HomeMy WebLinkAboutMULT DOCS PART 2 - 11-00352 - All Studio Apartments - Remodel (2 of 2)ob Name: Magnuson Hotel Renovation
{emote Area Number: 5
Date:1Q12612011
Pipe lr lormation
C Factor Tota(Pt)Notes
Fitting/Device (Equivalent
Length)
Fired Pressure Losses, when
applicable, are added directly to
(P0 and shown as a negative
value.
Node I
Node 2
Elev I
(Foo0
K#actor Flow added
this step(q)
Nominal lD Fittings &
Devices
Equiv.
Length
(Foot)
r:-€Ogth
-tEeell
Fritting
(Foot)
rf Friction Loss
Per Unit (Psi)Elev(Pe)
Elev 2
(Foo$
Iotal Flow (Q)Actual lD
Totarl (Foot)Friction(Pf|
12',-11%120 23.403 . .. .. ROUte 6 .. .. .
28 18'-0 1Y2
12',-"i1y2
0.029857
34 18',-0 31.28 1.6820 0.387
a'-5%120 23.790 LtE(2',-534)34 18'-0 114 (See
Notes)2',-5y.0.029857 -0.1 97
35 18'-5%31.28 1.6820 2\11-:/t 0.088
23.680 Total(Pt) Route 6
)b Name: Magnuson
emote Area Number:
HotelRenovation
5
Pipe Info
Date:1012612011
x'mation
rhotL
ng
ot)
(Foot)
C Fae tor
,f Fri.tio,, Lo"
Per Unil (psi)
Tota(Pt)Notes
Fitting/Device (Equivalent
Lengih)
Fixed Pressure Losses, when
applicable, are added directly to
Elev(Pe)
Friction(Pf)(Pf) and shown as a ncgative
value.
J'-7 120 27.543 Flow (q) from Route 5
LtE(3'-8%), T (1 2' -3t/t)
6',-0
6',-7
0.0 c8891 -0.000
0.325
27.868 Total(ft) Route 3
Mode 1 Elev I
{Foot)
K+actor Flow added
this step
{q)
Nominal lD Fiftings &
Devices
Equiv.
Length
(Fooq
Lent
(Fo
Fitt;(F1l
Total (
2J
1;
:ri6
Mode 2 Elev 2
(Fooq
fotal Flow {Q}Actual lD
o 16'-4 4.23 2 (See
Notes)
5 16'-4 31.28 2.1570
20 16'-4 1 (See
Notes)
1'-0
5'-0 0.
22 16'-4 6.51 1.0490 6'-0
22 16'-4 1 (See
Notes)
169'-6
(r
0.
35',-0
I 16',-4 6.51 1.1010 244'-6
I 16',-4 1 (See
Notes)
1'-0
5'-0
8 16'.-4 6.51 1.0490 6'-0
.....ROUtg4.....
Po(5'-0)
2sT(1 -0),2T(5'-0)
Total(ft) Route 4
.t...ROUtg5....o
PO(5',-0)
39'-10 150
5T(1'-0), T(5',-0)1.1010
128L11y1
18T(1',-o), T(5'-0)151'-11%
0.007337
lob Name: Magnuson Hotel Renovation
lemote Area Number: 5 Date:1012612011
Pipe Information
Notes
Fift ing/Device (Equivalent
Lengthl
Fired Pressure Losses, when
are added directly to
(Pf) and shown as a negative
value.
Hose Allowance At Source
Total(Pt) Route 1
.o.o.ROUtefotco:
Sprinkler
Sprinkler,
E(2',-0), T(5',-0)
o..r.ROUte3....r
LtE(z',-5%)
2Ee1(2'-5%),2LtE(2'-5Y1)
126'-11%
Node 1 Elev I
{Foot)
K-Factor Flowadded
this step
(q)
[orninal lD Fittings &
Devices
Equiv.
Length
(Foot)
Leng
Itel
Fiftir,
(Fo,
12'
12',
Et t
-;
12,
Node 2 Elev 2
(Foot)
lotal Flow (Q)Actual lD
0.00
1
501
60.02
22\5 4.2 14.40 1 (See
Notes)
502 1g',-714 14.40 1.0490
502 19'-7%4.2 15.61 1 (See
Notes)
z7 1g',-5%30.01 1.0490
)b Name: Magnuson Hotel Renovation
Number:5
Date:1012612011
emoteArea
Pipe lnf<)rm ation
C Factor Total(Pt)Notes
Fitting/Device (Equivalent
Length)
Fixed Pressure Losses, when
applicable, are added directly to-(irt)
and shown as a negative
value.
Node I
Node2
Elev 1
(Foot)
K-Factor Flow added
this steP(q)
Nominal lD Fittings&
Devices
Equiv.
Lengilh
(Foot)
Lengith
Fi(
oti
fting
tf Friction Los
Per Unit (Psi)Elev(Pe)
Elev 2
(Foot)
total Flow (Q)Actual lD
{FooQ Friction(PQ
11.755 .....ROUtg{rorrr
SPrinkler.lI
(See
Notes)
12',-0 120
503 22\5 4.2 14.40
0.070868 1.208
504
504
19',-71/2 14.40 1.0490 12'-A 0.850
124 13.814
0.499
Sprinkler,
E(2',-0), T(5',-0)
19',-7y,4.2 15.61 1 (See
Notes)
5'-5%:
7'.-A 0.275690
27 18'-53/t 30.01 1.0490 12',-5%.3.435
O'-5r/t 120 17.748 Flow (q) from Route 2
T(s',-0)
/7 18',-53/t 30.01 1 (See
Notes)5'-0 0.993864 0.208
28 18'-0 60.02 1.0490 S',-5?/t 5.446
20'-3
7'-5
120 23.403
3LtE(2'-5%)
28 18',-0 1Y2 (See
Notes)a.a25537 0.723
20 16'-4 28.74 1.6820 27'-8 0.707
112'-2 120 24,832
4LtE(2'-53/t)
20 16'-4 1%(See
Notes)9',-103/t 0.015883
8 16'-4 22.24 1.6820 122\CI%1.939
26.771 Flow (q) from Route 4
LtE(2'-5%), T (9', - 1 o3/t)
(See
Notes)
30'-7 120
8 | 16'.-4 6.51 1%
12\4v2 0.025537 -0.000
5 16'-4 28.74 1.6820 42'-1"1Y2 1.097
120 27.868 Flow (q) from Route 3
4LtE(3'-8%\
5 16'-4 31.28 2 (See
Notes)
49',-24
14''9Y.o.o2e6e3 I 7's48
I 1.9014-2'-0 60.42 2.1570 64'-0
120 | st-z$
2f(-0.000), LtE(6'-8%)
4 -2'-O 3 (See
Notes)
4'-113/a
6',-8%0.003973 2.156
3 -6',-1134 60.02 | 3.2600 11'-8%0.046
2'-9 120 39.919
BFP
3 -6'-11y,3 (See
Notes)
0.003973
2 -6'-113/t 60.02 3.2600 L-V 0.0i i
120 39.930 Suppty,
2 -6'-113/t 3 (See
Notee)
1A3\8/t
0.005340
I -6'-1134 60.02 3.0680 103"83/t 0.554
TI C-6-g
61dP
<9,E<=E
*66o
;5
(D
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8d888
Pressur e ' Psi
c'lc,
li8ENoo--i;E
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Hydraulic Calculations
Project Name: Magnuson Hotel Renovation
Location: , ,
Drawing Name: l-790 magnuson hotel upper level fire calc 2
Design
Remote Area Number:
Occupancy Classifi cation:
Density:
Area of Application:
Coverage per Sprinkler:
Type of sprinkferc calculated:
No. of sprinklers calculated:
Type of System:
In-rack Demand:
Hose Streams:
Address:
Phone Number:
Authority Having Jurisdiction
Name of ContractorGem State Fire protection
2ND FLOOR APRT #4
Light Hazard
0.1009pm/ft2
1 500.00ft2 (Actuat 216.94ft2)
100.00ft2
Sidewall
2
wet Volume of Dry or PreAction System:
NIA gpm at Node: I{/A
0.0gpm atNode: 33 Type:Allowance at $ource
Caf cuf ation Date: 1 At26t2A1 1
Total water Required (including Hose streams where applicable):
from Suppty at Node: 33 ZS.gg @ 31.136
Name of Contractor:Gem State Fire protection
1105 fona Road, ,ldaho Falls, ldaho
Name of designer: Marshall Gardner
Address:
Phone Number:
Authority Having Jurisdiction
Notes:
Automatic peaking results
1105lona Road, ,ldaho Falfs, fdaho
Name of designer: MarshallGardner
Lefi: N/A Right: N/A
Job Name: Magnuson Hotel Renovation
Remote Area Number:4 Date: 1012612411
Node Number Elevation (Foot)Node Type Pressure at
Node
(psi)
Discharge at Nodr
(sprl|)
Notes
21 16'-4 17.306
22 16',-4 20.463
25 16',-4 12.058
26 18'-0 19.562
28 18'-0 19.688
31 18',-0 19.567
32 18',-0 19.568
33 18'-0 19.575
u 18'-0 19.667
35 18'-5%19.465
Job Name: Magnuson Hotel Renovation
Remote Area Number: 4 Date: 1412612011
Supply Analysis
Node Static
{psi)
Residual @ Flow
(psi) (SpIr)
Available @ Total llernand
(ps0 (sprt|)
Required Pressure
(psi)
1 80.000 34.000 920.00 79.924 | 28.83 31.404
Node Analysis
Node Number Elevation (Foot)Node Type Pressure at
Node
(psi)
Discharge at Nodr
(spln)
Notes
1 -6'-11t4 Supply 31.404 28.83
401 16'-4 Sprinkler 44 7Cq 14.44
402 16'-4 Sprinkler 1 1 .810 14.43
2 -6',-113/+31.261
3 -6'-1131 31.259
4 -2'-0 29.091
16'-4 20.653
16'-4 20.479
T 16',-4 20.276
I 16'-4 20.582
I 16'-4 20.576
10 17'-10 19.787
11 17',-10 19.745
13 17',-10 19.661
15 16'-4 17.578
16 16',-4 17.576
17 16'-4 20.269
18 16'-4 15.548
20 16'-4 20.456
Job Name: Magnuson Hotel Renovation
Remote Area Number: 4 Date:1012612011
of Valrres and Fitinss (C=120
VafueOfC 100 130 14 150
Multiplying Factor 0.713 1.16 1.33 1.51
( Adual Inside Diameter 1 4.87 = Factor
\ Schedule 40 Steel Pipe Inside Diameter /
Fittings Legend
ALV Alarm Valve
BalV BallValve
C Cross Flow Turn 90'
CV Check Valve
E 90" Elbow
Ee2 2?%l'Elbow
FDC Fire Department Connectit
flg Flange
g Gauge
Ho Hose
Hyd Hydrant
Noz Nozzle
PIV PostlndicatingValve
PrV Pressure Relief Valve
sCV Swing Check Valve
T Tee Flow Turn 90'
WirF Wirsbo
AngV Angle Valve
BFP BacKlow Preventer
cplg Couding
DelV Deluge Valve
EE 45'Elbow
f Flow Device
fE 90'Firelock(TM)Elbow
FN Floating Node
GloV Globe Valve
Hose Hose
LtE Long Turn Elbow
Pl Pump In
PO Pipe Outlet
red Reducer/Adapter
Spr Sprinkler
Tr Tee Run
b Bushing
BV Butterfly Valve
Cr Cross Run
DPV Dry Pipe Valve
Ee1 11Yt'Elbow
fd Flex Drop
fEE 45' FireLock(TM) Elbow
fT FireLock(TM) Tee
GV GateValve
HV Hose Valve
mecT Mechanical Tee
P2 Pump out
PRV Pressure Reducing Valve
S Supply
St Strainer
U UnionzWater Meter Valve
iob Name: Magnuson Hotel Renovation
Remote Area Number: 4 Dale: fi12612011
Pipe lnformation
Node I Elev I
(Foo0
K+actor Flowadded
this step(q)
Nominal ll Fittings &
Ilevices
Equiv.
Length
(Foot)
Length
{Footl
C Factor Total(ft)Notes
Fittinglllevice (Equivalent
Lengthl
Fixed Pressure Losses, when
rpplicable, are added directlY to
Fitting
(Foot)
{ Fric'tion Lost
Per Unit (psi)Elev(Pe)
Node2 Elev 2
(Fooq
Iotal Flow (Q)Actual lD
Total (Foo$Fric.tion(P0 (Pf) and shown as a negative
value.
17 16'-4 2 (See
Notes)
20'-2%120 20.269 .....ROUte8.....
3LtE(3'-8%)
11',-1 0.000493 -0.723
26 18'-0 6.55 2.1570 31'-311:0.015
26 18'-0 2 10'-2%120 19.562
0.000493
31 18'-0 6.55 2.1570 10'-2%0.005
19.566 Total(Pt) Route 8
Job Name: Magnuson Hotel Renovation
Remote Area Number: 4 Date:1012612011
Pipe Information
Node 1 Elev I
(Foo0
Kfactor Flow added
this step(q)
[ominal lD Fittings &
Devices
Equiv.
Length
(Foo0
Lengith
{Footl
C Factor Total(Pt)Notes
Fift ing/Device (Equivalent
Length)
Fivsl Daecrrra I nccac whanFitting
(Foot)
tf Fdc'tion Los!
Per Unit (psi)Elev(Pe)
Node 2 Elev 2
(Fooq
l-otal Flow {Q}Ac-tual lD rpplicable, are added directly to
Totat (FooQ Friction(Pf)(P0 and shown as a negative
value.
33 18'-0 1%(See
Notes)
42',-4%120 19.575
2LtE(2' - 53/t), 2Ee1 (2' - 5%)
9'-143/t 0.001655 -0.1 97
35 18'.-5v2 6.55 1.6820 52'-3%0.087
19.383 Total(Pt) Route 4
20 16'-4 1 (See
Notes)
1'-0 124 20.456 .....ROUtg5..o.o
PO(5',-0)
5'-0 0.001056
22 16'-4 1.48 1.0490 6'-0 0.006
n 16',-4 1 (See
Notes)
169'-6 150 20.463
25T(1'-0), 2T(5',-0)
35',-o 0.000552
I 16'-4 1.48 1.1010 204L6 0.1 13
I 16'-4 I
(See
Notes)
1'-0 120 20.576
PO(5'-0)
5'-0 0.001056
I 16'-4 1.48 1.0490 6'-0 0.006
20.276 Total(Pt) Route 5
7 16',-4 1 (See
Notes)
1'-0 120 20.276 ...o.ROUtg6.r.o.
PO(5'-0)
5'-0 0.033949
o 16'-4 9.67 1.0490 6'-0 0.204
19.O75 Total(Pt) Route 6
21 16'-4 1 (See
Notes)
g'.-2 150 17.306 .....ROUtg7.....
T(5'-0)
T(1-0)
6'-0 4.417751
16 16',-4 9.67 1.1010 15'-2 0.269
16 16',-4 1%0'-8Y1 120 17.576
0.003406
15 16'-4 9.67 1.6820 0'-8%0.002
15 16'-4 1 (See
Notes)
128',-113/+150 17.578
rorr(r-ur, r(c-u,
23|0 0.017751
to-4 v.9t 1.1U1U 151',-11%2.698
18.471 Total(ft) Route 7
)ob Nafie: Magnuson Hotel Renovation
Remote Area Number: 4 Dal'e:fi12612011
Pipe Information
Note-s
Node I Elev I
(Foot)
Flowadded
this step(ql
ittings t
Devices
Equiv.
