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City of
Wheat RUAc
BUSINESS LICENSE INSPECTION
PERMIT NO. 201801769
BUSINESS NAME: Colorado Rigs
INSPECTION DAY/TIME Wed., June 27 @ 10 am
INSPECTION DAY/TIME
INSPECTION DAY/TIME
ADDRESS: 13200 W. 43rd Drive #204
CONTACT NAME: Levi
'-i r✓ SQ FT S — D �5' v _ r<
OCCUPANCY TYPE
r=
OCCUPANCY LOAD
P CONSTRUCTION TYPE
® SPRINKLERED
❑ NON-SPRINKLERED
Inspector Signature
Date
Certificate of Completion
AND/OR
Compliance
CITY OF WHEAT RIDGE
7500 W. 29TH AVENUE
WHEAT RIDGE, COLORADO 80215
THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW,
DOES CONIPLY WITH THE WIIEAT RIDGE BUII,DING CODE, ZONING AND
OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF
WHEAT RIDGE FOR THE FOLLOWING PURPOSE:
Pernut # 11744
Tenant Finish - Additional Office Space
OWNER: Kilpatrick Plumbing Inc. , ADDRESS: 13200 W. 43rd Drive Umts 104.105
PROPERTY ADDRESS: 13200 W. 43rd Dr. Units 104-105. Wheat Ridge CO 80033
DATE 4/3/01 CHIEF B
ZOr]ING
Date: 1i26/01
A Certificate of Occupancy or Completion has been requested for:
ADDRE55: 13200 W. 43rd Drive Unit 101 Wheat Ridge, CO 80033
PURPOSEOFSTRUCTURE: Tenant Finish
Building Department Al
Remarks:
Zoning Approval:
Remarks:
Public Works Approval:
Remarks:
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation Disuict Approval:
(If Applicable)
Remarks:
Water District Appro,
(If Applicable)
Remarks:
The City of
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 cWheat
February 27, 2001 9Ridge
Greg Clava
11575 North Wadsworth Blvd.
Broomfield, CO 80020
RE: 13200. 13240 W. 43`d Drive - Auto re~air business information repuest
Dear Mr. Clava,
Per your request below is a list of items required to operate an auto repair business that
will be classified as an H-4, hazazdous occupancy due to welding equipment being used
during business operations;
• The exterior wall is required to be protected by a one-hour fire rated
assembly.
• The door between the office and the shop area will need to be replaced
with a one-hour listed and labeled assembly, and must swing into the
office so it can be used as an exit from the shop azea.
• The second floor storage deck will need one additional layer of'/4"
plywood to complete the one-hour floor ceiling assembly.
• Duct work penetrating the one-hour floor ceiling assembly will require fire
dampers.
• Ventilation requirements for the shop area will be required to meet
Section 1202.2.4, 1997 Uniform Building Code requirements.
• Per Section 1007.4.1, 1997 Uniform Building Code two exits accessible to
a public way will be required from an H-4 Occupancy.
• Plans and information need to be prepazed and stamped by an engineer or
architect licensed in by the State of Colorado.
Should you have any questions or comments regazding these issues please contact me at
303-235-2853.
Sincerely,
Darin M r an
Codes ministrator
Cc address file
Travis Crane, Planner
Fairmount Fire District, 14985 W 52"a Avenue, Golden CO 80403
(303) 2$4-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949
Y
Keystone Engineering, inc.
I
STRUCTURAL CALCULATIONS
FOR
54X260X14 COMMERCIAI, CONDOMINI
LOT 12, 44T" INDUSTRIAL PARK
13240 WEST 43RD DRIVE
WHEAT RIDGE, COLORADO
JOB NO. 2000-003B
`SS~OtVAL~\
PREPARED FOR:
DSP BUILDERS INC.
4475 EAST 74TH AVE, SUITE 201
COb]A2ERCE CITY, CO 80022
3361 South Newcombe Court
Lakewood, Colorado
303-763-2840fax 303-763-2874
ATTENTION: MR. MIKE EWING
KEYSTONE ENGINEERING, INC.
303-763-2840 fax 303-763-2874 JOB NO.: 2000-003 DESIGNED BY: PPL DATE: 2/28100 PAGE:
PROJECT: ICA Office/WH FEATURE:
DESIGN CRITERIA
DETAIL:
References;
ACI 318-95 - Building Code Requirements for Reinforced Concrete
Metal Building Anchor Bolt Plan by VP Buildings, Job No. MO00-10120-01-0E-1, dated 2/1112000
Metal Building Design Calculations by VP Buildings, Job No. MO00-10120-01-0E-1, dated 2/1112000
Soils report by CTL/Thompson, No. 30668, dated 1/24/2000
UBC - Structural Engineering Design Provisions, 1997 Ed.
Materials;
Anchor Rods: ASTM A36 (Fy=36 ksi, Fu=58 ksi, E=29000 ksi)
Concrete: ASTM C39 (fc=3000 psi)
Deformed reinforcement: ASTM A615 (fy=60 ksi)
Units:
psf :-1bf plf Ibf
g2 ft
Metai Building Reactions;
Provided by prefabricated metal building manufacturer
Seismic Loading;
Seismic zone 1
Wind Loading;
Basic wind speed 90 mph, exposure C, importance factor 1.0
Design Cr - Concrete b.mcd PPL rev 06122/99
KEYSTONE ENGINEERING, INC. ~I
303-763-2840, FAX: 303-763-2874 JOB NO.: 2000-003 DESIGNED BY: PPL DATE: 02124100 PAGE: V
PROJECT: ICA Office/WH FEATURE: 54x260x14 DETAIL:
PRE-ENGINEERED METAL BUILDING ItEACTIONS
Manufacturer: VP Buildings Inc.
Note: Reactions provided by Metal Building Manufacturer. This spreadsheet is only a
summary of the worst case conditions to be used for foundation design.
Outside Inside
Hx
9'10~=
Hz Manuf.
Column Type
Grid1/
Grid2
Struct.
Grid1/
Grid2
Dead
Hx
Kips
Live
Hx
Kips
Wind
Hx
Kips
Dead
Hz
Kips
Live
Hz
Kips
Wind
Hz
K
Dead
Vy
Kips
Live
Vy
Kips
Wind
Vy
Kips
Exterior
11-F
11-F
2.13
10.26
278
3.63
1620
-10.40
-9.66
End Wall
15-E
15-E
1.58
1.60
3.78
1.58
-1.58
-4.77
End Wall Bracing
15-E
15-E
2.95
2.55
-2.95
-2.55
KEYSTONE ENGINEERING, INC. /I& y~l303-763-2840, FAX: 303-763-2874 JOB NO.: OOO"LV3 DESIGNED BY: r°y- DATE: GC ~SJ'~ PAGE: ~
PROJECT: R,sR O"1"((s~ yv - FEATURE: ,Xzuo ~A14 DETAIL:
~
~
~ - ~
4
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Y'
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~
T
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~
se,
~ ~ -
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0-
9-
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3
KEYSTONE ENGINEERING, INC.
303-763-2840, FAX: 303-763-2874
PROJECT: ICA Office/WH
PIERS DRILLED INTO BEDROCK Pier Data:
Pier Diameter (in)
Allowable End Bearing (psf)
Allowable Skin Friction (psf)
°/a For Struct. Uplift
% For Soii Uplift
Min. Dead Load (psf)
Min. Penetration (ft)
Min. Pier Length (ft)
Min. Reinforcing;
% Gross Area of Conc.
Qty Bars
Bar # / Inch of Perimeter
Calc. Min. Reinforcing (in^2)
c ~ •
12
30000
3000
100
100
15000
6
20
JOB NO.: 2000-003 DESIGNED BY: PPL
FEATURE:
Allowable Skin Friction (psf)
Allowable Skin Friction (psf)
0.5
2 Bar#=
5 Inches =
0.88
As.min =
6 As.min =
16 As.min =
3000
3000
DATE: 02/25/00 PAGE: ~
DETAIL:
0.57 \ Set values to zero if
0.88 criteria not to be used
0.721 in calculation.
Bedrock Penetration (ft)
6
7
8
9
10
11
12
13
Allow. Compresive Load (k)
77.75
87.18
96.60
106.03
115.45
124.88
134.30
143.73
Min. Dead Load (k)
9.42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
As.min (in^2)
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
- or -
Allow. Tensile Load (k)
0.00
(9.42)
(18.85)
(28.27)
(37.70)
(47.12)
(56.55)
(65.97)
w/ Min. Dead Load (k)
9.42
9.42
9.42
9.42
9.42
9.42
9.42
9.42
As.add = 1.7T/(0.9*fy)
0.00
0.17
0.35
0.52
0.70
0.87
1.05
1.22
As.min+As.add (in^2)
0.88
1.06
1.23
1.41
1.58
1.76
1.93
2.11
_ar _
Allow. Tensile Load (k)
(4.42)
(13.85)
(2327)
(32.70)
(42.12)
(51.55)
(60.97)
w/ Min. Dead Load (k)
4.42
4.42
4.42
4.42
4.42
4.42
4.42
As.add = 13T/(0.9'fy)
0.08
0.26
0.43
0.61
0.78
0.95
1.13
As.min+As.add (in^2)
0.97
1.14
1.31
1.49
1.66
1.84
2.01
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1 JT/(0.9`fy)
As.min+As.add (in^2)
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1.7T1(0.9"fy)
As.min+As.add (in^2)
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1.7T/(0.9*Ty)
As.min+As.add (in^2)
-or-
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1.7T/(0.9'fy)
As.min+As.add (in^2)
Drilled Piers-12 PPL rev 0212512000
lCEYSTONE ENGINEERING, INC.
303-763-2840 fax 303-763-2874 JOBNO:=112000-003" DESIGNEDBY:="PPD1 DATE;="02/28/00"PAGE:
PROJECT "ICA Office/WH" t FEATURE " DETAIL
Grade Beam
Units:
a
kips lbf Ibf Ibf F kips :=10001bf klf:=- plf psf pcf .
Input:
loading DL :=150 pcf•8•in 35 ft
LL :=O.O.plf
fr ftz ft s
stirrup
d
span L;=25•ft / loading eccentricity e:=09 in I p'w '
hending
grade beam dimensions h;=3.5•fr b W:=8•in steel
grade beam reinforcing; e~'
numtier of bars top and bottom qty 2 bar size bar no.f :-5 cover ;=3 •in
shear reinforcing baz no.S 3 spacing s;=16•in (NOTE: If using a single leg strirrup, double
spacing for calculation purpose.)
material properties fy :=60000 psi F c ;=3000 psi y c :=150•pcf
Calculations:
factored uniform load w u:=1.4 (DL+ b H, h•y c ) + 1.7-LL w u= 0.98 -klf
w •L2
uitimate moment M u:_ ~ M u= 76.56-ft•kips
8
w •L
ultimate shear V u:= U V u= 1235=kips
2
ultimate torsion TU :=V u•e T u= O.OO-ft•kips
ultimate flexural strength;
z
area of steel A S:=qty.n.lbaz no.f .n AS = 0.61=;n2
' 16
distance from centroid of steel to extreme compression face d:=h - cover+ bar no.f in d= 38.69=in
( 16
A f
depth of compression block a:= S y a= 1.80 -in
0.85•f c'b w
uitimatefiexuralcapacity m:=0.90 ~Mn;=QAS•fy~d-Zl ~Mn=104.33^fr•kips
~
M
unity 0.73 must be less than 1.0 oL
~M n
check p;
~ f 4000 psi1
set (S 1:=iflf C<_4000-psi, 0.85,0.85 - 0.05I Q 1= 0.85
1000•psi
5
h
Grade Beam.mcd ppL rev 08126/99
KEYSTONE ENGINEEFtING, INC.
303-763-2840 fax 303-763-2874 JOBNO = "2000-003"DESTGNEDBY = "PPL"
PROTECT = "ICA OfYice(WH" ; FEATURE _ " "
'~s 200-psi 0.85•p 1'Pc 87000-psi
P'-b W d 5 P min fy ~ P b: fY 87000•psi+fY
P min = 0.0033 5 p= 0.002 < 0.75 •p y= 0.016
~M ❑
if p is less than pmin, check if steel provided is 1/3 greater than required 136
Mu
ultimate shear and torsion strength;
ultimate torsion T U;= V U•e T u= 0.00^in kips
shorter overall dimension of rectangular part x:=6 N, x= 8.00=in
longer overall dimension of rectangular part y;=h y= 42.00=in
torsional section properties rx2y ;=x'•y ra2y = 2688.00=in3
shear and torsion factor C;=b W d C= 0.12=1
t 7'~y t in
¢V S = 27.24=kips
ACI 11.3.1.4 - check if factored torsionai moment exceeds;
check Tu=O.OO -ftkips if greater than ~:=0.55 TUmax:=+-0.50• f~•psi•EX2 y
U
T u max = 62.57^in•kips
ACI 11.3.1.1 - ultimate shear strength of concrete for members subject to shear and flexure only
¢;=0.85 QV a11.3.1.1 -2' F ~ psi b µ,•d 4V c.113.1.1 - 33.90-kips
ACI 11.3.1.4 - ultimate shear strength of concrete for members subject to significant torsion
2 f •psi-b d
~;=0.85 ~V a113.1.4'- c W ~V c11.31.4' 33.90akips
T 2
1+ 12.5•C f ul
Vu
ultimate shear strength of concrete ¢V c :=if(T u>T u.max, W a113.1.40 c.1 13.1.1) ~V c = 3390=kips
2
2rea0fsteel Av;=2•n•ibarno.s.n) AV =0:12=in2
16
Wtimate shear strength of steel Q:=O.SS ~V 5,_ ~ A~ fy d
s
Wtimate shear strength ~V n;=~V c +$V S OV n= 6114^I:ips
V
°
unity - = 0.20 must be less than 1.0 or if V u= 12.25=kips is less than
TV n
ACI 11.5.4 - Spacing of stirrups shall not exceed
smax;=if~~Vs>4• f~~psi~bN;d,min~l?Q4•in 2•21~'min~l24•in d~tl
~ L L ~J
DATE _ "02/28/00" PAGE:
DETAIL = "
~V c ~
16.95=kips then no stirrups
2 required.
S max = 1934=in
check s= 16.00-in must be less than s maX = 1934-in
interaction if single leg check S= 8.00^in must be less than s max = 1934=in
2
Grade Beam.mcd PPL rev 08/26/99
Keystone Engineering, InC. 3361 South Newcombe Court
Lakewood, Colorado
303-763-2840 fax 303-763-2874
STRUCTURAL CALCULATIONS
FOR
44X315X14 COMNIERCIAL CONDOMINIUM
LOT 11, 44T" INDUSTRIAL PARK
13200 WEST 43"D DRIVE
WfiEAT RIDGE, COLORADO
JOB NO. 2000-003A
(A I-
' 3336
PREPARED FOR:
DSP BUILDERS INC.
4475 EAST 74TH AVE, SUITE 201
COMhIERCE CITY, CO 80022
ATTENTION: MR. MIKE EWING
KEYSTONE ENGINEERING, INC.
303-763-2840 fax 303-763-2874 JOB NO.: 2000-003 DESIGNED BY: PPL
PROJECT: ICA Office/WH FEATURE:
DESIGN CRITERIA
DATE: 2/28/00 PAGE:
DETAI L:
References;
ACI 318-95 - Building Code Requirements for Reinforced Concrete
Metal Building Anchor Bolt Plan by VP Buildings, Job No. MO00-10120-02-0E-1, dated 2/11/2000
Metal Building Design Calculations by VP Buildings, Job No. MO00-10120-02-0E-1, dated 2/1112000
Soils report by CTL/Thompson, No. 30668, dated 1/24/2000
UBC - Structural Engineering Design Provisions, 1997 Ed.
Materials;
Anchor Rods: ASTM A36 (Fy=36 ksi, Fu=58 ksi, E=29000 ksi)
Concrete: ASTM C39 (f'c=3000 psi)
Deformed reinforcement: ASTM A615 (fy=60 ksi)
Units:
psf:-lb2 plf:=l6f
ft ft
Metal Building Reactions;
Provided by prefabricated metal building manufacturer
Seismic Loading;
Seismic zone 1
Wind Loading;
Basic wind speed 90 mph, exposure C, importance factor 1.0
Design Cr - Concrete a.mcd PPL rev 06/22/99
KEYSTONE ENGINEERING, INC.
303-763-2840, FAX: 303-763-2874
PROJECT: ICA OfficeNVH
JOB NO.: 2000-003 DESIGNED BY: PPL
FEATURE:44x315x14
PRE-ENGINEERED METAL BUILDING"REACTIONS
Manufacturer: VP Buildings Inc.
Note: Reactions provided by Metal Building Manufacturer. This spreadsheet is only a
summary of the worst case conditions to be used for foundation design.
DATE: 02/24100
DETAIL:
PAGE: Z
Outside Inside
Vy
I Hx
Hz '-10Z
Column Type
Manuf.
Grid1/
Grid2
Struct.
Grid1/
Grid2
Dead
Hx
Kips
Live
Hx
Kips
Wind
Hx
Kips
Dead
Hz
Kips
Live
Hz
Kips
Wind
Hz
Kips
Dead
Vy
Kips
Live
Vy
Kips
Wind
Vy
Kips
Exterior
11-F
11-F
1.42
6.79
3.79
3.43
15.51
-10.19
-8.29
End Wall
15-E
15-E
121
-1.21
1.23
5.83
1.19
-3.53
End Wall
1-F
1-F
-0.20
-1.36
1.12
-0.07
End Wall Bracing
15-E
15-E
3.10
3.36
3.10
-3.36
KEYSTONE ENGINEERING, INC. /q~//ry~~
303-763-2840, FAX: 303-763-2874 JOB NO~~.:~ J DESIGNED BY: DATE: 'LLF'W PAGE:
PROJECT: U vWIbTi P W~'3 FEATURE: ~'A ✓IC~ X 114 DETAIL:
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KEYSTONE ENGINEERING, INC.
303-763-2840, FAX: 303-763-2874
PROJECT: ICA Office/WH
PIERS DRILLED INTO BEDROCK
Pier Data:
Pier Diameter (in)
Allowable End Bearing (psf)
Allowable Skin Friction (psf)
% For Struct. Uplift
% For Soil Uplift
Min. Dead Load (psf)
Min. Penetration (ft)
Min. Pier Length (ft)
Min. Reinforcing;
% Gross Area of Conc.
Qty Bars
Bar # / Inch of Perimeter
Calc. Min. Reinforcing (in^2)
Summarv-
12
30000
3000
100
100
15000
6
20
JOB NO.: 2000-003 DESIGNED BY: PPL
FEATURE:
Allowabte Skin Friction (ps~
Allowable Skin Friction (psfl
0.5
2 Bar # _
5 Inches =
0.88
As.min =
6 As.min =
16 As.min =
3000
3000
"l
0.57 \ Set values to zero if
0.88 criteria not to be used
0.72 ! in calculation.
Bedrock Penetration ft
6
7
8
9
10
11
12
13
Allow. Compresive Load (k)
77.75
87.18
96.60
106.03
115.45
124.88
134.30
143.73
Min. Dead Load (k)
9.42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
As.min (in^2)
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
- or -
Allow. Tensile Load (k)
0.00
(9.42)
(18.85)
(28.27)
(37.70)
(47.12)
(56.55)
(65.97)
w/ Min. Dead Load (k)
9.42
9.42
9.42
9.42
9.42
9.42
9.42
9.42
As.add = 1.7T/(0.9*fy)
0.00
0.17
0.35
0.52
0.70
0.87
1.05
1.22
As.min+As.add (in^2)
0.88
1.06
1.23
1.41
1.58
1.76
1.93
2.11
- or -
Aliow. Tensile Load (k)
(4.42)
(13.85)
(23.27)
(32.70)
(42.12)
(51.55)
(60.97)
w/ Min. Dead Load (k)
4.42
4.42
4.42
4.42
4.42
4.42
4.42
As.add = 1.7T/(0.9*fy)
0.08
0.26
0.43
0.61
0.78
0.95
1.13
As.min+As.add (in^2)
0.97
1.14
1.31
1.49
1.66
1.84
2.01
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1.7T/(0.9'fy)
As.min+As.add (in^2)
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1.7T/(0.9'fy)
As.min+As.add (in^2)
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 1.7T/(0.9`fy)
As.min+As.add (in^2)
- or -
Allow. Tensile Load (k)
w/ Min. Dead Load (k)
As.add = 17T/(0.9*fy)
As.min+As.add (in^2
DATE:02/25/00 PAGE:
DETAIL:
Drilled Piers-12 PPL rev 02/25/2000
KEYSTONE ENGINEERING, INC.
303-763-2840 fax 303-763-2874 JOBNO:=112000-003" DESIGNED BY:= "PPL" DATE:="02/28/00"PAGE:
PROSECT :="ICA Office/WII" " FEATURE " DETAIL
Grade Beam
Units:
kips:=1000dbf ldf:=kips Plf;_]bf
ft ft
Input:
loading DL ;=150 pcf•8-in-3.5 ft
LL :=0.0•plf
span L:=25 fr/ loading eccentricity
grade beam dimensions h:=3.5 ft
grade beam reinforcing;
number of bars top and bottom
shear reinforcing bar no.s : -3
psf:_ lbf pcf Ibf
- -
ft2 fr3
stirrup
e :=0.0•in
hendin
b N,:=8•in Steel
/ / 01~
qty :=2 bar size baz no.f 5 cover 3-in .
spacing s:=16-in (NOTE: If using a single leg strirrup, double
spacing for calculation purpose.)
material properties fY ;=60000 psi F . :=3000 psi y c :=150 pcf
Calculations:
factored unitorm load w U:=1.4• (DL-t- b N; h.y c ) + 1.7•LL w U= 0.98-k1f
fU LZ
ultimate moment M u:= U M u= 76.56=ft•kips
8
•L
ultimate shear V u:= m u V U= 12.25~kips
2
ultimate torsion T u:=V U e T U= 0.00 ^fr lcips
ultimate flexural strength;
bar no.f z z
area of steel A;=qty.~. ' in A= 0.61 -in
s 16 ~ s
distance from centroid of steel to extreme compression face d:=h - Icover+ bar no.f 16 in)
depth of compression block a A S•f
y a= 1.80-in
0.85•£ C'b w
ultimate flexural capacity ~:=0.90 ¢Mn;=~•AS•fy~d-z) ~Mn=10433=ftkips
M
unity u= 0.73 must be less than 1.0
W n
check p;
set (i 1:=i f C54000•psi,0.85,0.85-0.05 f 4000-psi ' 1=0.85
1000-psi
5
d = 38.69=in
Grade Beam.mcd PPL rev 08126/99
KEYSTONE ENGINEERING, INC.
303-763-2840 fax 303-763-2874 JOB NO = "2000-003 "DESIGNED BY ="PPL" DATE _"02/28/00" PAGE:
PROJECT = "ICA Office/WH" - FEATURE _ "
" DETAIL =
As 200•psi 085'p 1'Fc 87000•psi
P'- bWd < P min'- fy ~ P 6~- fy 87000 psi+fy
P min = 0.0033 < p- 0.002 < 0.75 T b= 0.016
M
if p is less than pmin, check if steel provided is 1/3 greater than required-° = 136
Mu
ultimate shear and torsion strength;
ultimate torsion T u:= V Ue T U= 0.00=in-kips
shorter overall dimension of rectangular part
longer overall dimension of rectangular part
torsional section properties Ea2y :=x2•y
b •d
shear and torsion factor C t;_-
Ex2y
x:=6w x=8.00=in
y:=h y=42.00-in
£x2y = 2688.00 ^in3
Ct=012~1
in
ACI 11.3.1.4 - check if factored torsional moment exceeds;
check Tu=0.00^fr•kips if greater than 0 :=0.85 Tumax:=~-0.50fc•psiEx2y
T u.max = 62.57^in-kips
ACI 11.3.1.1 - ultimate shear strength of concrete for members subject to shear and flexure only
~:=0.85 mV c11.3.1.1 :-2' f c'pSi'b w'd ~V c113.1.1 = 33.90^kips
ACI 11.3.1.4 - ultimate shear strength of concrete for members subject to significant torsion
2 f psi b d
¢:=0.85 ~V c11.3.1.4'- c W ~V c11.3.1.4 - 33.90^kips
2
li-~2.SC t~ T u)
Vu
ultimate shear strength of concrete ~V c :=if(T u> T u.max, W c.1131.4, W a113.1.1) $V c = 33.90^kips
2
aree Of steel A;=2,n, bar no.s.n A= 022^in2
~ 16 ) ~
¢•A~fYd
ultimate shear strength of steel ¢:=0.85 ~V S
s
Wtimate shear strength ~V n :=~V c0V S OV n = 61.14=l:ips
+V S = 2724^kips
~V c ~
- = 16.95^kip then no stirrups
z required.
V
unity u= 0.20 must be Iess than 1.0 or if V U= 1225^kips is less than
OV n
ACI 11.5.4 - Spacing of stirrups shall not exceed
smax:=if~OVs>4• ~bW;d,min~11.24-in ld~~'mint d
24•in
fC psi
L Lz z z z
check s= 16.00=in must be less than s max = 1934-in
interaction if single leg check S= 8.00=in must be less than
2
S max = 1934^in
S max ° 19.34=in ~
Grade Beam.mcd PPL rev 08126/99
HYDRAULIC CALCULATIONS
&
MATERIAL SUBMIITAL
WESTERN STATES FIRE PROTECTION CO.
