the Plumbing Codes, that 1 understand this is no[ a pemii[, bu[ only an applicanon for a permit, and work is not to
start withou[ a pertnil; tha[ the work wdl be in accordance with the approved plan m the case ofwork w ch requircs a rev w nd approval of plans.
SoN%uL coaq Y
ApplicanPS Printed Name Ap licanY Sig mre
.
CITY USE ONLY
REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final
PLANSSUBMITTED APPROVED BY: BUILDINGINSPECTOR
General Information
• Radio Meter Read (required on all new buildings. Boulevard irsigation systems may require a radio read -$141.00
• RPZ's must be [ested every year and rebuil[ every five years. Test results shouid be mailed to Paul Heuer at the City of Eagan.
• A minimum fee pennit per address is required for the following RPZ's: new, rebuild, re air, remove.
• Water meters include copper hom/strainer, remo[e wire, and touch-pad meter.
METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP
GPM METERS USE PRICE GPM METERS USE PRICE
1-20 5/8" residential $130.00 4-120 1-112" iiiigation syst $ 827.00
displacement or turbine•' public Works
maximum small commercial must approve
continuous meter size
10
2-30 3/4" lawn irrigation $167.00 4-160 2" turbine large irrigation $ 1,040.00
maximum displacemen[ residential system &
continuous or production lines
15 small commercial
3-50 I" displacement large residential $210.00 1/4 to 160 2" compound bldgs over $ 1,962.00
bldg to 24 units 65 units
maximum small commercial &
con[inuous & large comm bldgs
25 irri ation s stems
5-100 I-1/2" 25-64 unitbldgs $515.00
maximum displacement &
wntinuous most comm bldgs
50
METERS REpU1R1NG 30-DAY ADVANCE NOTICE PRIOR TO PICK UP
GPM METERS USE PRICE GPM METERS USE PRICE
4" compound +300 uni[ bldgs $3,864.00
5-350 3" turbine very large imgation $1,394.00 F
system & produc[ion & very large
lines comm. bldgs
pound +400 unit bldgs $6,436.00
I/2-320 3" compound +200 unit bldgs $2,516.00 6" com
very large very large
comm bldgs comm bldgs
I 5-1000 4" turbine very large $2,495.00
irriga[ion systems
& production lines
Comments
. To schedule inspection of the inside water line and backtlow preventer, call 651-675-5675.
• To arrange for water tum-oq call 651-675-5200.
cc: Utiliry Drvision $ystems Analyst January 2006
City of Ea�all
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
JUL 2.8 IEt
Use BLUE or BLACK Ink
Permit*: {5``�
Permit Fee: � ggi✓'
Date Received:
Staff: ll�s
CU
2010 COMMERCIAL BUILDING PERMIT APPLICATION f/�
Date: (00,OP Site Address: !
Tenant Name: 1 % t&g.7.1 l� e
(Tenant is: New / Existing) Suite #:
Former Tenant:
PROPERTY OWNER
Name: 137)2,D i 27a..), Phone: 65 -116e -3.—i 1J
Address/City/Zip: _ ♦ ''P P.I
Applicant is: Owner Contractor
TYPE OF WORK
Description of work: 414) Mia---°" i—. 1. -1c -r; i27tPAciDt /a -x-,
1 T7't/) gm srr; 24/ -D7-u
Construction Cost:j),C>
CONTRACTOR
Name:P,. , (: a 1 c License #: 794.8
8
ss
Address: 3Z A/City: Zii'5 , --1,
State: ,-% Zip: 57c Phone: 95 51ZZ— 5:571---
Contact'/1W) Email: t,g'•.,E'rF, 169,-1 ei
ARCHITECT /
ENGINEER
Name: 14' l`-- + )64D Registration #: , l
Address://7 ... ..�%,6 - 'D City:
State:MK) Zip: CS -4W° Phone: , 9 z.d-'-,-ZZ
Contact Person:..)41,p 14 ,5 Email: .12319,14 e4.14-1)/(7-1-1 • 3/ 7--
Licensed plumber installing
new sewer/water service: ✓v Phone #:
0 l n and supporti gdoc r cents it at frau submitace consrdered t Abe public f t ton. `onions of
th r formate n may a lassrfred as non puboc tf you provide sspecific reasons that would permit the City to
ude., h t e r axe. frac e.se rets..