Lengrth
(Foot)
Length u iactor Totar{t'I'
Fift ingi/Device (Equivalent
Lengthl
Fired Pressure Losoes, when
pplicable, are added directlY to
(P0 and shown as a negative
Fifting
(Footl
f Friction Los
Per Unit (psi)Elev(Pe)
Node2 Elev 2
(Fooq
Flow (Q)Actual lD
otal {Foot)Friction(Pf)
31.404 Hose Allowance At Source
Total(ft) Route 1
0.00
1 28.83
11.810
0.000
"r*
.....ROUte2.oo..
Sprinkler,
2T(1-o)
402 16'-4 4.2 14.43 1 (See
Notes)
4'-8 150
z',-O
6',-8
0.a37213
25 16',-4 14.43 1.1010
19.465 Total(Ft) Route 2
(See
Notes)
a'-5rr.120 19.465 ..r..ROUtg3...o.
LtE(2'-5%)
35 1g'-5Y2.116
2'-53/t
2|11%
0.001655 0.197
34 18'-0 6.55 1.6820 0.005
12''1172 124 19.667
34 18'-0 1Y2
12'-11%
0.001655
28 18'-0 6.55 1.6820 0^021
20'-?120 19.688
SLiE(2'-53A)
28 18'-0 1%(See
Notes)7'.-5 0.001655 0.72?
20 16',-4 6.55 1.6820 27'.-8 0.046
20.456
4LtE(2'-53/t)
20 16'-4 1%(See
Notes)
112',-2 120
9'-1trl
122|tr4
0.001029
I 16',-4 5.07 1.6820 aj26
(See
Notes)
30'-7 124 20.582 Flow (q) from Route 6
LtE(2' -St/t), T( 9'- 1 0%)
8 16',-4 1.48 1%
12'-4lA
42l11y2
0.001655 -0.000
c 16',-4 6.55 1.6820 0.071
19.567 Total(Pt) Route 3
31 18'-0 2 1'-0 124 19.567 .....ROUtg4....o
1'-0
0.000606
32 18'-0 6.55 2.0670 0.001
32 18'-0 1Yz (See
Notes)
1'-9 120 19.568
LtE(2'-0)
2',-O a.002047
33 18',-0 6.55 1.6100 3',-9 0.008
Job Name: Magnuson Hotel Renovation
Remote Area Number:4 Da|e:ft12612011
Pipe Information
Node 1 Elev I
(Foo0
K-Factol Flow added
this step
(q)
Vorninal lt Fittings &
Devices
Equiv.
Length
(Foot!
Length G Factor Tota(Pt)Notes
Fitting/Device (Equivalent
Length)
Fired Pressure Losses, when
pplicable, are added directly to
Fitting
(Foot)
I Friction Los
Per Unit (psi)Elev(Pe|
Node 2 Elev 2
(Foot)
fotal Flow (Q)Actual lD
Total (Fot)Frictaon(P0 (Pf) and shown as a negative
value.
401 16'-4 4.2 14.44 1 (See
Notes)
3',-2 150 11.755 . .. .. ROUte I .. .. .
Sprinkler,
T(s'-0)
5',-0
g',-2
0.037054
0.3032516'-4 14.40 1.1010
25 16'-4 14.43 1 (See
Notes)
29',-2%.150 12.058 Flow (q) from Route 2
E(7',-o), 3T(1'-0)
10'-0
39\2%
0.1 33866
5.2492116'-4 28.83 1.1010
21 16',-4 1 (See
Notes)
30'-8 150 17.306 T(1'-0)
4T(1'-0)
5',-0
35',-8
0.062846
2.2421816'-4 19.16 1.101 0
18 16'-4 1 (See
Notes)
1'-0 120 19.548
PO(s'-0)
5'-0
6',-0
0.120197
4.7211716'-4 19.16 1.0490
17 16',-4 2 (See
Notes)
112'-2 120 20.269
4LtE(3'-8y4
14'-9%
126',-11vl
0.001657
o.210616',-4 12.61 2.1570
o 16'-4 9.67 2 (See
Notes)
20|7 120 20.479 Flow (q) from Route 7
LtE( 3'.-8%), r ( 2', -33/t)
16'-0
36'-7
4.444749 -0.000
4.174516'-4 22.29 2.1570
5 16',-4 6.55 2 (See
Notes)
49'-2%124 20.653 Flow (q) from Route 3
4LtE(3',-8%)
14'-g%0.007649 7.948
4 -z',-O 28.83 2.1570 64',-0 0.490
4 -2'-0 3 (See
Notes)
4',-11%12A 29.091
2f(-0. 000), LtE(6'-8%)
6'-8%
11'-8%
4.041424 2.156
4.o123-6',-11%28.83 3.2600
3 -6'-11%3 (See
Notes)
2',-9 124 31.259
BFP
0.001024
2 -6'-11%28.83 3.2600 z-v 0.003
z -6',-1131 3 (See
Notes)
143|8%120 31.261 Supply,
0.001376
1 -6'-1134 28.83 3.0680 103|83/+0.143
86'BB€
pressure - psi
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Hydraul ic Caltiulations
for
Project Name: Magnuson Hotel Renovation
Location: , ,
Drawing Name: l-790 magnuson hotel upper level fire catlc2
Design
Calculation Date: 1 01261201 1
Remote Area Number:
Occupancy Classifi cation:
Density:
Area of Application:
Coverage per Sprinkler:
Type of sprinklers calculated:
No. of sprinklers calculated:
Type of System:
ln-rack Demand:
Hose Streams:
2ND FLOOR CORRIDOiR #3
Light Hazard
0.1009pm/fto
1 500.00ft2 (Actual 395.94ift1
120.00ft2
Sidewall
5
N/A gpm at Node: N,A
0.0 gpm at Node: :13 TyPe:
Volume of Dry,or PreAction Systr.rm:
I llowance at Source
Total Water Required (including Hose Streams where applicable):
from Supply at Node: 33 67.29 @ 35.443
Name of ContractorGem State Fire Protection
Address:1105 lona Road, , ldaho Falls, ldaho
Phone Number:
Authority Having Jurisdiction
Name of designer:Marshal, Gardner
Name of ContractorGem State Fire Protection
Address:1105lona Road, ,ldaho Falls,ldaho
Phone Number:
Authority Having Jurisdiction
Notes:
Automatic peaking results
Name of designer:MarshallGardner
Left: N/A Right: NiA
Job Name: Magnuson Hotel Renovation
Remote Area Number: 3 Date: 1412612011
Node Numbel Elevation (Foot)Node Type Pressu re at
Nor le
(psi)
Dlscharge at Nodr
(spm)
Notes
15 't6'-4 20.t;71
16 16',-4 20.'i71
17 16',-4 20 427
18 16',-4 zCI.454
19 16',-4 8.133
20 16',,4 18.357
22 16'-4 15.624
23 16'-4 9.938
24 16'-4 8.623
26 18'-0 19.534
28 18'-0 18.141
31 18'-0 19.479
32 18'-0 19.472
33 18',-0 19.4::12
34 18'-0 18.3/'8
35 1g',-5%18.234
Job Name: Magnuson Hotel Renovation
Remote Area Number: 3 Date: 1012612011
Supply AnalYsis
Node
Static
(psD
Residual @ Flow
(psil (sPm)
Avaitalrle @ Total Demand I Required Pressure
(psi, (sprn) | (P.i)
A68rTo1-?4 lao.sos'l 80.000 34.ooo I szo.oo
NodeAnalysis
Node Number Elevation (Foot)Node TyPe Pressure al
Node
(psi)
Discharge at N
(spm)
Notes
1 -6'-11%Supply 33.905 61.74
301 15'-1o3y't Sprinklet 6 toao.{o,12.24
302 1S',-1V/t Sprlnkler 8.163 12.O(,
303 '15'-1G/a Sprinkler 8.178 12.1t1
304 11',-10y1 Sprinkler 9.954 13.25
305 15'-10Y1 Sprinkler 8.493 1').24
2 -6',-1134 33.321
3 -6',-11'/+33.310
4 -z',-0 31.1 05
5 16',-4 21.154
6 16',-4 20.955
7 16',-4 24.928
8 16',-4 19.338
9 16',-4 18.377
10 17',-10 20.199
l1 17'.-10 20.094
12 16'-4 8.446
13 17',-14 19.883
14 16'-4 8.117
)b Name: Magnuson HotelRenovation
emote Area Number: 3 Date:1012612011
Fittings Legend
ALV Alarm Valve
BalV BallValve
C Cross Flow Turn 90'
CV Check Valve
E 90" Elbow
Eez 22Tz"Elbow
FDC Fire Department Connectit
flg Flange
g Gauge
Ho Hose
Hyd Hydrant
Noz Nozzle
PIV PostlndicatingValve
PrV Pressure Relief Valve
sCV Swing Oheck Valve
T Tee Flow Turn 90'
WirF Wirsbo
AngV Angle Valve
BFP BacKlow Preventer
cplg Coupling
DdV Deluge Valve
EE 45" Elbow
f Flow Device
fE 90'Firelock(TM)Elbou'
FN Floating Node
GloV Globe Valve
Hose Hose
LtE Long Turn Elbow
P1 Pump In
PO Pipe Outlet
red Reducer/Adapter
$pr Sprinkler
Tr Tee Run
WMVWater MeterValve
1&
1.33
b Bushing
BV Butterfly Valve
Cr Cross Run
DPV Dry Pipe Valve
Ee1 11%" Eltrow
fd Flex Drop
fEE 45'FireLock(TM)Elbow
fT FireLock(TM) Tee
GV GAIE VAIVE
HV Hose Valve
mecTMeclranical Tee
P2 Punrp Out
PRV Pre,ssure Reducing Valve
S Supply
St Strainer
U l. lnionz
150
1.51
of Valves and Fittings (C=120
( Adaual Inside Diameter 1 4.87 = Factor
\ Schedule 40 Steel Pipe Inside Oiamder I
b Name: Magnuson HotelRenovation Date 1012612A11
,mote Area Number: 3
Pipe lnform a :ion
Tota(Pt)
Elev(Pe)
Notes
Fitting/Device (Equivalent
Length)
Fixed Pressure Losses, when
applicable, are added directlY to'(itt) ana shown as a negative
value'
lode 1 Elev I
(Foo0
K-Factor Floradded
this steP(q)
[ominal lD Fittings &
Devices
Equiv.
Length
(Foo0
Length ' e rserv'
(Fcs!!--=: - ,P'fFrictionLoss','i:':X I Per unit (Psi)
lode 2 Elev 2
(Foo0
lotal Flow (Q)Actual lD
foti
-
(Foot) ir Friction(PD
l'8Y1
)'-8y.
4
120 20.571
16'.-4 1Yz.16 0.000451
15 16'-4 3.24 1.6820 0.000
20.571
18T(1',-o), T(5'-o)
1 (See
Notes)
128',-11'/-,,150
15 16'-4 23',-0 ]
151',-113'L
dt
1'-0
0.002349
7 10',-4 3.24 1.1010 0.357
120 20.928
PO(5'-0)
7 16'-4 1 (See
Notesl 5'-0 0.004492
6 16'.-4 3.24 1.0490 l--*o.027
20.955 Total(R) Route 7
o...oROUtg8""'
3LtE(2'-534)
(See
Notes)
20L3 120 18.357
20 16',-4 1%
7'-5 0.018277
-0.723
28 18'-0 23.99 1.6820 27'-8 0.506
120 18.141
1%12'-1Iti
28 18'-0 0.018277
34 18'-0 23.99 1.6820 12'-11Y"0.237
o'-516 120 18.378 LtE(2'-53/t)
34 18'-0 1Y2 (See
Notes)2\53r"t 0.018277 -0.197
35 18|5%23.99 1.6820 2-11Yl 0.054
18.234 Total(Pt) Route 8
-.....Routg$rrooo
2T(1'-0)
(See
Notes)
15',"-0 150 8.117
14 16',-4 I /-o 0.019340
12 't6'-4 10.13 1.1010 fi'-a 0.329
8.446 Total(Pt) Route 9
b Name: Magnuson Hotel Renovation
rmote Area Number:3
Date:1O12612Afi
)mote Area tiort*T
5
.:#"1.
Elev I ll(Foot) II_-*-r
Elev 2 l.(Foot) |I
*T
I
C Fat.'tor
il'rGtlon Los
Pe r Unit (Psi)
Total(Pt)Notes
Fift ing/Ilevice (Equivalent
Length)
Filed Pressure Losses, when
applicable, are added directlY to-(irfl
and shown as a negatlve
value.
Elev(Pe)
Friction(P0
9.938 Total(Pt) Route 5
18.234 r....ROUte6.."'
Flow (q) from Route 8
2Ee1(2''5t/t),2LtE(2''53/c)
35 18'-SYt:23.99 1%(See
Notes)
42L43/t 120
12',-4y,0.c18n7 0.197
33 18'-0 23.99 1.6820 54',-9%1.001
QA 19.432
33 18'-0 1Yz 1'-9
,.022617
32 18',-0 23.99 1.6100 1'-9 0.040
1',-o 120 19.472
32 18'-0 2
0.006699
31 18'-0 23.99 2.0670 1'-0 0.007
1a'-2%:124 19.475
31 18'-0 2 i o.oosaaa
26 18'-0 23.99 2.1570 10''2Y2 0.056
20'-2%120 19.534
lltf(3'-8lr)
26 18',-0 2 (See
Notes)11'-1 0.005443 o.723
17 16'-4 23.99 2.'.1570 31'-!/z 0.170
120 20.427
4Ltq(3',-8%)
17 16'-4 2 (See
Notes)
f2'a
14'-91/,,0.004161
6 16'-4 20.75 2.1570 126',-11n 0.528
20|7 124 20.955 flow (q)from Route 7
LtE( 3'-8%), T (12' -334)
6 16'-4 3.24 2 (See
Notes)16'-0 0.005443 -0.000
5 I 16'-4 23.99 2.1574 36',-7 0.199
21.154 Total(Pt) Route 6
20.427 ..... ROUte 7 ... "
PO(5'-0)17 16'-4 1 (See
Notes)
1'-0 120
5'-o i o.oo+agz
18 16'.-4 3.24 1.0490 6',-0 0.027
39'-10 150 20.454
5Tr(1'-0), T(5'-0)
18 16'-4 1 (See
Notes)10'-0 0.002349
16 16',-4 3.24 1.1010 49'-10 0.117
al
,b Name: Magnuson HotelRenovation Dale:1012612011
;mote Area Number: 3
FmeTnformation
Notes
Fift ing/Device (Equivalent
Length)
Fixed Pressure Losses, when
applicable, are added direc'tlY to'(itf) and shown as a negative
value'
.t...ROUte1""'
SPrinkler,
T(5'-0)
Length
lFootl
C Factol
rf Friction Los;s
Per Unit (Psii)
Total(Pt)
lode 1
Uode2
Elev I
(Foot)
K.Factor Flowadded
this step
(q)
tlonrinal lD Fittings &
Devices
Equiv.
Length
(Foo0
Fitting
1roo0
Elev(Pe)
Elev 2
(Foot)
l'otal Flow (Q)Actual lD Fric{ion(Pt)fotal (Foot)
O''5Y1 150 | a.roe
trr*"lt-_ry
I or+a
302 15',-1tr/t 4.2 12.00 1 (See
Notes)5'-0
14 16'-4 12.O0 1.1010 ,',-5%
150 | attz
3T(1',-o)
14 16'-4 1 (See
Notes)
15'-0
3'-0 .0008 47 I 0'000
| 0.0151916'-4 1.87 1.1010 18'-0
s.z I tso' I e.taa Flow (q) from Route 2
T(5',-0)
19 16',-4 12.01 1 (See
Notes)5'-0 0.03 4610
24 16',-4 13.88 1.1010 1A',-2 0.490
8.623 Flow (q) from Route 4
2r(1-0)
24 16',-4 12.24 1 (See
Notes)
g',-9%150
2'-0 0 111486
150
-0.000
23 16'-4 26.12 1.1010 11'-9M 1.315
Flow (q) from Route 5
3T(1',-o)
1 (See
Notes)
20\1|vt:9.938
23 16'-4 13.25 3',-0 o.23gls6 I o'ooo
I s.oez2216'-4 39.37 1.1010 2?|10v,.
