HomeMy WebLinkAbout1994-006531 - sprinkler system PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66
Permit Number:
Crystal Bay, Minnesota 55323 y -
(612) 473-7357 Date Issued: 1 c 1 !° �•
SITE ADDRESS: go' '
DESCRIPTION:
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REMARKS:
FEE SUMMARY: _
F i t.L R t , i T I_Nt
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CONTRACTOR: - . if• - OWNER:
X.
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS
SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF
L_
ORONO ORDINANCES AND ':NATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
s D �1
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
C J
CITY OF'OROr4O
APPLICATION FOR FIRE SPRINKLER SYSTEM PERMIT
COMMERCIAL
GENERAL INFORMATION
1. You may apply for sprinkler system permits by mail (P.O. Box 66,
55323) or in person at the City offices (2750 Kelley Parkway). Submit plans for review
with this application. Plan review will require a minimum of seven days for staff
review.
2. PERMITS ARE NOT VALID UNTIL YOU RECEIVE A PERMIT. WORK MU$T
NOT BEGIN UNTIL THE PERMIT CARD IS POSTED ON THE JOB ,SITE.
3. When any new construction or remodeling is involved, a separate building permit must
be obtained.
4. All work must be done in accordance with State Building Cade requirements and NFPA
13.
5. Three (3) sets of working plans shall be submitted for approval to the authority having
jurisdiction before any equipment is installed or remodeled. Deviation from approved
plans will require permission of the authority having jurisdiction.
6. You shall have the plans approved and stamped and the letter of recommendation from
either the I.S.O., Factory Mutual, or Industrial Rask Insured before a permit is issued,
7. All work must be inspected (rough-in and final). Call 473-7357.
24-Hour Notice Required
INSTRUCTIONS Complete all items on this application. Sign and date the credential
certification. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. If you have
questions, call 473-7357. You will be notified by phone when the permit review is complete.
Permit will be issued to contractors at the City offices (2750 Kelley Parkway).
Please check one: New _ Addition Remodel X Replace
JOB SITE wy 12 & Co. Rd. 6
Owner's Name Cliff_ O t t en Telephone Number
Mailing Address Ot.ten Bros - 2.350 W. Wayzata Blvd. Lotig Lake, MN 55356
Sprinkler Contractor's Name Sentry Firc Pr_otectio i 'Telephone Number 61.2-658-4483
Contact Person
Mailing Address 4439 Hwy 12 S.W. , PO.Box 69, Waverly. MN 55390
f,LASSEFICATI()N OF OCCUF NCIES
Light Hazard X Ordinary Hazard (Group 1)
Ordinary Hazard (Group II) Ordinary Hazard (Group TIT)
High-Piled Storage Nigh Rise Building Extra Hacard
WATER SUPEL_Y
Static PSI Residual PSI
Hydrant Flow Test
Tank: Size
Well: Size
Other: Pump, & Tank
SYSTEM TYPE
Wet X Dry Deluge PreAction .
Year of Orifice Temperature
Make Model Manufacture S'7e Quantity _iiating -_
S inkle o
M Vikin& 1/? __ __ 155°
TOTAL
Alarm Device Maximum Time to Operate Thru Test Pi
_ I vi2e Make Model min. Sec.
Alarm Valve/
Fl w Indicator Notifier WFD 4
HyDRALMIC CALCULATIQN Design Data: GPM/Sq. Ft.
Density .1
Area of Application: 1500 Sq. Ft.
Coverage per Sprinkler: 168 Sq. Ft.
No. of Sprinklers Calculated: 11
Total Water Required: 168
Sprinklers only
PE�Mrr E cA .cvLATION
1. 1.25% of Contract Price* or Minimum Fee ($35.-0)l
15*000 x .0125 S 187.50
(contract price)
2. State Surcharge. ** Add the State Building Codc Division
Surcharge to each permit. 151000-00 x .0005 $ 7-50
or $.50, whichever is greater (contract price) $ 1.50
3. Postage and Handling. (Only mail-in applications) $ 196.50
4. TOTAL PERWT FEE (Add lines 1-3 above)
" CONTRACT PRICE or JOB COST means the actual or estimated dollar atuvunt charged for the permitted
work including materials, labor, profit, and other fixed costs. It is the amount to be charged to the
customer for the work done. If any material, equipment, labor, or installation are furnished by the owner,
tenant or any other parry the reasonable market value of such items must be added to the estimated cost
or contract price for permit fee purposes. In the event that there is a dispute on the amount of the fob cost,
the City may request the submission of a signed copy of the actual contract.