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and
codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit; that the work will be in accordance with the approved plan in the case of work which r quir s a revieand approval of plans.
x 2 1Z'
Applicant's Printed Name
Applicant's Si. nature
Page 1 of 3
140 DO NOT WRITE BELOW THIS LINE
OD Rd
SUB TYPES
Foundation
Apartments
Lodging
Miscellaneous
WORK TYPES
New
Addition
Alteration
Replace
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25%_ 100%
Census Code
# of Units
Public Facility
✓ Commercial / Industrial
Greenhouse / Tent
Antennae
Interior Improvement
Exterior Improvement
Repair
Water Damage
243, oco "-°
D
# of Buildings (
Type of Construction TL • 6
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: _Decking Insulation
✓ Framing
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
Ice &Water Final
Fireplace: _Rough In _Air Test _Final
Insulation
Meter Size:
Accessory Building
Exterior Alteration—Apartments
Exterior Alteration—Commercial
Exterior Alteration—Public Facility
Siding Demolish Building*
Reroof _ Demolish Interior
Windows Demolish Foundation
Fire Repair Salon Owner Change
*Demolition of entire building — give PCA handout to applicant
(U pf Ll $4 L7hb Al2-f k e Lf
,F•1,S'), S•Z, MCES System
Zoo7 M566 SAC Units • 0 i trio GN -A -t sGE. ti4 U5, a¢. oCC- Lb .
— City Water
2 Booster Pump
PRV
Fire Sprinklers
Sheetrock
,/ Final / C.O. Required
Final / No C.O. Required
y' Other: F tl S-05pp11 C
Pool: _Footings _Air/Gas Tests _Final
Siding: _Stucco Lath _Stone Lath Brick
Windows
Retaining Wall
Erosion Control
Final C/O Inspection: Schedule Fire Marshal to be present: Yes No
Reviewed By: Cr/A-14. , Building Inspector
Reviewed By:
, Planning
COMMERCIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
S&W Permit & Surcharge
Treatment Plant
Treatment Plant (Irrigation)
Park Dedication
Trail Dedication
Water Quality
Water Quality
Water Supply & Storage (WAC)
Storm Sewer Trunk
Sewer Trunk
Water Trunk
Street Lateral
Street
Water Lateral
Other:
TOTAL
33. So.B�
Page 2 of 3
‘*
city or Eaall
Date:
Tenant:
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
(10
r;ECrEIVED
�pgOl i _,
APR 1 9 7011
Use BLUE or BLACK Ink
Permit Fee:
5:00
Date Received: L/- f % " 1/
Staff:
011 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION*
X// Si Address: l ZOO / ry,
7 (fico-1A—C 4t_,
1
Suite #:
PROPERTY OWNER
Name:
Address / City / Zip:
Phone:
Applicant is: Owner Contractor
TYPE OF WORK
Description of wor : /(-�i .4 t ., " l`
Construction Cosi/5-00,0E) Esti ated Completion Date: �`// /gyp 1
CONTRACTOR
Name: p�(� /64C- L n
G�'Nfy/`�"�l`�p License #: �!S
Address/►5'44X /( ��-e_. City: / 1 m UZ
State: Mid Zip: 5:5ND- `7 D'" Phone: 163—.S6 7-55o b
Contact:
Email:
FIRE PERMIT TYPE pp
Sprinkler System (# of heads b )
Fire Pump Standpipe
Other:
WORK TYPE
New
Alterations
Other:
Addition
-!Remodel
DESCRIPTION OF WORK:
Commercial Residential _ Educational
FEES
$55.00 Minimum (includes State Surcharge) OR
- If the Permit Fee is less than $10,010, surcharge is $ 5.00
- If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1.000 Permit Fee = $ JP
(i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge)
Contract Value $
=$
50,0-0
3/4" Displacement Fire Meter - $204.00
x 1%
Permit Fee
Surcharge
TOTAL FEE
$ Fire Meter
$ —
TOTAL FEE
*Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that 1 understand this is not a permit, but
only an application for a permit, and work is not to start without a permit; that the work will be in ac ordance with the approved plan in the case of work
which requires a reviewnd approval of plans.
x
Applicant's Printed Name
x
Applica
's Signature
gag
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. mvw.gopherstateonecail.orq
'FOR'OFFICE t1S E
REQUIRED 1NSPECT!