1'-0"120|15-624
PO(5'-0)
22 16',-4 1 (See
Notes)5'-o I o.qsssaz
6'-0 |2.7332016'-4 39.37 1.0490
112'-2 | 120 18.357
4LtE(2'-5%)
20 16'-4 1%(See
Notes)9'-10?, I O.OOaOS1
122'-QF/t I816'-4 15.38 | 1.6820 0.980
120 19.338 Flow (q) from Route 3
Lra(2',-,%),T(e'-10%)
I 16',-4 22.37 116 (See
Notes)I so'
| *,t"[ ,*-r;
l^*;'r1
-0.000
5 16'-4 37.75 1.6820 1.817
49',-2'/+120 21.154 Flow (q) from Route 6
4LtE(3'-8%)
5 16'-4 23.99 2 (See
Notes)14',-9y.o.031284 7.948
4 -2',-O 61.74 21574 64',-0 2.A42
31.105
2(-0.000), LtE(6',-8%)
3 (See
Notes)
4'-11%120
4 -2'-O
6'-8%0.004186 2.156
3 -6',-11%61.74 3.2600 11'-8%0.049
Pr essure - psi (-og
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,[or
Project Name: Magnuson Hotel Renovation
Location: , ,
Drawing Name: l-790 magnuson hotel upper level fire calc 2
Design
Remote Area Number: 2ND FLOOR STUDIO APF:T #2
Occupancy Glassification; Light Hazard
Galcuf ation Date: 1 01261201 1
Density:
Area of Application:
Coverage per Sprinkler:
Type of sprinklers calculated:
No. of sprinklers calculated:
Type of System:
ln-rack Demand:
Hose Streams:
0.1009pm/ft2
1 500.00ff2 (Actual 216.34tt)
100.00ft2
Sidewall
2
N/A gpm at Node: NIA
0.0gpm atNode: 33 TyPe:
Volume of Dry or PreActiot, System:
Allowance at Source
Total Water Required (including Hose Streams where applicable):
from Supply at Node: 33 28.83 @ 31.487
Name of ContractorGem State Fire Protection
Address:1105 lona Road, , ldaho Falls, ldaho
Phone Number:
Authority Having Jurisdiction
Name of designer:Mar shall Gardner
Name of Contractor:Gem $tate Fire Protection
Address:1105 fona Road, ,ldaho Fallq ldaho
Phone Number:
Authority Having Jurisdiction
Notes:
Automatic peaking results
Name of designer:Mrrrshall Gardner
Left: N/A Right: N/A
Job Name: Magnuson Hotel Renovation
Remote Area Number:2 Date: 1012612011
Node Number Elevation (Foot)Node Type Pressure at
Node
(psi)
Discharge
(spF
22 16',-4 19.585
24 16'-4 17.304
26 18'-0 20.055
28 18'-0 19.703
2S 16',-4 12.055
31 18',-0 20.041
32 18'-O 20.039
33 18'-0 20.429
34 18'-0 19.763
35 1$',-5v2 19.580
Job Name: Magnuson Hotel Renovation
Remote Area Number:2 Date: 1012612011
Supply Analysis
Node Static
(psi)
Residual @ Flow
(ps.) (Spm)
Available @ Tctal Demand(ps.)(spm)
Required Pressure
(psi)
1 80.000 34.000 I 920.00 79.924 | 28.83 31.755
Node Analysis
Node Number Elevation (Foot)Node Type Pressure at
Node
(psi)
Discharge at Nodr
(spm)
Notes
1 -6'-11"4 Supply 31.755 28.83
201 16'-4 Sprinkler 11.755 14.40
202 16'-4 Sprinkler 11.807 14.43
2 -6',-113/t 31.612
3 -6'-113/t 31.609
4 -2',-O 29.441
5 16'-4 21.004
6 16L4 20.953
7 16',-4 20.947
I 16'-4 20.568
9 16'-4 20.361
10 17',-10 20.277
11 17'-10 24.250
13 17',-10 20.197
15 16'-4 20.857
16 16'-4 20.857
'tl i6'-4 20.820
18 16'-4 20.827
20 16',-4 20.298
)b Name: Magnuson HotelRenovation
emote Area Number: 2 Date:10126/2Afi
V ilue Multiplier
Value Of C 100
MultiplyingFactor 0.713
130 1& 150
1.16 1.33 1.51
Fittings Legend
V Alarm Valve
BalV BallValve
C Cross Flow Turn 90"
CV Check Valve
E 90" Elbow
Ee2 2?Yz"Elbow
FDC Fire Department Connectic
flg Flange
g Gauge
Ho Hose
Hyd Hydrant
Noz No:zle
PIV PostlndicatingValve
PrV Pressure Relief Valve
sCV Swing Check Valve
T Tee Flow Turn 90"
WirF Wrsbo
AngV Angle Valve
BFP BacKlow Preventer
cplg Coupling
DelV Deluge Valve
EE 45'Elbow
f Flow Device
fE 90" Firelock(TM) Elbov,,
FN Floating Node
GloV Globe Valve
Hose Hose
LtE LongTurnElbow
Pl Pump In
PO Pipe Outlet
red Reducer/Adapter
Spr Sprinkler
Tr Tee Run
WMVWater MeterValve
b Bushing
BV Butterfly Valve
Cr Cross Run
DPV Dry Pipe Valve
Eei 11%"Elbow
fd Flex Drop
fEE 45" FireLock(TM) Elbow
fT Firelock(TM) Tee
G\ Gate Valve
H'/ Hose Valve
n,ecT Mechanical Tee
l'2 PumpOut
PRV Pressure Reducing Valve
S Supply
St Strainer
U Unionz
of Valves and Fittings (C=120
( Arfuat Inside Diameter \ 4.87 = F".to,
\ Schedute 40 Steel Pipe Inside Diameter ,f
rb Name: Magnuson Hotel Renovation
;mote Area Number: 2
Pipe Informart
:-,;
-L-
ffFr i
lPerl;'l
0l--r-
10.,il
lode 1 Elev I
(Foot)
(#actor Flow added
this step
(q)
[ominal lD Fittings &
Devices
Equiv.
Length
(Foot)
Lengith
(Footl
Fittang
(Foot)
Total (Foot
lode 2 Elev 2
{Foot}
Iotal Flow (Ql Actual lD
24 16'-4 II
(See
Notes)
138'-10
30'-0
,l6S*iI16'-4 9.78 1.1010
Date:1012612011
on
: Factor Total(ft)Notes
Fift ing/Device (Equivalent
Length)
Fixed Pressure Losses, when
rpplicable, are added directly to
(PQ and shown as a negative
value,
iction Los
Unit (psi)Elev(Pe)
Friction(Pf)
150 17.304 .o...ROUtg7r....
T(5'-o)
20T(1 -0), T(5'-0)
)'18107
3.057
18.520 Total(Pt) Route 7
)b Name: Magnuson Hotel Renovation
emote Area Number: 2 Dalr: fi12612011
Pipe lnform ation
Total(Pt)Notes
Fitting/Device (Equivalent
Lensth)
Fixed Pressure Losses, when
applicable, are added directlY to
(P0 and shown as a negative
value.
{ode 1 Elev I
(Foot)
Kfactor Flow added
this steP
(q)
{ominal lD Fiftings &
Devices
Equiv.
Length
(Foot)
Length ' C Factor
Fitting 'I
(Foot) |
r"t"t F*t) |
tf Friction Los
Per Unit (psi)Elev(Pe)
Fra"ftn(PD[ode 2 Elev 2
(Foo0
fotal Flow (Q)Actual lD
120 20.820 .....ROUtg{orror
PO(5'-0)17 16'-4 aI
(See
Notes)
1'-0
5'-0 0.0011'13
18 16'-4 1.54 1.0490 6'-0 0.007
39'-10 15t )20.827
5T(1',-o), T(5'-o)
18 16'-4 1 (See
Notes)10'-0 0.00r)592
16 16'-4 1.54 1.1010 4g',-10 0.030
16 16'-4 1%a'-8y1 120 2A.857
0.0 J0114
15 16'-4 1.54 1.6820 a'-8%0.000
15
7
16'-4 1 (See
Notes)
128',-11%150 20.857
18T(1',-o), T(s',-o)
23'-0 0 000592
16'-4 1.54 1.1010 151'-11%0.090
16'-4 1 (See
Notes)
1'-0 120 20.947
PO(5'-o)
5'-0 0.001133
6 16'-4 1.54 1.0490 6'-0 0.007
20.361 | Total(Pt) Route 4
ffi
ffi Te.78 | 1.04e0 I
tl(seel1'-0 | 12o
Notes) l--;;-1-.----I c-u ' o.o34o3o
f-.-_- i
I 6'-0 |
20.361 .r...ROUte5.....
PO(5'-o)0.208
19.934 Total(Pt) Route 5
120 20.298 ....oROUIg6.....
3LtE(2''St/t)
?0 16'-4 1ta (See
Notes)
20'-3
7'-5
27'-8
0.004609 -0.723
28 18',-o 11.39 1.6820 0.128
28 18'-0 1Y2 12'-11%120 19.703
12'-11%
0.004609
34 18'-0 11.39 1.6820 0.060
34 18'-0 1%(See
Notes)
0'-5v2 120 19.763 LtE(z\,%)
z|5%0.004609 -0.197
35 18',-5%11.39 1.6824 2',-11vg a.o14
1 9.1 35 Total(Pt) Route 6
)b Name: Magnuson Hotel Renovation
emote Area Number: 2 Date:1012612011
Pipe Information
oot)
0.004609
0.005- 04
0.001 373
2c'.-2%
1 !',-1
31',-3y2
g
r)
31.755
r 847
f ,.000
12.455
19.580
0.197
12033
32
32
31
31 120
{ode 1 Elev I
(Foot)
T Eqalat Flow added
this step
(q)
tlorninal lD Fittings &
Devices
Equiv.
Length
(Foot)
Leng
-llg,
Fittit
(Foc
Total (I
[ode 2 Elev 2
(Foot)
Iotal Flow (Q)Actual lD
0.00
1 28.83
202 16'-4 4.2 14.43 1 (See
Notes)
4'-iJ
2'-t)
t*29 16',-4 14.43 1.1010
Fift ing/Device (Equivalent
Lenqthl
Fired Pressure Losses, when
are added directly to
and shown as a negative
Hose Allowance At Source
Total(Pt) Route 1
..r.rROUtg!rrooo
Sprinkler,
2T(1'-0)
Total(Pt) Route 2
o....ROUte3.....
Flow (q) from Route B
2Ee1(2'-Ss/t),2LtE(2|53/t)
126'-'i1Yt
Flow (q) from Route 4
LtE(3',-8%), T(12',-3%)
Total(Pt) Route 3
)b Name: Magnuson Hotel Renovation
emote Area Number: 2 Date:1012612011
Pipe Information
tlode 1 Elev I
(Foot)
K-Factor Flow added
this step(q)
tlominal lD Fittings &
Devices
Equiv.
Length
(Foo$
Length
Gootl
C Factor Tilal(ft)Notes
Fifting/Device (Equivalent
Lengthl
Eiwanl Draacrrra I accac whonFifting
(FootI
'f Friction Lr s
Per Unit {p:;i}Elev(Pe)
{ode 2 Elev 2
(Foo$
l'otal Flow (Q)Ac-tual lD rpplicable, are added directly to
Total (Foot)Friction(Pff (P0 and shown as a negative
value.