*" The STATE SURCHARGE is .0005 of the contract price tinder $1,000,000 or 5.50 - whichever is
greater. For valuations over $1,000,000 call the Department of Inspectional Services for rhe price.
The undersigned hereby applies to the City for issuance of a Sprinkler System Permit, agrees
to do all work in strict accordance with the ordinances of the City and regulations of NFPA 13,
and certifies that all statements made on this application are complete, true and correct.
Date
Applicant
Dace
Approved
U MW ' FIRE PROTECTION INC.
4439 Hwy. 12 SW, P.O. Box 69 Waverly, Minnesota 55390 612-658-4483 Fax#:612-658-4921
September 29, 1994
SEP 3 1994
City of Orono
445 Willow Drive C "`
Long Lake, MN 55356
Attention: Lyle
Re: Cliff Otten Bldg.
Co. 6 & Hwy 12
Orono, MN
Gentlemen:
Enclosed are 3 sets of sprinkler plans and calculations showing
the system to be installed at the Day Care Center.
The system is to be supplied from a 2625 Gallon tank with a fire
PUMP-
The pump is a 150 G.P.M. at 45 P.S.T_.
The system is designed to provide .1 G.P.M. per sq. ft, for the
most remote 1500 sq. ft.
The attic si protected by an Anti-Freeze system and is designed
to provide .1 G.P.M. per sq. ft. for the most remote 1.500 sq. ft.
Sincerely,
`John J. Weber
JJW/mm
ORONO COPY
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FIRE PROTECTION INC.
Highway 12 West, P. 0. Box 69 Waverly, Minnesota 55390 612-658-4483
HYDRAULIC DESIGN INFORMATION SHEET
NAME ' Gtr\GF- O-1 IEA-i.. — DATE ? Z2-9
LOCATION 1 Z- d- GTK R-O f& 0 fZoa, 0 rti�,j
BUILDING 4--TT-\A.- A2:M *I--I- SYSTEM NO.
CONTRACTOR CONTRACT NO.
CALCULATED BY 32 w-ks w'IEZ E-2 DRAWING NO.
CONSTRUCTION: COMBUSTIBLE ❑"NON-COMBUSTIBLE CEILING HEIGHT FT.
OCCUPANCY
; ❑ NFPA 13: ❑ LT. HAZ. ;,ORO. HAZ. GP: ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ.
ZZ ❑ NFPA 231 . ❑ NFPA 231C: ' FIGURE CURVE
C7 ❑ OTHER (Specify)
W C] SPECIFIC RULING MADE BY DATE
O '
W
AREA OF SPRINKLER OPERATION /� O SYSTEM TYPE
F- DENSITY WET 0 DRY DELUGE C3 PRE-ACTION
N
q AREA PER SPRINKLER SPRINKLER OR NOZZLE ,. . .: .
HOSE ALLOWANCE GPM ���INSIDE MAKES-E�-��et-'� MODEL V
HOSE ALLOWANCE GPM: OUTSIDE SIZE 3L K-FACTOR
RACK SPRINKLER ALLOWANCE TEMPERATURE RATING Zit
CALCULATION GPM REQUIRED ..I lig - PSI REQUIRED 3S, AT.BASE OF RISER.
SUMMARY "C" FACTOR USED:
OVERHEAD- /Z.o UNDERGROUND y
' WATER FLOW TEST ? PUIUP nATA TANK OR RESERVOIR
y DATE & TIME ''' RATED CAPACITY 1'10 CAPACITY
a STATIC PSI AT PSI ELEVATION
C AESIOUAL PSI ELEVATION >= +�► FL
y GPM FLOWING WELL
W ELEVATION PROOF FLOW GPM
H
3 LOCATION
SOURCE OF INFORMATION
COMMODITY CLASS LOCATION
W STORAGE HEIGHT AREA AISLE WIDTH
< STORAGE METHOD: SOLID PILED % PALLETIZED % RACK
Q
G� ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED
} ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ❑ NON-
p' ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED
O Y
< FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING
O LONGITUDINAL TRANSVERSE FT. IN.