46
7026 SOUTH TUCSON WAY • ENGLEWOOD, CO 80112
• PHONE (303) 792-0022
• FAX (303) 792-9049
FOR
44t" INDUSTRIAL PARK
BUILDINGS #1 & #2
13200/ 13240 W. 43RD DRIVE
7EFFERSON COUNTY, COLORADO
BY: DELTHOMPSON
PRO7ECTMANAGER
305 #11278
.
~
West 115 Re ProMm Co,
~ Western States Fire Protection
7026 S. Tucson Way
Englewood CO 80112
~ 303-792-0022
m.
~
.s
~
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a
ti
Job Name
Building
Location
System
Contract
Data File
BLDG #1 44th INDUSTRIAL PARK
BUILDING 41 (LOT 11)
44th INDUSTRIAL PARK
1
11278
44TI-I. WXl
,zy
~
~
Computer Programs by Hydratec Inc
39,
Route 111 Windham N.H. USA 03087
:1
-'.Western States Fire Protection
BLDG #1 44th INDUSTRIAL PARK
Page 2
Date 022300
Hydraulic Design Information Sheet
Name - BLDG #1 @ 44th INDUSTRIAL PARK - JEFFERSON CO.. CO Date - 022300
s Location - 44th INDUSTRIAL PARK
Building - BUILDING #1 (LOT 11) System No. - 1
Contractor - WESTERN STATES FIRE PROTECTION Contract No. - 11278
Calculated By - DEL THOMPSON Drawing No. - FP-1
.:Construction: O Combustible (x) Non-COmbustible Ceiling Height - EXPOSED
Occupancy - ORDINARY HAZARD GROUP II
( ) NFPA 13 ( ) Lt. Haz.
( ) NFPA 231 ( ) NFPA 231C
Other
Specific Ruling
Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
( ) Figure Curve
Area of Sprinkler Operation - 1500
Density - 0.15
Area Per Sprinkler - 130
Elevation at Highest Outlet - 17.0
Hose Allowance - Znside -
Rack Sprinkler Allowance -
Hose Allowance - Outside - 250
Made By
System Type
(x) wet
( ) Diy
( ) Deluge
( ) Preaction
( ) Other
Date
Sprinkler/NOZZle
Make RELIABLE
Model F1FR
Si2e 1/2"
K-Factor 5.6
Temp.Rat.155
" Note
Calculation Flow Required - 572.09 Press Required - 119.086 At Test
Summary C-Factor Used: 120 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 03/04/99 Cap. -
. T Time of Test - 10:00 A.M. Rated Cap.- Elev.-
E Static Press - 140 @ Press -
..:;.R Residual Press - 106 Elev. - 0 Well
. Flow - 1190 Proof Flow
`3
S Elevation - 0
U
3E
'P Location - NEAR THE SITE P
L Source of Information - NORTA TABLE WATER AND SAND
Y
f C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled e Palletized °a Rack
# M
s~
) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
'S R O Double Row O Slave Pallet O Solid Shelf O Non
T A O Mult. Row O Open Shelf
O C
' R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
~ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Western
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Page 5
f'I
3LDG #1
44th INDUSTRIAL PARK
Date 022300
Fitting
Legend
?
Abbrev.
Name
-
A
Generic Alarm Va
~
g
Generic Butterfly Valve
C .
Roll Groove Coupling
D '
Dry Pipe Valve
g
90' Standard Elbow
j
F
45' Elbow
_
G
Gate Valve
g
45' Grvd-Vic Elbow
.
I ,
90' Grvd-Vic Elbow
~
J
90' Grvd-Vic Tee
K
Detector Check Valve
L
Long Turn Elbow
M
Medium Turn Elbow
N
PVC Standard Elbow
O
PVC Tee Branch
p
PVC 45' Elbow
Q
Flow Control Valve
~
R
PVC Coupling/Run Tee
~
~
S
Swing Check valve
T
90' Flow thru Tee
U
45' Firelock Elbow
~
V
90' Firelock Elbow
W
wafer Check Valve
g
90' Firelock Tee
y
Mechanical Tee
~
Z
Flow Switch
;t
-:a
Computer
Programs
by
Hydratec Inc.
Route 111 Windham N.H. USA 03087
4iest2rn States Fire
Protection
Page
6
=
i
qLDG #1 44th INDUSTRIAL PARK
Date
022300
Ur.adjusted Fittings
Table
i
:
1/2 3/4
1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4
~
"
A
7.7
21.5
~
17.0
r.
7
10
12
.
. 1 1
1 ~
1
1
1
1
1
1
1
D
9.5
17
28
{
'e 2 2
2
3
4
5
6
7
8
10
f 1 1
1
1
2
2
3
3
3
9
1
1
1
1
2
F.
1 .
1.5
2
2
3
3
3.5
3.5
~
I
2
3
4
3.5
6
5.0
B
7
T
4.5
6
8
6.5
10.8
13
17
16
K
14
14
.p
L 1 1
2
2
2
3
4
5
5
6
=f
N 2
2
3
3
9
5
6
6
8
7 7
7
:8
9 ,
il -
12
13
3 3 -
5
6
8
10
12
15
p y y
. y
2
2 .
2
3
4
.
~
q
18
29
35
5i
3 1 1
1
1
1
1
2
2
.
0 4 5
5
7
9
11
14
16
19
22
T 3 4
5
6
8
10
12
15
17
. 20
,j
U
1.8
2.2
2.6
3.4
v
3.5
4.3
5
6.8
a
io.s
g
8.5
10.8
73
16
~
Y 2.0 4.0
5.0
6.0
8.0
10.5
12.5
15.5
22
p y
' y
3
4
5
6
7
8
10
~
. .
. .
.
.
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5 6
8
10.
12
14
16
18
20
24
A 17 27
29
~
5 9 10
12
19
21
'
_ 1 1
1
1
1
1
1
1
1
1
-
J 47
E 12 14
18
22
27
35
40
45
50
61
~
.
F 5 7
9
11
13
17
19
21
24
28
~
2 3
4
5
6
7
8
10
11
13
i 4.5 5
6.5
8.5
10
18
20
23
25
30
I 8.5 10
13
17
20
23
25
33
36
40
~
7 21 25
33
41
50
65
78
88
98
120
!
3 36
- 55
45
.
j 8 9
13
' 16
18
24
27
30
34
40
M 10 12
16
19
22
~
N
~
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4 33
+
R
~ 27 32
45
55
65
76
67
98
109
130
25 30
35
50
60
71
81
91
101
121
U 4.2 5.0
5.0
.
~
V 8.5 10
13
13.1
31.8
35.8
27.4
i 21 25
33
a
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Z 12 14
18
22
27
35
40
45
50
61
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Computer Programs by Hydratec
Inc.
Route 111
Windham N.H. U
SA 03087
~A
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.
.
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"
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' Pa e 7
i;Western States Fire Protection 9
"3LDG #1 44th INDUSTRIAL PARK Date 022300
Node Elevation K-Pact Pt Pn Flow Denaity Area P=esa
go, Actual Actual Added Req. Req.
ll
5001
14
.2
5.6
21.56
na
26 .2
130.00 21.55
~
5002
15
.6
5.6
21.56
na
26 .2
130.00 21.t5
5003
17
5.6 ~
21.56
na
26 .2
130.00 21.55
1-4
14
.2
K= R@ EQOS
23.5
na
26.88
~
1-5
14
.2
K= K@ EQ02
25.19
na
26.91
~
1-9
14
.2
K= K0 EQO1
24.02
na
27.18
1-10
14
.2
K= K@ EQ02
25.69
na
27.2
1-6
14
.2
K= K(dL EQOl
22.47
na
26.29
1-7
14
.2
K= K@ EQ02
24.04
na
26.31
1-8
14
.2
K= K0 EQ03
25.6
na
26.68
~
1-11
14
.2
K= K0 E401
25.65
na
28.09
1-12
14
.2
K= K0 EQ02
27.42
na
28.11
5
14
.2
29.19
na
.
1-1
14
.2
K= K0 EQO1,-
21.98
na
26
.
1-2
14
.2
K= K@ EQ02
23.52
na
26.03
1-3
14
.2
K= K B EQ03
25.05
na
26.39
a
1
14
.2
27.91
na
z
14
.2
2e.52
na
.
3
14
.2
30.73
na
g
14
.2
96.91
na
TOR
14
.2
97.8
na
HF
4.
5
102.78
na
.
.
BOR
0
111.5
na
TEST
0
119.09
na
250
~
~
Che maximum vel
ocity
is 17.64 and it oc
curs in the
pipe between nodee 3 and 4
~
~
~
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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: Western States Fire Protection
7026 S. Tucson Way
Englewood CO 80112
303-792-0022
Job Name :
BLDG #2 44th INDUSTRIAL PARK
Building :
BUILDING #2 (LOT 12)
Location :
44th INDUSTRIAL PARK
System :
2
Contract :
11278
Data File :
44TH.WX2
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4lestern States Fire Protection Page 2
J BLDG #2 44th INDUSTRIAL PARK Date 022400
~
~
Hydraulic Design Information Sheet
Name - BLDG #2 Q 44th INDUSTRIAL PARK - JEFFERSON CO.. CO Date - 022300
:i Location - 44th INDUSTRIAL PARK ?BUilding - BUILDING #2 (LOT 12) System No. - 2
Contractor - WESTERN STATES FIRE PROTECTION Contract No. - 11278
~ Calculated By - DEL THOMPSON Drawing No. - FP-1
,.i3 COnstruction: O Combustible (X) Non-COmbustible Ceiling Height - EXPOSED
Occupancy - ORDINARY HAZARD GROUP II
~ S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
Y O NFPA 231 O NFPA 231C O Figure Curve
q S Other
~T Specific Ruling _ Made By Date
E
~ M Area of Sprinkler Operation - 1500 System Type Sprinkler/NOZZle
Density - 0.15 (X) Wet Make RELIABLE
. D Area Per Sprinkler - 130 O Dry Model F1FR
~ E Elevation at Highest Outlet - 17.0 Deluge Size 1/2"
S Hose Allowance - Inside - O Preaction K-Factor 5.6
~ I RaCk SpYlnkleY AllowanCe - O Other Temp.Rat.155
G Hose Allowance - Outside - 250
N
Note .
71Calculation Flow Required - 583.86 Press Reauired - 109.736 At Test .
~ Summary C-Factor Used: 120 Overhead 140 Underground
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Putnp Data:
Tank or Reservoir:
Date of Test -
03/04/99
Cap. -
Time of Test -
10:00 A.M.
Rated Cap.-
Elev.-
StatiC Pr255 -
140
Q Press -
Residual Press -
106
Elev. - 0
Well
Flow -
1190
Proof Flow
Elevation -
0
Location - NEAR THE SITE
Source of Information - NORTH TABLE WATER AND SAND
Commodity
Storage Ht.
Storage Method:
( ) Single Row
Class
Area
Solid Piled %
Location
Aisle W.
Palletized %
Rack
( ) Conven. Pallet
( ) Auto. Storage
( ) Encap.
S
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O Solid Shelf O Non
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Diestern States Fire Protection Page 5
--BLDG #2 44th INDUSTRIAL PARK Date 022400
~ Fitting Legend
Abbrev. Name
p Generic Alarm Va
~ g Generic Butterfly Valve ,
` c Grooved Coupling at Fitting
D ' Dry Pipe Valve
g 90' Standard Elbow
g 45' Elbow
G Gate Valve
L Long Turn Elbow
' g , Swing Check Valve
T 90' Flow thru Tee
- p Roll Groove Coupling
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~79 Computer Programs by Hydratec Inc. Route 111
Windham N.H. USA 03087
'
Western States Fire Protection
Page
6
~
BLDG #2 44th INDUSTRIAL PARK
Date
022400
~
Unadjusted Fittings Table
1/2 3/4 1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4
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21.5
,
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10
12
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2
2
2
2
D
9.5
17
28
~
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3
4
5
6
7
8
10
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1
2
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7
3
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4
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1
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1
1
2
.
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2
2
3
4
5
5
6
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7
9
11
14
16
19
22
s-t
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6
8
10
12
15
17
20
.
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1
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~
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30
12
14
16
18
20
24
~
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~
3 9 10- 12
19
21
C 2 2 2
2
2
2
2
2
2
~
D 47
E 12 14 18
22
27
35
40
45
50
61
P 5 7 9
11
13
17
19
21
24
28
G 2 3 4
5
6
7
8
10
11
' 13
~
L 8 9 13
16
16
24
27
30
34
40
5 27 32 45
55
65
76
87
98
109
130
P 25 30 -35 .
50
60 .
71
81
91 .
101
121
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N--P!zstern States Fire Protection Page 7
' Bi,DG #2 44th INDUSTRIAL PARK Date 022400
Node Elevation K-Fact Pt Pn Flow Deneity Area Preee
No. Actual Actval Added Req. Req.
~
1
J
3
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5001
19.2
5.6
16
na
22.4 .2 112.00 16
5002
15.9
5.6
16
na
22.4 .2 112.00 16
5003
17.2
5.6 ~
16
na
22.4 .2 112.00 16
2-9
14.2
K= K@ EQO1
16.54
na
22.55
2-5
14.2
K= K9 EQ02
17.77
na
22.4
2-6
14.2
K= K6 EQ03
22.17
na
24.52
2-10
14.2
K= K6 EQ01
16.91
na
22.8
2-11
14.2
K= K@ EQ02
18.16
na
22.65
2-12
14.2
K= K@ E003
22.66
na
24.79
2-7
19.2
K= K@ EQ01
16.91
na
22.8
2-8
19.2
K= K@ EQ02
18.16
na
22.65
2-9
14.2
K= Ka E403
22.66
na
24.79
2-13
14.2
K= K@ EQ01
24.3
na
27.33
2-14
14.2
K= K@ EQ02
26.06
na
27.13
41
14.2
32.34
na
2-1
14.2
K= K@ EQ01
16.54
na
22.55 .
2-2
14.2.
K= K@ EQ02
17J7
na
22.4 '
2-3
14.2
K = K9 EQ03
22.17
na
24.52 -
38
14.2
25.59
na
39
14.2
26.14
na
40
14.2
34.52
na
TOR
14.2
87.86
na
B£
4.5
92.88
na
HOR
0
101.63
na
TEST
0
109.74
na
250
The maximum velocity is 18.83 and it occure in the pipe between nodes 2-14 and 41
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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PRODUCT DATAINDEX
Descrivtion
Product
Manufacturer
1.
Automatic Sprinkler Heads
A.
Q.R. Chrome Semi-Recessed Pendents
F1FR
Reliable
B.
Q.R. Brass Uprights
F1FR
Reliable
C.
Q.R. Brass Horizontal Sidewalls'
F1FR
Reliable
II.
Pipe and Fittings
A.
2" and smaller threaded pipe
Dyna-Thread 40
American Tube
B.
2" and larger grooved pipe
Dyna-Flow
American Tube
C.
2" and smaller cast iron fimngs
Class 125
Varies (not submitted)
D.
Firelock Grooved Couplings
Style #005
Victaulic
E.
Firelock Flange Adapter
Style #744
Victaulic
F.
Firelock Grooved Fittings
Varies
Victaulic
G.
Firelock Grvd Drain Elbow
No. 10-DR
Victaulic
H.
Firelock Grvd Reducing Couplings
Style #750
Victaulic
I.
Mechanical Outlet Tees
Styles #920 Ι
Victaulic
J.
Snap-Let Outlet
Style #925
Victaulic
III.
Control Valves
,
A.
Double-Check Backflow Preventer
Model 850
Febco
3
N. Check Valves
A. Grooved Check Valve Series 717 Victaulic
~
~
Vyfi
~
1
,
.
~
V.
Devices
A.
Tamper Switcli
OSYSU-1, -2
Potter
~
B.
Waterflow Switch
VSR-F
Potter '
VI.
Fire Department Connection
i
~
A.
Siamese Fire Dept. Connection
Fig. 5710
Potter-Roemer '
~
VII.
Miscellaneous Items
-
A.
Test and Drain Valves
Mode11011T
AGF
~
B.
Outside Fire Hom & Light
Model MT-24LSM
Potter '
~
~
.
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.
}
~
71
~
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~
~
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I. AUTOMATIC SPRINKLER HEADS
2
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Bulletin 136G
Model F1 FR
Model F1 FR Recessed
Quick Response
Sprinkiers
" Model F1 FR Sprinlder Types
Standard Upright .
Standard Pendent
Extended Coverage Pendent
Conventional ~
Vertical Sidewall
~ Horizontal Sidewall
-HSW 1 Deflector
Ectended Coverage (QREC) Horizontal Sidewall
-EC6 Deflector
~ Model F1 FR Reoessed Sprinlder Types
Recessed Pendent
Recessed Horizontal Sidewall - HSW1 Deflector
Recessed Extended Coverage Pendent
Recessed Extended Coverage Horizontal Sidewall
71 Product Description
Reliable Models F1 FR and Fi FR Recessed Sprinklers
~ are quick response sprinklers which combine the dura-
bility of a standard spnnkler with the attractive Iow profile
of a decorative sprinkler.
7he Models F1FR and F1FR Recessed automatic
sprinklers utilize a 3.Omm frangibie glass bulb. These
spnnklers have demonstrated response Umes m labora-
• tory tests which are five to ten times faster than standard
~ response sprinklers. This quick response enables the
Model Fi FR and F1 FR Recessed spnnklers to apply wa-
~ ter to a fire much faster than standard sprinklers of the
same temperature rating.
The glass bulb consists of an accurately conVolled
E. arnount of special fluid hermetically sealed inside a pre-
cisely manufactured glass capsule. This glass bulb is
~ specially constructed to prowde fast thermal response.
The balance of parts are made of brass, copper and be-
~ ryllium nickel.
At normal temperatures, the glass bulb contains the
~ fluid in both the liqwd and vapor phases. The vapor
phase can be seen as a small bubble. As heat is applied,
the hqwd expands: forcing the bubble smaller and
smaller as the liqwd pressure increases. Continued
,7 heating forces the liquid to push out against the bulb,
causing the glass to shatter, opening the waterway and
V; allowing the deflector to distribute the discharging water.
The temperature rating of the sprinkler is identified by
the color of the glass bulb.
' Application
~Quick response sprinklers are used in fixed fire pro-
tection systems: Wet: Dry, Deluge or Preaction. Care
~ must be exercised that the onfice s¢e, temperature rat-
ing, deflector style and sprinkler ty e are in accordance
~ with the latest pubhshed standa of the National Fre
Protection Association or the approving authority having
jurisdiction. Quick response sprinklers are intended for
installation as specified in NFPA 13. Quick response
sprinklers and standard response sprinklers shoutd not
be mtermixed.
11
Vertical Sidewall
Pendent
Conventlonal
NEBr 4p
Horizontal Sidewall
HSW t Deflector
M
Extended Coverage
Horizontal Sidewail
ided Coverage
Recessed
Recessed Eztended
Coverage Horizontal Sidewall
+
i .
Extended
Pendent
W
~
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W
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a;a
~ 7te RelLjbile quhqnatiC Sprinfder Co., kic. 525 Nortli MacQuesten Parkway, Mount Vemon, ew York 10552
o~
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Model F1 FR Quick Response Upright, Pendent & Conventionai Sprinkiers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
"K" Factor
Sprinkler
Approval
SprinklxType
US MeVle
Helght
Organixatlona
Standard-Upright (SSU) and Pendent(SSP)
DeFlectors Marked to Indicate Position
Yz" Standard Orifice with Yz NPT (RYz) Thread
5.62
81.0
22 "
12.3,4,5,6,7,8
'%n" Large Onfice with NPT Thread
8.0
115.3
2.3 "
1,2.3
',e Small Orifice with Yx NPT (R.z) Thread
424
61.0
2.54 "
1.2.8
'/e" Small Orifice with Yz" NPT (RY:) Thread
2.62
40.6
2.54 "
1,2,8
10mm Orfice XLH with R eThread ,
4.10
59.1
56.1mm
4,6,7
ConventionaNnstall in Upnght or Pendent Position
10mm Orifice XLH with R3eThread
4.10
59.1
56.1mm
-
15mm Standard Orifice with Yz" NPT (RYz) Thread
5.62
81.0
56.1mm
4,6,7
I't Identified by a pinUe eMending beyond the deflector.
Model F1FR Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model RC1 Sprinkler Wrench
Installation Data:
Nominal
d
"K" Faetor
rinkfer
S
Approval~zl
ONn~
Threa
Slu
US
MeMe
p
Height
Organizatlona
Yz" (15mm)
Yz7 NPT
5.62
81.0
22' (56.1mm)
12,3,4,5,7,8
'%a" (20mm)
Y4' NPT
8.0
115.3
2.3'
1.2,3
Y NPT
424
61.0
2.54"
1.2.8
Y'- (tl
~ NPT
2.82
40.6
2.54"
12.8
10mm
Ft%
4.10
59.1
56.tmm
4,7
I(1) IdenGfied by a plntle extending beyond the deFlector.
(Nefer to escutcheon data table for approvals and dimensions.
Model F1FR Quick Response Verticai Sidewaii Sprinkler
Installation Wrench: Model D Sprinkler Wrench
Installation Position: Upright or Pendent
Approval Type: Light Hazard Occupancy
Installation Data:
Th
d
"K " Faetor
Sprinkler
Approval
Nominal
Orlfice
rea
Size
US
Metric
Height
Organlzations
Yz"(15mm)
Yz"NPT
5.62
81.0
2.2"(56.1mm)
1.2,3,4(1),5,6,7,8
LPC Approval is Pendent only.
Model F1 FR Quick Response Horizontal Sidewall Sprinkler
Deflector: HSW 1
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
,
Approval organizatlons
"K" Factor
and 7ype W Approval
Nominal
Thread
Sprlnkler
Light
Ordinary
L
Orifiee
Size
US
Metric
Length
Hazard
Hazard
Yz
Y.
NPT
5.62
81.0
2.63"
7,2,3,5,8
7,2,5,8
NOTE: UL and ULC Listlng permits use with Ft or F2 recessed escNCheons.
2.
Upright
Pendent
.t.1
Upright Conventional
r-~ ~
, , ,ir axm.
,vm,o
om.,
~
«A
Model F1 FR & F1 FR Recessed Quick
Response Sprinfders
Installation
Sprinkler Types
5
Quick response sprinklers are intended for installation
Standard Upright
as specified in NFPA 13. Qwck resonse sprinklers and
nnklers shou d not be intertnixed
s
d
Standard Pendent
e Pendent
Extended Covera
.
response
p
standar
g
'
The Model F1FR Recessed Quick Response Sprin-
F2 E
Conventional
s-
i klers are to be installed as shown. The Model F1 or
Sidewall
~ cutcheons illustrated are the only recessed escutcheons
Vertical
=~2
to be used with the Model F1FR Sprinklers. The use of
Horizontal HSW1
~
any other recessed escutcheon will void all approvals
Extended Coverage EC6
~
and negate all warranties.
Recessed Pendent
When installing Model F1FR Sprinklers use the Model
Recessed Extended Coverage Pendent
D Sprinkler Wrench. When installing Model F1FR Re-
sed Sidewall Sprinklers use the Model GFRi Sprin-
I
Recessed Ectended Coverage
EC
ces
kler Wrench. Use the Model RC1 Wrench for installing
6
Horizontal Sidewall
Recessed Horizontal Sidewall HSW1
F1 FR Recessed Pendent Sprinklers. Any other type of
wrench may damage these sprinklers.
Maintenance
The Models F1FR and F1FR Recessed Sprinklers
should be inspected quarterly and the sprinkler system
maintained in accordance wdh NFPA 25. Do not clean
sprinklers with soap and water, ammonia or any other
cleaning fluids. Remove dust by using a soft brush or
gentle vacuuming. Remove any spnnkier which has
been pa~nted (other than factory applied) or darnaged in
any way. A stock of spare spnnkiers should be main-
tained to aliow quick repiacement of damaged or oper-
ated sprinklers.
Approval Organizations
1. Undervvriters Laboratories, Inc.
2. Undervvriters' Laboratories of Canada
3: Factory Mutual Research Corporation
4. Loss Prevention Council
5. NYC BS&A No. 587-75-SA
6. Meets MIL-S-901C and MIL-STD 167-1
7. Verband der Sachversicherer
8. NYC MEA 258-93-E
~ ULI Listing Category
Sprinklers, Automatic & Open
Quick Response Sprinkler, or
Quick Response Extended Coverage Sprinkler
ULI Guide Number
VNIV
Tmmrvnrahiro RaTinec
Clavaificatlm
. ~nitler
T
Bum
~ I
F
Ordinary
57
135
Orarge
Ordinary
~
R~
Intertnediate
79
775
Yello.v
Intertnediate
93
200
Green
Hi h(')
741
286
Blue
Not available for recessed sprinklers.
Standard Fnishes
SprinkWP
F.aculd,son
Bronze
Bright Brass Plated
sdem srass Pluaa
BngM Chrane Plated
sem srau parad
BrigM Chrpne Flated
sam, cnrorne Poacea
sam, c,nr«ne Raaw
Enamel Paintetl "I
Enarrel Paintad
Polyester Coated
Bladc PIffied
Black Wated
UL antl ULC Listed and LPC Approved only. Bleck, ofl while and whi[e are
sfandarE colors. Other decaraEve factay applied cobrs will be quoted on
request.
(2) For Extentletl Covere9e Penden[ and Recessed Pendent Sprinklers, fM
Approval includes all listed finishes. Fw all oMer FM ApproveC Model FiFR
Sprinklers. FM Apprwal Is limked to bronze and brass, chroma a blflck
plated finishes anly.