201 16',-4 4.2 14.40 1 (See
Notes)
3'-1%150 11.755 .....ROUtelooooo
Sprinkler,
T(5'-0)
5',-0 0.03701,4
29 16',-4 14.44 1.1010 8'-1%0.300
2S 16'.-4 14.43 4 (See
Notes)
25'.-2%150 12.055 Flow (q) from Route 2
E(7'-0), 3r(1'-0)
10'-0 0.1338 ;4
24 16'-4 28.83 1.1010 39'-2%5.248
24 16',-4 1 (See
Notes)
30'-8 150 11 344 T(1'-o)
5T(1'-0)
6'-0 0.0622]6
22
22
16'-4 19.05 1.1010 36'-8 2.281
16',-4 1 (See
Notes)
1',-o 120 19.585
PO(5'-0)
5',-0 0.1 18972
20 16'-4 19.05 1.0490 6'-0 o.714
20 16'-4 114 (See
Notes)
112',-2 124 20.298
4LtE(2'-53/r\
9'-1034 0.0a? 212
I 16',-4 7.66 1.6820 122',-03/,0.270
8 16'-4 9.78 1%(See
Notes)
30'-7 120 20.568 Flow (q) from Route 5
LtE(2', -5%), r (s', - 1 O3/1'
12\414 0 010132 -0.000
5 16',-4 17.44 1.6820 42',-11%0.435
5 16',-4 11.39 2 (See
Notes)
49',-7/+120 21.OO4 Flow (q) from Route 3
4LtE(3',-8%)
14'-gY1 0.007648 7.948
4 -2',-O 28.83 2.1570 64'-0 0.490
4 -2'-0 3 (See
Notes)
4'-11%124 25.441
2(-0.000), LtE(6'-8%)
6'-83/t 0.001023 2.156
3 -6',-113/t 28.83 3.2600 '11'-81/,4.012
3 -6'-11%3 (See
Notes)
1l'-9 120 31.609
BFP
0.001023
2 -6',-113/t 28.83 3.2600 t-v 0.003
2 -6'-113/t 3 (See
Notes)
103\8%120 31.612 Supply,
0.001375
I -6',-11%28.83 3.0680 1O3|83/t 0.143
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Chad Richards
From:
Sent:
To:
Gc:
Subject:
Attachments:
Chris Carr [chris@edgecreek.com]
Wednesday, October 05,2011 2:39 PM'Chad Richards''Eric Albaugh, Headwaters Construction'; Manager@centralparkrexburg.com; 'Chris Carr'
Central Park - Detailed room plans
LMK.jpg; BMK.jpg; MK.jpg; PK.jpg; Central Park Floor layouts.pdf; Hotel origional room
measurements.pdf
Chad,
f-.{erearemoredet*ils. Fieasebid*utali*fthisasitlsinyoLrrscope{t}nlessatherwisenotect}:
c There are 5 unit types, see pictures attachedo' -
l'"1f:,:':'3Ti 3:nTL L'"',fi" J"'i,'*""',
r Remove mirror & current vanity top
o Cabinets - White melamine, same as Nauvoo
o 34" sink base
o 12" base (beside refrigeratori
o Shelf tor Microwave &/or cabinets above sink {unrneasured}
r Count*r top - Laminate - granite looking that looks good with bathroom vanity top
o APPliances
o Appx. 10 cbft Refrigeratar 124" x24"1
o Micrpwave iPrice a big one for sitting on the shelf)
0 Kitchen Sink & Facet
o l-lot Plat* i0wner's resp*nsibility)
* 3 - 20A circuits {Twc in kitchen, *ne in main living area}
: ffjrffi-ilo nothins
' ruJw floori*g * Vinyl wood looking * l-lickary
o Vinyl in kitchen area as well, no changes to bathroom floor
o Flaster cver wallpaper
* Paint over plaster i5ame tan color as Nauvoo)
e Ease rnolding - Rubb*r - color - TBD
* Arap*s - filinds - TBD
Furniture {Owner's resy:onsibilityi
r Use existing chairs, tahle & desk
* Raised bed
w Z thr*.e draw*r riress*rs
e Wali rnau*ted T\l
o fo4isc. larnps
a Wardr*be
s Lcveseat
* krt -T&Da '--; "ift*,,ni rr{{3:Y:*:{.:#r::Il*n* roo't
e refilov* mirror, i*ave v*nity tnp
* edd hanging rod cver vanity t*p {f*r pairrts nr slrirts}
e add she lf e i:*ve hanging r*d
* Ki?chen wall
" Cabin*ts * White nrelarnin*, $affie as ldauv**
.: 3S" sinl< be se
o 3"2" dralven base
<) 36" base
o She lf f*r h4icr*wave &/*r cabinets above sink iunn'reasured)
* Countert*p - taminate - 6r*nite that looks good with bathrc*n'l vanity
* APPlia nces
D Appx. 10 cbft Refrigerat*r {24" x24"}
o Micrnrvave iPrice a big one for sitting cn the shelf]
a Kitchen Sink & Facer
o Hot Plat* {Owner's responsibility}
e 3*20Acircuits
" Bathroom * Do nothing
* Ma;n living area
o New flooring - Vinyl wood looking - Hickory
o Vinyl in closet area as well, no changes to bathroom floor
c Flaster over wallpaper
r Paint over plaster {Same tan color as Nauvoo}
r Base molding * Rubber * color - TBD
c Dr*pes * Blinds - TBD
. Furniture{Owner'sresponsibility}
r Use existing chairs, table & desk
e Raised bed
* 2 three dr"arlrer dressers
o Wall mounted TV
e Mlsc. lamps
ry Art - TBD
LMK * Large Main Kitchen - 343 sqft - I1'3*yz" x28'6"
. There are LG {lnterior rsofl'l$ on first floor}
n Clcset area
6 rernove mirror, leave vanity top
t add hanging rod cver vanity tog: {fnn paints or shirts}
o add shelf above hanging r*d
* Saw cut into floor to add drain fon kite hen in n:ain roonr
* l{itchen wall
e Cabinets * White melamine, $sme as hJauvoo
o 30" sink base
o 12" drawer base
o 3&" k*s*
o Shelf f*r Tt4irrazwav* tsl*r mfuinets a**ve slr:k {unmealur*d}
w C*unt*r\*p*Laffiinate - Granite that lCI*ks g**'Jwitk bathrccm vantty
* APf:liances
o Appx. lil cbft R*frig*rat*r {24" x24"}
a Mie rowave {Frice a big one f*r sittlng on the shelf}
cj Kitchen Sinlq & Fac*t
o f"{ot F{ate {Gwn*r's r*sponsibility}
w $*20Acircuits
* &atl"rro*m * iln n*thing
* l\rlair': livifig area
* f{€w {l**ri*g, - Vinyl wr*cl in*king - }"iick*ry
c Vir:yl in clcset ar*a ns vs*,tr\, rto ci:ang*s to bnthrcrm ffc*r
* Flaster *rrer rrotalipap*r
a Paint over plaster {Same tan c*le r as [14l:vcc]
e Fase m*lding * Rubber * c*lor - T**
e Drapes - Slincis - ?8il
* Furniture {Swner's r*sp*nsibil!ty}
* Use exislirrg chairs, tahle & desk
w Raised hed
* I three drawer dressers
e Wall r**u:rted TV
o Misc. lamps
* Love Seat
o Art - TBD
Bt*K - Balcony Main Kitchen 276 sqft - IyIA%" x 23'I" + 11'\jYn" x 5'6" Balcony
o There are 16 (interior rooms on second floor)
' Balcony area - 11"'1"0Yu" x5'6"
c Furniture stays the same
c New flooring - Vinyl * Sione looking, same e s Nauvoo
o Closet area
. rem0ve mirror, leave vanity tOp
r add hanging nod nver vanity top (for paints or shirts)
r add shelf above hanging rod
n Kitchen wall
r Cabinets - White melamine, same as Nauvoo
o 3O" sink base
o L2" drawer bnse
r; 36" has*
() Shelf for [Vlicrowave &/or cabinets above sink (unmeasured]
o Cnunt*rtop * l-ar"ninate - ffiranite that lcoks good with bathroom vani?y
o APP|iances
o Agrpx" 10 cbft f{efrigeratar 124" x24"}
o [\r]icrowave {Price a big one for sitting on the shelfi
o Kitchen Sink & Facet
o F{ot Plate {Owner's responsibilityi
o $*20Acircuits
' B*throom * D* nothing
* Main living area
s Newflo*rlng*Vinyl wood lonking-Wickory
o V!nyl in c9oset area as well, no changes tc bathnccm floon
* Fi*st*r *ver wallpap*r
s Paint ove r plaster {Sanra tan colon as ?$awv**}
e &asp- rn*lding * Rul:ber * color - TSD
* ilrap*s * Slinds - TfSl)
* FurraiYure {*wner's resp*nsibility}
* LJse exlsiing chairs, table & desk
a Wais*d **d
o 2 three drawer r{ressers
* Wall m*unteri TV
e lViisc. lamps
w Art - TBD
CI* * *ne 8*dr**m hasic*lly z r**ms r:f '2'1fr sqft - 3L'10"rt" x23'\" * r3a sqft total, Th*r* is *niy onei *n* [:eclr**rn {2$?}* Final tic*isi*ns havenr't he*n mcd*, l:ut rn*stly lik* the IUK ab*ve
Ccr'*rn*r'r rsoms
* 3 -- Fitness center il16)
p Gr"rt tlre bathraanr oi"li s* it is one big ro*nr
e Fl*oring * Vinyl - Hicknry
e TV & [iectricaiTSt]
m I * Laundry ltCIanr (3.26]
r Gut the r*orn *ut
* Flooring - Vinyl - Stone fooking, s*r"ne as BMK
* Finai lay*ut TBD
o 3 - fiffice {153}
o TBD
: Z - l(itchens on first floor
* TBD
r 1- Kitchen & Living room {204}
o TBD
f,hristopher Carr
President
fi f;dgeCne*k
251 W. River Park Dr,
Suite 3CI0
Provc Utah 84604
0: S0l"-4S4-5997
F: SSl-ZtrS-9982
M: 214-557-2811
Ai",6nlcw M (LP"f*
1 1 00352
All Studio APartments - Remodel
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Fnom:
Sent;
To:
Cc:
Subject:
Attachrnents:
Chris Carr [chris@edgecreek.comi
Wednesday, October 05, 2011 2:39 PM'Chad Richards''Eric Albaugh, Headwaters construction'; Manager@centralparkrexburg.com; 'chris carr'
Central Park - Detailed room Plans
LMK.jpg; BMK.jpg; MK.jpg; PK jpg; Central Park Floor layouts.pdf; Hotel origional room
measurements.pdf
Ch;:ti,
l-Jsre are rnnre cletails. Please !:id *ut *ll cf this a$ it is in yr:ur sccpe {Unless otherl'uise ncted}:
e T[:e re ar* 5 :-init type s, see pictures attachedc - -
l*'lf:*':'[Tf i: I ,ltTf.," il"'*T5 J #i,J-".,,
w Rem*ve nrirror & current vanity tsp
e Caklinets - White melamine, same as hlauvoo
o 34" sink base
o L?" bas* {beside refrigerator}
o Shelf for Microwave &/or cabinets above sink {unmeasured}
* Counter top - Laminate - granite looklng that looks good with bathro*m va*ity top
e Appliances
o Appx. 1& chft Refrigeratar 124" x24")
() Micrawave {Price a big one far sitling on {he sh*lf}
r: [{itchen Sink & Facet
() Flot Flat* {Owner's resp*nsibility}
e 3 * 20A circuits {Twa in kitchen, one in main llving area}
: ffiirffiff;nn notni**
* [',!ev* floori*g * V[nyl wood looking * l-lickory
t) vinyl in kitchen area as wel!, no changes to bathroanr floor
e Flaster *ver wallpaper
o Faint over plaster {Same la* t'*l*r as Nauv*c}
e Base rnolding - Rubber - color - TBD
o Drap*s -" Blinds - TE*
, Furnittre {#wner's respCInsihility}
w uJs* existing cha?rs, tabl* &" delk
a Wats*.* l**d
w ]. tlzrt* rlraw*r rir*st*rn
a W ali rnrs**t"*d T'J
q, f"1ist:, La{fiWS
,n VJ *rdrrs'*e
q L.*'i{!:5*#.1
qg l:zrl: -'f &t]{i'"''-:*'iri:!'*tiii.r'"ni?ifJi.:i:::;r:'::.'"''*nd{i*"ri
er r*.fir.{-1v{a ntirr#r, l*av* ";xnil.v tts?
*addh;*ngir:gr*d*v*rva*ttytoplf*rpaint's*r:hirtn)
1
e '{tdd shclf e h':vs hany,ing r*d
Kitrhel:,.r;;ll
o C;:*ineis * Vtlhite melanline, $sme fis ldau'.;*i>
o 3S" sinl< b*sr:
a l-2" clr*v;el' bas*
e 36" base
o Shelf fr:r fu{icrowave &lr:;" rahrnets athcv* sink ir;*;-aeasure ci}
il*unt*rt*p * L.lminate - fir*nite th*i ln*ks go*cJ with bathr**m vanrty
Appliances
D Appx. 10 cbft Refrig*rat*r lZ&" x24"j
O lViicrowave {Price a b!g one for sitting cn the sheif}
D i(itchen Sink & tacet
o Hct Flate {Ow;ner's respansibility}
o ]*20Acircuits
w Batirr*om - Do nothing
* fVlain living area
* New f!*oring * Vinyl w*md looklng - l-tickory
o Vinyl in claset area as welf, no changes to l:athrocrn floor
o plasten i:ver wallpaper
* Faint over plaster {Same lan colar as Nnuvoo}
a Base rnclding * Rubber * color - TBD
* Dnap*s - Elinds - TBD
o Furniture(Owner'sresponsibilityi
w Use existing chairs, table & deslc
e Raissd bed
e ? three drarrrer dressers
a Walt n-rounted TV
e Misc. lamps
w Art - T&i]
L.{Vt K * [-a rge Mla in Kiichen - 342 sqtt - 2L' 3*y",' y, Z&' 6,,
* There ar* 16 {lnteri*r rooil}s cn first floor}
m C{*:set area
s reillove mirror, leave vanity tcp
o acJd hangirrg rod *ver vanity to6: ifar paints or shirts)
w add sh*lf above hanging r*d
Sarv cq;t into flelor to add drain fi:r kitchen in main rconr
f{itcherr walN
* Caf:inets * White melamine, saffie as I,Jaulv*o
cj 30" sink base
o 1.2' jyawer nesr
<: 36" ha**,
(:) Sil*if f*r Y,,4ir.r*'*;ave &"1*r t*hine"Ls it,?r*v* sinl< {tsnrneaturt:,r}}
{-*unt*rNrsts * Larnirtat*. - {*r*rzitt* tt"tal:. 1**k* ga*d witlz b*,Lhvt:*nt var*ttl
t,p;:liartt*;
c *,ppx. 1.{} rlstt: ?,*tmg*ra1:*r 124" x. ?-t',"'!
a Miryr:wav* lTri;* t*'rsig an*. f *r si?ting, *fi t:f\e s?letqii
c Y'.ii.r:!zen !i:'h & {;:t+t
c fr*t ?late {{3',xitr:r'* rery*nsilsilitty}
* .-i; *- Z{ik titt:tsits
" bdthr*t:lr: * ilr-r *{}t"hitlg
* 'ft\ain iivtng area
s
6
K
m
ffi
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* hir"r; fl**rirsg * Vi*yf ',r,:**rj l**ki*g *" l-iicNc*ry
{-) Vin'yi in r.j*set fir*ft fis rv*}i, n* tbang,*strs Ls*thr**rrr fl*rsr
a Flaster cv*r wailpap*r
e Painf *ver pia:t*r {S*r"rr* tan c*lcr as l.J,:L,rv**}
a Ease n"iakiirrg * Rubber - colcr - T3*
e Dr*p*s - Siinds - TS*
* [urniture {*wner's responsib!!lty}
* Use existing chairs, tahle & desk
* Raised heri
o 2 thr ee cJraurer riressers
o We ll nrcu*terJ TV
* M!sc. lamps
* L*vc Seat
o Art - TBD
Rrrt{*BaiconyMain l{itch*n275sqft - r7'1.0%" N23'1" -rLlr,10y2,' x5,6,, Balcony* Tfrere are 16 {lnterinr roonls on second floor}
* Balccny area - J"L'l"$Tn" x5,6,,
e Furniture stays the same
e f,lew flo*ring - Vinyi - Stone looking, seme as Nauvoo
" Closet area
* i"srnove mirror, leave vanity t*p
* add hanging rod over vanity top {for palnts or shirts}
e add sh*lf above hanging rod* Kitchen lvall
* Cal:inets -. Wl"rite rnelamine, sam€ as Nauvoc
o 30" sink f;ase
o :LZ" dnawer base
(f i6" kas*
o Shslf f*r fvlicrowav* &./or cabinets above slnk {unmeasur*d}
C*untertop * Laminate - Gr*nite that looks g*od with bathrnom vanity
w APPiia nces
o Appx. 10 chft Refrigeratar {24,' xZT,,J
o ldlicrcwave {price a big one fcn sitting on ?he sheif}
o Kitchen Sinl< & Facet
o Hot Flate {Swner's responsib!lityi
Batlrrr:*m * Da nnthing
Main living ar*a
e I'dew fl**ring * Vinyl wr:od ioakin 6 - tlicl<*ry
o Venyl in t"*sEr:t &re& ab well, nu r:hanges t.rs ?s*t.hr*a*tt f]**r
v ptras4;rcr *'ser vlallp*p'*l
q, ?airit *v*r plas\"*r l.Ldryt* tarr c*l*t: as Netsvtt*i
p, {!:&1* r{tr}i*u\f} * F,uLsk*'r ^ rysl*r - Tt#}
e #rit{}*s * &linds - T**
F * r *it* r * {..*w rt r:r' s r e sp rs * sifuil t?.y}
* Li:e existing *tair"t, liablt 8; dr:sk
l::.ats*'..i r:*d
2 t?zre* *ratxer dr*sx,rs
$,i all m* *,n!-*, d "l''.1
F.ltrit;t. la*:ps
itrt. -T**
w
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P]
a
w
* $*20Acircuits
il*-*ne Becir**rtr b*iicallv 2r**rns*t)76 sqft- "11'1"*7,"'E23'1" *5b7^sqftt*te|
* Th*r* i:; *u:1,'/oris, fifte trerf r**rr: {25}}* Fin*l rjsci:i*ns haven't be*n med*, but rn*stly lilt* the bltlt ah*v*
il*t:rm*n f**t?)s
s :l -- Fitness ce*ter t226)
w Sut the hathroonr olt s* it is on* big raarn
e Fl*<i:"inS ^ Vinyl * ilirl<r:ry
e TV & ilectricaiT*l)
e J * i."aundry F?**m {126}
w fiut the ro*m cut
s Flo*ring * Vinyl * Stong lq;oking, sarne as 3M(
+ Final laynilt TBD
s 3 - 0ffice (:53)
e -IBD
m ] * i{itchens *n first flo*r
* TBD
s 1* Kitchen & Living room {204}
CI TED
ffitrxx"Hm&mB**er ffimrr
Fresident
Wffi#gm(r'**k
251 W. Riv*n Park Dr"
Si"rite 3fifi
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F: Sfi1 ?iS-SS&?