Hydrostat
Flow Alarm
Pump Test
10City of hp
Use BLUE or BLACK Ink
For Office . e
Permit #:
t Permit Fee: p CJ W
3830 Pilot Knob Road I
Eagan MN 55122 �j �fr�l Date Received:
Phone: (651) 675-5675 Z 5-i-- (� Staff:
Fax: (651) 675-5694 QO �1 vrti I
2011 COMMERCIAL PLUM ING PE IIT APPLICATION
Date: q * t I Site Addr s: ) a ` (i 1 tI/t
Ica
�7� ^ n P P
Tenant: I 1 `'/ Cl V 1 I I 1
Suite #:
PROPERTY
OWNER
Name:�1� °�` Phone: s �JP�V
Lo �J 3 z O�l3_
CONTRACTOR
Name: l tlk l Chari; i nse #: i O l 13 L
Address:
✓' (,3}I U4): J V P State Zi
2 zr n /� 1 /i`,,p:
Phone: l jZ3 5 3 , kD�Email: r'�% 1� l.Qf kTG 1` -16ni (Lai
TYPE OF
WORK
New Replacement_
Rep��ai''r^^t`�)Rebuild _ Modify Space _Work in R.O.W.
x�''7�7( t'f 'r,(�YJt�ll l
_ _
Description of work:
PERMIT TYPE
COMMERCIAL "
r ---irrigation System (
_ New Construction _ Modify Space
✓yes / no) ( 1 RPZ / _ PVB)
_
• Rain sensors required on irrigation systems
• Avg. GPM (2" turbo required unless smaller size allowed by PublicWorks)
Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter.
Domestic: Size & Type Fire: 1
Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No
COMMERCIAL FEES:
$55.00 Minimum (includes
State Surcharge)
on ALL new buildings and
than $10,010, the surcharge
$10,010, the surcharge increases
Permit Fee requires a $5.50
OR Contract Value $ x 1%
Required
- If the Permit Fee is Tess
= $ 56. 00 Permit Fee
boulevard irrigation systems 4 $ Radio Meter Read
is $5.00 $ Meter(s)
- If the Permit Fee is >
by $.50 for each $1,000 Permit Fee $ - ---- ' • On State Surcharge
(Le. a $10,010-$11,000
surcharge) ,
Following fees apply when installing a new lawn
Contact the City's Engineering Department, (651) 675-5646,
irrigation system $ Water Permit
for required fee amounts. $ Treatment Plant
$ Water Supply & Storage
$ State Surcharge
//''
= $ TOTAL FEE CJ
CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, an,' ork is not to start ithout a permit; that the work will be in
accor a ce with the approv Ian in the case of work which requires a review and app •1�.I of plans.
-- b...,J, X 0'1e esc . lb
Ap • licant s ignatur
Applicant's Printed Name
FOR OFFICE USE Approved By:
Date:
Required Inspections: _Under Ground `'_Rough -1n Air Test _Gas Test _Final PRV Required: _ Yes
Page 1 of 3
401'
CityofEaaail
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
RECEIVED
DEC 2 0 2011
Use BLUE or BLACK Ink
For Office Use
Permit #: /0-7
Permit Fee:
-.%5:).c")
Date
Date Received:
Staff:
2011 COMMERCIAL FIRE ALARM PERMIT APPLICATION* 0116164/�--
^^t�Qsc� �<
Date: -O(� Site Address: �C �t- I t 2t►n 1
Tenant: 1 i 0.D A C_.
Name:
Phone:
Suite #:
Address / City / Zip:
Applicant is: Owner Contractor
Description of work: 12.2_ n y <
Construction Cost: 7.I t
Estimated Completion Date:
Name: a 6ttrr'C.t P License #: C S Cej7
Address: t it rt RC ►D
State: Mt.) Zip: SS t%.s—
Contact:
DESCRIPTION OF WORK:
New
Addition
Alterations
City:
Phone:
Email: Gt`c a -G tN-5'5 C-' Heit
Remodel
(' Other: pIu-cry... euxt-e_rv-
Commercial
Residential
Educational
FEES
$55.00 Minimum (includes State Surcharge)
- If the Permit Fee is less than $10,010, surcharge is $ 5.00
- If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee
(i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge)
OR Contract Value $ x 1%
_ $ Permit Fee
_ $ �--Surcharge
= $ —S a SS)TOTAL FEE
*Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City ofEa an and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for
a permit, an rk is not to start with a permit; that the work will be in accordance with the - proved plan in the case oma: which requires a review
and appy of plans.