Fcridrhnon na}a
-
r.maRMrem
~
n
c~w DkmnWn
F1
1.2.4
yp;
F2
1.2,3.4.5.7,8
Yz
In)
1%(2)
Y'a-'Ys
t') Pendent
«EC HSW
Ordering Infortnation
Specify
1. Sprinkler Model
2. Sprinkler Type
3. Orifice Size
4. Deflector Type
5. Temperature Rating
6. Sprinkler Finish
7. Escutcheon Type
8. Escutcheon Fnish (where applicable)
Note: When Model F1FR Recessed sprinklers are
ordered the sprinklers and escutcheons are packaged
separately.
~s
The equipment presented in ihis bulle6n is ro 6e installetl in accordance w0h the latest published Standards of the Natlonal Fre Protection Pssocialion, Factory Mulual
Research CorporaVOn. a other svnilar organ¢auons and also with ihe provisions of gwemmental codes a ordinances whenever applicable.
~ Products manufactured and dismbu[ed Gy Reliable have been protectlng life and property tor rner 70 years, and are installed and sennced ty Ne most highy qualfied arW
reputa6le sprinkler contractors bcated throu9hout tlie Uniled States. Canada and faeign countries.
Manufactured by
The Rellable AutomeUe Sprinkler Co., Ine. ~ ~ae
(914) 668-3470 Corporate Offices
(914) 592-1414 Seles Offces pevision lines indicate updated or new data
Bellabiloo (914) 592-3676 Fax PG. Ptinled in U.S.A 4197. PM 9999570027
~ Hjro:IMww.reliaeiasprinkler.c«n Internet Address
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't H. PII'E AND FITTINGS
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~ . AMERICANTUBE& PIPE'
COWANY, iNCCRPCR.1i:) ~
D a-Br
ead
~ FLM fine Sch. 40 Replacement
Dyna-Thread offeis the Iife expectancy of Sch. 40 with superior hydraulics and geater value.
,y
Dyaa-Thread sprinkler pipe from
Americaa Tube & Pipe represents
an eagineering advancement for the
~ sprmkler pipe indnstry. It combines
the safety and longevity of tradi-
donal Sch. 40 pipe with the quality
aad hydraulic advpnesthat
~ American Tube & Pipe is }mown for.
~
~
■
■
s
■
Dyna-Thread's inside diameter is up
to 3.6% largrr than Sch. 40 giving it superior hydraulia. And whea ueed
in coajuacCOn witL Dyna-Flow pipe,
down-~ziag ohen oceuxa.
'zia
Dyna-Thread is fully lisud aad
approved by iJL, ULC, aad FbI for
5re sprinkler applica4ons.
The life expectancy of Dyna-TLread
and Sch. 40 aze equal based on the
calculated wall thiclmesses per LZ
(see CRR).
The consistent quality of sted used to
make Dyna-Thread facilitates smooth
threading and lower maintenana coetn.
The exterior of Ayna-Thread in
pratected by American'e "Diamond
Coat° (U.V. cured acrylic) coating
for extended shelf life md easy paint
applicaCOn.
With its iacreased strength md lighter
weieht, Dyna-Thread reduces installa-
don fadgue and is ideal for retro-fit
applicaCOns.
'I■
~ ■
ss
■
Corrosion Resistance F2aao (CRR) is a UL
' ;Underwriters Laboratory) term for the
~ estixnated life e.cpectancy of a pipe joint.
This is based on the calculated wall thick-
I aess at the base of the ficst e<posed thmad,
assumed to be the weakest point of the
~I pipe lene-th. Dyna-Thread and Sch. 40
SPECI
FICATIONS
PcISIDEDIA~4~TER
UL CRR*
DYNA-THRE.ID
NPS
DYNA-
THREAD
SCH.
40
DYNA-
TffiiEAD
SCH.
40
L:W.T.
PIPE
WT/FT
PCS/
LIFT
1"
1.087
1.049
1.00
1.00
.35
1.327
61
1 1/4"
1.416
1.380
1.00
1.00
.17
1.854
37
1112"
1.650
1.610
1.00
1.00
.18
2292
37
2"
2.115
2.067
1.00
1.00
21
3.047
19
• Calculated using Standard UG CRR Eormula, iTL Fire Protatioa Directory, Category VIZY.
have the same calculated waIl duclmesees
at tLis poiat md an both assigned the
same CRR of 1.00. Tlvs meaas that Dyna-
Thread has the same strength md life
expectancy asthreaded Sch.40 pipe.
When coosidering the life expectancy of
aay pipe, the CRR value offers a good
barometer of xelarive durability of the
joint. Dyna-Thread, with its CRR-1.00
oHen geat peace of mind as wrIl as supe-
rior hydraulics md excepGOnal valve.
■ Dyna-Thread is not designated as a
lightwall threadable pipe.
■ More wall thickness at the thread
(CRR=1.00) gives Dyaa-Thread better
life expectancy than lightwall thread-
able pipe joiau.
■ Unlike lightwall threadable pipe, Dyaa-
Thread has no thread gauge warning.
■ Dyna-Thread is approved foc standard
haager spacing (15 h. O.CJ, can be
used as ear[hquake sway bracing, and
is safe to use as drops.
i Dyna-Thread is aafer to weld on than
many zinrcoated li;htwall threadable
pipe prnducu.
■ Dyne Tfuead is more widdy accepted
than lightwell tLreadable where Sch.
40 ia specified.
Dyna-Thread pipe is manufactured to
meet ASTil1 A 135, Grade A and is in
compliaace wi[h YFPA-13. All sizes of
Dyna-Thread are rated at 300 psi
wor]¢ng pressure.
~ ~
We.a Apx„we LbdeD,vna-Thread is UL aad LJLC Listed for
wet, dry and pro-acuon sprin]cler systems
and FiYI Approved for use in wet systems.
Dyna-Thread can be "hot-dip" galvaaized
to meet FtiI requirements for dry systems
Dyna-Thread is approved for all threaded
couplings md welded outlets and is suit-
able for all roll-grooved, and plain-end
fittin.P . ($ee listing iaformadon.)
Dm..Thre.d u. my~.M irv4wrt 4.t~.,.ncan TuEe 3 Fp
Cwnp.v.. lrc.
.UI uJ•.mvoon..unwxd Irrx u.aura~e a~ 4~u~.n ai ox.~( pW.
4e.um..lmrne.n Tube S RP~ mmm ~h ~A~ ia ch.Ne vo-lu.~
~DKScaonu.nNwt. ad ~Jw, im.mq ubtiwmu.
~ . 2525 N. 27th Ave. 101 E. Brcarnvay Ccsccmer Service
Phcenix, AZ 2`CC9 Kckcmo. IN 46907 1-8CC-d77~823
, icC2-272c6Cfi
~AXCC2-269-t32^- pMp7CANTPUBE&PIPE'
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. AMEFGCANTl18E & PIPE' . '
caWurc iNCOaPaPaEo
x ~
a
-Flow°
yna
D . ~n.
H~~r~ S trPn¢t~l ,,tP,P,] r11"1P,
~ The original high-strength lightwall sprinkler pipe with hydraulics superior to Sch-10.
elmerican Tube & Pipe Compaay's
Dyna-Flow' is the "original" Mgh-
strength lightwall sprinkler pipe. In
addition to having outstanding
hydraulics, Dyna-Flow pipe is eco-
nomical and easy to cut, fabricate
and 'vutall. Availa6le throngh die-
tributon nationwide, Dyna-Flow ia
recognized as tLe most popnlar
alternate to conventional SeL-10
pipe. American-made quality and
6igh performaace engineering
make Dyna-Flow a valua6le addition
to any fire protectioa system.
~
~
a=Ay
~
~
. P.
With an inside diameter of up to 110/o
larger than Sch-40 and ap m 7% larger
than Sch-10, Dyna-Flow pipe's hydranlio
are exceptional. La oer I.D.s eaable
Dyna-Flow, and the related components,
to be down-sized within the system, thus
increasing the potential for job cost
savings. The chart above compares the
I.D.s of Dyna-Flow with other pipe
schedules. For complete Hazen-Williams
charts, refer to °Dyna-F1ow Hydraulic
Data Tables.° -
Dyna-Flow pipe combines the efficiency
of advanced hydraulic performance with
the value of lono term durability. Life
ezpectancy,defined by Underwriters
Laboratories as a Corrosion Resistance
Ratio (CRR), is relative co the strength
of the weakest point of the pipe,
typically at the joint. Al threaded
Sch-AO pipe joints have CRR of 1.00. All
sizes (1" - 4") of Dyna-F1ow have CRR -
values of 1.00 or a eater, tkierefore
offering e eater life 8cpectancv.
(See chart above).
SPECIRCATIONS
INSIDE DIAi~TER UL C.R.R.> DY-NA-FLOW
nrra- scH. scx. nrra- scx. resi
NPS O.D. FLOW 10 40 FLOW 40 WT/FT LIFT
1"
1.315
1.197
N/A
1.0~49
2.41
1.00
.791
91
1-1/4"
1.660
1.542
1.442
1.380
1.55
1.00
1.008
61
1-1/2"
1.900
1.752
1.682
1.610
2.44
1.00
1.404
61
2'
N
2.375
2227
2.157
2.067
1.97
1.00
1.769
3i
2-ll2'
2.815
2.731
2.635
2.469
1.04
1.00
2.357
19
3"
3.500
3.340
3260
3.065
1.29
1.00
3.268
19
4"
4.500
4.328
4260
4.026
1.00
1.00 .
4.327
19
6"
6.625
6.403
6.357
6.065
.73
1.00
7.714
10
*Glculated usins Sundard UL CAR formule, UL Fire Proteetian Fquipment Dircetm7, Gtegory VIIY.
Dyna•F1ow pipe u manufactured to
meet: ASTM A 795 Type E, Grade A and
is in compliance with LYFPA-13 and
IYFPA-14. All sizes of Dyna-F7ow are
rated at 300 psi working pressure.
6" Dyna-Flow is rated at 175 psi by FSI.
Dyaa-Flow is UL Listed, FiM 9pproved
and ULC Listed.
V m @
unea APPnvad u»aa
Dyna-Flow is UL / ULC Listed for use
with roll e ooved, plain-ended
coup(inp , and welded joints for wet,
dry preaction and deluge systems.
It is F74 :lpproved for roll o ooved,
plain-e¢ded, and welded joints for
wet systems. Refer to appropriate
documentation for up-to-date listing
and approvalinformation. Dyna-F1ow
can be "hoadip" galvanived to meet
F'vIb requirements for dry systems.
■ Lightweight aad eesy to install,
resulting in more efficient use of
your freight aad labor dollars.
■ Provides stability ueeded to comply
with standard hanger spacing (15 ft.
0. C J per tYFP.1.
■ Available in standard lene hs for
your convenience, or can be ordered
ia custom lengths upon approval.
■ Fast cutting and welding, as well as
easy roll p ooving and end
preparation.
■ Available in factory roll o ooved
form for quicker shop turnaround.
■ Clean, durable mill coating provides
longer "shelf life° and acts as an
excelleat primer for custom paint
applications.
D.~u-Ylo. i. a.eryi.ml ~ndem..t ,.f A-ri<.n Tube S Piye
CwP•nr.Ine.
All info.muion <am.in..l hereiv b aaunm.. knu.n ai um.
of Publ4nian..\mene.n TuM1e S Piy. rn.nn ih. ri.h-.
eh.nye pruluet ~qcificaunn..nM.-I nmne. ,nA .i,A.m
~neumns ublisviun~.
s.ouo uvs
2525 N. 27th Ave. 707 E. Broatlway Customer Service
4~4
Phoenix, AZ 85009 Kokomo, IN 46901 1-800-877-8823
. 1-602-272-6606
FAX 602-269-1324
AMEAICAN N6E d PIPE-
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Fire Protection Products
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The leader in Fire Protection products innovation.
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FueLock produccs comprise a center-m-end dinension :."an
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Ftyle 005
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Couplings
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FueLock Sryle 005 rigid crouplng
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7'he Firel.ock sys7em Provides
rigidity for velve connections.
fire meins. bnB strei6ht xuns.
Suppon and hengin9
Tequiremeass conespond w
NFPA 13 Sprinkler SYscems.
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t~
OQ~GC
Nyn. wonc ~
~ Pres.
P51
ymm !o~ W
90~
~
w
;
~
Fo: a comalete Iscui9 of UL
yced and FM Approvgd
p:oducss (or Fue Rotection
semces request 70.07.
g;zayoek producb ere for use
ONLY oa Fim YrotectSOa
sysisms.
S.ryle 744 FueLock FWnge
adaptet u designed 10r dueNy
Lncorporaang flan9ed
componen•s wath ANS] CL 125
or CL 750 bot hole patter.vs mw
a grooved P1Pe sYSZem. Sues 2-
8' (50 • 20D mm) aze hin9ed for
ee,ry hendlin9 wiN inte9Ta] end
tabs which (ecilitate assemb3Y.
The despn incorpaaates scna➢
teeth ireide the key shoulder I.D.
w prevent rosation.
Requesc 10.04.
~ ~ II ~
<
~
I
7
C~
~
I I . .
BGC~ute M tM oNSice lianpe OmMCiM+. Fc' Ot* 11M9E ~ Wi no1 Ge useC on Fpe-
Lxk fmmps. Wnar waiv rn w0'P/Pe vanes re uea eapmV a Vcuubc IMnp. cMi tlac tl:
TpllfpM1SloasSUe 0'op8tCk8'aul. ~~~~~tl~~r~p~y~yy
FnsLOG fkn0e atlaotas snw1C ro~ ce usee+s+'~' 1^'s
pmts. Wung ruocer tw:eo tanpes. wnes M..2~ ~~c hp m~me paF++Iu~
FrceLOCk nanoe oas+eis mvrs' a~w~ays Ee essa^mieZ otM, iic faonc me rna:.nc tlanpe
Styte 744
Sealing Surface
I
Nomivd'~, SeabneSUnaCe I~
SI.F IfIChES
I
Incines
Va.. ' B IAio I
~ :3E '
2.
. .
----._---r.rc,' .~_.,.T : • . `
. .
Sealinq5u^•ace I
S:p Incnes-
inc~es
_a I (
[ ~ C= I = ~d I
I
43
t
~
i
~
FireLoek Fittings
Fr. e:.ock `.:c:ngs a: e designed ioc
;:se excics:vely N :t S:yle 005
=::ei.ock coupl:ngs Jse of oc.her
prxuc-s :riay rescl: m bolc pad
~ m:erterence.
AeGues. ]0.03
u~C
~
V~
~
~
J
~
.CtoE- -CroE
~ c io! lr
No.001
No.003
N0.002
NO.ODi
ND.003
NO.ODZ
90° Elbow
45• Emow
Saa9-d 7ee
90' EIOOw
445' EDOw
StraqM T"
Nom.
C
wpi.
c
wpt
C
wpt
Npn
.
c
wp'
c
wpi.
c
wpt
Sira
E
p
Ee.
ro
E
Ea
E
w
Ea
Siu
io
E
Et
b
E
Ea
b
E
Ea
h1.
In.
Lbs.
In.
LDS.
In.
Lffi.
M.
In.
Lbc.
N.
W4
In.
LDC.
mm
-ir.
Rq
mm.
kg
-r
ag
-vc
mm
rq
mm
rq
mm
kg
2
2.75
1.7
2.00
1.B
2.75
2.a
4
4.00
6.7
3.00
5.6
4.0
0
8.7
.
.,2
~
2'k
100
3.1
225
22
3.00
3.6
5
<.98
12.6
3.25
B.3
<;88
757
3.00
3.30
225
2A1
3113
3.9
6
5.50
18
3
3.50
117
5.50
227
3;
,
3
3.38
a.0
2.50
3.7
3.38
5.3
8
fi_Bt
25.5
425
20.a
6.9a
38.7
-
•'o
-
S OA.O+rent+an.
~ FireLock Fittings
~s PBr(ORI18(ICC
FrictittW Resisrance
Fnctional Resisbnce
EQUiv. FeeV^ewrs ol Siraiqm Pipe
Equrv. Feli 0l Siraipht Pipe
NOM.
Size
gp
45•
~'+'7nt Tee
e'
yo.
ys.
SVaght 7ae
In
EIOOw
E1bow
No.002
In.
Ebow
EIOOw
No.002
.
~un
No.001
No.003
&uwT
Run
mm
No.00t
Na.003
&aiM
Run
2
3.5
7.8
8.5
3.5
4
6.8
3.4
76.0
6.8
.c
:e
,a
2Ya
d.3
22
~0.8
a.3
5
8.5
<2
21.0
8.5
~
. .
, .
,~s
,
e,
zo
4.5
2.3
0
11
4.5
70
.0
5.0
25.0
00
3t
.
~
33
7
3
5.0
2.6
13'0
5.0
B
730
5.0
33.0
13.0
ac
S OD Dmensan.
~
~ No.66
Vic'-End E
End of Run ~C-^ ;
Sprinkler Fitting
~ ULC~ ~
~ O
52e Dimenvons
Nom
p01
Nam.52e
Dimensions
AriR
.
Incnes [ncnes`'
wgt
Ea
iricl+es
Incnesr'+I
Wgt
Ea.
^r , C
E
.
.
LDS.*S
m¢
C
E
.
LDS.MS
2 X`h 1.96
2.?"<
h X`h
2
1.96
272
22
_ .
"
'
x "
c
o`
c2
"
X Y
L96
Z?2 ~
x 1/ .
1 96
272
2.1
I
x
.
x
X 1 ~ 96
272
' 4
X i
1.96
272
2D
x
x 2
5C
'5
'
7
44
~
No. 10•DR
Drain Elbow
~
C
lo E
z.
~
H &~c
w-'
-+1 G to E o
+
a~+emio~
Mrs.
Nan.
Inc.xs--
Wql.
Size
Ea.
In.
mn
C E N
2`h
37< I 275
52
3
a2_
275
5.3
-
- -
4
S.CC
2.75
B.8
TC
6
6.SC
2.75
18.7
:S7
I
I
No. 006
FlreLock Cap
~
No 10-DR c: am eL7oK•s a:e
specH:cally designee io: cse or.
Eue pro[ec(ion sandpipes 'he
dram is dr.lled and apped :a a
1' (25 mm) NP7' outle[.
Conswcced of durabie ducule
uon ell sizes wn[ocm [o the
ratings of Scyle TI couplings.
No.10•DR elbows aze suppLed
vnth grooves or shoulders. These
fittings are not tatanded for
use with Vieteulic Plain End
Coupltagi.
Request10D5
r+orES.
IMtlfl WnMCbp WAIH IX IYp1YG,, WItlM1'y +wu arK+M ro v¢uwc arou+ sMo.s w~m
S" 741.743O17M YK4WIpR 8WpinS.
tl~J O~C tJiYLic! tlinu~fiON wM M
tA.W~rmi a me Ptmq.
_ -r
U~ ~
OU~C
P00_inchei
Poe -Md*y
EmE
Mz.
EroE
Mn.
wmrui
ncn,ai
4wtws
wpi.Ea.
rWmiiW
AmW
inUhss
wpi.Ea.
5¢e
. Srse
mm
LDSAG
SR~
5¢s
LffiF:
iu
1.660
o.az
o.?
a
a.soo
1.00
2.4
"
^a
"
•ryp
a'
'
. .
1%
1:900
0.82
~.6
5
SS63
1.00
6.1
40
- -
=
2
2375
0.88
0.6
6
6.625
1:00
5.9
aC
: .
r~
a,^.
2%
2_875
0.88
7.0
B
8.625
7.13
-
12]
3
3.500
0.88
No. 27
Standpipe Tee
(DutUk Iron)
Oo~°
-r
NomON Size
C b EOR
C ro EOB
Mz
InMas
4U~es
es
hwlhes
N'pt Fi
TT
'~m
T' •
I.DSRC
4 X4X24
3.25
4.00
9D
6X6x2',
315 I
5:3
1<3
~.R._
~
{
1
f
~
Y
i
!
~
1
1
~
~
i
i
,
E
i No
21
"
OR-
.
i ButlheadTee
UL U~C
(Duclile Iron)
Ap
E
Nominal Sze
C to EOR
n
I
( C io EOB
in
h
l
Ea
W
~
i
Incnes
mr
I
nc
aS
mr.
C
eS
'r
.
. I
q
L05.h_
:XSX'.f
x . . .
I 7."_
i 5.]L
I
267
i
.
6x6x8
n5
i 650
375
_
.x._
'
. . _ . . . _
-
fps
.
.
D C
OUPLINGS
Styl@ 72
~ Outlet Couplings
u`~.
O
r~
\YM Fem~k
-Wnn Gmvetl Ounr.
V +-Z'
I ~ ~
~ I
I ~
WIN Pwnak Threa0e0 Wtlat
S:yle 72 OuUec couplin5s are
tles:gnec cc serve as a joming
dev:ce provtdm5 an integ:a!
:educmy oudet. When used on 2
- 3' (50 - BO r.im) VicauLc casc
:rangs. cor.tact VicauGc tor
recommendanons. Scyle 72
couplm9s sre not
recommended foc vacuum
service.
Request 06.10.
I v I Z I
2C 1
I
WM GmwaE PNet
+mI.+u
^'vf
~
~
NOmNi SiZ!
IAiz. i
CoUWitq DimorLSionS
AMt
RunxNeE.OWet
WoM I
IncMV-.m.
~
FPT CaflA/PT
PPSI.
lM.
yiywr;,n
0:
X
V
Z
k9
7Ya X Sk
-
-
500
2.94
4.50
?~5
:
x •c
'_c:
-
' _
6
- X Y.
-
500
294
4.50
7
5
2.
i•fi
.
x -
a
.
x t
-
500
2.94
4.50
?ro5
?.a
-2 X 7e
-
500
338
5.OD
2.75
3.5
x
X i:
-
500
3.38
5.00
2.75
2.5
X t
t
SOC I
335
5.00
275
2.5
ZYa X`h
-
50L
31W
6.00
2.75
4.5
. .
x 'v
X i:
-
500
3.88
6.00
275
4.6
x 7.
-
~
X 7
-
500
3.88
6.00
2~5
~.6
x z
-
ae
'sz
X tv.
-
500
a.06
6.88
325
5.0
X 32
3}::
tC3
'
93
2.3
x -
t+h
SOG
4.06
6.88
3.25
5.0
K
3 X+:
4.50
7.00
238
3.4
_ F
x _
x -
5or
; 4.50
I
7.00
2.38
-
7.0
'
X11
_
gp[
i 4 ~75
B.DO
3.25
70
X _
~+h
59C
a.75
8.00
325
7.0
x
i
t2'.
n3
BS
32
a x~:
SJL
5.69
8.38
2.50
6.8
x a"
I -
i~c;
I
..e5
213
K
3.1
X
'
~
50C
5 69
8.38
2.50
6.8
K
z.
-
I
2's
K
3'
X t,h
_
a0C
I 6.~3
9.00
3.69
n 4
x :
3c
52
x
'
p
aD:
E.13
"
9.00
3.69
71.4
x
-
??9
34
5 2
6 X;
-
<pC
8.13
12.00
169
18.0
'os
xs
a:
82
40C
8.13
12.00
3.69
180
x.`1
I _
:
I
206
Ks
~
e.
x
Z
«
Bt3
1200 .
3 69
18.0
x _
c
~
206
3C5
aa
8 2
x
5
_
_
,.n onnor
manee will v
erv Irom e!
v~nc m ruoe
FBIar IO tWICS P~ Paye a.....- _
9: Cmtao, vieWUlic 7 reaues; W.tO
14
Style 750
Reducing Coupling
~
v U~C
O
;he S.yle 750 Reducing
Coupl-n5 pe:mi•s d:te[:
redaction or. --he pipmg vr. i:
(ea:utes fi spec:al [educing
gaskec:or pressc:e respo:s!ve
seahng. A steei washec whsa
pcevents celescoping of the
smallet pipe L-side the lazger
dunng vecncal rystems
assembly is available upon
reqvest.
Request 06.08
i
X
»pvsk
Di111lIISIOfl6
APIL
~
Indws_
i
Nominal
Prect.
E
size
rsr
Lbs.
kiW.h~m
.Pn
X
Y
Z
-
x
350
3.38
5.00
7.88
20
iZ
~
2 X 7Ys
350
338
5.00
1.88
2.t
'
5: X +G
=a•:
i
•d
=c
.
2N X 2
350
4.13
5.88
1.88
3.0
2e x So
_a':
•oe
360
4.73
5.88
1
88
3.0
3 S X 2
_
3 X 2
350
7_75
. .
E75
1.88
_i
4.6
-
~ x SC
_
3 X 2'h
350
775
•
6.15
1.88
42
.
x 5=
3~ :
7
~
a.75
6.75
1.88
42
3 S x 3 Y
4X2
350
6.73
8.W
2.79
'
8.8
:
x iC
.a•:
_•c
s
:
.
d X 255
350
6.73
8.50
2.19
8.4
w.JC-:5
350
6.13
8.50
2.79
B.6
4X3#
241,
_•c
Y
i3
4% 3
350
6.13
8.50
2.19
6.6
•co x 90
N..
ise
:-o
3
~
z,3
"
9.ea
z.,s
.5 x a:t
2
'
-
-
G X A
350
8.50
11.25
2.25
6 x 5
350
11 13
I 2'3
•,26
~
e.sc
>>.zs
z.'e
uz
'
'
ehsxs
se
-
B X 6
35~
t 0 75
14.00
2.38
?~.C %'JC
sG
:0C . D~~.