M: 234-557-?EL1
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1 1 00352
All Studio Apartments - Remodel
JOB SITE COPY
*These Plans are to remain on the
job and be available uPon request
during insPections'
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Chad Flichands
Fnornl
Sent:
To:
Cc:
Subject:
Attachrnents:
Chris Carr [chris@edgecreek.com]Wednesday, October 05, 2011 2:39 pM'Chad Richards''Eric Albaugh, Headwaters Construction'; Manager@centralparkrexburg.com; 'Chris Carr.Central Park - Detailed room plans
LMK.jpg; BMK.jpg; MK.jpg; PK.jpg; centrat park Ftoor tayouts.pdf; Hotet origionat roommeasurements.odf
APPRCVEL,
City of Rexburg
OCT t s tijli
ilh,lri,
l"f*rearem*rer*et;ril-{. Pleasebidoutallofthis*Eitisiny*urscape{{Jnlessotherivise*oteci}:
e T[:*re are 5 unit iypes, see pictures attached] - - ;-.'f[: f-:'T:jy f : n*; i"';fi: J ;,', J;"",,
o Remove nrirror & current vanity tcp
e Cabinets - White melam!ne, same ils Nauvoo
o 34" sink base
o 12" base {beside refrigeratcr}
o Shelf for Vlicrowave &lor cabin*ts ahove sink {r:nrneasured}
s Counter tsp * Lari'linate - 6ranile looking that locks good witlr bathroom vanity top
o APPiiances
a Appx. 10 cbft R*frig*ratnr 124" x24"1
(:) Micrcwave {Price a big on* for sitting cn tl-re sh*lf)
<: Kitchen Sink & Facet
o Hot $)late i#wn*r's responsibility)
* $ * 2t1,4 circuits {Twr: in kitchen, *r:e ln mairi living area}
* Bnthroorfl - il* nothing
* Main living an*a
o f{erv flooring * Vinyl wood looking * l-lickory
o Vinyl inr kitchen area as well, no changes to bathroantflaor
* [rlcster *ver" wallg:aper
o Paint cver plaster {Same tan coletr as l\}auvoo}
o Base n'laldir"rg - Rubber - color - TB*
* Erapes * Slindx - TBil
[:urniture iilwner's responsihility]
o t-"lse existing chairs, tabie & desls
e ftaised bed
w ?^ thr** rir*w*r dr*st*rs
* '$lall m**rtt*rlT'l
qq h,4isr.latnps
a \fl ardrr:tse
w |".*v*s*a\
w krT. - T&D
I ii1i, *""t)Ar:ii"t l."il":th*.rt - 27* s'a,fz - 'i"3,' 1{}1tt:" x 7_3'L"
" Tl*t:r: *re 33 {?*rir**t*r r*t}ry\s {:}n sctr;rtC {l*o{j
ttrt:**+; art:a
e r*r{z*v{: rTtirx:r,le*,r'* v*nity ti}p
e aiJC ha*ging rnd *ver vanrt/ top ltrsr paints *r skirt;s}
I
* ,1dd :l.rclf chove hang.ing rtsd
, i(itchrrr rva!i
e C;:i:ine ls * Vfhite nrelai"ninc, $arnB fis fiJauu**
() 3{}" slnl< bess
o l-2" ctrelver" bas*
o 36" hasc
n shelf f*r Micr*i.'vav* &lr:r cai:inets ah*ve sink i*nire as*reei)
* Count*rt*p - l.;rminnte - *rnnite that lo*ks go*rJ wiih bathroonr vnnity
s APPiiances
r ,&ppx. 1S chft **irigerat*r {24' x2tt")
() tViicrcwave {i}rire a big *ne for sifiing an the shelf}
a Kitchen Sink & Facef
a j *;^ IfiJIte
{own-rcr's respnnsibilitv}
" Eathr*oryr * Da nothing
* tulain living area
o htew flooring * Vinyl wood iooking - l-lickory
o vinyl in closet area as weil, no changes to bathroorn froor
o Flasten over wallpaper
* Paint over plaster {Sarne lan cc jar *s Nauvao}
o Base rnolding * Rubber * color - TgD
* Drapes * Blinds - T&D
x Furniture {Owner'sresponsibility}
w L.!se exisling chairs, table & desle
o Raised bed
s 7 three drav,,;er dressers
w Wall rn*unted TV
e Misc" !amps
w Art - T&D
LtutK * l-arge lMain Kitchen - JAZ sqt\.- j.I'3.*y.r,, x.Z&,fi"* Tl':ere are 16 {lntericr rooms cn flrst floor}* Cioset area
& remove rnirror, leave vanity top
q adrj hangirrg rod ov*r vanity toy: {for paints nn shirts}
o add shelf above hangir"lg rod
* Sarrr cut into floor to add rinain f*r kitchen in main rcon:* l(itchen walN
e Cahinets * White melaretine, sarne ns Llauv*o
c 30" sink hnse
o 3.2" drawer t:tage
o 38" hnrr:
o 1?'*tt t*r Wi$*'.t't;ts* &f *r r.abirt*tr aLtrsv'z sir:.k l*nrc,*a:,*r*,rJ1a {)rsunt*rt"rsp * L*nn*ao;* - *r*nitt: t"ttaT.1**ks gts*il wtth *a?.hr**rrt var:ttg
* k?Wliatzces
o kppx. !t"* r?:tL'i,*_{rig*rlt+;*r {}_4" x 24"}
a {'dlitr*uusav* if rit* a lsig *n* .f *r ettting *rz otb*
c lt"ittlz*.* SirziE 8,- F*t*t"
o'fr*i Ttate t*"rot**r' "; r,;sp*rtsil:ilit..7j
,* 3*2*!1 t:irt:*i?z
*dLhr**xs '- l?* n*ihing
fu{ain ij'..ring area
**,ets;j APPROVED
City of Rexburg
a
ft
* i,ie 'rt' tf**rirg* Vinyl rar**d l**l<lng * t-li*kary
tr Vinyl in *lE:set Ersfi fis wcli, ncl r.t:ang,es t* h;lthr**rn flrrr:r
o Flaster *ver rntallp*pr:r
p Pain? *ver pl*st*r {5arure lan c*l*r as FJaulrco}
a Base ni*lding * Rubber * col*r - TBD
e Dlapes - Slincls TBD
s Filrnit*r*{*wner'sr*sponsihi!lty}
* Use existir:g chairs, t*hle & d*sl<
s fta isect h*ri
* 2 thi'ee cJrawer dressers
e Wall n':cunteri TV
e [V]isc. lamps
* Lr:ve Seat
e Art - TSD
BMlt * Ilalc*ny Main Kitchen 276 sqft - rJ.'rayt" x23'r" .t 1T\arn" x 5'6" Balc*ny
" There are 16 {lntenior rooins on seccnd floor}
o Balcony area - J.l"'l-0T2" NS'6"
o Furniture stays the sanre
o hleuu floorlng - Vinyl * Stone looking, same es hlauvoo
il Clsset area
s refltove mirror, leave vanity toll
* add hanging rod over vanlty top {for paints or shirts}
c add shelf above hanging rod
* Kitchen wall
* Cabinets - White melarnine, sarne as Nauvoo
o 30" sink base
o 1"2" drawer [:ase
r.: 36" hns*
o Shelf f*r Microwave &/or cabinets abnve sirrk {unmeasurn*cl}
Coilntcrtop * Lamiriate - Granite that loal<s good with bathroorn vanity
Appiia nces
o Appx. L0 cbft Refrige ratar {24" x 24"}
o lMicrowave {Price a big one for sitting cn the sheli}
o Kitchen Sirri< & Facet
o H*t Plate {Owner's responsibility}
* $*20Acircuits
* Bathroq:r'n * 0o ncthing
" iVlain living area
e [rJ*w flo*ning * Vinyl wood lookinrg - l""lickr:ry
o Vinyl i* *l*s*.t ar*a as tnse|\, na thange:;2.a Lsat\,r*ar.zz
<* Flas+;*r rsnser" wall,?'*per
q ?ni*T nv*r ys\as\wr lSam* T.*rt r.:t:l*r' *s f4auvrs*j
* &ase w*kltmg - ftlskfu*r * rr"ttr*r - tr"**
e flrap*s**ltnds- T{3*
t *r rtittsr t {* x nr,: r' s r esV * * si*Il|ty}
* Us* *xisting chairt, ta'*le &t dr:sk
a' 'ittjt** *ed
* 2 t|zr*t: dra'wtr dr*s:*rE
q Wall r**ufit*dIV
* Fr4ir,t.. inn:ps
* &rt -T&A
@
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flc*r
APPROVED
City of Rexburg
OCT I 3 2fi1i
-
** - **e SeiJrr:*r* i:asrc*ily 2 ro*;.ns i;f z7s $qft - J. j,'J-*"ri', x23,r,, * *3k sqft t,*tal* Th*r* is *rtly one, *{\* t:e*rt:*nt {7_57}s Final cie cisi*ns h*venr't hee* nrcri*, fuut r:l*stly lil<* tlre tdry. als*v*[r:r:irnu* foftr]$
K 1 -* Fitrress ce ilier i22$)
s fiut the bathrr:*nr *ut s{l it is *n* big rocnr
s Fl*orii-l$ _ Vinyl * l-{ick*ry
e TV & f,lectricai T*t]s 'l * l.aundry fi**n i]"?fi]
* fiut tfie r*cm cut
w Flconing * Vinyl * Stone l*al<ing, s*me as gi\,1K
w Fina j layout TSD
u 3**ffice(1"53)
* 'I|tD
n 2 ^ J{itchens on first fioor
* TSD
s :L - Kitchen & Living roo*r {204}
e TBD
ffifur"tw&wpfixmn ffimnr
President
$ fidgeilrm*k
251. W. Riven Pmrk ffir,
Suite 3CIfi
Frov* Utah tr4$CI4
#r #fii"-4*4-5997
F: Sfi3-21fr-*p8?
t4 2L4-55/*?811
APPRCVED
eity of Rexburg
CICT
Page 1 ofl
http : / I agentsmith/output/arclMS_agentsmith3 2 9229 6g 5 6g jp g r/3/2012
BU rLI
It
O11!=e Use Only
ll*ilisiralr*n I'ir:
i:rifii i);tii:
IN FOR CERTIFICATE OF SU$INESS REGISTRATION
e any busine$$, trad8, or occupation within the corporate limits of the city of Rexburgrof Registratioil from the city of Rexburg and paying a general fee. certificates of]r applicaill complying with all applicable state lawc and city ordinances.
LC.\'AL N,\Mr, UT IIUSINESS
rv Businesqry' Renewal New Localion New Owner Remodel Other Change
l"L
TRApe NAME (doing business aq t{i\fffi,4t* fuK STATE TAX tD + d f Ol Of a
TYPE oF BU$lNEss (check one) sote proprietor corp. dtr) parkrership other
NATURE OF BUSINESS (Check all that Apply) Manufactudng whole$ale Retail Services Food services
f-l professionar contractor -z'--- - --\--
ilso,,"oo,.,,tnerenr"".i::'"::,:'l:#ffi, *;H::ili*,;:;;;*"L::,"__::::;.,^",,
Dealer (Appendx F) Towing & Booting {Appendix G) Wine (Appendx F/) Use of city sewer (Appendix | & Ji public
Transportation (Appendix K|
DESCRIBE IN OETAIL THE PRINCIPAL PRODUCT(s) oR s€RVtcE(s) RENDERED:
(=
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_9
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s$
\oo-oJqrer\9s
$
$6,
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CONTACT INFORilATION
APPLICANTS DRIVERS LICENSE NO.
NAME oF owNEFyAppL '"o*t ffiN furrq*t{. pnon" F,tt* 4s4- s7?5
Addresr W/ t Z.h,wrtt rV -*,wvn3*trfr-w*-vo?qttt**it@r
NAME oF pRopERry ownea Nfifra fua a LL{ - pnone fut- il04-trt15,-.
*aaress€lu b**fiw+.llz J**su .!64 fr:zay*rt*r fultl Enait@
AFTERHOURSEMFRGENCYCONTACT {"ftur {"UX phona,r.et- 4|Lt--sq?7
O-faro95'6t o* Sc on+P'c ? \e-s
M,g* $s4qo
IMPoRTANT: Incomplele or incorrect applications may result in delay or refusarof issuance of certificate of Registration.Exccpt where otherwise pmvided, the certificate year/rerm shal run i"r" l""r"ry r;G;t;;;;;;'ijliJrrn" ssme year,The certificate musr be renewed yearry and the appricabre rees m'st be plio y".rrv.
, DECLARE UNDER PENALWOF PERJURYAHD CORRECT, AND I UNDERSTAND THAT
AS APPLICANT, I
UNOER
ALL
-PLEASE ATTACH ANY APPLICABLj:aPPEND|X {see general ln formation abovol,AND ENcLosE A cHEcK FoR ALLAPPLICABIE FEES MADE PAYABL= TO THE CMi Or-NCXNUNC.
What typ6 of business will be performed:
"*Willthe business have food preparations?
**Will there be any cooking of foods?
"*Will there be any deep fat fryrns?
*nvill you have food disposal on site?
Will there be any mainlenance or mechanicalwork in the building?
**Will there be sumps or floor drains in the facility?
Will the business require more parking?
*"Will th$ business have any chemlcals on site??ffi1 6ttsn-*r*r.l|!t
ls this business occupying an existing building?
willthe business be doing any structurar/or remodering changes to the buirding?
Any changes to the electrical?
**Any changes to the pfumbing?
ls this business planned to be the same wirh different ownership?
Will there be a change of occupancy?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
.#reG
@
@
@G
@
No
No
No
No
ffi
No
I tertify thal rha information that t have provlded above is to ths beef pf my knowtedgg accu12te and true.
*"lr You ANS*ERED YE$ To ANy oF THE'E euEstoNs, pLEAsE '.MFLETE AppENrcEs I AND J.
LAW THAT ALL INFORMAT'6hI GIVEN I$
Phone
CITY OF
REXBTJRG
Ameicals Family Community
Community Development planning Meeting - Ready Team
December 12, 20ll 9:00 am
Attendees: Mayor Richatd woodland, val christensen,John Millar, Craig Rindlisbacher, Amanda Saurey,Corey Child, Steph en Zoltnger, Scott Johnson, Elaine McFerrin
ftems for Discussion
Chris Carr a
Stephen said chris cart is looking at tle state statute regulations as a remodel for the property rather than an
If the cuP is granted, the applicants could v^cate the current plat. A vacadon would have a public hearingbefore city council' The applicants u/ould need to record a ae.a dedicating the right-of-way on 7fr South.
occupancy change.
There is a meeting this afternoon with the developer regarding this issue.
Parking Lot Proposal - 34 North 1't East
Proposal A - two lots, with.city-(in coniunction with the urban Renewal District) having conrrol of westlot' and county having control of the east iot. The west lot would be available for open use as determined bythe City.
Proposal B - the lot would be kept as a single.lot, with lh.-ci,y administering and maintaining the newparking lot as a city parking lot that would be under control or *re city and the i;"bun Renewal District.
John said the lot is more usable and consistent if the City has conffol over the whole lot (proposal B).Stephen said if the city polices the lot' the city should maintnnit. He likes proposal a ii tire city is leasingthe lot and Proposal B if the City canpurchase the lot.
The lot could be an expansion of the Lt adjacent to city Hall. permits could be issued for a fee.
The Mayor felt it would be positive for the City to own the lot.
John will meet with the county and urban Renewal in 2 weeks on this issue
A conditional use Permit request concerning ,hi. p"op.$ i.l,r, tn-p^r"ry s"Ez agenda,asking toallow buildings with more than 4 units.