A 1,3 .i
A • • lir ant's Printed Name
Date:
City of Eaall
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
Tenant:
pleffros
RECEIVED
FEB 1 0 2012
f%
04- -to
Use BLUE or BLACK Ink
For Office Use
Permit #:
10i917-1
Permit Fee: (C2c).
Date Received:.
Staff:
2012 FIRE SUPPRESSION SYSTEMSQPERMIT APPLICATION*
/
7 1a !
Site Address: 4 7r4, -fp I r p '"ted E�' 4k', MA/
111
rU 4 Lrokkir' Suite#:
Name: Bi cfr Cron i'1 /ivticI4 rew2tic Phone: ‘.51 6 g3 - 0 0 00
1.200 -1,,PP Rd c7w, SSid
Address / City / Zip:
Applicant is: Owner Nt Contractor J
c S1r,�itier1 's, 11.1044-‘.. (71. Se-,Wiw hos
Construction Cost: latoo Estimated Completion Date: (1/1)—
Description of work:
Name:
Address:
State:
ci-0 0 N.fi ' LAAl 4loo
Ala Zip: SS4'1
Phone:
Contact: J �Y(/°n� S�`'&` Email:
FIRE PERMIT TYPE
t✓ Sprinkler System (# of heads 10 )
Fire Pump
Other:
Standpipe
DESCRIPTION OF WORK: ✓ Commercial
License #:
763 -367 -'Soot)
City:
Residential Educational
FEES
$60.00 Minimum (includes State Surcharge) OR
- If the Permit Fee is less than $10,010, surcharge is $ 5.00
- If the Permit Leg is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee
(i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge)
Contract Value $ x 1%
_ $ 60,00 Permit Fee
Surcharge
TOTAL FEE
_$ 5.00
_$ 65,00
3/4" Displacement Fire Meter - $231.00
=$
Fire Meter
= $ TOTAL FEE
*Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used
I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but
only an application for a permit, and work is not to start without a permit; that the work will be in accofdan e with the approved plan in the case of work
which requires a review and approval of plans.
xrpti
Applicant's Printed Name
is Signature
I z,00 "Fr, re RcI
/6 2-7 ? -2_
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage.
CaII 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq
443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651) 284-5005
St. Paul, Minnesota 55155 1-800-DIAL-DLI
www.dli.mn.gov LABOR INDUSTRY TTY: (651) 297-4198
8/14/2013
APPROVED FOR USE
Bird & Cronin Inc Attn Rupa Ryan
1200 Trapp Rd
EAGAN, MN 55121
S GER Elevator ID# ELV-1012704
e: 1
RE: Nam:
Dear SMinnesota Statutes Chapter 326B provides that the Depar
tment of Labor and Industry, Construction Codes &
Licensing Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before
they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your
facility and determined it meets requirements of the Minnesota Elevator Safety Code.
NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and
Escalators does not necessarily assure compliance with the Americans With Disabilities
Act of 1990.
NOTE THIS APPROVAL APPLIES TO WORK PERFORMED BY METRO ELEVATOR.
ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNUAL RENEWAL OF THE OPERATING
PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the
ASME A17.1 and the ASME A17.3. Frequencies for the required tests can be found in Chapter 1307 of
the Minnesota State Building Code. Failure to maintain and perform the required tests may result in
revocation of the annual operating permit. Operation of an elevator related device without a valid
operating permit may result in an issuance of a "stop order" from the department and possible penalty of
up to $10,000. For more information see our website at: http://www.dli.mn.gov/CCLD/Elevator.asp
Sincerely,
CONSTRUCTION CODES & LICENSING
-
Tim Warren
State Elevator Inspector
c: METRO ELEVATOR INC
Dale Schoeppner, City of Eagan Building Official
ElFormCE2
This information can be provided to you in alternative formats (Braille, large print or audio).