'11e1x to roIes N oage 9. No'e Pui CMO"ns GMwmance witl vary •rpn c.'+ans m pa9e 9 Cd`-
tan v~nauxc or rni+es; 06.08
SMe 750 Re0ucm9 cwolinys Yauia rol x usea vmm etna wos : K' . m sYStems wnere a
uum may oe ae+ebcec Coniaa V¢uviK fa aetans
~
`
~y
t
~!F
4
~.~.3
IPS CARBON STEEL PIPE
' HOLE CUT PRODUCTS
Hole Cut Piping System
Developed by Victaulic to provide
a fast, easy mid•pipe outlet without welding.
Stytes 920 & 921
Mechanicat-T'
BoRed Branch Outlet
The bolted mechanica branch
connection concep: was
developed by Vicrautic w
pronde a !ast, easy mid-pipe
ouUec wichou[ welding. A hole is
Scst cu: or drilled in the pipe co
:ecerve the outlet. Poslnoning in
the hoie vs enhanced vnth eichec
a locaang collaz (Styies 920. 921
anc 929) oc a toe and heei (Sryles
923 and 924) and provides a
smooN ouUet area (ot maxdmum
fiow chazaccenscia.
Tbe gasket is molded w confonn
w the pipe O.D. and is of
pressue - responsive design.
Vicraulic Mechanicat-T OuUet
provides a duea branch
connection ac any ]ocavon a hole
can be cuc in pipe. The hole is
cuc oversize to receive a
'holefindei locanng coller
whied secuces the outlet in
postlon pe[menently. A
pressure responsive gesket seaLs
on the pipe O.D.
Ctoss•type rnnneeri0ns can be
achieved wiN Sryle 920
Mechanical-T by udlizing cwo
uppec housings o[ the same size.
with the same ot diUecing
b[anch size connecaons.
Ail sizes of Sryle 921 aze raced ac
300 PSI (2065 kPa) on steel pipe.
Contaa Vicraulic fo[
ceco¢unendatlons on othecs
rypes ot pipe. Sryle 921 is noc
recommended for use on PVC
pla5tic pipe.
Gaske[ seat u furthei enhanced
by pressure or vacuum in the
line.
Sryles 920. 921 and 925 are ideal
for a vaziery o( branch
rnnnecrlons. Sryles 923 and 924
provide a weidless connecnon
tor a vaziety o( gauges. drains
and chermomecers.
VietauGc hole cut producss must
be inszalled on the ttue
cenreriine of the yipe. Vic Hole
GL[Gng Tools are recommended
for PrePe[in9 Pipe to [eoeive a0
Vittaulic hole eut p[oducrs.
Sryle 920 Mechanical-T Outlet is
available vriLh grooved o[ female
th[eaded ouUet. Speci(y choice
on o[der. Unfrs ue svpptied
Peinted with pleted bo16.
Gelvaniisd hovsings are
evailable. supplied wiTh yle[ed
bolts.
A➢ smes of Style 920 aze iated at
500 PSt (3450 kPa) wo[Itlng
pcessure on sceel pipe. Sryte 920
meyaiso be used on high densiry
polyethylene or polyburylene
(FIDPE) pipe. Ressvie ra[ings on
FIDPE aze dependent on the pipe
[atlng. Contacc Vicraulic for
tadngs on other pipe. Sryle 920 is
not recommended tor use on
PVC Plesric pipe.
NOTE: VstauLc teme/e
ttueaded produets are designed
to eccvmmodare scandard ANSI
male pipe ctueads oNy. Use ot
male threaded produccs
emPbYin9 Sexcia/ (ea[ures such
as. probes drypendan[spnnk/er
heeds, thermometer weUS. etc.,
shoWd be checked wi[h the
VicrsuLc produc[ mth which
they are to be used W venfy tha[
Neyare, in facr, suirsble. Failure
to verifysuirabiL'ry in advance
mey resul[ ia difdcWUes in
assumbly or lealmge.
Aequest11.01.
Style 921 Mechazucal-T Outlec is
supp6ed with a female Uueaded
ouUet only, painted housing and
a plated'U' shaped bolt which
servsa es the iowec Gousing.
Hecauae of this design, Scyk 921
is aot iecommended tor use as a
ccaes cmnaection. Galvaniud
housings aze aveileble.
3[enderd PiPing practices
dictace [hac the Mechenical-T
Style 920 and/or Sryle 921 musc
be inscaDed so that the mam and
btench connecrions aze a we
900 anqle when pecmanendy
attached to the pipeline sur[ace.
. -Sryk 920 Sry1e 921
Shk 920 Lmss
Styles 920 & 921
Mechanicai-T'
Bolted Branch Outlet
Performance
40
c„ valuea
C.. values for !low ot wacer at
-50°c ;+:6`C) aze shown in che
:vie acngh._
Requesc11.02
,,.,e
EQUiv. FeeNnews
Epuiv. Feet-a~e=
Nom.
ol RYa
NOm
ol Pipe
OuHet Srse
C,
Famale
.
OuGet $¢e
C,
Female
IricMy^r
V21vas
GM.
TM.
InChES/nr..
Values
GNE.
Thtl.
'h
15
'
2.0
2
87
9.0
105
Y.
18
_
aA
2tr
11 7
nA
125
>
22
3
I
t73
t35
c'
ri.
39
5.5
6.0
a
346
2C~0
220
•'_i
52
7.0
B.C
t
~
4tyles 920 & 921
Aechanical-T`
' dolted Brench Outlet
O
t- r-~
~
Slqe 92~ w/Groove0 Qnbi
IAU.
Pmensbtu-4dMi^nnmeierc
Nonw~ Size
Wwk
Mck
.
Wpt.
Run %BqnCh 1
Ift,,yys
gryie
Presi.
p5i
Du.
.0.13
Fem.
Tha.
Grv.
Ead,
lDC.
-
N0.
.c:
-0.00
T^
v§
v§
v
e
2X'h
•
927
~
'
1.50
'
2.D6
_
•263
-
-
5_00
2.5
r
:
?E
'
3F
_
X~"
1.50
2.06
e.fi3
-
5.00
2.2
927
x~
_5t
263
-
5
00
2.4
I
921
'
X tY.
300
i.75
2
.06
275
3.25
5.00
32
x
921
2r
ce
:
SF
:
ES
•
.Z
X i~h
300
1.75
2.06
275
-
5.00
32
xcn
921
i.°
<c=
`.3
-
12',
=
2~/. x K
X
921
300
°
1.50
2.19
2.75
-
5.00
:27
23
:
. 'c
ti
2:£
.
3E
X'•
3DO
1.50
2.19
275
-
5_00
2.3
r
921
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❑ Wye-SVainer
Characteristics
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Size of Mainline
2 112', 3, 4', 6', 8'
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175 PSI (1200 KPa)
Hydros;atic Test Press.
350 PSI (2400 KPa)
Tempereture Range
320 F to 1400 F(0° C to 600 C)
End Connections
Fianged ANSI 816.1 Class 125
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Main Valve Body
DucGle iron Grade 65-45-12
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Shut Off Valves
NRS resiilentwedge gate valvee
AWWA C509
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Etastomer Discs
EPDM
Spring
Stainless steel
U.S. Patent No. 4,989,635
Agency Compiiance
2'fi'-d' (Hortzonbl and VeRlcal Up)
• Approved by the Foundatlon for Cross Cannection
Controi and Hydraulk Research at the Universiry cf
Southem Cafifamia.
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FIRE PROTECTION PRODUCTS
Series 717
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tesced m 500 P51(3340 kPa).The
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(B.POTTER OSYSU-1, -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
Potter Electric Signal Company Potter Electric Signal & Mfg., LTD.
2081 Craig Road • St. Louis, MO 63146-4161 55 Glen Cameron Road
(314) 878-4321 •(800) 325-3936 Thornhill, OnWrio, Canada L3T 1 P2
www.pottersignal.com (905) 882-1833
OSYSU-1 Stock No. 7010106
OSYSU-2 Stock No. 1010206
GENERAL INFORMATION
The OSYSU is used tc monitor ,~e open position of an
OS & Y(outside screw and yoke;• ,rype gate valve. This
device is available in two models: the OSYSU-1, contain-
ing one set of SPDT (Form C) contacts and Ihe OSYSU-
2, containing two sets of SPDT (Form C) contacts.
These switches mount conveniently ;o most OS & Y
valves ranging in size from 2" to 12". They will mount on
some valves as small as 1/2".
The cover is held in place by ;w-- 'amper resistant
screws that require a speciai tcc! tc remove. The tooi is
furnished wi1h each Ce,ICe and srcuid be left with the
building owner or respcrs:bie par,;_ R.aplacement or
UL and CSFM LISTED, FM APPROVED and NYMEA
ACCEPTED
Dimensions: 6.19'L X 2.25'W X 5.88'H
15.7cm L X 5.7cm W X 14.6cm H
Weight: 21bs (.9 kg)
Enciosure: Cover - Die-Cast
Fnish - Red Spatter Enamel
Base - Die Cast Zinc
All parts have conosion resistant finishes
Cover Tamper. Tamper resistant screws,
Optionai cover tamper kit avaiiable.
Contact Ratings:
OSYSU-1: One set ot SPDT (Form C)
OSYSU-2: Two sets of SPDT (Fortn C)
15.00 Amps at 125/250VAC
2.50 Amps at 30VDC resistive
Environmental Limitations:
-40°F to 140°F (40°C to 60°C)
NEMA 4 and NEMA 6P Enclosure (IP67)
Indoor or outdoor use (Not for use in hazardous
Ixations.See BulleGn No. 5400705 OSYS-U-EX
for hazardous locations).
Conduit Entrances:
2 knockouts for 1/2' conduit provided
Service Use:
Automatic Sprinkler NFPA-13
One or Mro family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-13R
Nabonal Fre Alarm Code NFPA-72
additional cover screws and hex keys are available. Sei::
ordering information on page a.
OPTIONAL COVER TAMPER SWfTCH
A field installable cover tamper switch is avaiiable as an
option which may be used to indicate removal of the
cover. See ordering information on page 4.
TESTING
The OSYSU and its associated protective monitoring
system should be inspected and tested in accordance
with applicable NFPA codes and standards and/or the
authority having jurisdiction (manufacturer recommends
quarterly or more frequently).
FRINTED IN USA MKT. t8820004 - pEV J PAGE 1 OF ~
MFCi 75400979 -?/97
. .
;F
~ OSYSU-1, -2
(B),POTTER OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH r
,y
FIG. t
3.
4.
SMALL VALVE INSTALLATION -1/2" THRU 2 1/2" SIZES
THESE SWITCHES MOUNT CONVENIENTLYTO MOST 2' TO 12' OS & Y VALVES. THEY WILL MOUNT ON SOME
VALVES AS SMALL AS 7/2'. .j-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE.
CLAMP BAR
CARRIAC-E 8C
SIOTiED MOUNTING HOLES
MAY BE USED FOR FINE
ADJUSTMENT OF SWITCH
ON BR4CKE7
BRACKET
OWG. #979-3
SMALL VALVE iNSTALLATtON
1. Remove and discard'C' washer and rolier from the trip
rod.
2 Nfith the vatve in the FULL OPEN posidon, locate the
OSYSU across the vaNe yoke as far as possible trom the
vatve gland so that tha trip rod Iays against the nan-
threaded portion of the vaive stem.
Loosen the Ixking screw that holds the trip rod in place
and adjust the rod length (see Fg. 4). When adjusted
properly, the rod should extend past the valve screw, but
not so far that it contacts the damp bac Tighten the
Ixking screw to hold the trip rod in place.
NOTE: If trip rod length is excessive, loosen the locking
screw and remove the trip rod from the trip lever. Using
pliers, break oH the one (1) inch long notched sec6on (see
Fg. 5). Reinstall trip rod and repeat Step 3 procedure.
Mount the OSYSU loosely with the cartiage bolts and
clamp bar supplied. On vaNes with limited ctearance use
J-hooks supplied instead of the carriage bolts and clamp
bar to mount the OSYSU.
5. Mark the valve stem at the center o( Ihe trip rod.
6. Remove the OSYSU. File a 1/8' deep groove centered on
Ne mark on the valve stem u67izing a 3/16' damater
straight file. Round and smooth the edges ot tha groove b
preveM damage to the vahre pacidng and to aliow the trip
tod to move easfly in and out ot the groove as 1he valve is
opereted.
7. Mount the OSYSU wiN the trip rad eentered in groove.
8. Fnal adjustment is made by loosening 2 screws (see Fg.
1) and slicring the OSYSU on the bracket. Adjustment is
cortect when switches are not activated with the trip rod
seated in the valve stem groove and that tha switches
activate when the trip rod moves out of the groove.
9. Tighten the adustment screws and all mounGng hardware.
Check to insure that ihe rod moves out of the groove easify
and ihat the switches activate within one tum when the
valve is opereted from the FUIL OPEN towardg the
CLOSED position. ,
NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT
THE STEM THREADS DO NOT ACTIVATE THE SWITCH.
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FALSE VALVE OPEN INDICATION.
~
PRIHTED IN USA MKT. i6820004 - REV J PAGE 2 OP 4
MFG.l5100979-?/97
~
~
OSYSU-1 2
~
OPOTTER
ALVE
OUTSI
SUPERVI ORY SWI CH
-
FIG. 2 LARGE VALVE INSTALLATION - 3"
THRU 12" SiZES
,
~
~
3" THRU 12" VALVES USE CARRIAGE
BRACK"cT
9CLT5. CAR3IACE BOLTS MOUNT
ON INSIDE CF YOKE, IF THERE
CLAMP BAR
5 SiJr"FICIEN? CLEARANCE.
CARR:AGE BOLTS
(2 REOUIRED)
~
SLCTTED MOUNTING
:-!OLES. - MAY BE USED
ROLLER
-
FOR FINE ADJUSTMENT
GROOVE.
;t
OF.SWITCH ON BRACKET.
YOKE'
M
m
~
Y.-
Ai
~i
LARGE VALVE INSTALLATION
1. With the valve in the FULL OPEN position, Ixate the
OSYSU across the valve yoke as far as possible trom the
vaive-gland, so that the irip rod lays against the non-
threaded portion of the valve slem.
2 Mount the OSYSU loosety with tha eartiage bolts and
clamp bar supplied.
3. Loosen the tocking screw that holds the trip rod in place
and adjust the rod length (see Fig. 4). When adjusted
properly, the rod should extend past the valve scraw, but
not so far that it contacis the clamp bar. Tighten the
Ixking screw to hold the trip rod in place.
NOTE: If trip rad length is excessive, loosen the locking
screw and remove the vip rod from the Vip lever. Using
pliers, break oH the one (1) inch long notched section (see
Pig. 5). Reinstail trip rod and repeat Step 3 prxedure.
4. Mark th'e valve stem at the center of the trip rod.
5. Remove the OSYSU. Fle a 118' deep groove centered on
the mark of the vaNe stem utilizing a 3/6' diameter straight
file. Round and smooth the edges o( the groove to prevent
damage to the valve packing and to allow the Uip rod to
move easily in and out of the groove as the valve is
operated.
6. Mount ihe OSYSU loasey with the trip rod centered in
groove.
7. Fnal adjustment is made by bosening 2 screws (see Fg. 2)
and sliding the OSYSU on the bracket. AdustmeM is
correct when switches are not activated with the trip rod
seated in the valve stem groove and that the switches
activate within one tum when the valve is operated tram the
FULL OPEN towards the CLOSED posiGon.
8. Tighten the adjustment screws and mountlng hardware.
Check to insure that the rod rtaves out ot the groove easity
and that the switches activate within one tum when ihe
valve is operated from the FULL OPEN towards the
CLOSED position. ,
NOTE: CLOSE THE VALVE FULLY TO OETERMINE THAT
THE STEM THREADS DO NOT ACTIVATE THE SWITCH.
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FALSE VALVE OPEN INDICATION.
?HINTED IN USA MKT. #8820004 - REV J ppGE 3 6r
MF4I54W979-7A7
c:r`y
OSYSU-19 -2
(0).POTTER OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
FIG.3 DIME'NSIONS FIG.4 PARTS
~
ro
a
:acw
:R[M
RW
~
r-11
I 1
1
I 1
Lr.?
BREAKING EXCESSIVE ROD
LENGTH
FIG. 5
~
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
CAUTION:
M wtinsulaled sec6on ol a single csntluctor
snowa rat ee loopetl aroww the termiiul ana
serve m two separate mnnecUOns. Tne rrire
must be severc0. Nereq' Prov^din9 supeMs'o^
d the Connatdon in the a✓Mt IIWt IhB vrira
pecomes QsbOgetl fnm untlef tlro Imminal.
ORDERING INFORMATION
YODEL DESCRIPf10N
STOCK NO.
OSYSU-7 OutsiCe $crew 8 YokaSupervisory SwiIU (Singla swikh)
1010706
OSYSU-2 OutsiOe Screw 8 Yoko-Supervisory SwitU (Double swikh)
1010206
- Covm Screw
5490293
^ Hex Key lor Cover Scmws aM Insultatbn Adjustments
5250062
- OpeonalCoverTamper5x;tcnlGl
0090131
Fw 02ssure racbxer type vaNe'mWllsGOn kits (il rapuired) mnWtt vaNe manulaauret.
TYPICAL ELECTRICAL CONNECTIONS
~ax cexuir
o
10 VO~EM GOx &
L
I
I
ro awMSOa. arvr
i Ko.
Oi COMIR0. PNQ
C9Y. N;c
OR' /91f,
Contacfs stawn in normal (va1VB open) condition.
TYPICAL SWRCH ACTION
OPEN VALVE PCSITIGN
CCM. ~
~ N.'J.
sw p i <N..",.
I~
I
CiM. i -
Sw ,y2 ,
N
CwC. #579-2
CIOSED vnLvE POSiTiOr+
COM. N.O.
Sw bi
I L_
i
COM J N O
S'.v N2 ~
- n.C.
' PFiINTEU IN USA MKT. t8820004 - REV J PAGE 4 OF
MFG.15400979 -?W
~
1
~
~
` ia0 Ot1EnOm .t J O~G M~f-0
71
(BPOTTER vsR-F
VANE TYPE WATERFLOW
:?:~'ALARM SWITCH WITH RETARD
--Potter Electric Signal Company Potter EleMric Signal & Mfg., LTD.
2081 Craig Road • P.O. Boz 28480 55 Glen Cameron Road
7Z St.Louis, MO 63146-4761 Thornhill, Ontario, Canada L3T 1p2
(314) 878-4321 • (800) 325-3936 (905) 882-1833
UL. ULC and CSFM Listed, FM and lPC Approved, NYMEA AaxpEed
Serv(ce Prossure: Up to 450 PSI
Mlnimum Flow Rete forAlartn: 70 GPM
U.S. PAT. NO. 3921989
CANADIAN PAT. N0. 1009680
OTHERS PATENTS °ENOING
POTTER ELECTRIC. Rd., 1990
GENERAL INFORMATION The Motlel VSR-F is a vare ,ype waterMw sxdtch for ues on wet sprinkler sys;ems. It :s UL Ls:etl and FM Approvetl tor use on
steel pipe: sc.^.=:u!es !C !rrough 40, sizes 2• thru 8'. _
lPC apprcv=t szes re :nrj !SOmm thru 200mm).
The unrt may a.sc ~e _sa_ as a sec:ional waterfiow deteetor on large syscems
The unit contz,ns r«o s,r^~.e aoie. double throw, snap action
switches and ar. aajLs:ac,e, ir.stantly recyding pneumatfc retard.
The swrtches are ac:uz:zc r+nen a Aow of 70 galbns pgr minute ar
more occurs dcwrs;r=_am ol ;he tlevice. The flow eondHon rriust
exist for a perioa oi ume ^ecessary to overcome the selected
retartl periotl.
ENCLOSURE: i ne un:t s =ncloseC in a general puryoge, di9cast
housing. The covei !s ^.='c :n piace wdh two temper resistant
screws wr,,cn rec~.:,rz a so=c:a! key for removai. A fleld installayle
cover tamper sv,:;;.n ~s a:a.iaD,e as an opoon which may be used
to indicate ur,autl,onzea •=-oval oi the Cover. Sep bupedn np,
5400775 for ins;anauon ,rs;.vcpons of this switch.
Maximum Surge: 18 FPS
Confact Ratlnga: TwosetsotSPDT(FortnC)
15.0 Amps at 125250VAC
2.0Ampsat30VDC Resistive
Conduk Entraneu: Two knockwts prwidetl lor 72' conduk
Environmental Specifketlons:
• Sukableforindoororouttloorusewithfactory instaltedgasket
and die•cast housing.
• NEMA4/IP54RatedEnGosure-usewithappropriateconduit
fitting
• Temperature Range: 40°F/120°F, 4.59G499C
• Non-corrosivesfeevefaetory inshdlled insaddle
Gutbn: This device is not intended farappl(ca8pis in explosive .
emrirorments
SWsAvalkblr. Pipeschedulest0Uuu40.aizes2'thru8' . .
. &S 1387 pipe SOmm thru 20pmm
Service Uss:
Automatle Sprinkler NFPA-13
Oneortwofamilydweliing NFPA-13D
ResidenGaloccupancyupto(ourstories NFPA-13R
National Fre Alarm Code NFPA-72
Optloml: CoverTamperSwitchfGtStodcNo.0090018
INSTALLATION: See Fp.2
These devices may be mounted on horizonfal or verdcal pipe, pn
horizonW pipe they should be irstalled on the top side of the pipa
where they will be accessible. The units shoub not be irutelled
within 6' of a frt6ng whicn changes the diraction of the waterfiaw or
within 24' af a valve or d2in.
Drain the system and drill a hole in the pipe using a circular saw in a
slow speed tlrill. The 2' (SOmm) and 2 1/2' (65mm) devices require
a hole with a diameter of 7 114' + 7/8' - 1/16' (33mm z2mm). Aq
ofher sizes require a hole with a diarneter of 2' 2:1/8' (SDmm *2rnm).
Clean the inside pipe of alt growth or other material for a distance
equal to the pipe diameter on eiNer side of the hoie.
Roil the vane so that it may be inserted into the hole; do not bend or
crease it. Insert the vane so ~that the artow on the saddle points in
the diractian of the waterflow. install the saddle strap and Oghten nuts
aitemately to an eventual 50 k•Ibs. of torque (see F9. 2). The vane
must not rub the inside of the pipe or Ointl in any way.
Spedtications subject to change wiNout noGce.
PRINTED IN USn MKT.IRlppppl - REV L PADE 1 OF 2
MFG.~S100761•1795
. _ .
;
(0),POTTER
FIG. 1
~
$WRdI TERMINAL C011NECTdi$
CtAYNNG VLATE TEXMNAL
/U
~±S
CAUTION:
" M uninsulated section of
a single conductor strould
y not be looped around the
~ terminal and serve as twa
separate connections.
~ The wire must be severed,
~ thereby provid'mg supervi-
sion of the connedion in
the event that the wire
becomes dislodged fram
under the terminal.
FIG`. 2
FIG. 3
:O:AL 3E.. 'RA\$i,^,i4GR
.^.4 3A'E?• -OW_iE:'~
C-EV pN A;.ARV CLOSE Cn
~ FlA7M
~
S;GNAUNC OENCE
7y?tCV. SWRCH K'CN
OaEN On '.I-"0'QCSE ON
A:J4T4 r~ AIM7N
Si`t: 9 (IX.t55 3) =NO-OF-L:nE r_SS•~R CA'.
(SEE NOTE)
OPEN ON ClOSE CN
ALARM AURN
x i``-S:SOa
VSR-F
VANE TYPE WATERFLOW ~
SWITCH WITH RETARO
TIGM7_Y NUT$
ALTr4NnTELY TO AN
:V_VrJpL 50FT.-_3S
CF TCROUE
uouwr on wa: so
ARROW ON SADOIE
POINf$ IN pRERqN
OF WATERFLOW
ROLL PADDCE IN
OPPOyTE OiRECnOK
OF wAT[pFl,pW
~AP-RC%. RETMC $Eir:NGS (:N SECS.) .
A 120 e 0 E ~
~ p j+0-ri-.01 ~SJPEWSEO LOOP (SEE HOTE)
OPEN ON CLOSE ON .0 ADD'l
i'ROM
IEMCES
CONTRpL u~N A~~ O
R RE'URY
PAI:Fi TO pNiq0.
MOTE; 'OR SUP°_RNSE7 CRCf:i15
SE: SniCH 'ERYIwLL CAw+ECMqnS'
owAwnc .wo [wr.cn NorE (FlC. i).
OwG. /761-IS
NOTES:
t. The Model VSR-F has two switches, ona can be used to operate a central staticn, proprietary or remote signaling unit, while the
other contact is used to operate a local audible or visuai annunciator.
2. A condition of LPC Approval ot this product is that the electrical entry must be >ealed to ezclude moisture.
TESTING
The frequency of inspection and testing for the model VSR-F and Rs associated protective monitoriRg system should be in
accordance wRh applicable NFPA Codes and Standards and/or the authority having juriscriction (manufacturer recommends
quarterty or more frequeMly).
N provided, the inspactore test vaNe, that is usuairy Ixated at the end of the most remote branch Gne, should ahvays be used for
test purposes. If there are no provisions tor testing the operation of the flow detection device on Ne system, applicatiort of Ihe
~ VSR-F is not recommended or advisable.
, A minimum 0ow of 10 gpm is required to activate this device.
IMPORTqNT NOTiCE: Please advise the person respansible (or testing of the fire protectian system that this system must be
tested in accordanca with the testing instruaions.