A
I tor units
l9 Units
16,320,
926 :
sq. ft of Mor
Sq. ft. loung
Sq. ft. office
The office ond lounge ore c
Totol Fees -$61,418.45
o rl
Hotel MFR Difference
Wqter l $64,337.OO ($64,332.00)
Sewer"$70,397.00 ($70,397.O0)
FlrO , I $2,335.32 $7,o12.13 ($4,677.1'l
Pollce $8,880.69 $5,581 $3,299.69
Pqrks $o $46,343.95 ($46,343.85)
Streets $19,240.60$69,9s2.66 ($51 ,61 2.06)
r m LI r)(rll
Hotel Single Student Difference
Woter $ 7,69s.oo$ g,oes.oo1
Scwer $ 24,605.00 $ (24,605.00)
$0.00 $ 21,226.99 $ (21 ,226.99)
Pqllcsi $ 3,Zl 6.23 $ 1,049.94 $ 2,666.29
Fire $ezz $ 1,319.17 $ (341.e3)
Streets $2,925.72 $ t 3,t 41.s4 $ (10,215.82)
HEADWATERS CONSTRUCTION
VICTOR, IDAHO
CANAL BRIDGE CROSSING FOR
CENTRAL PARKHOUSING
INREXBURGO IDAHO
BUTLER ENGINEERING & IAND SURVEYING, INC.
PO Box 473 - 224 South State Street
Shelley Idaho 93274
208 3s7-3898 - FAX 208 3s7-7698
beng i neering @cableone. net
HEADWATERS CONSTRUCTIOI{
VICTOR, IDAHO
CANAL BRIDGE CROSSING FOR
CENTRAL PARKHOUSII\G
INREXBURG, IDAHO
BUTLER ENGINEERING & [-AND SURVEYING, INC.
PO Box 473 - 224 South State StreetSheffey Idaho 83274
208 357-3898 - FAX 208 357-7698
bengi neering @ca bleone. net
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HEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING JOB NO. 2382
Table of Contents
SPECIFICATIONS
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HEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING JOB NO.2382
SPECIFICATIONS FOR A NEW
CANAL BRIDGE CROSSING FOR
CENTRAL PARK HOUSING
SCOPE
This specification covers the construction of a new Canal Bridge Crossing For Central park
Housing and all work necessary to do a complete work as described uf tne drawiigs and specifications.
DRAWINGS AND SPECIFICATIONS
The following drawings in addition to the contract documents describe the work to be done and areapatt of this specification. Approved shop drawings shall be submitted bv the Conrracror.
WORK BY ENGINEER
The Engineer will furnish the necessary copies of drawings and copies of this specification andother contract documents.- The Engineer will stake out the bridge and inspect the construction. Full timeinspection will not be performed. The Conlractor will be required to coordinate with the Engineerregarding the construction schedule. Two business days (48 hours) advanced notice will be iequired,before all concrete pours. The Engineer may perform inspection during any phase of construction.
WORI( BY THE CONTRACTOR
The Contractor will furnish gravel at the site for backfill behind the abutments and will performany road work necessary for the approaches to the bridge, except for the placement of backfill around thebridge.
The Contractor shall supply all materials and perform all work necessary for the satisfactoryprosecution and completion of the bridge. The Contiactor shall demolish bridle deck, abutments, andconcrete footings, and haul away the old bridge, the abutments and concrete foitings.
The Contractor will provide traffic control signs which will close the road to all except local trafficwhich needs access to private property near the bridge construction site.
The Contractor shall get prior approval from the Engineer of his planned method to construct thenew bridge. The proposed method of construction shall noi.uur" damage to any adjacent faciliility. Allinert debris such as concrete, rocko and waste soil, other trash and debris includi'rvr! vvurro ruwtr 4r u(,uurslI'' ruuK' arltr waste soll, otner trash and debns including wood wastes, garbageand brush must be lawfully disposed of by the Contractor. Demolition shall incluie anv removal offrees.rrv uru'r'ruDr us rawruuy ulsposeq or Dy me uontractor. Demolition shall include any removal oftrees,brush or debris necessary to provide room for the new structure on the site. The Contractor shall confnrnContractor shall conformto all of the requirements for construction imposed by the plans and specifications.
The Contractor will coordinate the relocation of the interfering utilities with all utility companiesand the City of Rexburg.
EXISTING UTILITIES
SPECIFICATIONS
MADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING JOB NO.2382
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The contractor shall retain and protect any utility lines near the construction site. over headpower lines, power poles, guy wires, and anchors must be protected by the Contractor.
The contractor shall investigate the site for other possible utilities which may be present and notnoted on the plan' Any utilities which may interfere with construction of the bridge shall be reported tothe Engineer. Any overhead power line will be left in service and not disturbed.
The contractor shall work around the existing water, sewer or other utility lines. Block outaround and adjust rebar as necessary to keep n.rr "on-rt*"tion : j .r"r."- io-
""isting lines. Supportlines as necessary to avoid damage during construction
FUTURE UTILITY CONDUITS
The Contractor shall cooperate with the installation of conduits to be provided by the UtilityCompanies for future utilities.
FOUNDATIONS
The contractor shall excavate the existing soil to the required grade and remove all undesirablematerial from the site. The foundation for the a6utments and wing walls shall be level on undisturbed.natural ground' If the contractor overcuts the foundation, he shall fill back to the grade shown withconcrete.
The footing shall not be poured until the foundation and forms have been approved by theEngineer' The contractor shallgive the Engineer two (2) complete scheduled working days (4g hours)notice as to the time he plans to pour concrete.
BACKFILL
All materials not required, or not suitable for backfill shall be removed from the site by thecontractor' It shall be the contractor's responsibility to restore the canal bed and all channel surfacesafter his work is completed. The backfilt uehino the abutment and wing walls shall be thoroughly drainedby means of clean sand and gravel. This material will be provided uniptu."Juy irr" contractor,s forces.
The backfill behind the abutments shall be mechanically tamped as approved by the Engineer.Backfill shall be laid and compacted in layers not to exceed 6" in thickness.
'ilackfill
shall be placed andcompacted at optimum moisture content to glYostandard density Proctor. The backfill shall be placed to8" below the surface of the bridge deck.
The contractor shall restore the canal to its original cross section to the satisfaction of the owner.The top I foot of backfill around the excavations in thi canal shall be compacted suitable native soils.such soil shall be free of deleterious substances such as waste wood, trash, rocks larger than 6 inches inany dimension, and any construction debris.
FALSEWORK AND FORMS
SPECIFICATIONS
MADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING JOB NO.2382
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General The Contractor shall submit working drawings, loading assumptions, allowable materialstresses used in design, and final design calculations foi proposed falsework and formwork, preparedan Idaho licensed engineer, and in accordance with
Approval of the falsework or formwork working drawings or any inspection performed by theEngineer will in no way relieve the Contractor of full responsibiiity for ih" fulr"*ork and forms.
The construction of any unit of falsework or formwork shall not start until the drawings for thatunit are reviewed and approved.
Plans Falsework or.formwork working drawings shall be submitted in duplicate, with one copy of designcalculations. working drawings shall identify materials used, including grades of lumber, in sufficientdetail to permit accurate checking.
- The working drawings shall include a placing diagram showing the concrete placing sequence,rate of pour, and construction joint locations. When a schedule for plicing concrete is shown on thecontract plans, no deviation will be permitted, unless approved.
The Contractor shall submit, with the working drawings, manufacturer's catalog data listing theweight of all construction equipment that will be supported by the falsework.
When footing type foundations are to be used, the Contractor shall determine the bearing value ofthe soil and shall show the values assumed in the design of the falsework on the falsework dra#ings.Assumed values for both wet and dry soil conditions shall be shown.
Anticipated total settlements and/or deflections of falsework and forms shall be shown on theworking drawings and shall include falsework footing settlement, joint take-up and deflection of beam orgirders. Anticipated settlements and/or deflection of fulr"*o.k shall not exceed I inch. Falsework andforms supporting deck_slab and overhangs on girder bridges shall be designed so that there will be nodifferential settlement between the girders anilthe deck 6rms during plalement of deck concrete.
Design The falsework and formwork design calculations shall show the stresses and deflections of allload supporting members.
The design of falsework and forms will not be approved unless based on the use of loads andconditions which are no less severe than those describedln this section and on the use of stresses anddeflections which are no greater that those described in this section. The stresses listed are based uponthe use of undamaged, high quality materials and such stresses shall be reduced by the Contractor if lesserquality materials are to be used. The Contractor is responsible for the proper eviluation of his falseworkmaterials and design of the falsework and formwork to safely carry the actual loads imposed.
.. Camber strips shall be used where directed to compensate for falsework deflection, verticalalignment and anticipated structure defl ection.
Timber connections shall be designed in accordance with the stresses and loads allowed in theNational Design Specifications for Stress-Graded Lumber and its Fastenings as published by the National
SPECIFICATIONS
HEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO.2382
I Forest Products Association except that reductions in allowable loads required therein for high moisture2 conditions shall not apply.
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4 Forms for exposed concrete surfaces shall be designed and constructed so that the formed surface5 of the concrete does not undulate excessively in any direction between studs, joists, form stiffeners, form6 fastenerso or wales. Undulations exceeding either 3/32 in. or 11270 of the center-to-center distance7 between studs, joist, form stiffeners, form fasteners, or wales will be considered to be excessive. Should8 any form or forming system, even though previously approved for useo produce a concrete surface with9 excessive undulations, its use shall be discontinued until satisfactory modifications have been made.l0 Portions of concrete structures with surface undulations in excess oith" limits herein may be rejected.l1
12 Forms for exposed surfaces shall be constructed with triangular fillets not less than 3/4', x 3/4',13 attached so as to prevent mortar runs and to produce smooth, straight chamfers at all sharp edges of the14 concrete.
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16 Loads. The design load for falsework and forms shall consist of the sum of dead and live vertical loads,17 and an assumed horizontal load. The minimum total design load for any falsework shall be not less thanl8 100 lbs. per SF for the combined live and dead load regardless of slab thickness.
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20 Dead loads shall include the weight of concrete, reinforcing steel, forms and falsework. The2l weight of concrete, reinforcing steel, and forms shall be assumed to be not less than 160 pcf for normal22 concrete.
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24 Live loads shall consist of the actual weight of any equipment to be supported by falsework25 applied as concentrated loads at the point of contract and a uniform load applied over the area supported as26 shown in the following table, plus 75 psf applied at the outside edge of d^elk overhangs.
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28 Deck forms 30 psf
29 permanentmetaldeckforms.....50psf
3?
Falsework . 20 psf
32 The assumed horizontal loads to be resisted by the falsework bracing system shall be the sum of33 the actual horizontal loads due to equipment, construction sequence, concrete iluid pressure, or other34 causes and an allowance for wind, but in no case shall the assumed horizontal load io be resisted in any35 direction be less than2 percent of the total dead load. The falsework shall be designed so that it will have36 sufficient rigidity to resist the assumed horizontal load prior to the placement of concrete.37
38 The entire superstructure cross section, except railing, shall be considered to be placed at one time39 herein. All wall or column forms, and their bracing, shail bJ designed to include a horizontal force for the40 pressure exerted by the concrete on the formwork. The pressure shall be computed as:4l
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SPECIFICATIONS
TMADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
P, = rso =-TQ .l#u
For columns (U.S. Standards):
Where
p^ = 150 .# <2,000 psf-for R < 7 ft. per hr.
< 2,000 psffor R , 7 ft. per hr.
JOB NO.2382
1,800 psi
106 psi
45 bns
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Pr=150+< 3,000 psf
Pm - Maximum pressure; psf
R - Rate of filling forms; fr. per hr.
T - Temperature of concrete; oF
Falsework footings shall be designed to carry the load imposed upon them without exceeding theestimated soil bearing values and anticipated settlements.
Stresses' The maximum allowable stresseso loadings and deflections used in the design of the falseworkshall be as follows:
Timber (U.S. Standards):
Compression perpendicular to the grains
Compression parallel to the grain
But not to exceed 1,600 psi
Flexural stress
Reduced to r,500 psi for members with a nominar depth of g in. or ress
Horizontal shear 140 psiAxial tension 1,200 psiIn the foregoing formulas, L is the unsupported length, d is the least dimension of a square orrectangular column, or the width of a square equivalent cro-ss sectional area for round columns.
The modulus of elasticity (E) used for timbershall be
Timber piles, maximum loading
Form panels for exposed surfaces shall be plywood conforming to or exceeding the requirementsof u' S' Product standard PS I for Exterior B-B (-oncrete Form) class I plywood or any material other
9,000 R
SPECIFICATIONS
I{EADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING JOB NO.2382
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than plywood which will produce a smooth, uniform concrete surface substantially equal to that whichwould result from the use of such plywood.-^ only fo;;;n"r, in good condition, free of defects such asscarso dents or deraminations, shari be used ro. .rpor"J-rirH."r.
Steel:
For identified grades of steel, design;trys-ses, except stresses due to flexural compression, shall notexceed those specified in the "uo"niManual of steel construction as published by the AISC.when the srade of steel cannot be positively identified, design stresses, except stresses due tol"#:*in%'ixt*1"i"-'"*i"J"i,r';r those ,p""irrJin saio lrsc rvranuar ro, ASrM Designation
U. S. Standards
Tension axial and flexural
Compression, axial 22,000 psi
16,000 - 0.38 L/f psi
Except L/r shall not exceed 120
Shear on gross section of the web of rolled shapes . . . 14,500 psiWeb crippling for rolled shapes
For all grades of steel, design
Compression, flexural
stresses and deflections shallnot exceed the following:
. 12.000.000 psi
But not to ex!ili?3:T!,3;i... unidentified steel or steer conform'*t#Trrr 436 nor 0.6Fy ror
In the foregoing formulas, I, is the unsupported tength; d is the reast di;:1#l :'.11'.:i111 "r," .q';;;;ilfi;'#::H'"ffi H'[1 .trliHffi:l :1 f:'::-^:1":i3;:,r',^t",f11",d,ffi ;;#;il#;d:,"#fi :[::il[;?Jfl ::Hf*]:::*::'ji;:member. All dimensions are expressed in i radius of gyration of theorsteer u,"a. ir,. ffili#il:ffiT:ilb'ffLT*J:ltilflT:ti'ff',tt:*l ''.rd,;;, r*ir'" e'"i.
' PSt.
Manufactured Assemblies' The maximum loadings and deflections used on jacks, brackets, columns,joists and other manufactured devices trtul no, exied tt
" .nunuacturer,s ,r*.-"naations except thatthe dead load deflection of such joists
"r"o "t tocations oitrlrlrrun under;.;k;il; between girders sha'not exceed l/240 of their span' The contractor shall furnish catalog data listing such manufacturer,s
;ffiTrT;f:tj!::or
shall perform tests as necessary to demonstrate the adequacy of any such devise
SPECIFICATIONS
FMADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING JOB NO.2382
TABLE FOR FORM AND FALSEWORK
REMOVAL AI\D LOADING OF CONCRETEPART 1:
Removal of Forms and Falsework:
Structural Element Min. days1,2
a. Side forms for footings, abutrnent caps, pier caps, Itraffic and pedestrian barriers, and any otheiside formsnot supporting the concrete mass. (Except as noted inPart l(b) ofrhis table)
b. Columns, abutment backwalls, and retaining walls 3(For elements 5 feet or more in height)
Cantilever bridge deck sidewalks aBridge decks, top slabs ofconcrete box culverts or .7
stiflless
Strength of Concrete
Based on Percent of
Design Strength 5
50
80
80
c. _C-rossbeams, caps, box girders, T-beam Girders,and flat slab superstructuresl
PART 2
Subsequent Loadinga of:
Structural Element Min. Daysl Strength of Concrete
Based on Percent of
Design Strength5
a. Footings and abutments 3 g0
b. Bottom-slabs of box girders (with falsework in 5 g0place)
c. Columns and walls 5 g0
d. Bridge decks, top slabs ofconcrete box culverts or 7 o^stifllegs and all other members tu
lFrom the time ofthe last placement in the forms or falsework.supportsand excluding the days when the sunounding temperature rsbelow40'Fforatotaloffourhoursormore. AllrequirementsofSection-cold*iatherConcretingofthesespecifications,shallstillapply.The contractor shall monitor the.temperature during curing time through the use ofctntrnuous recording thermometers.zForms shall not be removed until thi concrete has iufficie-nt streloiipi."*lo#"ge to the surface oi cause over stressing of the concrete.:where continuous spans are involved, the time for all^spans wil u--e a"t",-lneJtfine ust "on".ete placed affecting any span.aExcept loads fiom formwork and reinforcing steel offurther cor.rat" pr"ar.a"trl "'
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FIEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
CAST IN PLACE CONCRETE
JOB NO.2382
QUALTTY CONTROL
Codes and Standards : Comply with provisions of the following codes, specifications and standards
(latest edition in effect at date of document issue), except where different requirements are shown or
specified herein:
ACI30l "Specifications for Structural Concrete for Buildings."