HORIZONTAL BARRIERS PROVIDED
Pump is guaranteed for one set of .conditions. Performance
guarantees are ' based on . •
cold, fresh water at sea level and. at 'a temperature of not
Mi. --avp-r—RSO. Enr angrat-inn in dAshpd a rpl - annalilt fantory.
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SIZE fk TYPE 4 x 3 INLINE RPM 3520 REF E E AREA 11.79 SQ. IN
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HYDRAULIC CALCULATIONS
--- OUTLET TABLE ---
OUTLET # K-FACTOR PRESSURE FLOW ELEV . (FEET) MIN. FLOW
1 4 . 240 9 . 238 12 . 89 18 . 00 12 .80
2 4 . 240 9 . 399 13 . 00 18 . 00 12 . 80
3 4 . 240 9 . 985 13 . 40 .18 . 00 12 .80
4 4. 240 10 . 584 13 . 79 . 18 . 00 12 . 80
5 4 . 240 11 . 628 14. 46 18 , 00 12 .80
6 4 . 240 9 . 112 12 . 80 18 . 00 12 .80
7 4 . 240 9 . 271 12 . 91 18 . 00 . 12 .80
8 4. 240 9 . 849 13 . 31 18 . 00 12 .80
9 4. 240 10 . 440 13 . 70- 18 . 00 12 .80
10 . 4. 240 11 . 472 14 .36 18 . 00 12 . 80
. 11 4 . 240 15. 686 16 .79 18 . 00 12i80
12 4. 240 15. 94916.93 18 .00 12 .$0
4 -
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F
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HYDRAULIC CALCULATIONS
PIPE TABLE
- x
FRICTION . VELOCITY
' ` ' �FRICTION
PIPENO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND
1 1 . 380 10.`63 12:$9 120 0 .01520 . 161 2 .8 .
Z 1 . 380 ,410: 63 25:88 : 120 0 . 0552 0 . 586 5.6
3 1 . 610 10. 63 39.28 120 0 . 0563 0 . 598 6 . 2
4 1 . 61041.0 . 63 53.'08 ;120 0 . 0983 1 . 044 8 . 4
5 1 . 610 :x,29 . 00 :67. 54 ",120 0 . 1535 4. 451 10 . 6
. 6 1 .380 '10 . 63 12 : 8;0' , ,`t 120 0 .0150 0 . 159 2 . 7
7 1 . 380 '1 0 . 63 25. 71 ' 120 0 .0545 0 . 579 5. 5
8 1 . 610 10 .63 39 .02 120 0 . 0556 0 . 591 6 . 1
9 1 . 610 10 . 63 52 . 72 120 0 . 0971 , 1 . 031 8 ..3
10 1 . 610 34 .00 67 .08 120 , 0. 1516 5. 153 10 . 6
11 1 . 380 10 .63 16 . 79 120 0 . 0248 0 . 263 = 3 . 6
12 1 . 610 60 . 00 33 . 73 120 0 .0425 2 . 549 5. 3
13 2 . 067 12, 00 67 . 54 120 0 . 0455 0 . 545 6 . 5
14 2'. 067 11 . 50 134.61 120 0 . 1628 1 .873 12 . 9
15 2 . 067 3 . 00 -168 . 34 120 0 .2463 0 . 739 16 . 1
16 3 . 068 95. 00 168.34 120 0 . 0360 3 . 418 7 . 3
17 3 . 026 30 . 00 168 .34 � 120 '0 .0385 1 . 154 7 . 5
18 2 . 750 84. 00 168 . 34 ' 140 0 . 0461 3 . 872 9 . 1
19 2 . 750 0 . 50 168 . 34 140 0 . 0461 0 . 023 9 . 1
20 2 . 750 0 . 50 158 . 34 140 0 . 0461 0 . 023 9 . 1
WATER 6 . 2 dist . by Fire Sprinkler. Consultants . (913 )722-FIRE
Copyright (C) 1979-91 by Lin McCool
Licensee - SENTRY FIRE PROTECTION , INC. - Waverly , Minnesota
HYDRAULIC CALCULATIONS
--- ROUTE NO. 1 DESCRIPTION ---
Q-ADD DIA --T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
------------------------------
OUTLET 1 12 . 89 1 . 380 0 10 . 6 10 .97
K=4 . 24 0 . 02 0 0 0 .00 - 1 . 74
PIPE 1 12 .89 120 0 10 . 6 0 . 16 9 .24
OUTLET 2 13 . 00 1 . 380 0 10 .6. 11 . 14
K=4 . 24 0 .06 0 -- 0 0 .00 1'.74
PIPE 2 25. 89 1200 ;:10 . 6 0 . 59 9 .40
-------------------- -- . - - --_- -----
OUTLET 3 13 . 40 1 .610 0 10 .6 11 .72
K=4. 24 0 . 06 Q 0 0 .00
-'1 .74 .