An Equal Opportunity Employer
� Use BLUE or BLACK Ink
r________________^
I j,� --? /
I For Office Use �
� G'nl,�fi-- �.,1�.L� ��� � Permit#: f � ���� I
Clt of �� a� 6
y � � �s� � �
� I Permit Fee: �
3830 Pilot Knob Road i I
Eagan MN 55122 � . � `�'� �-- � �
Phone: (651) 675-5675 � 1��9. 2`� �` `` i Date Received: � � � i
�r,.�
Fax: (651) 675-5694 "` � � �
� Staff: �
��y �-----------------�
2014 COMMERCIAL BUILDING PERMIT APPLICATION
Date: ��—/J`� Site Address: /� T�);� � fTC.���yi�N , �/(/ v�j��Z.�
Tenant Name: �//'"�i �' l�Cl�/l.�i� �i'7� , (Tenant is: New 1 �Existing) Suite#:
Former Tenant:
Name:_���( /'D/✓/�U .�!/I�. Phone: �PJ��/��'��Q���(�
,
Property Owner Address�City�Zip: 2..O d %r ' � 5J'rl2�
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Applicant is: Owner ✓Contractor
Type of Wot'k Description of work: �,�ye. Ctno��'.[��aosQ �.��,�/1"",2,�rL�f,�,�S�—/�i�
Construction Cost: �2.. 5 v�� ��'��'�. ��'�m
Name: �D/�C°_/1 /�/G�I�e�� License#: G._.O
Contractor Address: /���D 2//��U� /V�r� city: �/�.�,��,
State:�/ Zip: � hone: Ll�fi� " ��9 "2�9�
Contact: D S Email: �"DD �� ��� G07
me: • �� � Registration#:
� ����
Architect/Enginee
Addre : c� � -1 ity: �
��� �State: Zi ������ ��� Phone:
P�_ ' �
Contact Pe n: mail:
Licensed plumber installing new sewer/water se ' Phone#:
NOTE:Plans and supporting documents that you submif are considered to be public information. Portions of `
the information may be classified as non-public if you provide specific reasons that would permit fhe City to
' conclude that the' are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and
codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a
permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans.
x �O/�.G� //lPJSC/✓ x
ApplicanYs Printed Name Applicant's Signature
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DO NOT WRITE BELOW THIS LINE
SUB TYPES
_ Foundation Public Facility Exterior Alteration-Apartments
_ Commercial/Industrial _ Accessory Building �Exterior Alteration-Commercial
_ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility
Miscellaneous Antennae
WORK TYPES
_ Nev�r _ Interior Improvement Siding Demolish Building"
_ Addition Exterior Improvement � Reroof Demolish Interior
_ Alteration Repair Windows Demolish Foundation
_ Replace _ Water Damage _ Fire Repair _ Retaining Wall
_ Salon Owner Change *Demolition of entire building-give PCA handout to applicant
DESCRIPTION
Valuation ���aG� Occupancy �� MCES System -�""°
Plan Review j'lo Code Edition ---- SAC Units `---
(25%_100%� 4--'—'� Zoning _ City Water �`
Census Code ------ Stories Booster Pump
#of Units -----�-- Square Feet PRV �'
#of Buildings ._-------- Length ---> Fire Sprinklers —
Type of Construction �--- Width -�—"'"
REQUIRED INSPECTIONS
Footings(New Building) Sheetrock
Footings(Deck) Final/C.O. Required
Footings(Addition) � Final/No C.O. Required
Foundation Other:
Drain Tile Pool: Footings _Air/Gas Tests Final
� Roof:_Decking _Insulatioa__Ice&Water Final Siding:_Stucco Lath _Stone Lath Brick
Framing Windows
Fireplace:_Rough In _Air Test _Final Retaining Wall
Insulation Erosion Control
Meter Size:
Final C/O Inspection: Schedule Fire Marshal to be present: Yes '�No
Reviewed By: !`��� �" , Building Inspector Reviewed By: , Planning
COMMERCIAL FEES
Base Fee J � ��'. �.� Water Quality
Surcharge (� rj . �(� Water Sampling Fee
Plan Review Water Supply 8� Storage (WAC)
MCES SAC Storm Sewer Trunk
City SAC Sewer Trunk
S&W Permit& Surcharge Water Trunk
Treatment Plant Street Lateral
Treatment Plant(Irrigation) Street
Park Dedication Water Lateral
Trail Dedication Other:
Water Quality TOTA� /�S �y-, �
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