ACI304 "Measuring, Mixing, Transporting and Placing."
ACI305 "Hot Weather Concreting."
ACI306 "Cold Weather Concreting."
ACI306.1 "Standard Specifications for Cold Weather Concreting" (may also be appropriate.)
ACI318 "Building Code Requirements for Reinforced Concrete."
Concrete Reinforcing Steel Institute, "Manual of Standard Practice."
ASTM C94 "Standard Specification for Ready-Mixed Concrete"
FORM MATERIALS
Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed
concrete surfaces with plywood, metal, or metal-framed plywood faced to provide continuous, straight,
smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number ofjoints. Provide
form material with sufficient thickness to withstand pressure of newly-placed concrete limiting deflection of
ll270th of the span between supports.
Plywood shall comply with American Plywood Association, grade "EXT-DFPA
PLYFORM" or better.
Forms for Unexposed Finish Concrete : Form concrete surfaces which will be unexposed in
finished structure with plywood, lumber, or metal.
Form Coatings : Provide commercial formulation form-coating compounds that will not bond
with, stain nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete
surfaces.
REINFORCING MATERIALS
Reinforcing Bars : ASTM ,4'615 Grade 60 deformed, as indicated on the drawings.
Supports for Reinforcement : Provide supports for reinforcement including bolsters, chairs, spacers
and other devices for spacing, supporting and fastening reinforcing in place. Use wire bar type supports
complying with CRSI recommendations, or approved substitute. Use supports with sand plates or
horizontal runners where base material will not support their legs. Pumice or concrete blocks are not
acceptable for rebar or wire mesh supports. Steel in the footings shall be hung from appropriate supports
crossing the forms. Any supports used to space rebar in the top of the bridge deck slab must be
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SPECIFICATIONS
FIEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO.2382
I epoxy-coated, equivalent to the rebar being held in place. Only plastic-coated tie wire may be used.
2
3 CONCRETE MATERIALS
4
5 Portland Cement : Cement shall conform to ASTM C150, Type I-II (Not Type III). The cement
6 shall contain no more than0.60Yo by weight of alkalies calculated as (Na2O + 0.658 KzO).
7
8 Aggregate : Fine and coarse aggregate shall conform to ASTM C33.
9
l0 Mixine Water : Potable having no pronounced taste or odoro and containing no deleterious
l1 materials.
l2
13 Air-Entraining Agents (AEA) : ASTM 0.60.
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15 Water-Reducing Admixtures : If water-reducing admixtures are used they shall conform to ASTM
16 C494, Type A, and contain no more thanlYo chloride ions.
l7
18 Calcium Chloride : Calcium chloride is not permitted.
t9
20 Pozzolans : Pozzolans shall conform to ASTM C6l8 Class F, except that the loss on ignition (LOD
2l shall be less than 27o.
22
23 RELATED MATERIALS24
?5 Nonshrink Grout : Provide one of the following or approved equal:2627 "Masterflow 713;" Master Builders.2829 "Sonogrout:" Sonneborn-Contech.303l "Five Star Grout;" U.S. Grout Co.
32
33 Curing Compound : Curing compound or curing-hardener-sealer compound shall comply with
34 ASTM C309, Type I, Class A.
35
36 The number of coats shall be as recommended by the manufacturer but in any case, deck slabs to be
37 left exposed shall receive a minimum of two coats with the second coat applied just after final clean-up.
38
39 Bondine Compound : Provide one of the following or approved equal:404l "Sikabond" Sika Corporation.4243 "Sonocrete" Sonneborn-Contech.44
45 "Weld-Crete" Larsen Products Corporation.
46
47 PROPORTIONING AND DESIGN OF MIXES
48
49 Mix Desigr : Prepare design mixes for each type and strength of concrete by either laboratory trial
50 batch or field experience methods as specified in ACI318.
SPECIFICATIONS 10
FIEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO. 2382
I Design mixes to provide normal weight concrete with the following minimum properties:
2
3 Class 40: 4000 psi 28-day compressive strength for structures, and on-grade slabs.
4
5 Adjustment to concrete mixes may be requested by the Subcontractor when characteristics of
6 materials, job conditions, weather, test results, or other circumstances warrant. Revised mix designs must
7 be submitted and approved prior to use.
8
9 Air-Entraining : Unless otherwise specified use an air entraining agent (AEA) in all concrete.
l0 Add AEA at the manufacturer's prescribed rate to result in concrete at point of placement having air content
11 within the following limits:
t2
13 l-l/2in. maximum aggregate: 5 %yo+I-l/2yo
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15 3/4 in. and 1 in. maximum aggregate: 6 %yo+ I-l/2yo
l6
17 Slump Limits : Proportion and design mixes to result in concrete slump at point of placement as
l8 follows:
l9
20 Reinforced foundations: 3 in. + 1 in.
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22 Slabs and other structural concrete: 3 %in. + | %in.
23
24 MIXING A}[D DELIVERY :
25
26 The manufacture and delivery of all concrete shall conform to ASTM C94 except as modified
27 herein. Hand-mixed concrete is prohibited.
28
29 When concrete arrives at the job site with slump below that suitable for placing, as indicated by the
30 specificationo water may be added only if the maximum permissible water-cement ratio and the maximum
31 permissible slump is not exceeded. Any water thus added to bring the slump within required limits shall be
32 injected in such a manner that uniformity requirements are met. Water shall be incorporated by additional
33 mixing equal to at least half of the total mixing required or 30 drum revolutions at rated mixing speed,
34 whichever is more. Agitating speed shall then be maintained for at least l5 minutes following
35 commencement of final mixing operations. Additional AEA may be introduced during this mixing period
36 if necessary to meet specifications. Neither water or AEA shall be added to the batch at any later time.
37
38 Concrete uniformity shall meet the requirements of ASTM C94 except as modified herein. After
39 final mixing is complete, visible lumps, nonconformance to uniformity requirements, or failure to meet
40 specified slump, entrained air and temperature requirements shall be considered cause for rejecting the
4I remainder of the load. In addition, failure of the ready-mix truck drum to meet uniformity requirements
42 will be deemed case for rejection of the mixing equipment until adequate repairs have been made.
43
44 Discharge of the concrete shall be completed within l-l/2hrs, or before the drum has revolved 300
45 revolutions, whichever comes first, after the introduction of mixing water to the cement and aggregates.
46 This l-l/2 hr. limit may be extended by the Engineer if the concrete still meets all
llSPECIFICATIONS
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HEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSNG FOR CENTRAL PARK HOUSING
JOB NO.2382
specified requirements after l-ll2hrs. (Additional testing to verify conformance to specifications may be
necessary.) In hot concrete a time limit less than l-l/2 hrs. may be designated by the Engineer.
Concrete which is rejected for failure to meet any of the above requirements will be removed and replaced at
the expense of the Contractor.
Hot or Cold Weather Concreting: Methods and means of batching, mixing and delivery of concrete
in hot or cold weather shall comply with "Recommended Practice for Hot Weather Concreting" (ACI-305)
or "Recommended Practice for Cold Weather Concreting" (ACI-306), including temperature requirements
of Table 3.1.
FORMS
Forms: Unless otherwise shown on the drawings, all forms shall be straight and plumb, rigid and
mortar tight. All forms shall be braced, tied and supported sufficiently to maintain their required position
during and after the placing of concrete. Joints shall be sufficiently tight to prevent mortar leakage.
Where shown on the drawings, suitable moldings shall be placed in forms to shape edges or surfaces of
concrete members.
Form Ties : Use factory-fabricated, adjustable-length, removable or snapoff metal form ties,
designed to prevent form deflection, and to prevent spalling concrete surface upon removal.
Unless otherwise indicated, provide ties so that portions remaining within concrete after removal
will not be within I -in. of any exposed concrete surface.
Tolerances : Unless otherwise noted on the drawings formwork shall be constructed so that the
concrete surfaces conform to the tolerance limits listed in Table 4.3.1 of ACI 301.
Preparation of Form Surfaces : Coat contact surfaces of forms with a form-coating compound
before reinforcement is placed. Do not allow form-coating compound to come into contact with
reinforcement or with concrete surfaces against which fresh concrete will be placed.
PLACING REINFORCEMENT
Clean reinforcement of loose rust and mill scale, earth, ice, and other materials prior to concrete
placement.
Accurately position, support and secure reinforcement against displacement by formwork,
construction, or concrete placement operations. Adequate rebar chairs, plastic bar supports, rebar spacers,
wire ties, and suspender wires, etc., shall be used to obtain minimum clearances and to securely hold the
rebar in its plan position prior to beginning placement of the concrete. Rebar shall not be placed after the
concrete has been placed in the forms.
Place reinforcement to obtain at least minimum coverage for concrete protection. Unless otherwise
indicated, reinforcement position shall be as necessary to meet coverage, spacing and placement
requirements specified in ACI 318, Chapter 7.
SPECIFICATIONS
FIEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO.2382
1
2 Unless otherwise shown on the drawings, splicing of reinforcement shall be in accordance with ACI
3 318, Chapters 7 and 12. Unless otherwise indicated on the drawings, all splices shall be Class B tension
4 splices for regular bars.
6 JOINTS
7
8 Construction Joints : Locate and install construction joints, when not shown on drawings, so as not
9 to impair strength and appearance of the structure.
l0
11 INSTALLATION OF EMBEDDED ITEMS
I2
13 Set and build into work anchorage devices and other embedded items required for other work that is
14 attached to, or supported by cast-in-place concrete. Secure all such items firmly in position.
l5
16 CONCRETE PLACEMENT
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18 Preplacement Inspection : Completed formwork, reinforcing steel, and items to be embedded shall
19 be inspected and approved prior to placement. However, such approval shall in no way release the
20 Subcontractor from responsibility for acceptable and satisfactorily completed work. For concrete cast
2l against soil, the base shall be free from frost or ice and shall be wetted down before placement.
22
23 Placing Concrete in Forms : The concrete shall be deposited continuously in horizontal layers not
24 more than 2 ft. in depth with each succeeding layer placed before the preceding layer has reached its initial
25 set.
26
27 Consolidation : During and immediately after placing, all concrete shall be consolidated
28 sufficiently to provide thorough placement around all reinforcement, embedded items, and into corners of
29 forms without segregating the mix. Vibration shall penetrate the placed layer and at least 6 in. into the
30 preceding layer. Do not use vibrators to move concrete inside the forms. A spare vibrator shall be on hand
3l at the job site and available to substitute for any other vibrator which fails during placement.
32
33 Dropping of Concrete : Maximum allowable free vertical drop shall be 5 ft. but dropping of
34 concrete from this height through reinforcement (as in columns and walls), or other conditions causing
35 segregation, shall be avoided. For drops greater than 5 ft., a confining device shall be used, subject to the
36 approval ofthe Engineer.
37
38 Hot Weather Placing : When hot weather conditions that would seriously impair quality and
39 strength of concrete exist, place concrete in compliance with ACI 305 and as specified herein.
40
4l Cool mixing drum and/or ingredients before mixing to maintain concrete temperature below 95"F at
42 time of placement.
43
44 Cold Weather Placing: See page 16.
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l3SPECIFICATIONS
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FIEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO.2382
FINISH OF FORMED SURFACES
Ordinary Surface Finish: Immediately after the forms have been removed, the Contractor shall
remove form bolts and tie wires. If rock pockets are of such extent or character as to materially affect the
strength of the structure or to endanger the life of the steel reinforcement, the engineer may declare the
concrete defective and require the removal and replacement of that portion of the structure affected. All
holes and depressions shall be cleaned, thoroughly wetted, and filled with a cement mortar composed of one
part of cement to two parts of sand. An approved bonding agent may be required. All fins caused by form
joints and other projections shall be removed above the ground line. The resulting surfaces shall be
reasonably smooth and uniform in texture and color.
Concrete which has been discolored by the drip from the abrasive shall be thoroughly cleaned by
using a dilute solution of muriatic acid, then washing thoroughly with clean water.
Ordinary surface finish may be used for concrete surfaces that are to be concealed in the finished
work.
Exposed surfaces: Formed surfaces which will be exposed in the final construction shall have the
following finish. Thoroseal shall be applied according to the manufacturers directions.
Related Unformed Surfaces : At tops of wall, horizontal offsets, and similar unformed surfaces
occurring adjacent to formed surfaces, strike off smooth and finish with texture matching adjacent formed
surfaces.
BRIDGE DECK
Deck slabs and wearing surfaces shall be finished and straight edged as set forth below:
Additional water shall not be placed on the concrete surface during finishing operations.
After screeding the concrete surface shall be straightedged, given a final finish, and meet
the completed surface requirements as set forth below.
a.Hand Method: After the concrete is placed, it shall be struck off with a template or
a vibrating screed. Concrete shall be finished to an even surface by means of both
longitudinal and transverse floats. The use of a power trowel will not be
permitted.
Straightedging: While the concrete is still plastic, the surface of the concrete shall
be tested for trueness by the Contractor. For this pulpose the Contractor shall
furnish and use an approved l0-foot straightedge. The straightedge shall be held
in contact with the surface in successive positions parallel to the center line and the
whole area gone over from one side ofthe deck to the other as necessary. Advance
along the surface shall be in successive stages of not more than Yzthelenglh of the
straightedge. Any depressions found shall be immediately filled with freshly
mixed concrete, struckoff, consolidated and refinished. High areas shall be cut
down and refinished. Special attention shall be given to assure that the surfaces
b.
SPECIFICATIONS t4
F{EADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
across joints meets the requirements for smoothness. Straightedging and surface
correction shall be done from foot bridges resting on the side forms and spanning
but not touching the concrete. Straightedge testing and surface corrections shall
continue until the entire surface is found to be free from observable departures from
the straightedge and the deck conforms to the required grade and cross section.
c. Broom Finish: When the concrete has hardened sufficiently, the surface shall be
given a coarse broom finish. The broom shall be of an approved type. The stroke
shall be free from porous spots, irregularities, depressions, small pockets, or rough
spots. Stroke shall be perpendicular to roadway centerline.
d. Surface Smoothness: At the end of the curing period, the deck surface will be
tested for smoothness by the Contractor. The surface shall vary in no place more
than ll4" in 10 feet from the lower edge of the straightedge and 90 percent of the
readings shall not exceed 1/8" in 10 feet. Concrete surface that does not meet
surface smoothness requirements will be ground or replaced as directed by the
Engineer at the Contractor's expense.
CONCRETE CURING AND PROTECTION
General : Protect freshly placed concrete from injurious action by sun, rain, wind,
flowing water, frost, freezing, mechanical injury and premature drying for not less than seven (7)
consecutive days after placement.
Altematively, if tests are made of cylinders kept near the structure and cured by the same
methods, moisture retention measures may end when the average compression strength has
reached 70Yo of the specified strength. Other alternatives such as those given in ACI 301 12.2.3
may also be used if approved by the Contractor.
Early Loading of New Concrete : Early loading of concrete structures shall comply with
requirements of ACI318, Section6.2. When construction loading is proposed before concrete
has achieved its 28-day design strength, structural calculations and concrete strength test data shall
be submitted to and approved by contractor prior to loading.