PIPE 3 39 .28 120 0 10 .6 0 . 60 9 .99
---------------------------------------------------------------------------
OUTLET 4 13 . 79 1 . 610 0 10 .6 12 . 32 `
K=4. 24 - 0 . 10 - 0
0 0 . 00 =1 .74
PIPE 4 53 . 08 , 120 0. .;1.0 . 6 ; '1, .04. :.10 .58
OUTLET 5 ' 14.46 --J.610 1 17:.0 13.36 7-
K=4. 24
K=4. 24 0 , 15 1 ':12 0 .00 1 . 74
..... ... . .
PIPE 5 67 .541:'-. 120
, �0 29 . 0 =4. 45 :11 .63
REF . 901 0 . 00 2 . 067 0 12 . 0 17 .82
0 . 045 0 0 0. 00
PIPE 13 67 . 54 120 0 12 . 0 '0 .5a
REF 902 67 . 08 2 . 067 0 11 . 5 18. 36
0 163 0 0 0 . 00 ,
PIPE 14 134 . 61 120 0 . 11 . 5 1 .87
---------------------------------------------------------------------------
REF 903 33 . 73 2 . 067 0 3 . 0 20 . 23 1
0 . 246 0 0 0 . 00
PIPE 15 168 . 34 120 0 3 . 0 0 .74
--------------------------------------------------------------------------- .
REF 904 0 . 00 ,3 . 068 1 24. 0 20 .97
,`'0 . 036 $ 71 6 . 08
PIPE - 16 168 . 34 _ 120 0 95.0 3 .42 ;
REF 905 0 . 00 _ 3 0 . 30 .0 30 :47
0 . 038 0 0 0. 00
PIPE 17 168 . 34 120 0 30 . 0 1 . 15
REF 906 0 . 00 2 . 750 0 60 . 0 31 .62
0 . 046 3 24 0 .00
PIPE 18 168 . 34 140 0 84 . 0 3 .87
REF 907 0 . 00 2 . 750 0 0 . 5 35.49
0 . 046 0 0 0 . 00
`. PIPE 19 163 . 34 140 00 . 50 .02
----------------------------------------------------------------------------
U . U40 U U U . UU
PIPE 20 168 . 34 140 0 0 . 5 0 . 02
-------------._--------------------------------------------------------------
35 . 54 Supply
HYDRAULIC CALCULATIONS
--- ROUTE NO . 2 DESCRIPTION ---
Q-ADD DTA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO • NOTES
---------------------------------------------------------------------------
OUTLET 6 12 . 80 1 . 380 0 10 . 6 10 . 85
K=4 . 24 0 . 01 0 0 0 . 00 - 1 . 74
PIPE 6 12 . 80 120 0 10 . 6 0 .,16
------------------------------------------- ----------------- -----------
OUTLET 7 12 . 91 1 . 380 0 10 . 6 11 . 01
K=4 . 24 0 . 05 0 0 0 .00
PIPE 7 25. 71 120 0 10 . 6 0.58 9 . 27 .