,
14. PRINTED IH USA MI(L 19900001 • REV L PAOE 2 OF 4
~ MFCi. eSS00761 -11N5
e~
TYPICAL ELECTRICAL CONNECTIONS
oc .vcs L;nvC cor_3 0~: :Ca
E%TENpc7 PER1CD CF ➢ME
7E'lv7D Ai.JUS'ME`!T:
0 C'~AN -M~ TURN rY09 (ETH~4 DIR~C'ION)
'OR JES R' TWE CEUY USc TME M viM.,M
xNOLR' 0~ BFMJ NECESSARY i0 PREVEN'
=ALSE nLA745 A .3 S'cT'NC IS USGAL_r
ADEC,./• 4 7N15. =ACOR° :S >c 'O 3
O
TO INSTALL, DRILL A HOLE AS INOICATED:
PIPE SIZE
HOIE SQE
Y W 21R'
1 1N• N/!' •1l18•
(50mm ro 0.5mm)
(33mm i2mm)
3'toC
Yzf/8'
(BOmm ro 200mm)
(50171IT! 22mm)
DIRECTION OF
wn _arLcw I
DwC. /76t-}0
.S
7~
A
~i
~
~
a
i
VI. FIRE DEPARTMENT CONNECTION
.
M~yCM ~
S - . y ..".'tn 4
~
~
I
~
3s
~
~ ~ .
~
~
,y
~
n
::a
f
~
POTTER-ROEMER
A Divison of Smnn'nccsmes.'hc.
5710 TWO-WAY WITH SINGLE CLAPPER
rin..mr Pln
/ SwWel
amgue wmppm
fietket
~
~3 PY
r44P; ~
TWO-WAY WITH SINC'aLE CLAPPER
FUNCTION: Used as an auxiliary inlet connecction, providing 500 GPtvU1892 /pm minimum (Ref.
NFPA 14) to supplement the fire protedion water supply. Swing clapper provides unobstruded
waterway. Exposed design is an economiral method of satisiying fire dept inlet requirements.
REGULARLY FURNISHEG: Cast brass two-way inlet body, swing clapper and pin lug swivel.
Back or angle outlet as selected by model number. Lettering as selected. Size 4"l cm x 2%"x
2%"/6.4 cm x 6.4 Cm. '
OPTIONAL FINISHES:
-B Polished Brass
FUNCTION: Used as an auxiliary inlet connection, providing 500 GPtvUfssz ipm minimum (Ref.
NFPA 14) to suppiement the fire protection water supply. Drop clappers provide unobstructed
waterway. Exposed design is an economical method of satisfying fire dept inlet requirements.
REGULARLY FURNISHED: Cast brass two-way inlet body, drop clappers and pin lug swivels.
Size and outlet as selected by model number. Lettering as selected.
OPTIONAL FINISHES:
I-e ~
711.. -B Polished Brass
C 1B.<~ -C Rough Chrome Plated
=~A I
-D Polished Chrome Plated
Model 5720 Series
Back Outlet
il_~ D -I
Model 5730 Series
900 Angle Outlet
LETTERING AVAILABLE:
AUTO SPKR
STANDPIPE
SPECIFY: Thread and lettering
Outlet
_
.
- .
OWiet
Localians
t
B
413
~
p
B
C
0
oatlons
MO1e
'
f a
A
B.
C
U.:
ac
-
Ia
In
In
in
M
d
l
°
la
In
in
N'-'
Motlel
Size
a
.
.
.
o
e
She
-
. c
:
.
~
No.
w
an
w
m
M0.
ce
rm
m
- u
5721
d x 2'/: x 2'h
YES
YES
7Y:
11'h
8'h
1 P!1
y~1
4 x 2'/: x 2'h
YES
YES
7'/:
179:
8'/:
11'/.
]O.Tx6.4xb.d
19
292
21.5
28.5
10.2x6<+6.4
19
292
21.5
28.5
5722
52xb.a e~i
NO
NO
9'h
10'h
9
10'/.
5732
6x2'/:x2'G
NO
NO
911 /
1
1
t
&.1
266
72.9
273
152s6.4x61
i
2a
26
6
22.9
fi3
5723
NO
YE$
l
/
NO
YE$
/
IOIx7.6+7.6
f
2(
29.1
7
1
179
101x7.6i7.6
10
1
1912
ZI/1
Z79
5724
6x3x3
YES
NO
10
it
10'/.
11
6x3x3
NO
NO
10
11
107x
11
15.1z].6+Z6
Y5.4
279
ffi.6
2L9
IS~x7.6xL6
25.4
27,9
266
9.9
Page 5-9
VII. MISCELLANEOUS ITEMS
~
~
:
OR
V
re
- - =
, - . , . _ _ .
~ F~ ~ . . . . . . .
_ ~ ~ gyy
~ .
19,i[~'t : i..a i.!'ta Ui
.
w ,
~
~
. . . ; ~ .
f
+
.
R
. ' ' r ~ _ . 1~~ . ' • k'_ ~ .
~ " ~ F • .
~
~ "
n
MODEL 1011
MODEL 101 1 T
a
From February 6, 1989 ECi6on of NFPA 13 and wbsequent editlons
Paragraph 3-4. 1.1 states: /1 minimum size of t' suppiy Ifpr the test connectlon
Orain connections for systemt svpply risers and mains shap be sfzed as shown in Table 3-6.2.2
RISER OR MAJN SIZE 5lZE Of pRNN CONNECTION
Up to 2' 3/: or IargG
21/: : 3'. 31/i I1/; or larger :
4' and larger Y only
Paragraph 3-9.33 states: A'/i rel7ef valve sec at 175 PSI shail be installed dowrutream of P.R.V. valve
Parag2ph 5-13 siates: A relief vahre shall be provided set to operate at 175 P51
ORIFICE SI2E
PROVIDED- 2b -?/u -'fi -"hs- s/s. s_ a/4. s
DIMENSIONS-INCHES
IOI1ANDf0ftT
t0i1
tOIiT
SIZE
A
A
E
F
G
H
'h
9'A.
I1'/~.
3114
N/.
4'/6
65%4
1
93/16
II•/u
31/a
N/.
4A4
65/4
1'/.
9'/:
12
3'AG
I"/u
51h
77A6
11h
10'5/u
14'/u
3'h
21A
8'A6
IO'A.
2
1015/14
14'A6
3'h
1'/~
8'/u
IO'/u
nvaluWe on e'/: m r slxe units only.
~
AGF MFG. CO.
! :ox 4437, 150 Mt. Bethel Rd.
, Warren, N.J.
07059-0437 ,,,,a.,uU
Telephone (908) 6046471
' Fax (908) 6046501
i
MATERIAL UST
STEM
B/LLL
BODY
VALVESEAT
INDIG470R PIATE
FUWDLE LOCK
SIGHT GtRSS (2)
RELIEF VALVE
BYPATS FfTT1NGS
BYP/'SS TUBING
JOB NAME:
MCHITECT:
ENGINEER:
CONTRACTOR:
0
~i
ROD 9R/1SS
CP.BRONQE
BRONZE
Gl1SS INPREGNATED TEFLON
STEEL
SPRING STEEL
FUSED TEMPERED GLASS
BRONZE
BRASS '
NYLOBRND
wnnetir aroo
FRONT V1EW-MODEL 1011
MODEL 101 I WRH RELIEF VALVE AND BYPASS PIPING
MODEL 101 1 T WITH RELIEF VALVE, BYPASS PIPING, AND PRESSURE GAUGE TAPPING
7E5T ORIFICES AVAl1ABLE-'/a" - '/i- "hi
7 75 P51 RELIEF VALVE NORMALLY PROVIDED
FRANT VIFW.MAI'fFl 1A17T
~
.j
WHEELOCK
' (0)Poum SERIES MT AND MT STROBE
,
MULTITONE ELECTRONIC SIGNALS
Potter Electric Signal Company Potter Electric Signal & Mfg., LTD.
2081 Craig Road • P.O. Box 28480 55 Glen Cameron Road
St. Louis, MO 63146-4161 Thornhill, Ontario, Canada L3T 1p2
(314) 878-4321 •(800)325-3936 (905) 882-1833
Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a cnoice of eight (8) nationally and
internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code-3 Tone, Code-3 Horn, Siow
Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are er.gineered to comply with
NFPA/ANSI Temporal Pattem specifications without requiring additional coding means. With MT and MT
Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe
Signals are UL Listed, FM, CSFM and NYMEA Approved.
~I
Features
• One alarm appliance with (8) eight selective
signals to provide superior sound penetration for
various ambient and wall conditions with rivo field
selectable sound output leveis.
• Code-3 Horn and Tone meet NFPA/ANSI/ISO
temporal pattern for standard emergency evacu-
ation signaling.
• Audibie and strobe can operate from a single
signaling arcuit
• Designed to meet or exceed NFPA/ANSI Standards
and ADA Accessibility Guidelines.
• Low current draw with bw temperature compensa-
tion to reduce power consumption and wiring costs.
• Low cost installation via standard electrical boxes.
Attractive fiush orsurface mourrting options availabie.
dBA and Current Ratings
Model
MT
12/24
=
MT-24-LSM
(Hom)
(Strobe/Horn)
Stock No.1610914
Stock No.
1610915
Tone
Amps
Typical
Amps
Typical
at 24VDC
dBA at 10'
at 24VDC
dBA at 10'
HI
STD
HI
STD
HI
STD
HI
STD
Horn
0.040
0.023
99
93
0.405
'0.388
99
93
Bell
0.014
0.012
92
87
0.379
0.377
92
87
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0.023
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0.388
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93
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0.040
0.023
99
93
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0 388
99
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0.028
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95
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P.02.'02
~ P(/B(/C SERY/CE
~ COMPANT' OP COLORADO'
.Nrw~~w.une~n~.esmr•wr. North Me1r9 0.egien
. . 5460 w. 601h Avenue
' Arvadn, Colorodo 80003•5709
Febzuary ib, 2000
Dan Mues
1CA ConcrruM:OII
851 Howay 224 #A6
Deaver, CO 80229
Dear Dan Mues, '
Gas aad Eleccric are available on sire for your pmject az 44'° Industrial Park in Wheac Ridge. The eleccric
u asailable ia ckree phaze wich eicher 120/208 wlt or 277/480 wlc.
Please conwcc me ac 303 4253955 if yoa have quescions.
Sincerely,
Mike Easler
w* TOTqL PRGE.02 m*
JEFFERSON COUNTY CERTIFICATE OF WATER AND SEWER SERVICE AVAILABILITY
Note To Appticant. A building permit will not be issued without this Cerlificate signed by the District or
Agency supPlying services. F.apires one year fmm date of approvd by authormag agmt
13-x va 1,.) • q3'~~ ~r- a
oA ess ate
k-o t
yHt" I 1,<
~C✓~ ~nrisf-rkc+)on~Inc
Ow+ner " Address/Ciiy/Zip~env2~ Telephone
See reverse side for facilities requiring Health Department Review
SEVVER
NORTH TABLE MOUNPAIN WATER AND SANITATION DISTRICP
Name of Sanitation District or Ageney
Sewer Service Available Sewer Service NOT AvaOable
Individual Septic Permit No.
Comments or Conditions:
I hereby certify that av ilability ofservice is as indicated above.
..e~` _ l' 2 ~ 7-0V
Sigoature of uthorized Agent Date
7efferson County Health
or Zoning Dtpartment
- Sigoature Date
WATER
N e of Sanitarion District or Agen.y
}Watet Service Available
Comments or Conditions:
( ) Water Service NOT Avaiiable
Colorado Well PermitNo.
I hereby certify that avarlability of service is as indicated above.
2/70o
Signature
Jefferson County Health
or Zoning Department
ASent
Sigoature
Date
Date
Preliminary Drainage Report
for
Lot 11 & Lot 12 of 44th Industrial Park
Prepazed For:
ICA CONSTRUCTION, INC.
851 Highway 224
Denver, Colorado 80229
Prepared By: op REG/~+ ~
BCA GROUP ~Q~;~pSQN qq°•.'
11445 West I-70 Frontage Roa
Wheat Ridge, Colorado 80 P'0
_•2.'...••:at
January, 2000
INDEX
ITEM
SCOPE AND PURPOSE OF REPORT
GENERAL SITE LOCATION
PROPERTY DESCRIPTION
PROPOSED SITE IMPROVEMENTS
RELEVANT STUDIES
HISTORIC DRAINAGE SYSTEM
DEVELOPED DRAINAGE SYSTEM
DEVELOPED DETENTION VOLUMES
STREET FLOWS
CHANNEL FLOWS
CONCLUSIONS
APPENDIX
STORM DRAINAGE CALCULATIONS
WEIGATED «C" FACTORS
STORM STORAGE CALCULATIONS
SWALE DESIGN CALCULATIONS (WEST SWALE)....
SWALE DESIGN CALCULATIONS (SOUTH SWALE)..
PAGE
...................................1
...................................1
...................................1
...................................1
...................................1
...................................2
...................................2
...................................2
..................................3
..................................3
...................................3
.....1
.....1 a
.....2
.
....3
.
......4
Lots 11 & 12 of 44tb Industrial Park
City of Wheat Ridge
Preliminary Drainage Report
1. SCOPE AND PURPOSE OF REPORT
The purpose ofthis report is to insure thatthe proposed development complies with the Final
Drainage Report completed for the 44' Industrial Park in the City of Wheat Ridge. Drainage
calculations for the 5-yeaz and 100-year storm frequency show the runoff volume that will
be conveyed to the Industrial Park's detention azea from the proposed development.
2. GENERAL SITE LOCATION
a) The subject property is located in the County of Jefferson in the Town of Wheat Ridge on
the south side of West 43rd Avenue of 44' Industrial Park.
b) The properties adjacent are similar undeveloped light commerciaUindustrial lots.
3. PROPERTY DESCRIPTION
a) The subject property contains no trees, shrubs or grass. The subgrade was recently graded
and siopes southward with about 3.2%, with about 10 feet of elevation change between the
high and low points. A drainage swale at the south end ofthe property is designed to convey
runoff west to east into the Industrial Park's detention area.
b) The storxnwater detention azea is located in the neighboring lots to the east and is
approximately 210' by 60' in size. There aze no know major drainageways or irrigaion
ditches near the subject property. The subject property is not located in a floodplain or flood
hazard zone.
4. PROPOSED SITE IMPROVEMENTS
a) The property owner proposes to place a 14040 sf warehouse on his west lot (Lot 12) and a
13860 sf warehouse on his east lot (Lot 11). The warehouse buiidings will comply with the
Industrial Park's building regulations. The two lots will be combined to forxn a single lot
with a common access entrance constructed according to Wheat Ridge Road Construction
Standards. The drive and parking areas will be covered with asphalt. The center of the
parking area will contain a raised concrete median with landscaped areas at the north and
south ends and luminaires down the center. Each warehouse will contain 7 units. Each unit
will be about 1900 sf and contain a front and rear entrance as well as a large gazage-door type
opening.
5. RELEVANT STUDIES
a) There are no relevant flood hazard studies available for this site. The proposed development
complies withthe July 1998 Final Drainage Report prepared by ADGENGINEERING, INC.
-1-
6. HISTORICAL DRAINAGE SYSTEM
a) The major drainage channel for the basin is Clear Creek. It is located about 1000 feet south
of the subj ect property. Clear Creek runs mostly west to east. Eventually all runoff from the
site which does not evaporate or infiltrate into the subsurface flows to Cleaz Creek.
b) The 44' Industrial Park was designed in such a manner that very little runofFfrom adjacent
properties cross lot lines. Therefore, offsite runoffwill not adversely unpact the drainage of
the proposed development. Most ofthe runoffacross the property originates on the proper[y.
c) The existing drainage pattern consists of overland flow across the site from north/northwest
to south/southeast. The voluxne of historic runoff for this azea was calculated to be 0.96 cfs
for the 5-year storm and 6.15 cfs for the 100-year storm.
d) There is no negative effect of historic runoff flows upon adjacent properties.
7. DEVELOPED DRAINAGE SYSTEM
a) The Rational Method was used to determine the 5-yeaz and 100-year storm runofFvolumes
for this site. This method is generally accepted for basins less than 90 acres in size.
b) Off=site runoff is very mnumal across the property due to the orientation of the lots and the
grades sloping from north to south. All lots in the business pazk take access at West 43`a
Avenue. West 43rd Avenue is a 34-foot wide asphalt road with curb and gutter on both sides
which prevents runoff from entering the site from the north.
c) All runoff from the proposed development will flow into the detention pond located at the
south ends of Lot 9 and Lot 10.
d) The developed runoff is mostly sheet flow through the parking area with some channelized
flow at the rear of the warehouses through grass-swales. All proposed runoff flows are to
the south before tuining east to the detention azea at a rate of 6.25 cfs far the 5-year storm
and 15.94 cfs for the 100-year storm.
e) The developed flows have no negative effects on adjacent properties.
8. DEVELOPED DETENTION VOLUMES
a) Detention was provided for this property and the adj acent lots when 44' Industrial Park was
first constructed. The detention required for the proposed development was calculated to
insure it is within the detention level expected for the subj ect properiy. For a 100-year storm
event, the proposed development will require about 6556 cf of the 100,733 cf of storage
provided for the Industrial Park,
b) The release rate of the developed flow is 9.79 cfs higher than the historic flow rate for the
100-yeaz storxn. This quantity is less than the assumed developed quantity given in the 44'
Industrial Pazk Final Drainage Report. Therefore, the proposed development will not
negatively affect the Industrial Park's detention pond.
c) Offsite storxnwater will continue to flow onto the property in the same manner as before the
property was developed. Offsite runofffrom the property to the west (Lot13), is channelized
through a grass-swale at the rear of the west warehouse. The additional runoff will not affect
the proposed development and may be eliminated with the development of Lot 13.
-2-
9. STREET FLOWS
a) The access street (43rd Avenue) to the north of the subject property carries runoff from the
north lots to the detention azea. The velocity of runoff through the street is less than 6.8 cfs.
Runoff in 43rd Avenue will not impact the proposed development.
10. CHANNEL FLOWS
a) The grass-swales proposed at the rear of the warehouses carry runoff to the south drainage
swale and prevent developed nuioff flows from impacting adjacent lots. Flow calculations
are given in the appendix section of this report.
b) No culverts currently exist on the property and none are proposed.
11. CONCLUSIONS
a) There have been no drainage improvements proposed for this project. Developed site
conditions comply with the level of expected development as given in the 44' Industrial Park
Final Drainage Report.
b) The proposed drainage does not impact adjacent properties.
c) No detention pond is proposed for this development. Detention was provided for all
developed lots when the Industrial Park was constructed. The detention pond is within the
drainage easement located on Lot 9 and Lot 10.
d) Runoff velocities and depths for the grass-swales were designed to prevent erosion and
promote better stormwater quality from the developed properry. Stormwater runoff from the
proposed development is in the same direction and at a slower velocity than what was
assumed in the 44' Industrial Park Final Drainage Report.
-3-
APPSNDIX
BASELINE ENGINEEft1NG CORP.
sneerxo. i ov a
L.ms u:. viwwt.q. c~aoe+4w. cww.M.
JOBNO. C0253Sf0]
STORM DRAI
NAGE CALCULATIONS
LOT 11 & LOT 12 OF 44TH INDUSTRIAL PARK
OESIGNEpBY: DRBWa.
FILE 5~ CPLCS.WB3
CHECNEOBY: JMCIaN
DFTE: JPNVMYB,3WJ
cin Joe No.
SUB-BASIN DRAINAGE AREA
DESIGN POINT 1
HISTORIC RUNOFF
~
-;RWUANTJF;,RqNO.
- -
ASSUMPTIONS
CIN OF WHEAT RIDGE RAINFALL 20NE
CONTRIBUTING DRAINAGE AREA, A= 2.46
acres
5-YR RUNOFF COEFFICIENT, C5= 0.15
10-YR RUNOFF COEFFICIENT, Go= 0,25
100-YR RUNOFF COEFFICIENT, Cloo= 0.50
(OVERLAND FLOW) INITIAL PATH, Li= 380
feet
(SHEET FLOW) SECONDARY PATH, Lz= 0
feet
INITIAL SLOPE, Si= 3.16
%
SECONDARY SLOPE, Sz= 0.00
%
OVERLAND FLOW CONCENTR4TION, 4= 22.72
min
VELQCiIN, V= 1.20
fUsec
(FromFlpme}IEStlmaleolRVerapeFlaxVAWrylwVSewIPNeRationalFwmWaJ
SHEET FLOW CONCENTRATION, tt= 0.00
min
CALCULATED
TIMEOFCONCENTR4TION,k=22]
min =p+A
(Eqvatlon13) ufero„m.,.~arlss~cmwm,n<t
5-YRSTORMINTENSIN,15=2.60
10/hf
(FramFIpWRTmHnbnalyFrtywnryCUrvn,JeXCO5006TCMVnuY)
10-YR STORM INTENSIIY, iio= 3.10
in/hr
100-YR STORM INTENSIN, iioo= 5.00
in/hr
5-YR STORM RUNOFF, Q5= 0.96
cfs = c i A
(Equatlon}l) wnawramm.
10-YR STORM RUNOFF, Qio= 1.91
ds
100-YR STORM RUNOFF, Qioo= 6.15
cfs
SUB-BASIN DRAINAGE AREA
DESIGN POINT I
PROPOSED RUNOFF
-•n
a.
.
_
ASSUMPTIONS
CITY OF WHEAT RIDGE R4INFALL ZONE
CONTRIBUTING DR4INAGE AREA, A= 2.46
acres COEFFICIENTS ASSUMED IN INDUSTRIAL PARK REPORT
5-YR RUNOFF COEFFICIENT, Cs= 0.62
0.72
70.YR RUNOFF COEFFICIENT, Go= 072
N/A
100-YR RUNOFF COEFFICIENT, Cioo= 0.81
0.82
(OVERLAND FLOW) INITIAL PATH, Lr 0
feet
CHANNEL FLOW) SECONDARY PATH, Lz= 575
feet
INITIAL SLOPE, Si= 1.00
°/a
SECONDARY SLOPE, Sz= 2.09
%
OVERLAND FLOW CONCENTRATION, ti= 0.00
min
VELOCiIN, V= 1.20
fVsee
(FmmFlBwa3¢@timaleofAVeapeFbwVeled[ylorllsevnNNeflatimalFamWa)
SHEET FLOW CONCEN7R4TION, A= 7.99
min
CALCULATED
TIMEOFCONCENTR4TION,tc=8.0
mIn =li+tt
(cau.amaa) ..oa..o.aaviwacwmioi:mn
5-YRSTORMINTENSIT`(,is=4.10
in/hr
(FmmFlp`A2Tma~n~msRy-FrtquercyLUrves,JettCO900dTCManuaq
10-YR STORM INTENSIiY, iio= 4.90
in/hr
100-YR STORM INTENSITY, iioo= 8.00
in/hr
5-YR STORM RUNOFF, Qs= 625
ds = c i A
R.m..iFwmm.
10-YR STORM RUNOFF, Qio= 8.68
ds
100-YR STORM RUNOFF, Qioo= 15.94
c(s
BqSELINE ENGINEEPIN6 CORP.
bN U. %vn'. GW OeLpn. CavJbnLL
SHEETNO. taoF 1
JOBNO. C0253S100
WEGHTED "C" FACTORS
LOT 11 & LOT 12 OF 44TH INDUSRTIAL PARK
oeacneoer: oaeae. PROPOSEDRUNOFF riLE: cr.cWz.wea
CIIECKEDBT: JMclan DFTE: JPNIMRY8,2W]
cirv Jos No.
CITY OF WHEAT RIDGE RAINFALL ZONE DESIGN DRAINAGE AREA total = 2.07 ACRES
SU8-BASIN AREA (includes off-site runoff area) 2.46 ACRES -
ANALYZE PARCEL COMPOSITION ONLY
(EQUATION 1404) DRAINAGE AREAS <90 ACRES
RUNNOFFCOEFFICIENTS
AREA/ x
QUANTITYl
OVER4LLAREA
ACRES
WIDTH x
LENGTH(ft)
ROOF AREA 0.90
WAREHOUSE.(west) _
14040 sf
1
14040 SF =
0.32
WAREHOUSE (east) =
13860 sf
1
13860 SF =
0.32
TOTAL
0.64
PAVED AREA 0.93
ASPHALT DRIVE AND PARKING AREA =
34526 sf
1
34526 SF =
0.79
DUMPSTER CONCRETE PADS =
100.5 sf
2
201 SF =
0.00
FRONT AND REAR CONCRETE PADS =
30 sf
28
840 SF =
0.02
TOTAL
0.82
GRAVELAREA 0.60
RAISED MEDIAN IN PARKING AREA =
2310 sf
1
2310 SF =
0.05
TOTAL
0.05
GRASS AREA 0.50
ON-SITE LANDSCAPED AREAS =
26702 sf
1
26702 SF =
0.61
UNDEVELOPED/OFFSITE SUB-BASIN AREA =
17022 sf
1
17022 SF =
0.39
TOTAL
1.00
CALCULATED "C" FACTORS =
5-YRFACTOR,C5 =
0.62
RIINOFFCOEFfICIENTSFROMTNBLE}1
10-YRFACTOR,Go=
0.72
uoFCOOnww.cecwrewnmauuw. .
100-YR FACTOR, Cioo =
0.81
BASELINE ENGINEERING CORP.