Curine Methods : Perform curing of concrete by one or more of the following methods:
Moist Curine: Cover concrete surfaces with moisture-retaining cover for curing
period. Exposed horizontal concrete surfaces may be covered with sand or other
approved material and kept wet for the required period. Wood forms shall be kept
sufficiently wet at all times to prevent the forms from separating at the joints and
the concrete from drying.
JOB NO.2382
SPECIFICATIONS l5
FMADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
IOB NO. 2382
Membrane Curing: Concrete surfaces to receive membrane curing shall be treated with a
curing compound as specified or otherwise approved. The curing compound shall be
applied in strict accordance with the directions of the manufacturer of the compound.
Cold Weather Concretins : All concrete pours shall be covered with insulating blankets
and tented and heated to protect from cold temperatures. Whenever the air temperature
will fall below 32" F any time during the curing period, the Contractor shall provide heat to
maintain temperatures between 50" F and 90" F for a minimum period of 72 hours for
footing pours and 120 hours for walls and decks. During this curing period the
temperature shall not be less than 40' F in the enclosure protecting the structure.
Sufficient materials and heat source shall be on site before a pour. The construction site
shall not be left by the workmen until the insulating blankets are in place to protect the
freshly poured concrete and the heat source is on and working properly. Plastic sheets
shall not be considered to have any insulating value whatsoever. The Contractor shall
monitor the temperature during curing time through the use of continuous recording
thermometers.
Each element in the bridge must be protected from cold weather. An element is
defined as an entire footing or wall or all of the deck. For the purpose of this
contract there a total of SEVEN elements per bridge.
Footings Walls Deck Curbs/sidewalk
2 2 I 2
When necessary, arangements for heating covering, insulating, or housing the
concrete work shall be made in advance of placement and shall be adequate to
maintain the required temperature without injury due to concentration of heat.
Combustion heaters shall not be used during the first 24hrs. unless precautions are
taken to prevent exposure ofthe concrete to exhaust gases which contain carbon
dioxide. If early loading is anticipated during cold weather, provide extended
temperature protection to insure necessary strength development. See Table 6.8
ACI-306 and "Early Loading of New Concrete."
Hot weather: The concrete surfaces shall be kept below 100"F for the curing period.
When necessary, provision for windbreaks, shading, fog spraying, sprinkling, ponding, or
wet covering with a light colored material shall be made in advance of placement, and such
protective measures shall be taken as quickly as concrete hardening and finishing
operations will allow.
Rate of temperature change: Changes in temperature of the air immediately adjacent to
the concrete during and immediately following the curing period shall be kept as uniform
as possible and shall not exceed 5'F in any I hour or 50'F in any 24-hour period.
SPECIFICATIONS t6
HEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
REMOVAL OF FORMS : See table on page 8.
CONCRETE SURFACE REPAIRS :
All porous and fractured concrete shall be repaired. Surface defects may be repaired by
patching. Surface defects include color and texture irregularities, cracks, spalls, air bubbles,
honeycomb, rock pockets, fins, snap-tie holes and other projections on the surface. All repairs
shall be approved by the Owner's Representative. Alternate repair methods not specified may be
used if approved by the Engineer.
Patch Defective Areas : Repair and patch exposed defective areas with cement mortar
immediately after removal of forms, when approved by the Contractor. Cut out honeycomb, rock
pockets, and voids over 3 in. in any dimension. Thoroughly cleano dampen with water and
brush-coat the area to be patched with specified bonding agent. Place patching mortar after
bonding agent has dried as specified by the product manufacturer.
QUALITY CONTROL TESTING :
Qualification of proposed materials and the establishment of mix designs.
Other testing services needed by the Owner to control or monitor the production,
transportation, placement, protection, curing or temperature of the concrete.
The use of Owner supplied inspection or testing services shall in no way relieve the
Contractor of the responsibility to fumish materials and construction in full compliance with the
Contract documents.
Monitoring of concrete protection and curing methods will occur. The Contractor shall
supply recording thermometers and allow inspection personnel full access to them.
Sampling and testing for quality control during placement of concrete may include the
following:
' Sampling Fresh Concrete: ASTM C172, except modified for slump to comply with
ASTM C94.
' Slump: ASTM C143, each truck.
> Air Content: ASTM C231" each truck.
> Concrete Temperature: Test when air temperature is 40"F or below, or when 90"F or
JOB NO.2382
SPECIFICATIONS t7
I{EADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
above, and at any other times as selected by the Contractor's Representative.
> Concrete Uniformity Test for Adequacy of Mixing Equipment: ASTM C-94.
' Compression Test Specimen: ASTM C31; one test per truck with a standard cylinder
for each compressive strength test, unless otherwise directed.
Subsequent tests may include:
' Compressive Strength Tests: ASTM C39; frequency of testing shall comply with ACI
318, Chapter 4 unless otherwise directed.
Strength level of an individual class of concrete is satisfactory if both of the following
requirements are met:
'Average of all sets of three (or less of three are not available) consecutive strength tests
equal or exceed the specified2S day compressive strength.
>No individual strength test (average of two cylinders) falls below the specified2S day
compressive strength by more than 500 psi.
Nondestructive Tests : Testing by impact hammer, sonoscope, or other nondestructive
device may be performed to determine relative strengths at various locations in the structure as an
aid in evaluating concrete strength in place or for selecting areas to be cored. Such tests, unless
properly calibrated and correlated with other test data, shall not be used as a basis for acceptance or
rejection of the concrete.
METALS
The Contractor shall fumish, fabricate, deliver, and place the metal reinforcing bars,
stimrps, tie chairs, clips, spacers, splice rods, etc. and all other metal reinforcements as displayed
on plans or hereinafter specified or as may be necessary or required to complete the reinforcement
of the concrete work.
REINFORCING STEEL shall be of intermediate or hard grade steel conforming to A.S.T.M.
4615 grade 60. Wire reinforcing shall conform to A.S.T.M. A82. The Contractor shall submit a
certificate of compliance with the above requirements to the Engineer when the steel is delivered
to the project, and prior to its use in the structure. Epoxy coated metal reinforcement shall
conform to AASHTO M284 with the following amendments:
l. Paragraph 3, Coating Materials, shall be amended to prohibit use of colors in shades of
brown, which inhibit visual detection of rust spots and damage.
JOB NO.2382
SPECIFICATIONS 18
}IEADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO. 2382
2. Paragraph 5, Surface preparation, shall be amended to permit chemical cleaning of
reinforcing bars if laboratory tests on the epoxy resin and chemically cleaned bars indicate
this method of preparation is satisfactory.
3. Paragraph 12, Repairs Due to Handling, shall be amended to permit acceptance of bars
with up to 5 percent damage to the total surface area of the bar. All coating damage shall
be repaired and bars with over 5 percent total damage shall be rejected at the job site.
Percent damage per l-foot length of bar will not be used as a criteria for rejection.
Reinforcing steel shall be free from loose rust or mill scale or any other coating that will
reduce or destroy bond. Reinforcement shall be of the size and dimensions shown on the
drawings and shall be properly cut to length, bent, hooked, bundled, and tagged for identification.
Cold bends shall be made as shown on the details and no metal reinforcement shall be bent or
straightened in a manner that will injure the material. Bars or wires with kinks or bends not
shown on the plans shall not be used and heating reinforcing bars for bending shall not be
permitted.
Storing and Surface Condition of Reinforcement: Steel reinforcement shall be stored
above the surface of the ground on platforms, skids, or other supports and shall be protected as far
as practicable from mechanical injury and surface deterioration caused by exposure to conditions
producing rust. When placed in the work, reinforcement shall be free from dirt, detrimental rust,
loose scale, paint, grease, oil or other foreign materials. Reinforcement shall be free from
injurious defects such as cracks and lamination. Rust, surface seams, surface irregularities, or
mill scale will not be cause for rejection, provided the minimum dimensions, cross section areao
and tensile properties of a hand wire brushed specimen meets the physical requirements for the
size and grade ofsteel specified.
The Contractor shall place all metal reinforcement accurately and securely in the forms and
so fastened that it will not be displaced while concrete is being placed ard compacted. All
reinforcement shall be securely tied by wire, clips, or chair rod spacers.
The Contractor shall cooperate with the telephone or power companies to place any
conduits in the bridge to accommodate existing or future service lines, during the installation of
reinforcing steel in the forms. The actual location of conduits in the bridge must be approved by
the Engineer.
All bars shown nearthe bottom of slab shall be substantially supported on approved type of
slab bar supports. Top steel in slabs shall be supported by individual high chairs spaced so that all
bars are held firmly in place. High chairs shall be epoxy-coated at ends resting on forms, and at
all points of contact with epoxy coated rebar.
SPECIFICATIONS t9
TMADWATERS CONSTRUCTION
CANAL BRIDGE CROSSING FOR CENTRAL PARK HOUSING
JOB NO.2382
WATER CHANNELS
The Contractor shall remove all material from the canal within the bridge walls down to the
bottom of the canal and leave a level clean surface all the way across the channel bottom prior to
the completion of the job. All excess materials shall be wasted away from the bridge site by the
Contractor. The Contractor shall be responsible for contacting the Engineer or City, or agencies
using the canal to coordinate bridge construction work.
The Contractor shall restore the canal to its original cross section to the satisfaction of the
Owner. The top I foot of backfill around the excavations in the canal shall be compacted suitable
native soils. Such soil shall be free of deleterious substances such as waste wood, trash, rocks
larger than 10 inches in any dimension, and any construction debris. At the completion of the
bridge project the channel surfaces shall be restored to the satisfaction of The City of Rexburg or
other interested parties. .
TEMPORARY SHORING
This work shall consist of designing, installing, and removing all temporary shoring
required for support of the existing and the new roadway adjacent to the construction area.
Materials for shoring shall be determined by the Contractor and approved prior to construction.
The Contractor shall select the materials, method and design of the temporary shoring to be
used, and use the shop drawings and design calculations provided by the Engineer and included
herewith.
SPECIFICATIONS
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REXBIIRG
,'. n e ri *t\ lt r ni ly C tt n mw t ii t1'
July 28,2014
Columbian Mutual Life Insurance Company, a New York corporation andf or its assigns
Attention: Christine L. Cawley, Second Vice President, Inveslme4ts
47 04 Y estal Parkway East
Vestal, New Yotk 13850
Re: ZonngVerification
Central Park Apartments
450 West 4'h South
Rexburg,ID 83440
Dear Ms. Cawley:
The property is subject to the Rexburg City Zorunr regulations. Please tefer to the City
of Rexburg Development Code Ordinance No.1 1 1 5, which includes explanations of the
various zones, permitted uses, parking requirements, and the zoning map. It is available
on the Citv's website- at www.rexburs.ors.
The subject property is zoned Mixed Use 2 (iVIU2). Per the Rexburg Development Code,
the MU2 zone was ". . .established to provide areas in which a varreq of housing types
may exist among neighbothood-serving commercial and institutional uses..."
To the best of my knowledge, the current use is in compliance with applicable zoning
codes, rules, and tegulations of that zoning designation. There is currently an active
building permit.
Thank you for your inquiry. Please contact me if there are ^fiy other questions.
Sincerely,
Lu ri,_'hu. ?z.r,i _,v *)
Elaine McFerrin
Planning & Zonng Coordinator
City of Rexburg
CiA oIRexble Planning and Zoning
35 Nonh l4 East Rexbatg, ID 8t110
Phone (208) J59-J020
Per your request, this letter has been written to confirm the Zontng designation for the
property located at 450 West 4'h South, in Rexburg, Idaho - Central Park Apartments.
*r"att4
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Receipt Number:velopment
. 83440
18) 359-302211t-.x.i;ljiilJ
9!ttJ ! t\u! | !ut!
CXT /il']fiLf /r':rlTClJltr .?u,!JtLt!llr-
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THrli'li; T0u *i,tir H*ut A l,lIft IIAT
'Extinguishing Systems
t Fee
.umbing Permit Fee
Erectncar Fee Based Calulation based on Elec
Fire Alarm and Detection Systems Fire Fee
Fire lmpact
Fire lmpact
Mechanical Fee Based Galulation based on Mt
Park lmpact Fee
Park lmpact Fee
Plan Gheck Fee
Police lmpact Fee
Street lmpact Fee
Street lmpact Fee
$ 3,299.69
$3,299.69
$3,299.69
$3,299.69
i l-orrZJ
r 1-0504
1 1 -0504
I 1 -0531
11-0504
1 1,0504
1 1 -0531
1 1.0504
1 1 -0531
1 1 -0504
1 1 -0531
1 UrZ6r2U1 r
12t06t2011
12t0612011
12t2712011
12t06t2011
12t06t2011
12t2712011
1210612011
1212712011
1210612011
12t2712011
$496.00
$6,430.00
$1,160.00
$1,510.00
$it,110.00
$1,169.28
$3,507.83
$1,460.00
$11,585.96
$34,757.89
$643.00
-$3,299.69
$12,904.27
$38,712.79
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
CHEGK
JuL 0I 201?
genpmtrreceipts Page 1 of 1
ee
e
:ee
(inguishing SYstems
'ee
.rbing Permit Fee
Electrical Fee Based Calulation based on Elec
Fire Alarm and Detection Systems Fire Fee
Fire lmPact
Mechanical Fee Based Galulation based on Mt
Park lmPact Fee
Plan Gheck Fee
Street lmPact Fee
$51,617.06
$46,343.85
-$3,299.69
$4,677.11
Total:
$38,712.79
$34,757.89
-$3,299.69
$3,507.83
$0.00
$0.00
$0.00
$0.00
$73,678.82
11-0423
11-0504
11-0504
11-0504
11-0504
11-0504
11-0504
101261201'l
121061201'l
12106'2011
1210612011
12t0612011
1210612011
1210612011
$496.00
$6,430.00
$1,160.00
$1,510.00
$1,110.00
$1,169.28
$1,460.00
$11,585.96
$643.00
512,904-27
11 00352
11 00352
1t 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
11 00352
$73,678.82
8) 359-3022
DEC27
genPmtrreceiPts
Page 1 of 1
te
I Detection Systems Fire
it Fee
re Based Galulation basr
lumbing Permit Fee
Fee
!e
ixtinguishing Systems
tsed Galulation based on Elec
$ 36,462.51
$36,462.s1
$496.00
$1,510.00
11 00352
11 00352
$36,462.51
$0.00
$0.00
$0.00
$0.00
$0.00
$38,712.79
$34,757.89
$3,507.83
Total:
PAID
DEC o s 20tl
C]TY OF REXBURG
tt,
It v'
rvelopment \ Receipt Number: lt{sol '
.83440
)8) 359-3022
Payor/Payee Iame! HEADWATERS CON8TRUCTTON
Odglnal Fee
Arnount
$643.00
$1,110.00
$6,430.00
$1,460.00
$1,160.00
$51,617.06
$46,343.85
$4,677.11
Total:
Amount
Pald
$643.00
$1,1 10.00
$6,430.00
$1,460.00
$1,160.00
$12,904.27
$11,585.96
$1,169.28
Fee
Balanee
{rflBgX
Number
genpmtneceipts
Page 1 of 1
Receipt Number:
Orlglnal Fee
Amount
Based Galulation based
$1,510'00
$1,510.00
Total:$1,510.00
lll ir'
iD. 83440
coilsTRucrloN
genPmtneceiPts
Page 1 of 1
83440
8) 359-3022
v
Receipt Number: 11q42 a.,,,1..,
Payer/Payee Name: HEADWATERS COIiTSTRUCTION
rExtinguishing Systems
$496.00
)n
is Payment History
e Descrlption Amount Pald Pemit#
'r Orlglnal Fee
Anount
$496.00
Total:
Amount
Pald,
ocT 2 I \otl
genpmtneceipts Page 1 of 1