OUTLET 8 13 . 31 1 . 610 0 10 .6 11 .59
K=4 . 2.4 0 . 06 0 0 0 00
PIPE 8 39 . 02 120 0 10 . 6 0.59 9 .85
-----------
OUTLET 9 13 . 70 1 . 61Q 0 10 . 6 12 . 18
K=4 . 24 0 . 10 0 0 0 .'00 _1 .74
PIPE 9 52 . 72 120 0 10 . 6 1 .03 10 .`44
------
OUTLET 10 14-. 36 _ 1 . 610 1 22 . 0 13 . 21
K=4. 24 0. 15 1 12 : : .0 . 00 _1 . 74
PIPE - . 10 67 .08 120
0. ~34. 0 5. 15 11 .47..., ;
.
REF 902 18 . 36
fi
HYDRAULIC CALCULATIONS
--- ROUTE NO. 3 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS P£ PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
---------------------------------------------------------------------------
OUTLET 11 16 . 79 1 . 380 0 10 .6 17 . 42
K=4. 24 0 . 02 0 0 . 0 . 00 - 1 . 74.
PIPE 11 16 .79 120 0 10 . 6 0 .26 15. 69.
OUTLET 12 16 . 93 1 .610 1 48 . 0 17 . 68
K=4. 24 0 . 04 1 12 0 . 00 - 1 . 74
PIPE 12 33 . 73 120 0 60 . 0 2 . 55 15.95
---------------------------------------------------------------------------
REF 903 20.,23
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FIRE PROTECTION C ON INC.
Highway 12 West, P. 0. Box 69 Waverly, Minnesota 55390 612-658-4483
HYDRAULIC DESIGN INFORMATION SHEET
NAME \- .DATE -7
LOCATION 2 o ti o re\ N4
BUILDINGSYSTEM NO.
CONTRACTOR CONTRACT NO.
CALCULATED BY
DRAWING NO.
CONSTRUCTION: COMBUSTIBLE 7JNON-COMBUSTIBLE CEILING HEIGHT FT.
OCCUPANCY
NFPA 13: LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 C] EX. HAZ.
Z ❑ NFPA 231 ❑ NFPA 231C: FIGURE CURVE
c7 ❑ OTHER (Specify)
w ❑ SPECIFIC RULING MADE BY DATE
W
AREA OF SPRINKLER OPERATION /3-00 SYSTEM TYPE
}- DENSITY ( WET DRY DELUGE ❑ PRE-ACTION
N
>' AREA PER SPRINKLER SPRINKLER OR NOZZLE
y HOSE ALLOWANCE GPM: INSIDE 0 MAKE MODEL U" >
HOSE ALLOWANCE GPM: OUTSIDE h SIZE 'z q- K-FACTOR -S °(' 4, z-
RACK SPRINKLER ALLOWANCE TEMPERATURE RATING /SS
CALCULATION GPM REQUIRED /7(". 1 REQUIRED Z AT BASE OF RISER .
SUMMARY "C" FACTOR USED: OVERHEAD_ UNDERGROUND 'YC
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
>- DATE & TIME RATED CAPACITY 17 O CAPACITY
-L
a STATIC PSI AT PSI ELEVATION
CL RESIDUAL PSI ELEVATION F F`
co GPM FLOWING WELL
Cr ELEVATION PROOF FLOW GPM
Q
3 LOCATION
SOURCE OF INFORMATION
COMMODITY CLASS LOCATION
W STORAGE HEIGHT AREA AISLE WIDTH
O STORAGE METHOD: SOLID PILED 96 PALLETIZED 9'o RACK %
Q .
❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED
>- ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ❑ NON-
MULTIPLE ROW ❑ OPEN ENCAPSULATED
� Y
0
2 Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING
0 LONGITUDINAL TRANSVERSE FT. IN.
HORIZONTAL BARRIERS PROVIDED
(001 ) (005 )
001 005
I i
( 002 ) ( 006 ) ( 009 )
002 006 009
I I I
I 1 1
( 003 ) (007 ) ( 010 )
003 007 010
1 I I
(004 ) (008 ) (011 )
004 008 011
1 I I
i I I
0--012--0--013--0--014--0--015--0--016--0--017--0--018--0--019--
HYORAUL [C CALCUL^ MM',
-- */M NU , � CESCRlnflUN - '-
U A / � ��-, P [ y�
LUbD/VT 1 sl / Is KE P�
A W �AL Lc MAL p |/O NU TQ
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- - - -- - -- - - - -- -- --------- ---- ---- - -- --- ------- --- ------ -- --- ---- ---- -----
oUFLET 6 i6 . 88 i ' 752 J 11 . O 9 . "2
0 . 03 O 0 0 . 00 0 , 00
PIK A 31 K iZC U 12 . 0 U . a4 9 . 4Z
- -- -- - ------------------- --- - - - -------- ------- -- -- ----------- ----- ---- - '--
OUTLET 7 l/.18 1 . 752 U | 2 . 0 9 . 76
K=3 . S 0 . 06 U O 0 . 00 0 . 03
?IPE 7 50 . 86 120 U 12 . 0 0 . 72 9 . 76
- - ------------ --- ------------- ---------- -- -------- -- - -
OUTLET
--------------- ------------- ---------- -- -------- -- - -OUTLET 8 17 . Rl 1 , 752 l 16 . 0 10 . 4O
K=5 . 5 O . | D U 8 O . UO 0 . 00
PIPE 8 68 . 67 120 O 24 . 0 2 . 52 10 . 48
-- --- -------- ---------------- --- --- ------ ------------- --------- ---- ------ -
REF 9 Z 13 . 00
HYDRAULIC CALCULATl0W,
--- ROUTE NO . 3 DESCRIPTION ---
Q-ADO DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF P0 NOTE-,-,-,
- ------ ------------- ------- -- - - -- -- --- -- ---- - -- --- - - -- - -- ---- - --
OUTLET
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PIPE 9 17 . 80 120 O \ Z . 0 O . ) U 10 . 48
-- - ------- ------ ---------- -- - ---- ----- --- ----- ------ ----- ---- -- ----- -----
OUTLET lG 17 . 89 1 ' 752 D | Z . O | 3 . 58
K=5 . 5 0 . 03 0 O O . 00 0 . 00,
PIPE ! G 35 . 6q 120 O 12 . 0 0 ' 38 10 . 58
------ ---- - -- --------- --------- ---- - --- '--------- ----- - ----- - --- ---- -- ---
OLTLET li 18 . 20 1 . 682 ) 25 . 0
0 . U8 Z lb 0 . 00 U . OU
5� ' 89 120 O 44 O 3 . 59 | O . 95
- -- ---- - - --- ----- ------------- -------------- --- ---- --- - - -- - -' - -
Rip 9W 14 95
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wAAR 6 2 Ciro bsrinKier UunsuikzDLJ vQ | J > /ZZ-FIRE
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dwRAu/'l4
Q-Aju |/lA F PIPE P [ PV
|'nSS/FT E FIFTS PE PE
C-' AU | L [ MAL PF PC NOTE,--
- - --- -- - - -_-- -- --- -_- __-- ---_----____---- _-_-_ _- - - - -- _-
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PIPE | 13 . 25 120 O \ | . 6 8AU 9 . 7''D
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OUTLET 2 13 . Z8 1 , 752 O \ \ . b 9 . 8 -1
K=4 . 24 O . DZ O U 0 . 00 0 . 00
PIPE 2 z 6 . 53 120 O | i . b 0 ' 21 9 . 82
------ -- --------- ---------------------- - --- ------- --- --------------- ------
OUTLET 3 13 ' 43 1 . 752 O 11 . 6 10 , 03
Q4 . 24 U . 04 U U 0 . 00 0 . 0)
PIPE 3 39 . 9c 120 O \ | . 6 O . 45 ) O . O'S
- - ---- ---------------- --------- ----------- - ------------- ------- ------ -- -
OUTLET 4 13 . 71 1 . 682 l | 6 . 0 16 . 47
K=4 . 24 0 . 08 0 8 0 . 00 O . 00
PZPE 57 . 61 1 2 O 24 . 0 } ' q5 \ U . 47
---------- --------- - - -- - ----- --------------- ---- ------------------------ ---
REF 901 0 . 00 2 . 157 \ 9 . 0 12 . 42
0 . U14 1 15 0 . 00
PIPE lZ WAS 120 O 24 . 0 0 ' 58
-- -- -- -------------- --------------- ---- -------------- ----- ------ --- --------
REF 90, 68 . 67 2 . 15 / O 14 . 0 MOO
O . 1 | i U O O . OU
PIPE : 3 122 . 14 120 O 14 . 0 1 . 55
- - -- - _ --__ __-_---------__-------_-- ---__- ---- _ -__- -_- - --- -- -_- --_---_---_
REF 903 58 . 89 2 . 157 U 15 . 0 A . R.