LenEUSaPlanning.CrvYDav'gn.COnsW(enh
DE3IGNEOBY: DRBOIes
CMECKEOBY: JMcLeln
STORM STOR.4GE CALCULATIONS
LOT 11 & LOT 12 OF 44TH INDUSTRIAL PARK
sHeErrva. z oF a
JOBNO. W253S100
FILE: STORAGE.W133
DATE: JANUARY8,2U00
CITY JOB NO.
CITY OF ARVADA RAINFALL INTENSITIES WERE USED
DESIGN DRAINAGE AREA
I
3.5-YR STORM CALC
ULATIONS
Qaxist= 0.96
cfs
Cs= 0.62
AREA= 2.07
Acres
tc= 8
minutes
CBYPASS= 0.00
AREA9YPA55= 0.00
ACfBS
E
T'F'iLQlN Y~ ~w TQ
ua.~~~~.~
~~iJh~
10
3.84
4.93
0.00
4.93
2956.95
2661.26
295.70
20
2.61
3.35
0.00
3.35
4019.61
2813.73
1205.88
30
2.04
2.62
0.00
2.62
4712.64
2984.68
1727.97
40
1.67
2.14
0.00
2.14
5143.87
3086.32
2057.55
50
1.43
1.84
0.00
1.84
5505.79
3193.36
2312.43
60
1.26
1.62
0.00
1.62
5821.50
3298.65
2522.65
70
1.12
1.44
0.00
1.44
6037.11
3363.53
2673.58
80
1.02
1.31
0.00
1.31
6283.53
3455.94
2827.59
90
0.93
1.19
0.00
1.19
6445.23
3509.07
2936.16
100
0.86
1.10
0.00
1.10
6622.34
3576.07
3046.28
110
0.80
1.03
0.00
1.03
6776.35
3634.59
3141.76
120
0.75
0.96
0.00
0.96
6930.36
3696.19
3234.17
150
0.63
0.81
0.00
0.81
7276.88
3832.49
3444.39
180
0.55
0.71
0.00
0.71
7623.40
3981.11
3642.29
3.5-YR STORAGE REQUIRED= 3642
CF
700-YR
STORM CALCULATIONS
Qaxi,i= 6.1
5
cfs
Cs= 0.62
AREA= 2.07
Acres
t,_ $
minutes
CBYPASS- 0.00
AREABYPASS- 0.00
AQBS
s
~
~
: L44s W RN'T Fi~:
N~~ r
Mv~ ~
;
_ .
w
c
fa
ctx~
~
_~f~,
~
10
6.84
8.78
0.00
8.78
5267.07
4740.37
526.71
20
4.53
5.81
0.00
5.81
6976.56
4883.59
2092.97
30
3.64
4.67
0.00
4.67
8408.84
5325.60
3083.24
40
3.00
3.85
0.00
3.85
9240.48
5544.29
3696.19
50
2.56
3.29
0.00
3.29
9856.51
5716.78
4139.74
60
2.25
2.89
0.00
2.89
10395.54
5890.81
4504.73
70
2.01
2.58
0.00
2.58
10834.46
6036.34
4798.12
80
1.82
2.34
0.00
2.34
11211.78
6166.48
5045.30
90
1.67
2.14
0.00
2.14
11573.70
6301.24
5272.46
100
1.54
1.98
0.00
1.98
11858.62
6403.65
5454.96
110
1.43
1.84
0.00
1.84
12112.73
6496.83
5615.90
120
1.35
1.73
0.00
1.73
12474.65
6653.15
5821.50
150
1.14
1.46
0.00
1.46
13167.68
6934.98
6232.70
180
0.99
1.27
0.00
1.27
13722.11
7165.99
6556.12
100-YR STORAGE REQUIRED= 6556
CF
BASELINE ENGINEERING CORP. sHeerrvo. s or e
LvdW~Plwvq.GLYOxqn.Cw. .qBNO. COR9SIW
SWALE DESIGN CALCULATIONS
LOT 17 8 LOT 12 OF 44TH INDUTRIAL PARK
OE516NFDBY: OBBOW KE: ORCX.WB]
CMECXEOBY: JM1kl~n pqTE: .LWlW1YB.PpOO
cin aos No.
DESIGN POINT 2
GRASSSWALE ON WEST SIDE OF PROPERTY
sy;.... 4'm
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.
.
vK^ .-.~Yan ..e..~.
ASSUMPTIONS
ITY OF WHEAT RIDGE R4INFALL ZONE
CONTRIBUTING ORAINAGE AREA, A= 0.77 acres WEST SIDE OF SITE AND PART OF LOT 13
RUNOFF COEFFICIENT, Cs= 0.82
OVERLAND FLOW PATH, L= 700 feet
GUTTER FLOW, L= 225 feet
OVERLAND SLOPE, S= 3.00 %
GUTTER SLOPE, S= 2.70 %
OVERLANOVELOqTY,V= 1.2(t/see (FmmFlpueAR6WneleallwenpeFbwVebnlyloeVeav.iNNeW4wLFaFmub)
GUTTERVELOCIN, V= 72 ft/sec am.o,m.o..avwoacommiom.
OVERLAND CONCENTRATION TIME, Q= 5.99 min (r,amew.>a.awom
CALCULATEO
GUTTER CONCENTRATION TIME, tP 3.13 min
TIME OF CONCENTRATION, k= 9.12 min total (rrmmewaz,~om
CALCULP.TED
INTENSIN, imo= 7.50 iNhr irmmFrosoz,~m..mi.w~rv.w•Krcw,..,,.recasoon,cM.w~p
RUNOFFQ=cia= 3.30 cfs tFr=mEau.~+,mm=m
uo.o.h.e..a vwoa cwnm owmn
ASSUMPTIONS
TYPE OF CHANNEL GRASS-LINED
CHANNEL BOTTOM SLOPE, So= 0.027 fl/ft
Qiao= 3.30 cfs
DITCH BOTTOM WIDTH, b= 0.5 feet
ROUGHNES COEFFICIENT, n= 0.035
TAILWATER DEPTH, yt= 0.5 feet
GRADE%OF SIDESLOPES, z= 3 /1
CALCULATED
SIDESLOPE HORIZONTAL WIDTH, W= 1.5 feet .
CROSS-SECTIONAL AREA, A= 1.00 sf
WETTED PERIMETER, P= 1.50 (eet
WATER SURFACE WIDTH, T= 0.50 feet
HYDRAULIC R/1DIUS, R= FVP tFomeu.z-tmqorom.a=J
0.67 Feet
ALLOWABLE FLOW AT So SLOPE, Qo= 4.77 cfs Must be > Qioo Qo=1.49/n (A) (R)~ (So)s
VELOCIN, V= Q/A
= 3.30 ft/sec Design for 7fps max
TYPE OF FLOW, FROUDE No., F= V/M~!n
411 Desi
n for 0
80 max
L 0
g
.
.
Steo i: De[ermine Rock Size NO RIP-RAP REQUIRED FOR THIS SWALE
dso= 0.08 feet (FromEpuG~PpliapEOYOnPmbvtionlo~Cpvne6)
d50= 9.0 IfICh2S LYhu~oN2eentlFboECOmnIUh4t1
USE NPE L RIP RAP
Steo 2: Determine th~
RIP-R4P THICKNESS = 1.5d5o= 7.73 (eet
IRST 3' FROM CULVERTS +50% 7.69 fee[
BASELINE ENGINEERING CORP. sxEerHO. a ov a
t:mu..rx~wa.r'ao.w~.cww.n: Ioexo. cozsvsiw
SWALEDESIGN CALCULATIONS
LOT 11 & LOT 12 OF 44TH INDUTRIAL PARK
DESIGNEO BY: OR9de[ FlLE: O?CH.WB3
WTE' JPNUPRY8.3[Po
CXECKED BY: JMSlaan
aTV Joe No.
DESIGN POINT 3
GR4SSSWALE ON SOUTH SIDE OF PROPERTY
ra:.,;°'`- ,
~„~"'~=~,~W„ ` : `~4,.4''v~'~,4t1ANT1EY:.~D12`91Nf3G..._:...,._.
ASSUMPTIONS
ITY OF WHEAT RIDGE RAINFALL ZONE
CONTRIBUTING DRAINAGE AREA, A= 2.14 acres CARRIES THE DRAINAGE FOR MOST OF THE SITE
RUNOFF COEFFICIENT, Cs= 0.62
OVERLAND FLOW PATH, L= 40 feet
GUTTER FLOW, L= 430 feet
OVERLAND SLOPE, 5= 1.00 %
GUTTER SLOPE, S= 1.16 %
OVERLAND VELOCITY, V= 12ft/sec (FOmFlpme}pEtlmNeWAVenpeFlvxVNxiylorUZevAG.NeRaOwWFxmWa)
GUTTERVELOCITY, V= 2 fVSeC wmn oyMc.mariwaca.wioi.mn
OVERLANDCONCENTR4TIONTIME,p= 5.46 min cF- E,..,a-m
CALCULATED
GUTTER CONCENTRATION TIME, tc= 3.58 min
TIME OF CONCENTR4TION, fB= 9.05 min total tFpm Ecu..E, a-m
CALCULATED
INTENSIN, iioo= 7.50 In/hf ffmmFie02 nm.im.nripe.w.nq cuN..,Jerccosooamrn.m,.n
RUNOFF4=cia= 9.95ds (FromEqu.3l.RUnalp
urmn oryNee Na riooa cwioi oi:mn
.+~4~.. x^
,
ASSUMPTIONS
TYPE OF CHANNEL GR4SS-LINED
CHANNEL BOTTOM SLOPE, So= 0.017 fUft
Qioo= 9.95 cfs
DITCH BOTTOM WIDTH, b= 1 feet
ROUGHNES COEFFICIENT, n= 0.035
TAILWATER DEPTH, yi= 0.5 feet
GRADE% OF SIDESLOPES, z= 411
CALCULATED
SIDESLOPE HORIZONTAL WIDTH, W= 2 feet
CROSS-SECTIONAL AREA, A= 1.50 sf .
WETTED PERIMETER, P= 5.12 feet
WATER SURFACE WIDTH, T= 5.00 feet
HYDRAULIC RADIUS, R= A/P (FmmEqu.3-1,MWwOral,upe)
0.29 feet
ALLOWABLE FLOW AT So SLOPE, Qo= 3.67 cfs Must be > Qioo Qa=1.49/n (A) (R)*fie (So)5
VELOCIN, V= Q/A
= 6.63 ft/sec Design for 7fps max
TVPE OF FLOW, FROUDE No., F= V1(9FVT)~n
80 max
1 J Design for 0
= 2
.
.
Steo 1' Determine Rock Size
dso= 0.32 feet liromEeu s+wpwvEro.i-
d5o= 9.0 inches umano.an.e..M ri-ecomaoi:nin
USE NPE L RIP RAP
Steo 2' Determine [he RloRao Deoth
RIP-RAP THICKNESS = 1.5dso= 1.13 feet
ST 3' FROM CULVERTS +50% 1.69 feet
➢RAINAGE CRlTERiA MANUAL
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FIGURE 5-1 EXAMPLE 5.2
TIME - INTENSITY - FREC]C1Et`►CY CuEiVES
T. 3 S. , R.66 W.
$-1-84
URBAH CAXtNAGE 6 FLOQD CONiROL 01°TFfCT
0 10 20 q3 30 40 'v
8 TfME IN NIINUTE5
p-.
J. Major channels shall be designed to safely pass the 100-year
- storm. Design and improvements shall be made in accor3ance with
the recommendations of the Drainage Criteria Manual.
K. VeLocitiea in any conduit or channel shall be controlled so eha[
the conduit or channel Wi11 not be damaged by flowe from the 100
year flood, unless otherwise instrucced 6y the City Engineer.
L. Suggested vaLues of Manning's "n" appear in Table 105-I below.
TABL6 105-I
&oughness Ca-Efficient
Chaxacter o£ Section Mapnings 'n'
Polyvinyl Chloride Pipe ...........................0.011
Concrete Pipe ................................0<013
Corrugated Metal: 2 2/3" x 1/2" Corrigaeion....... 0.024
3" x 1" Corrugations............ 0.Q27
Structursl Plate: 6" x 2" Corrugations............ 0.033
Open Channels: Ondisturbedo....................0.035
Earth Reahapad.......a.....:....0.020
Graesed and Shaped ..............0.030
Concrete Lines ..................0.013
Rip Rap Lined ...................0.035
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TABLE 105-II
Rainfall Intensities
100 - YBAH
3.5-Y
HAS
Re8rranged
liazimum
Heazranged
y8simm
Incremental
Average
Precipitation
PrecipitaCioa
Average
Time
Precipitatioa
Preeipitatioo
InCeneity
Depth
Depth
Inteasity
14
1.14
0.04
6.84
4.64
0.02
3.84
20
1.51
0.06
4.53
0.87
0.03
2.61
30
1.82
0.08
3.64
1.02
0.05
2.04
40
2.00
0.13
3.00
1.11
0.08
1.67
gA
2,13
0.37
2.56
1.19
0.15
1,43
60
2.25
1.14
2.25
1.26
0.64
1.26
70
2,34
0.31
2.01
1.31
0.23
1.12
80
2.42
4.18
1.82
1.36
0.09
1.02
40
2.50
0.12
1.67
1.40
0.07
0.93
100
2.57
0.09
1.54
1.43
0.05
0.86
110
2.63
0.08
1.43
1.46
0.04
0•80
120
2.69
0.07
1.35
1.44
0.03
0.75
130
2.74
0.06
1.26
1.52
0.03
0.70
140
2.79
0.05
1.20
1.55
0,03
0.66
150
2.84
0.05
1.14
1.58
0.03
0.53
160
2.89
0.05
1.08
1.61
0.03
0.60
170
2.93
0,05
1.03
1.63
0.03
0.58
4POIA 180
2.97
0.04
0.99
1.65
0.02
0.55
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Fairmount Fire Protection District
Protecting Lives And Property Since 1962
March 22, 2000
ICA Construction
851 Hwy 224 # A-6
Denver, CO 80229
RE: 13200 / 13240 West 43`d Drive
44`h Avenue Industrial Park
To Whom It May Concern,
I have reviewed the drawings submitted to my office for the construction of two buildings
in the 44`h Avenue Industrial Park lots 11 and 12. Following is a list of comments and
requirements that need to be completed prior to the issuance of all permits needed.
Fire Alarm drawings need to be submitted to my office for approval and
permit. The electrical plan that was submitted showed the proposed fire alarm
but did not show the wiring diagram or battery calculations or provide cut
sheets for the devices being used, it also showed the FACP on the exterior of
the building approx. center unit. I would like the FACP inside by the sprinkler
riser.
2. The sprinkler drawings submitted have been approved and a permit has been
issued to Western States Fire Protection.
3. Fire Hydrant(s) might need to be added to the north end of the lots to ensure
that both the Fire Department Connections are within 150 feet of a fire
hydrant. The existing hydrant on the north side of 43`d in front of lot 10 might
not meet the distance requirement.
4. Enclosed is an application for the Knox Company one box per building will
be needed to retain the necessary keys to gain access inside the units.
If you have any questions please contact my office 303-279-2928.
FAIRMOUNT FIRE PROTECTION DISTRICT
Tony ' rani, Fire Insp ctor
4755 Isabell Street . Golden, Colorado 80403
Phone (303) 279-2928 . Fax 13031 278-1252
MEMORANDUM
DATE: March 27, 2000
FROM: John M. McLain, P.E.
TO: File CO
Lot 11 & 12 Warehouse Plan Holders
Darren Morgan, CiTy of Wheat Ridge
Dan Mues, ICA Construction
RE: Addenda Number 1
A few items for code purposes and have been changed in the plan set.
Sheet Cl - Site Plan (See Attachment)
1. Handicapped parking aisle changed from 5' to 8' to accommodate the van accessible
requirement.
2. A concrete walk is shown connecting the 2 aisles.
3. The parking spaces to the south of these aisles were moved which affects the dimensions on
the curb and gutter.
General - (See Attachment)
1. Where there is an 18" step in Finished Floor between 2 of the units, we are providing an
option for the paving immediately outside the building to accommodate the grade change.
A concrete curb of maximum height 15" can be provided.
O ~fS;
Jo M. E. BCA Gro 32350 Z:a
~~`,•.°`S~lO~rat_
Prepared For:
ICA CONSTRUCTION
LOT 11 & 12 WAREHOUSE
44T" INDUSTRIAL PARK
CITY OF WHEAT RIDGE, COLORADO
ADDENDA NO. 1
March 27, 2000
N 541.1849
E 733.2998
.
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AP I INFII
S 87°15'49° W
DUMPSTER ENCLOSURE
SEE DETAIL THIS SHEET
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ItE. Lot 11 & 12 Warehouses, 44th Industr►al Park
Request for Administrative Variance
March 27, 2000
Mr. Alan White
Planning Director /~,(4yj ~
City of V✓heat Ridge ~ ~
7500 W. 29" Avenue
Wheat Ridge, CO 80215 6"
zc~
Dear Mr. White
It has been brought to my attention that our plans for the above referenced project show
an encroachment to the rear building setback line. The setback is 30 feet on the reaz lot
line which is also common with the State Highway 58 Right-of-Way. The structures
over this setback line aze 2 trash enclosures. They encroach 10 feet into the 30 foot
setback.
We aze requesting an administrative variance to allow these to structures to be gIaced
in the 30 foot reaz setback. We feel an administrative vaziance is appropriate duc to the
minor nature of the request. Due to the loading azeas and truck tuming radii, it would
be difficult to locate the trash enclosures inside the setback luse.
We are enclosing a reduced plan of the site. Please call me at 303-940-9966 if you have
any additional questions.
Yours Truly,
J24
. M°CLam,-rh
Director of Engineering
11445 West 1-70 Fron4age Road Nwth, Wheat Ridge, CA 80033
ph 303.403.4706 fx 303.403.0800 http:1/designengineer.com
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rfa ri-<utt i:lOUPER HfG i GOOLifJG 3Ft3 466 4326 P. 1
ICA Construction, lnc.
Attn: Dan
857 Highway 22411A6
Denver, CO 80229
Re:1320o West 43'" Avenue
13240 West 43f° Avenue
To Whom It May Concem:
In regartis W the heating and air wntlitioning at the addresses speafied aDOVe, Cooper Mealing &
Cooling. Inc. is insialling one 40' 100,000 BTtJ Ambi-Rad radiaM 4ube heater in each warehouse. In
the otitce space, we will be inslailing one Camer 58RAV50 horizorrtal, 50,000 B7U fumace with 1!4
ton Carcier afr oonditivner.
The duct sizes are as (ollows: 14X9-supply dud with two 19C12X8 supPlies and one 18X16 retum to
the office and oae 4XtOX6 supply to the bathraom. We witl aiso vent fumace with a 4" douWe wall &
verd For the fumace throtgh the roof and vent one 70-CFM bath fan thsough it+e roof
Sincerely,
Y"e-
Kevin PFeifer
Comerical Supenrisor
Your indoor oir-quality spedalist""
iel 303-4b'Y"
Marcfi 25, 2000
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ICA COMSTRUCTION INC.
851 Hwy 224 #A6
Denver. CO 80229
Phone 303-423-9164
Fax 303-067-3634
March 26, 2000
Darin Morgan
Codes Administrator
City of Wheat Ridge
Re: 13200 & 13240 W. 43rd Dr.
Two 7 Unit office condo warehouse buildings
Codes Analysis
Group F
Division 1 only
Plastic products- prefab countertop
Millwork (sash and door)
Woodworking, cabinet.
Group M
Sales rooms
Wholesale and retail stores
Group S
Division 1 and 2 only
Anticipated Uses
Small Contractors needing small office with inside storage:
Plumbing
Heating
Electrical
Landscape
Carpentry/ Cabinet
Gutter
Drywall
Mirrod Glass
Concrete/ Flatwork
Carpet cleaning
Countertop-prefab formica or granite
Retail/ Wholesale
Vending distributorxs
Limousine service
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CAR80LL PLUMBING & HEATING, INC.
PLUMBING & HOT WATER HEAT CONTRACTORS
3754 UNION COURT WHEAT RIDGE, COLORADO 80033
(303) 420-6784
Mazch 25, 2000
ICA Construction, Inc.
851 Hwy 224 Unit A-6
Denver, Co 80229
Re: 13200 W. 43'd Dr. - 7 unit bldg.
13240 W. 43rd Dr. --7 unit bldg.
To Whom It May Concem:
Building drain: 4" schedule 40 PVC from building sewer continuous to last unit. 3" branch to each
bathroom group in each unit
All below grade drain, waste and vent shall be 2" or larger as required by Uniform Building Code.
Each unit shall have a 2" vent through roof at bathroom goup as requ'ved by uniform building code.
Building cold water main shall be 1" type M copper from meter with'/<" branches to each unit with
isolation valves to each unit. No branches to fixtures smaller than %s"
Gas pipe shall be 1" iron pipe from meter location into each unit.
Each unit shail have a 6 gallon hot water heater.
Sincerely,
~E-~
Q~K7L &/c%Ld'LC.
John Carroll II
PresidenUOwner
NEW CONSTRUCTION • REMODEL • REPAIR
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Permit Number
Building Permit 18997 '
CITY OF WHEAT RIDGE
7500 West 29TH Avenne 7/19/2005
~.wheanidge, co 80033 Inspection Line
303-235-2855 '.Cyyc~FUM~+umdye. .
303-234-5933
Commercial Miscellaneous ~~~a
z
PROPERTY 13201 43YdDY ~Ulilt: `r
ow'!vER: 43rd Drive; LLC (310) 277-9127
Description
Nine awnings attached to building.
£
FEES
"Fees Due Paid -
;
Use Tax $144.00 $144.00
Permit Fee ` $199.30 ` $199:30'
Total Fees ` $343.30 $343:30
5
CONTRACTORS
Name License # < Phone '
AAA Si n Seivices 19466 000 279-5977 `
7-
Units: iOcwpancy:Wallr. Roof: Stories: Sq Feeth
IM1erebyeetlify eiesebackdis[ancespropwetlbycM1iepe tappL~a[onaea rnfe,anddo oNiolahapplica6leordmancu; lesorregulatio, ofeheCityof ~Wheet ILdge mvenant ~eese ts or;~tions of rccortl th c 0 sive mfs sbown atl allegnhoos made arc aacureh; Net 1 h ve read and agree to abide by allcondho printed'o~ htsa 'On,i(dtM1a[IavsumefWlrupansbiLryforcompllencewiththeWheatRitlgeHUiltlingCade(UHC.)andelloNerappLreble ..WFeatRi ~m ~ ^.fo rkun W e 'f!
(OWNE CONIRACTOR) SIGN. DATE
1 ~ TM1ts pervut was usued in accorJanre with the pra isions se[ fonh in yaw appLcation antl is subjecl to Ne laws of Ne Sh[c ofColorado vud to the Zonmg
- Regule8onsantlBuJdwgCodcofWhee[Rldge,ColoradaoranyofherappLcebleordina cesoftlrtGty.2 ~ TAispermifshaDexp4eK(A)NeworkmNOrizedisnat commeneMwrthiusixty (60)ddys6omissuedafeor(6)the6uilNngamhorizedissusPwdedor
abandonetl for:a periad of 120 days. ~
3 IftM1ispermite.iptrev,enewpermrtmay6eecqutredforafua(oncFalffheemowtnarmallyrequvetl, provitledvocM1angeshsvebeenorwi06emedeinNe
originalplansendspecificeyansandanysospmsion orabvntlomnenthasnoteKCeetlMOne(1)yesr.lfchanges matllortfsupensionorsbandonment
- exceeds4ne(1)yeer,fulifeusha116epaid6ranew~pervut.
4 . Howorkofavym rsha116edonethatwWvhangechenahra111ow fwarercausngadreinagepro6lem.
+
5' Contreclor stiall mtJy tM1e Building Li.vpecror twenty-(our (21) hours In tl ance (or all msP«tions evashe0 cerve wnnen approvel on inspecflan card before
~ proceedingwilhs cessrvephasesoflM1ejob. ~fi'. TLe rssuance ofa permit or the hpprwal of tlrewing,v eutl speufiaarions aM1all mt be cartsvued to be a permit 6r, nor an appmvel of, any noGtion of Ne
ro vumnsofeM1 d or Jina w,mleorre,Inhon.
Ch~efB ~ in~ SIGNEDDATE
Tuesday, Suly 19; 2005 Page 1 of 1'
B.l.Lildlllg 1 V11111L
~PermitN1077/
:
a .
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CTTY OF~VTfMAT~RIDGE
7/19/2005 ~
7500.West29TFI~Aveaue
Wheatridge, CO 80033
IIISp2Cfl0l1 L/l72 ~ ~ .
. . 303-235-2855
303-234-5933 ~
.
Commercial
Miscellane
ous
'
PROPERTY'13201 ~ 43Yd DY
~ Urilt: ~ -
owtvER: 43rd Drive, LLC
(310) 277-9127
~ ~Description
Nine awnings attached to buffdmg.
Authorized By guilding Approval
Zoning
Authorized On~~ . ' 7/18/2003 Approved By BM
OK Subject to field inspections. .
. ~ .
~ ~ . . ~
Authorized By. ~ Zoning Approval
Zoning PID
~ . ~
~Authorized On 7/18/2005 Approved By. ~ TC
.
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. . .
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Tuesday, July 19, 2005
Page t of 1-.:
.
. .
. . . . . .
COMMUNITY DEVELOPMENT DEPARTINENT 6uiWing F+ermk Number.