0 . 218 O 0 O . UU
PIPE 14 176 . 24 120 O 15 . 5 3 . 27
-- ---- --------------------- - -------- ------ -------------------- ------ ------ -
QSF 904 0 . 00 � . 260 O 15 . 0 17 . 0-
6 , 629
7 . 82C . UZ9 5 35 Z . ! 7
PIPE 15 176 . 24 20 O 50 O i . 46
- - -- ------ ------ - -- - - - - --- ------------- - -------- --- ----- -- ---- --- - -- ----
REF 905 GAO 3 . 026 O 20 . 0 21 , 44
0 . 043 O O 0 . 00
PIPE 16 l78 , 24 NO O 20 . 0 0 . 84
- - _-_-- - ' -_---__-__ - -_-_ -_-------- _-_----__-__-----_----_-
RQF gDb 9 . 00 2 . 750 U 60 . 0 1/ . 28
0 . ISO 3 24 u . 0
A 170 14 14G U 84 . 0 4 . 22
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RKF 90 40 J U . 5 Zb ' A
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9K VC0 ZAVD 0 . 9 26 ' 57
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L A U Q S
I PE TAELE
C y
CFEET/SECOND
' i A-
PIPE r'!C) DIAMETER L,E N G H FLOW G LUSS/FOCI L
1 0 0 0.U\8
511 . 58
0 3 . 5
H2O 0 0 J 6
0 . 446
; . 682 2& . 00 53 . 6E . 2G
(10 16 , 80
6 1 . 252 12 . 00 S3 . 6R 1 21 0
2 00 5§ . 86 0
8 x . 752 24 : 00 7
; 2 . 00 0 H . PO86 10, U 4
ib 1 7 0 C) 25 . 69
0
2 1 5 00 x3 . 68 l2G U . O»& l 0 S 8 b 4
2 22 . 36 0 i U1 9 1j . 7
u
15 . 00 1 76 2 4 1 Zo Cj 3 . 267 ] 5 . 5
5 . 260 50 . 00 1 36 24 C, 0 C.,2,9 1 1 457 8
16 3 . 026 20 , 00 i 7 b 24 i 2 01 0 0 4
8 4 0
l § !D C.,J 0 lo ] 76 . 24 l §0 O , OSOZ 011 5
750 0 , 50 . 76 . 24 IkU U Ll 0
0 . 025
HYDRAULIC CALCULATIONS
--- OUTLET TABLE ---
OUTLET # K—FACTOR PRESSURE FLOW ELEV. (FEET) MIN . FLOW
1 4 . 240 9 . 759 13 . 25 5 . 00 0 . 00
2 4 . 240 9 . 817 1,01 . 218 5 . 00 0 . 00
, . 0G 0 . 0
0
6
5 w) 0 0
3
5 . 0o
0 . 00
0 . 00
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICESCHEDULED 12—
PERMIT NO. CD,�,'J I COMPLETED
ADDRESS $O ' � � 6Lv
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION _SP1Z r r(a_,s17
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
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07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
IQ 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR == CITATION ISSUED
El INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContract te:
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE// SCHEDULED
PERMIT NO. 6so) COMPLETED l(-l6 • l(�—
ADDRESS___3: 900 WAY7A4K- aCv K-)
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
U 01 FOOTING 11 MECHANICALRI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
2 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET!TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC FINAL
Z OWNERICONTRACTOR TO MEET YOU:_YES_NO
c0„ COMMENTS: Ms
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O ❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins ion 24 hours in advance.473-7357
OwnerlContracto
Inspector
White Copylinspector's File Canary Copy/SMe Notice