'q BUILDINOINSPECTIONLINE-9W-234~6833 Dete:
CITY OF WMEAT RIDOE
" 760D Y11EST 29TH AVENUE
VYHPAT RIDOE, CO 80053 - (309-236d866)
~ APrLreArroN
PropertyOwner: eo T)rtvc I.LG
Properiy Addross: 132.61 W. 43 c.a Drt.vc Phone: 303 -.70 7 -~'1 1 27
Contracior License No.: ~.q 46 6 .
Company: ~PtA S I (O A. S¢!' V ICe'S Phone: 3 0 3-,2-l -.S C! ~ 7
OWNFJi/CONiRAC70R 81tdNATURE pF UNGERBTAlICK76 AND AIiREFMENT
otlrer
DsBCllptlon: p ~N'tNC~$
~
sq. Pr. sanad N ,A
:OMMENT&: ~
APProval: ~
2oning:
Construction Value:$ 8)600
wes.MasormgwaNoraoFmecnyof ParmitFee:$
°f o1 1BG01"; "'8t d
Plan Reviaw Fee:$
i are aawam; that I hava read and
Ys apqicetlon antl tlret I assume fuR I ice Tax~P
sU.B.C) and e8
t
under TOtAI:$
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4{4Yk, t]Ar-baT,
RF4rfco5zi -b `316Je - ~.ec_ A-4+r~4...~1
Stu~c. 4-~c On rh.atifntfes.
i COMMENTS: S(J~J~G'r /~-I-
/WProval:
APProvel:
Eiachical License No:
Company:
Wells: Roof: Stories:
Plumbing Lieense No:
Company:
~ jtiN 2 7 " L~ L
2005
-
Residential Units:
Mechenical License No:
Company.
Expiratfon Date: ExpiraGon Date: Expiration Date:
Aooroval: ApP'mal: Approval:
(1) Thlapamdtwaalesuadlnexwdance+Mb theWONelonseatloMlnyourappllcatlm arrcllsauDjncttoHrelewaWtM9lehof
Cplorado antl lotha ZoNnp ReBUletlons erof Bulldhig CoUesoTYNwst RMpe. Cdorado w aryldMrappllcsbN wdinences of
tha CRy.
(2) ThlappmttshailexpheIf(l) tMewakauUwrizediaralwttmwroedwilMnaMlYl60ltlayshomisauedatew(B)tliebulidtng
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atWommeMexceads ona (1)year. NllfeesahW ha paldfora nawPamft
pihenaoelflowi#walaraueft sdrahwgeProbkm.
-Adp (24) hwis In advanoa for aN InapecUOns end aheil receire wiCen
aucceeeWa plreeec ofNiejob.
~n9 ~ ~er aNU ~ia~xe, lew, (u~ le m ~ ~ epukqq~~n far, nor an
Chief Building Oflicial
ta ` AwNI.v6s
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Wednesday, Juna 22, 2005 2;45 PM Cross Creek Awning 303-650-6682
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i.`HISNOLM .we ~WRi~ 13zo1 Nt, 41ic`) A+aG~W~coi,jK
CONSULTING SERVICE5, LTD.
Shuctural Enonean
1074 S. Afkire9t. W I3es y4s~~Ct c1ti~DE
cpu:vu~evarL.. i` cnre ~T,
LAKEWOOp, G0802a8 ~o~I d 60534 onrE
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Wednesday June 22 2005 2:45 PM Gross Creek Awning 303-650-6682 p.05,
CWISHOLM
CONSULTENG SERViCES, L't"0.
Structu►al Engirrcers
1074 s. mwre st.
wcErooop, co soazs
(303) 93448202
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDWG INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number
Date
11783
2/13/2001
Property Owner:
Property Address : 13200 WEST 43RD PLACE
Contractor License No. : 19621
Company : Kilpatrick Plumbing & Heating
Phone: 3032340835
Phone: 2340835
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby cedify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurementsshown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance withthe Wheat Ridge Building
Code (U.B.CJ and all other applicable Wheat Ridge oDftances, for work under this permit.
(OWNER)(CONTR4CTOR)
Construction Value :
$1,700.00
Permit Fee :
$60.10
Plan Review Fee :
$0.00
Use Tax :
$0.00
Total:
$60.10
Use:
Description : INSTALL SINK BREAK ROOM EXTEND HEAT RUNS FOR NEW OFFICE.
Electrical License No : Plumbing License No :19621 Mechanical License No :
Company : Company : Kilpatrick Plumbing & Company :
Heating
Expiration Date : Expiration Date : 5/16/2001 Expiration Date :
Approval : Approval : Approval :
(7) This permitwas issuetl in accortlance with the provisions set forth in yopurapplication and is subject to ihe laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheai Ridge, Coloredo or any other applicable ordinances of the Ciry.
(2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the building authorized is suspended or
abandoned fOr a petiotl of 120 days. -
(3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abandonment
exceeds one (7) year, full fees shall be paid for a new permit.
(4) No work of any manner shail be done that will change the naturel Flow of water causing a drainage problem.
(5) Contractor shall notiry the Builtling Inspector twenty-four (24) hours in advance for ail inspections and shall receive written appmval on inspection card before
pmceediing with successive phases of the job.
(6) The issuance of apermi[ or the approval of drdwings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of the builtli~~tle~ or any ot ordinance, law, rule or regulation. -
Chief Building Inspe r
_ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 APPLICATIo N
Property Owner:
Property Address :132or~ c,o y3R° P("T ~E P h o n e :303-23e k, bS3~
contractor l.icense No. :1 ~v az(
Company :d~'lp~tcz~c.~ Phone 3c323c,os3s
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this pertnit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants; easements or restrietions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under thispertnd.
(OWNER)(CONTRACTOR) SIGNED pqTEZ_732p L
Descriptioni_PC"~
Z~ E'xr~~r~ h
,
..-._m _m
Approval:
Zoning :
~ Approval:
Approvai :
Occupancy : Walls
Electricai License No :
Company :
Expiration Date :
Approval:
Construction Value
Permit Fee : J700
Use Tax :
Total :
Use:
~nw~g -kov ~e..0 Cs~'-E'> E
BUILDING DEPARTMENT
PEEP~¢
~n7a
Roof :
Sq. Ft. :
Units :
Plumbing License No : Mechanical License No :
Company~~lpA'z*z0~ Company^4~{~`c~z,cK
Expiration Date :
Approvai:
Expiration Date :
Approval:
(i) This pertnit was issued in accortlance with the provisions set forth in yopur appliration and is suhjec[ W the laws of the State af Colorado and to the Zoning
Regulatians and Building Cotle of Wheat Ritlge, Colorado or any other applicable o'tlinances ot the City.
(2) This pertnit shall expire rf(A) the wark authonzetl is not commenceU within sixty (80) days (rom issue tlate or (B) the building autharizetl is suspentletl or
abantlonetl for a periotl of 120 days.
(3) if this pertnit expires, a new pertnit may be acquired for a fee of on~half the amount nortnally required, provitletl no changes have been or will be matle in the
original plans antl specifirations and any suspension or a6antlonment has not exceetletl one (1) year. If changes are maOe or if suspension or abantlonment
exceetls one (1) year, full fees shall be paid kr a new permit
(4) No work of any manner shall be tlone that will change the naNral 8ax of waler causing a tl2inage pmblem .
(5) ConVactor shall noGry the Builtling Inspector hvenry-four (24) hours in advance for all inspections and shall receive writlen approvat on inspection ard before
proceediingwiNSUCCe ivephasesofthejob.
(6) The issuance ot a pe d r the app I af tlrawings antl specfiptlons shall not be wnsWed to be a pertnit for, nor an approval o( any violation of the provisions
of the building r y ance, law, mle or regulafion. .
Chief Building lnspector
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BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
' Notice
Job Located at /~OOL~)
~
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspec4ion.
Date
Buiiding
DO NOT REMOVE THIS
FORM WR6-Yt
1 have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number : 11634
Date : 12/2812000
Property Owner :
Property Address : 13200 W 43RD DRIVE UNIT 106
Contractor License No. :
Company :
Phone : 422-5308
Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setbackdistances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable WheaWiqge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Use:
Description : ADD ADDITIONAL OFFICEBPACE
Electrical License No : 20054 Plumbing License No : Mechanical License No
Company :Advanced Energy Company : Company :
Concepts Inc.
Expiration Date : 12/27/2001 Expiration Date : Expiration Date :
Approval: DM Approval: Approval:
(7) This permii was issued in accordance with the pmvisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) [he wodc authorized is not commenced within sixty (60) days from issue date or (B) the builtling authorized is suspended or
abantlonetl for a penod of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half fhe amount normally required, provided no changes have been orwill be made in the
original plans and specifications and any suspension or a6andonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
.(4) No work of any manner shall be done thatwill change ihe natural flow ofwater causing a drainage problem.
(5) Con[raclor shall noti(y the Building Inspectorhventy-four (24)I
ours in advance for all inspections and shall receive written approval on inspection card before
proceetliing with successive phases of thejob.
(6) The issuance of ~rmi[ or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval oF, any violalion of the provisions
of the buildlRAlCA~eJor apy oihar)ordinance, law, rule or regulation.
Construction Value :
$6,500.00
Pecmit Fee :
$139.25
Plan Review Fee :
$90.51
Use Tax :
$162.50
Total:
$392.26
Chief Building
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION LINE - 303-234-5933
CIT( OF WHEAT RIDGE Date :
WHEAT R1DGE, CO 80215A( 03 235-2855)
A PP LicA-r- Io N
PropertyOwner: S-ll.e-ve, .4.,c/ R,ch ~Cn -
Property Address : 13 ~L`0v
~r
Contractor License No. : Phone : :30j3 • tilz-630?>
Company: ry
Phane r
: ~ (l 3~ ~ 8 iliy
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDWG AND AGREEMENT
Construction Value: E?Sdv•
I herehy r=_r!;"r/!hat'he ;etba[k Cis;ances crccoszC hy this permii applica[ion are accura[e,
antl tlo not violate applicable ordinances, rvles ar regulations of the City of Wheat Ridge or Permit Fee : I~q. 2 S
covenan[s, easements or restnCions of record; Ihat all measurements snown, and allegations Zeii
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume (ull responsibility for compliance with the Wheat Ridge Building Usa Tax : Z~.o
Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTR,4CTOR) SIGNED yr~~ Tota~ : 3~2 , ~
~ oarEl Use:
Description
BUILDING DEPARTMENT USE ONLY
SIC: S Ft.:~, '
Approval : ~
Zoning : ~~~C',
Approval: ~ ? ~D
Q67C6di11~3FIC3 CTF17- iC76'Fifb'y
Approval :
OccuPanc
Y:
Walls : Roof : Stones : Residential n .
Electrical License No : 3C)05y plum6ing License No : Mechanical License No :
Company : /j',4'aI4-,,j (,qcef~- Company : Company : `-Ae (t!,16r ~o.
Expiration Date : Expiration Date :
ExApproval : Pi~don Date :
Approval: Approval:
(1) This pertnit was issuetl in acmrtlanca vwtry the pmvisions set kM in yopur applipfion anC is su6ject to the laws o! the State ot Coloratlo anC to the Loning
Regulations anC Builtling Cotle W Nrtieat WCge. CaloraEO or any ather applicable ordinaneea af the Ciry.
(2) This permit shall expira it (A) the vmrk auNOnzeE is not commencetl wiUin sixty (80) Cays from iuua Cate or (9) ryie huiltling auNorizeC is suspentletl or
aCanEOneC !or a penoC ot 120 dayy,
(7) I( Nis pertnit expires, a new p¢rmit may pe acpuiretl (or a fee of one-hal( the amount nortnalty rr.yuireQ piohded no Uanges have Ceen or will be matle in the
anginal plans and specfippam md arty wspension ora6antlanment has not ezceedey cne (1) year. If Uanges a2 matle ar if suspensian or aban0onment
exceeCS one (1) year, fWl fers,shali Oe paiC !w a nex pertnit
(4) No wark o( any manner sMali bg Eone Nat will change the naWral flow of water causinq a tlrainage p`o61em.
(5) Cantractor shall notiy the BuilEing Inspeemr (wenry.lour (24) hours in aavance !or all inspectiony and qryail receive H,dtten approval an inspection pN before
p'oceediing wNt succesyve phaxe at Nep' h.
(e) The issuan 9af a pemtit w Ne appmval o( rmxings anE specihcafians shall nat he mnsWed to pe a pertnitlor. nor an appmval o!, a'ry violarian of Ne O~~sions
of Ne builtlin am~ thera~yinance, law, iule or ~
k.
Chief BuYdma in e&nr
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APPROVED V
Subject to Field Inspec4ions ~ 1 Y ~_n N ~
Wheat Ridge Building Dept. i~
Date /7~%~~~
Vi
Signed,~'~~ . .....Plan Checker
75i V ~ V q 1 ~ ~v ~
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Company : THE COOLER COMPANY, INC
Address : 17040 W. 64th Dr
City : ARVADA CO 80007
Type of License:
Heating & Ventilatiion Contractor
CityLic : 20873
Phone: 303-422-5308
Fax:
Date Issued : 12/30/1999
Expiration Date : 12/29/2000
m
CHIEF BUILDIN INSPECTOR
THE COOLER COMPANY, INC
17040 W. 64th Dr
ARVADA, CO 80007
APPLICATION FOR CONTRACTORS LICENSE AND ELECTRIC.aL REGISTRaTlO1
City of Wheat Ridge
7500 W 29th Avenue
Wheat Ridge, CO 80215
(Do not write in this space)
License #
Expires:
The undersigned affirms that he/she is familiar with the ordinances and regulations of the Cit} of
Wheat Ridge relative to building & construction within the City and shall at all times perform in
compliance with same as a contractor under the class of license hereby applied for:
Lic Class/Description Fee
( ) Class I $125.00
Building Contractor
Unlimited construction, repair, remodel, etc.
Lic Class/Description Fee
( ) Class VI $75.00
Plumbing Contractor
STATE LIC#
Class II - $75.00
Type A.. Lath, plaster, drywall
Type B.. Roof covering, waterproofing
Type C.. Masonry
Type D.. Sandblasting, cleaning
Type E.. Excavation, concrete, caissons, foundations
Type F.. Moving of structures
Type G.. Painting and decorating
Type H.. Swimming pools
Type L. Structural metals
Type J.. Elevator Installation & service
Type K.. Carpentry
( ) Class III $75.00
Building Contractor, fences, siding, limited
light construction of ancillary structures,
remodel, carports etc.
( ) Class IV $75.00
Homeowner - Construction or alteration
of home in which they reside in.
Class VIII $75.00
Heating and ventilation contractor
( ) Class IX $75.00
Gas Service Contractor
Gas and liquid fuel piping, gas ranges,
Dryers, regrigerators, incinerators, con-
version bumers, venting, water heaters,
low voltage wiring
( ) Class XI $75.00
Sign Contractor
( ) Ciass XII $75.00
Fire Protection Contractor
Auto sprinkler, cazbon dioxide systems,
stand pipe systems
( ) Class XIII $75.00
Lawn Sprinkler Contractor / Landscape
( ) Class XIV $75.00
O Class V $75.00 Electrical Signal Contractor
Demolition Systems operating at less than 48 volts
e ..eo..•..•..•..•.o....e.....e.•.o.o..•.. .
r.o..•..oo.o..•..•..•..•.e..•.o..•..•..•..oo...........•..eo..•..•..•..•..•.o.e..•..eo.e.o..e.•..•.o.e.
BUSINESS NAMEf`~~~~ ['a , nC OWNERS NAME R~ YcnC/~
ADDRESS_17OyU In1 6yP-1) CITY A r-,/ad'; ZIP l? o PHONE303 N22-S301~'
REFERENCES (3 other MunicipaUCounty Licenses): A urnr q Lic ~~~I
Aor ko:-' Lic #
ve-d~r L« #
Signed: APPROVED BY
Chief Building Official
0012
739-
TYPE OF LICENSE
HVAC
01/0
0
TAE CObLER COMPANY,
17040 WEST 64TH DRIVE
ARVADA CO 80007
LICENSE NO.
A20164
LI NSING OFF/ IAL
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C
City of Wheat Ridge
7500 W. 29Z" Avenue
Whectt RidBe, Colorado 80033
THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES
COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONZNG AND OTHER
RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHF.AT
RIDGE FOR THE FOLLOWING PURPOSE.
PERMIT #16871
"Shell" Only
*No occupancy pervnitted until tenant finish C/O's czreeranted per unit. _
Date: -R17-312004
06vner: Raci c Tnc
Ownerliddress: 13 201 W 42•d 1)v T7vr,t 100
PropertyAddress: 7,3207 W 43' T)v,Gndon, C'n R0403
Contresctor: 11M BuilclinA CM
ContrcutorAciclress: 3601 S HuYOn $L3Enalewood, C'n 807 10
ChiefBuilding Officiczl:
ZoninB Administratos^:
Date:
A Certiflcate of Occupancy or Completion has been requested for:
Purenose or
Building Department ApprovaL•
Remarks:
Zoning Approval:1i2.je.A-m 7 1 -6+
Remarks:
Public Works
Remarks:
Fire Marshaii
(If Applicable)
Remarks:
Sanitation District Approval:
(If Applicable)
Remarks:
Water District
(If Applicable)
Remarks:
/
DG ENGINEERING, INC.
Consulting Engineers
& Land Surveyors
#
I
,
ACEC
770 West Hampden Avenue, Suite 250
Englewood, Colorado 8017 0
Phone: (303) 761-5142
(303) 761-5143
Fax:
August 05, 2004
NID BUILDERS
3601 S. HURON ST. ENGLEWOOD
COLORADO, 80110
Attention: MATT HORROM
RE: LOT 23 BASICS
44Tx INDUSTRIAL PARK
WfEAT RIDGE, COLORADO
CONSTRUCTION AND DRAINAGE CERTIFICATION
DEAR MATT,
ADG ENGINEERING INC. Performed the final inspection and verification on the
above project and found it to be in conformance per approved plans by the City of Wheat
ridge, Colorado, Public Works Department, Engineering conshuction specificarions.
Sincerely,
ADG Engineering Inc.
" /
Thoma . Holben P.E 27400
P-5i5
APPLICATION FOR CERTIFICATE OF OCCUPANCY
City of Wheat Ridge - Building Division
Date ~~'%vPermit Number
Address Suite/Bldg# ?
❑ NEW RESIDENTIAL Single Family Two Family (duplex)
❑ NEW MULTI-FAMILY # of
KNEW COMMERCIAL SQ
Business Nan
Business Typ
Use of Soace
Previous Busi
Previous Use
TNIS USE WOUcu vt oe5cR/8ED AS•
A Newly Construded Building
❑ Euis6ng Building
Pleaae answer the followina•
Fire Sorinkled YES I NO Fire Alarm YES / NO
(complete information below)
❑ Additional OccupaM
❑ Change of Use
1. Fire Sprinkled
2. Fire Alarm
3. Operations will produce dusUwood shavings or similar matenals
4. -0perations will involve the repair or replacement of automobile pads
If YES:
Describe the canponents repaired or 2placed.
Does the operation invoNe the use of open flame a weldingl
5. Is the business a drinking, dining or assembly use that will have an
occupancy of more fhan 50 persons and/or serves afcohol9
6. WhichMthefoflowingbestdescribesyouropera6onl
Offkx Onty
Retail Sales
Warehouse ~
RestauranNake Out Food
MedicaVDental
ManufaduringlDistribution (descnbe process and end pr
❑ Change of Occupant
E NO
S
YES
YES
YES \N i
. :
YES NO
Other
NTIE:
No building or shucfu2 shal! 6e USED or OCCUPIED, end no change in the ex'sting occupancy classification of a buiWing or shucfure or pation thereo/ shell De made until the Codes AdministrataAas issued a ceRfic8te'o7 occupancy therelore as pravided herein.'
'Issuence ole certificate ol occupancyshall nat be conshued es an approval of e vio/a6on of the provisions o/ this code w ol other ordinances o1 thejunsdiction.'
Secdon 109, Uni/orm BuTlding Code 9991 EdiSon
NO7EMPORARY CERTIFICATE OF OCC UPANCY WLL BE ISSUPD A seyarate.appfica6on is reqwred toreach ienani finish space and/or buiWing. . . -
I HEARBY CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND
CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WIiH WHETHER
SPECIFIED OR NOT. ISSUANCE OF A CERTIFICATE OP OCCUPANCY SHALL N0T 8E CONSTRUED AS AN APPROVAL OF ANY
VIOLATIONS OF iHE PROVISIONS CODEg,R 0 Fy ORDINANCES OR REQUIREMEN75 OF iHE JURISDICTION.
Signature of Applican Date:
Contact Name:(print) a ~ [6i Phonez3p.i ~ ]
~
City of Wheat Ridge, 7500 W. 29~ Ave. Wheat Ridge, CO 80215 (303) 2352855 Web Site: www cj wheatridaaco us
CITY OF WHEAT RIDGE
PLANNiNG AND DEVELOPMENT DEPARTMENT
CERTIFICATE OF OCCUPANCY CHECKLIST**
The followine items must be comoleted before a Certificate of Occuoancv will be issued
PLANNING DEPARTMENT REOUIREMENTS•
1. Compliance with all relevant ordinances, resolutions, vaziances, approved site plan, eta
2. Completion of all landscaping per plan and/or Zoning Code.
3. Comple6on of all pazking improvements and driveway connections per plan and/or zoning code.
4. Completion of handicapped pazking spaces and signage.
5. Removal of all construction work trailers, mazerials and debris.
6. Removal of wnstruc6on debris from neighboring and/or surrounding sites. °
7. Removal of all construction signs, banners, etc.
8. Sepazate permits must be obtained for permanent signs with the permit being approved prior to installation of signs.
9. Sepazate permits shall be obtained for fences and/or retainiug walls exceeding 48" in height, if not indicated on
approved plans.
PUBLIC WORKS DEPARTMENT•
1. Compliance with al] relevant ordinances, resolutions, vaziances, specia] exceptions, etc.
2. Site grading to be completed for positive drainage away from building and if applicable, in compliance with the
overall grading plan(s),
3. A Drainage Certification Letter is to be fumished from the engineer of record stating that the paving and drainage
improvements have been installed per approveA plaus and specification.
4. If the property is affected by Streetscape requirements, any required Maintenance Agreement needs to be signed prior
to requesting a certificate of occupancy and any required escrow in lieu of tlie construction of such items needs to be
paid in full.
5. If applicable to the site, streetlight requirements per Excel Energy design location shall be completely instatled.
6. If applicable, all City of Wheat Ridge approved surveying documents, such as the Final Ptat and/or required sepazate
easement instrum¢nts must be recorded at the Jefferson County Cierk and Recorders Office.
7. Removal and replacement of ali damaged public improvements, sidewalks, driveways, curb/gutter, etc.
8. Installation of all public improvements, traffic control devices and signage per plan, zoning code and/or Public
R'orks requirements.
FIRE DISTRICT:
1. Completion of Fue Department access requirements
a. Surface
b. Width
a Tuming radius
d. Fire lanes
e. Secondary access
2. F'ue bydrants
a Location
b. Access
3. Building addresses or numbers aze posted, to be plainly visible and legible from the street or road
property. Said numbers shall contrast with the'u backgound and shall be not less than 4 inches in height.
4. Knox Box is onsite and installed per Fire Department requirements:
5. Fire Sprinklers
a. ` Tested
b. Inspected
c. Approved with signature on inspec6on card or letter of approval from Fire Inspector
d. Remote annunciator instailed and located per Fire Department requirements.
fronting the
CER7TITCATE OF OCC[TPANCy CgECgIdgT- Pa e 2
6. F'ue Alarms
a. Tested
b. Inspected
c. Approved with signature on inspection cazd or letter of approval from Fire Inspector
d. Remote annuaciator instal7ed and located per Fire Deparhnent requirements.
7. Exit and egress requirements are completed, i.e. exit signs, emergency lighting, etc.
CITY CLERKS pFFICE:
1. The owner or tenant of ANY buildings, offices, aparhnents or stores, etc. must apply for a business license prior to a
Certificate of Occupancy being issued. Contact: Dema Briama 303-135-1820.
BUILDING DIVISION:
1. Landscaping complete and sign-off from Planning Departrnent Yes No
2. COMIvTERCIAL Drainage Certificafion Letter to Public Works Deparm~ent Yes No
43. RESIDENTIAL - Improvement Location Certificate with overloYfinal grading indicated yes No
. Completion of all pazkin g i mprovements. -
5. Completion of haadicapped pazking spaces and signage;
6. Fire alarm and/or sprinkler system to be approved by Fire Disfict.
7. Building addresses and/ornumbers aze instaped.
8. Construction work trailers, materials and debris are removed.
9. Neighboring or surrounding sites and properties are cleazed of all construcrion debris.
10. Finish grading to be completed for posirive drainage away from building.
11. Submit an Improvement Location CertiScate to show all strvcture dimensions, setbacks, easements, Snish floor and
site drainage elevations.
12. All subcontractors (electrical, plumbing and mechanical) are required to request and pass their final inspections.
13. Special inspection and engineers Ietters aze to be submitted as requ'ved by Uniform Building Code, Chapter 17, 1997
Edition.
14. Elevators aze to be iuspected and approved by DRCOG State Elevator Inspector.
15. Building addresses or numbers aze posted, to be plainly visible and legible from the street or road fronting th¢
property. Said numbers shall contrast with iheir background and shall be not less than 4 inches in height.
16. EaRerior stairs, steps and ramps have guardrnils and handrails intact.
17. All driveway, sidewalk and paved surfaces aze complete.
18: COMWRCIAL - CertiScate of Occupancy Checklist is complete. (see attached)
19. RESIDENTIAL - CertiScate of Occupancy Checklist is compiete. (see attnched)
Note: Not all listed items ma be relevant to eve ro'ect
CITY OF WHEAT RIDGE
PLANNING AND DEVELOPMENT DEPARTMENT
RESIDENTLAT,
CERTIFICATE OF OCCUPANCY CHECKLIST**
Address Date:
SITE: Initial
❑ All landscaping is completed per zoning regulations. (To be completed and approved PRIOR to requesSng afinn/
inspeMion) -
❑ The Public Works Departrnent has inspected public improvements and any damage has been repaired. (Ta be
completed ond approved PRIOR to reyuesting n finu/ ixspection)
❑ Improvement Location Certificate (prepared by a Colorado licenred PLS) with spot elevarions and drainage arrows to be
submitted with certiScate ofoccupancy application (SEE EXAMPLE)
EXTERIOR: IniHal
❑ Address posted
❑ Weather tight structure - paint, primed, caulking, etc
❑ Exterior wall penetration sealed
❑ All hose bib to be equipped with vacuum breakers or anri-siphon valves
❑ Gas pipe painted
❑ Exterior guardrails (36" high) and handrails (34"-38"from nose of tread) installed
❑ Exterior deck - Yes No
O Ledger bolts installed
❑ Exterior light fixhves installed
0 Exterior GFCI receptacles (jronr & rear ertenor doors)
GARAGE: Initial
❑ Garage doors insblled
❑ Gazage door opener - Yes . No
❑ Gazage door reversing mechanism installed and functioning
❑ Fiie i3ting of walls and ceiling (two layer on ceiling iffrmning members are space greater than 16" o.c.)
❑ GFCI outlet mounted not less than 18" above floor of bottom of box
O Gazage steps and handrail installed
0 Solid core door with closure between house and gazage.
KITCHEN: Initiai
❑ GFCI outlets (two circuits minimum)
❑ Kitchen sink installed with hoUcold water
❑ Gazbage disposal
❑ Dishwasher properly connected (electncal, plumbing)
❑ Rangetiood
RESIDEA'TIAL-CERTII+ICATEOFOCCUPANCyC'HECIQ,IST-P e2
GENERAL: IniHal
❑ Switch and receptacle wver plates
❑ Light fixtures installed
❑ Smoke detector instailed, locafion, A/C power, tested
❑ Closet lights, type, style and location per NEC requirements
• Handrail height and wall renuvs (34"-38"from nose aftread)
❑ Guardrail height 3nd balustet spacing (36" high with balusters spaced svch that a sphere 4" in diameter cannot pars 1Mough)
❑ Environmental air duct registers and diffusers installed
❑ R'indow screens installed
❑ Egess windows meet egress requirements
❑ Bathroom sinks installed with boUcold water
❑ Tub/showers complete with hot/cold water
❑ Tile surfaces grouted/sealed and complete
❑ Water closet instailed with proper cleazances, shut-off and caulked to floor at base
❑ Exhaust fan or window sized not less than 1/20 the floor area or minimum of 1-1/2 sq ft ia size
❑ GFCI receptacle functioning and located per NEC requirements
❑ Jacuzzi tub -
o GFCI protection
o Access locafion, readIly accessible without use of special tools or lmowledge
❑ Tempered gtazing
❑ No un-vented gas appl]ances shall be installed
BASMENT / CRAR'L SPACE: Initial
0 Basement-Finished Unfinished Partial #ofrooms
❑ Stair hapdrail height aud wall returns (39"-38"from nose oftread
❑ Underside of basement stairs Sre protected if open for storage
❑ Steel tieam pockets grouted
❑ Support columns aze plumb and properly secured at floor and az beam
❑ Smoke detector installed, location, A/C power, tested
❑ Crawl space
o Under floor access size (IS"x 24 )
o Supportcolumas aze plumb and properly secured at base and at beam
o Fumace - Yes No
o Waterheater yes No
o Combusrion air
o GFCI service receptacle (requrred ifjvannce ar water heater are lceated in space)
o Switched ]ight (reguir¢d iffrvnace or water heoter are Iceated in space)
o Under floor ventilarion
❑ Concrete slab
❑ Structural wood floor
o Under floor access size (18"x 14 )
o Under floor ventilafion
o Under floor clearapce (18" to boaom oj'jloor jois{ 12"to bottom ojbeams)
❑ Sump pump instaped per plumbing code
❑ Sewage ejector installed per plumbing code
❑ Floor drain
❑ Mechanical equipment working clearances
❑ Mechanical equipment venting complete per code
❑ Pressure reliefvalve drain terminated between 6"-12" above floor
❑ Water heater installed in drain pan if located on wood flooring
Note: Not all listed items ma be relevant to eve ro'ect.
CITY OF WHEEiT RIDGE
PLANNING AND DEVELOPMENT DEPARTMENT
COMMERCIAL
CERTIFICATE OF OCCUPANCY CHECKLIST"
Address- 1 !2 Z 0 1 t{?J~Xcd LDate: 7-~ ~tz!cs-
SITE WORK / EXTERIOR: Initial
❑ A1l landscaping complete per approved plan and/or zoning regulations (To be complaed and approved PRIOR to
reguestireg a fna! inspec6on)
❑ Public improvements inspected by the Public Works Department and any damage has been repaired (To be completed
and approved pR70R to requestixg a fina! inspectiox)
• A Drainage Certification Letter is to be furnished from the engineer of record stating that t6e paving and drainage
improvements have been installed per approved plans and specification (To be submitted with cemJ-uote ojoccupancy
. app&catiox)
❑ Address posted
❑ All temporary exterior signage removed
❑ Job trailer removed
❑ Site grading to be completed for positive drainage away from building.
❑ Removal and replacement of all damaged public improvements, sidewalks, driveways, curb/gutter, etc.
❑ Parking lot paving complete
❑ Parking stalls complete
❑ Handicapped pazking complete
❑ Handicapped parking signage installeA (minimum of one shaJl to be "van-acc¢ssible" with 96" access aisle and 96"prvldng
srali)
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COMDiERCIAi, _ CERTIF7CA1'E OF OCCUPANCY CgECIQ,I51' _ pa e 2
❑ Handicapped ramps and accessible route requirements are complete
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Bui1t-un Curb Ramn Measurement o Curb Ramn Slone
❑ Trash dumpster enclosure complete
❑ Site fencing complete and screened (where applicable)
❑ Weat6er tight structwe - paint, primed, caulking, etc
❑ Exterior wal] penetration sealed
❑ Al] hose bib to be eqaipped with vacuum breakers or anti-siphon valves
❑ Gas pipe painted
O Eaterior steps and/or ramps aze complete
❑ Eaterior guardrails (42"high) and handrails (34"-38'from nose oftread) installed
❑ Handicapped ramp guazdrails and handrails installed per diagram -
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COMDfERCIAI, - CERTIPICATE OF OCCOPANCy CgECIQ,Iy'T _ pa e 3
GENERAL: Initial
❑ All Fire Departrnent inspections have been completed, approved and signed ofP?
❑ Switch and receptacle cover plates installed.
❑ Interior and extaior light fixtures installed.
❑ Handrail height, extensions and wall retums (34"-38"¢om nase ojo-eua)
❑ Guazdrail height and b81u5te[ Spacing (42" high with balusters spaced such that a sphere 4" in diameter cannoi pass through)
❑ Environmental air duct registers and diffusers installed
❑ Exit and egress requuements aze completed, i.e. exit signs, emergency lighting, etc.
❑ Restrooms
o Floors have smooth, hard nonabsorbent surface and extend up walls at least 5 inches
o Walls covered with smooth, hazd nonabsorbent surface to a height of 4 feei above floor
o Mirror and lavatory with hoUcold water installed ner aiam.,,, _
o Water closet and grab bazs installed per diagram _
o Urinai (if applicable) instailed wiih maximum rim of 17" above finish floor
❑ Electrical equipment working ciearances
❑ GFCI receptacles functioning and located per NEC requirements
❑ Tempered glazing
❑ Floor drain
❑ Mechanical equipment working clearances
❑ Mechanical equipment venting complete per code
❑ Pressure relief valve drain terminated between 6"-12" above floor
❑ Water heater installed in dryin pan if located on wood flooring, in an amc or fivred space
❑ Backflow device installed, inspected, tested and tagged.
COMhiERCIqLL _ CEgTIF1CATE OF OCCUPANCy CgE
CKI.IS7'-pa e4
❑ Doors installed and labeled accordingly within rated assemblies.
❑ Maneuvering cleazances at accessible doors have been maintained per diagram -
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7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/235-2846 Pax:303/235-2857
The City of
"eat
Ridge
DATE: 26 October 2004
TO: Accounting Department
FROM: Director of Community Development
SUBJECT: ESCROW REFUND/RELEASE
Re~m ursemen~equ- esled for escrow uf nds t~euiig e1$"for.annyLee Noyes-(43`~DnveLIlCj"
/ 13201 W. 43`d Drive
The Landscaping has been completed to the City of Wheat Ridge satisfaction.
RELEASE TO: Danny Lee Noyes
Address:
43'd Drive LLC
13201 W. 43`d Drive
Wheat Ridge, CO 80403
Amount to be refunded: $14,032.50
4 ~ `
Alan White
Director of Community Development
City of Wheat Ridge oF WHEqT,p
Planning and Development Department ~
Memorandum C~~~RA~O
TO: Accounting; Address File
FROM: Travis Crane~
SUBJECT: Landscape Escrow/13201 W. 43`d Dr.
DATE: 6 August 2004
Attached is a copy of an escrow agreement for the property located at 13201 West 43rd Drive. The
escrow is for ]andscape area that could not be installed prior to issuance of the certificate of
occupancy. The attached contractor's bid details sod and an irrigation system to be installed. A
check for $14,032.50 is attached, and shall be held until September 30, 2004 or until the deficient
landscaping has been successfully installed.
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City of Wheat Ridge Community Development Department
# Landscape Escrow Agreement
This agreement made this cs day of 200V by and
between the City of
Wheat Ridge and Z13~ b-y j ye~ L/ _e, (contractor/developer wner .
Escrow in the amount of c~{ar~~. WA~z-q-zeid AAX 7~ ±r, s~ //d-uT-VMLARS
/45 03p.5D) is being h d until al] landscaping improv ents are completed at,
I300/ /w tl-3~A- &
In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502
and/or as shown on an approved landscape plan is not installed
by 9,3p,,.1 ,(date) the City of Wheat Ridge or its designee shall
have the nght to enter upon said property to construct and/or install such improvements
or do other such work to accomplish that purpose as may be necessary, provided that the
City of Wheat Ridge shall first give notice in writing to the contractor, developer or
owner of its intent to do so. i
If the City of Wheat Ridge exercises its right to perform work of any nature, including
labor, materials and use of equipment either by force account or contract, the City shall
have the absoluie right to withdraw the escrow funds to complete said landscape
improvements. The only precondition to the City's right to withdraw the escrow funds
for this purpose shall be a letter from the Community Development Director, siating that
the landscape improvements have not been cqznpleted or provided and that the
compliance date of W30.194 has expired.
Approved and Agreed:
Contractor/Develoner/Owner
~/tv✓,Jy c-e~ No.~eJ
Prini Name
13 --..0 / cci 42 rd Ae- .
Business Address / Phone
~--6y Dwwe--
Date Title
Ci of Whe Rid e Colorado
By: - r ,
Title: atchr
Date: ~/(~lzq,~'
0-CiUARANTY BANK 1080°wGO1A" CASHIER'S CHECK L 5 5 3 8 5
r,anEr+. co ewo,
AND TRUST CCJMPANY
43gD DRIVE LLC
LANDSCAPE ESCROiI AGBEIIKE:LiT 23-96/1020
nare08/05/04
PAY TO THE ORDER OF***CITY OP AHEATBIDGE*** $**14aO3'l.SO***
14t ~"'S a t.! C.~
Nor[ce To Cvsrow&TB #SZ
rurcnm otv;tiaderuury~Hooawiuec . . . . . .
.:required bcforc my offidil dheck of dhis Bank .
will:bc replaccd ot refmded in the even[ . . .
itis:losr,misplutAor:sCOlrn. . . . . . . . ALLCHECKSOVER5200,00O.OOAEQUIRE'IR'OSIGNATURES
li•0 5 S 38 5O 1: LO 20009661: 094,10 L 19 iil'
I
16(14J2004 10:16 3933849996 Af~n' V--~^~J~-~ i es PAGE 92
I1vTERMarrNTA.r1v
LANDScAPE Rt
'~,~`i'PRINKZER, INC
LANDSCAPE pROPQSqL
18201 W 43RD DR C30LDEN, CQ
06te: Oct 12, 2004
DESCRIATION QUpryTrry
ruKnieti a INSiALt HYDRO SEEQ $ 400,00
TOTAL JOB S 400_00
xoiss.+xenwwtdn a.wrn:poneiDla ForsL.sreQOr d~yp aoa dw ro drouyh[eoomYorrs md
NWN618 YCa*kOaOr.
J7gWRroulWA f8 fJ[NUdl17Y b+s tONOrilIlO N!!e1 froinTla Afd
t TlN lrrlpatlart weEV Esp emlyermk wlll bo /nafiJlyd byetlleM A awb ouC wNh 1 stop anal waM ruM
orahutoM wM dor+i sbISem oI dre amrl W pN mfub mwt be AOjdd'ftWtlm /nlgiHOn vyUlpm.
Y 7Me §po6lca/ sapply farthe IMgiyoa o0/AMOeYmtut bs supplJod 6y ogsm, aml wiflrfn 1NO Ih7eL
of ths oontrW/er.
3 Rou9h Dratgn9 &r +Ae lanafseepa iroas ahould ba ,proded to +F 1/1QLft W r sooZ qaemeateXd7n
wHI aoc ea ra%panelbls rooognm6ft Imaatine, phc.mene or azporrrn8 ar copsaL
s aherHema wNeh an nnelacWded M Mig blrF arsc Awmit few, d+oeryhlAorrn.ew Orvis Bsoox wages,
!TlNC CoffCW. wrvmyhW, ara►RN'amewl. slto fum/shtng.., and AoNnp und&r.xlaunp neM.ocepoc,
6 Mabnmranas oftHls p4rec urJa be fhe ornors raapans►4lN1jy oe/ees motad cthOr wlse.
s rrea Gratms
7 Walrarl{Y on 8vemteat Erwe phui6ed a(Ler oetoluor felh wNl bo veJdad
mcwa.. r yo.. w.r,aMy,
Robort Barroa
Estimsfing 1 Project Manager / Horticulturlst
19000 5outh Golden Road, Suite I01,r►Crolden. CO SU401Ak~ 303-355-9994 Fax 303-384-9996
10 39tld N3Q-109 OW21 SOIStlH 6TT6-LLZ-E0E TT:6T b00Z/bT191
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76877
BUILDING INSPECTION LINE -(503-254-5933) Date : 3/31/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: BASICS ETC.
Property Address : 13201 W 43RD DR Phone : 807-0189
Contractor License No. 19988
Company : M D Building Corp. Phone : 761-2422
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $700,000.00
I hereby certify that the setback distances proposed by this permit application are accurate, and- P2filllt F82 : $5,439.95
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or
covenants, easements or restridions of record; that all measurements shown, and allegations Plan Review Fee : $3,535.97
made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax $8,400.00
application, and that I assume full responsibility for compliance with the Wheat Ridge Building .
Code (U.B.C.) and all other appl^cabl` eWhe_ e or ns s> work underE i rmit. Y. Total : $17,375.92
(OWNER)(CONTRACTOR) SIG.1G'f
Use :
Description : OFFICE / WAREHOUSE A I l G~a3 ,
~
MA^ m:~SM
Approval : TRC
Zoning : pID
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Occupancy : Walls :
b„~I'd n~9~~o :rrt -
Approval: MS
Pub@pS, o=~s.~'~C mmGW
Approval : DF6
OK. NEED TO INCLUDE HANDICAP ACCES AISLES - 1- 8' WIDE VAN
ACCESSIBLE & 1- 5' WIDE. WALL LIGHTS MAY NOT EXCEED 12'
FROM GRADE Ovmer/con P/easeNote;
ap~ro d~co ~Mor is resp~ov ble for locating pro
+uh'uct
3115104 Th 6Cityis not i~ng 9~1 ~me d develorS ae~o: dmg to ihe
mitted 1.1 respo for; ~'mC°istandards.
3/22104. SEE ATTACHED CO~VI~P'~G$ n, rhepi~ set ;°"'te'nforr,,,,r~ ;
' ~ frotp ina`^G-r, RY ccnstruc;ien
"v tn r~ .
Roof : Stories : Residential Units :
Electrical License No : 21911
Company :Shamrock Electric Co.
Expiration Date : 2/28/2005
Approval : OKIKS
Plumbing License No :21912
Company :Colorado Plumbing and
Gas Lines
Mechanical License No : 17977
Company : K C A Companies Inc.
Expiration Date : 3/31/2005
Expiration Date : 3/31/2005
Approval : OK/KS
Approval : OKlKS
(1) This permit was issued in accoMance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulalions and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall eacpire if (A) the work authorized is not commenced wifhin sixry (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment
enceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done fhat will change the naturel Flow of water causing a drainage problem.
(5) Contrector shall notifythe Building Inspector twenty-four (24) houre in advance for all inspeclions and shall receive written approval on inspection card before
proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulafioa . . . 1F.f,
Chief°BUilding Inspect
Please sign Terms and Conditions on reverse side of page.
For inspection this permit must be posted
on the site and visible from the street
TERMS AND CONDITIONS
As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and
conditions set forth below for the issuance of a Certificate of Occupancy in connection with this
building permit. The issuance of a Certificate of Occupancy requires:
1) The completion of all required landscaping and related site improvements. Inspections
--are performed by the Planning and Zoning Division.
2) The coinpletion of site drainage/grading requirements per the approved site grading
plan and/or final drainage report and plan, if such report and plan is applicable. For all
residential and nonresidential projects with an approved final drainage report and plan, a
letter of certification is required from the civil engineer of record. Inspection are performed
by the Public Works Department.
3) The completion and acceptance by the City of Wheat Ridge of all required public
improvements, or a Development Covenant or cash escrow may be required in lieu of
construction,' as determined by the Public Works Department. The Public Works
Department performs public improvements inspections.
4) The completion and approval of a Certificate of Occupancy Application form and final
inspections Inspections are performed by the Building Division.
All the above items must be completed and approved by Planning and Zoning, Building and
Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building
Division does not constitute authorization of a Certificate of Occupancy nor permission for
occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy
is issued. (Uniform Building Code, Section 109)
The City is not responsible for any real estate closings or other agreements concerning the
property which may be affected by failure to complete the above items and obtain a Certificate of
Occupancy.
I have read, understand and agree to the foregoing terms and conditions. I have received a copy
of the application for Certificate of Occupancy.
Name (please print) V, 2 ~~rc -J
Date:
o~ W~EqTP COMMUNITY DEVELOPMENT DEPARTMEKT Building Permit Number.
~ o BUILDINGINSPECTIONLINE-(303•234•5933) Date:
CITY OF WHEA7 RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303•235•2855) .
RECENCDD
APPUCATION r a 0~ 2004
PropertyOwner. ~J~« `
Property Address: Phone : °
-~PI-,[~`~ O.~ j
Contractor License No.:
Company: Phone: 7~01
,11~~>z~Pe~~.4.~-~
OWNEFICONTRACTOR SMaNANRE OF UflOERSTANDIHG AND AGREEMEM
I hereby certfy that the setback distances proposed by this permit application are aaurale, and do noi violate
applicable ordinances, Nles or regulations of the City d Wheai Ridge or covenants, easements or resUictions of Construction V alue: $ 760, P.rD
record; that all measuremenis shown, and allegations made are aaurale; that I have rea0 and agree to aDide by permit Fee: $ it-" y.7 9. 7.5
all oondifions printed on this appl~cation and Mat II resppuibility fa compliance wiM the Whea( RiGge plan Review Fee: $~~S- 97
Building Code (U.B.C) and all ofher a lica t R e ~dinances, lor work under this pemiiL
Use Tax: $ ~~oB. ~
(OWNEt~(CONTRACTOR):SIGNEO ' l t OATE
(OWNER)(CONTRAGTOR): PRINTEO ~j~ DATE Total Fee: $
DESCRIPTION:
(/l% </~^«/lrvCL{~C'~~'[ b k S~
uexrs: 04?,03 IC° (qC l U~Z tjC- ~`U;e SS
ApProval Zo-
Zoning:i~'lD
IMEN75.
APProval: 1)26 , ~&5/8
~
scaewerrrs: AUa
Approval:
Walls:
Roo(:
SIC: Sq.Ft.:
C~t- Vavx ~C,feSL~
l J W L kil..,f.5
exceea
- s~
Stories
Le
Electrical License No: / J&0`-1 Plumbing License No: Mechanical License No:
Company: rj~umrec.k-&ILec. . Company: eojorc,,lo {~(u,
y, 4 Com anr:
a KGA, ce..
~4'
6cpiration Date: Enpiration Date: EupiraGon Date:
Approval: Approval: Approval:
(1) TAh pmmil was kfusE N accordance with the prorifioni afllwth in your applintion and It subkct to the Uvn of Ms Sble d Coiondo and to the 2onNg ReyulaHans
+d Buikbn9 COda aWhe+1 16094 Caondo a any Wha appbabH w&nacn ot Ns Ciry.
(2) 7Ms prmlf sAaC apira tl yytM wwk authorind it nat canmencsd wiWn atety (60) daya irom nw<date w(B) the 6uilding auMpted h wspanded or abmdonM tw a
prbd W 120 daya .
(7) Y ihb DrmM aOMM. a naw pnNt may be ac9uked lar a fee o1 on'fiW the amount ^o^^aM requked. Drov{dad no ch»pu havo bm a wi6 be made In M<oriy}nal
pins and sDecific+toats and ary wspnsbn d abandanmml ba nwl ucesdM one (1)Yw. Y chanyes Mre Mm or tl susqnsbn or aDaWonment u<eMa one (7)
ym fup fNS tTa6 Ee pay la a naw ppniL
IQ Nu*wkul+q'mannvsAWDedono NtlMPUaptlAtnaNNilorroiwrtyamNqadMnayeyrpWpn
(5) Conbaqa fhal nWtly the BuPdnp hs0ectDr twenty-Fwr RIj hain In adv»u lor aB Mapsctlens and shY . recdve whtlen appwal on fnsMCtqn card belwe
pxsadnYwW waashephasnMtheJoh .
46) The hwaMe ol a pamN w the apqoval al dnwMpf and spaiRCatiom ahs4 nol be conatrued ta Ee a yrmR iw, nor an approrN oi, any vblatlon ol the proviaions of
the builtling codea m any othtt wdinance, law, rule w reyWrtion,
Chief Building Inspector
APPLICATION FOR GRADING / FILL PERMIT
APPLICANTS NAME: Y _ ` ' 0, `J v 1 L-O 7'v c- CO YL ~
APPLICANT'S ADDRESS:
) 2.6---Q-
pttlude City, Sum. ZiP)
00110
ADDRFSS OF FILL: 0 66 LDa~~
~pc(O 3
DATE OF APPLICATION: 3' z 3-~ Y
All permits shali be applied for through the Public Works Department. An approved pemut is effective for a
period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances.
Note: Al! public improvements, when constructed, shall be maintained (by the respective individual(s) and(or
company responsible for the construction of that public and/or private improvement in the respecrive
development) on a daily basis, or as needed, such that they are free of mud and other construction debris
tracking from the site. Failure to comply with this requirement will result in the enjorcement of Articie Ill,
Specified Nuisances, Section I5-16 (4) of the City of Wheat Ridge Code of Laws.
NIINOR EXCAVATION AND FILL PERMITS
1. 1-50 Cubic Yards: No pemiit is required for dumping or excavaUOn of earth materials, which do not exceed
50 cubic yards, provided, however, that any fill deposited is on natural temdin of less than three (3) horizontal
to one (1) veRical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent
structures, and in addition, such fill or excavation dces not obstruct or otherwise adversely affect any
drainageways. Should any of the above standuds be exceeded, or a drainage way be affected, a permit shal] be
required under the guidelines for No. 2.
2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yazds may be
allowed with a permit approved by the City Engineer. All applicazions are to be submitted on the appropriate
completed applicauon form and shall be accompanied by the appropriate fee and sketch plan indicating the
following information before the permit will be issued.
A. Location and dimensions of all property boundaries and shvctures on the site.
B. I.ocation and extent of azeas to be filled and/or excavated.
C. Location of existing and proposed drainageways, irrigation ditches, etc., and indicaUOn of how and where
historic run-off will be maintained on and through the site.
D. Cross-section area to be filled and/or excavated indicating original slope, new slope and depth of fill.
E. Statement that indicates the proposed use or purpose for said fill or excavation.
F. Relative elevation of adjacent properties.
G. Erosion control plan showing placement of control devices such as hay bales, etc.
3. 501-20,000 Cubic Yards: Operations in which earth material fiil or excavation exceeds 500 wbic yazds, but
dces not exceed 20,000 cubic yards, may be allowed by a pemut issued by the City Engineer after review of
an application and supporting information. The following information shall be submitted with the required
application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
1 inch to twenty feet (1:20) which illustrates the following:
B. I.ocation and dimensions of all property boundaries and swctures on the site.
C. Location and extent of azeas to be filled and/or excavated.
D. Locaeon of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. I.ocation of existing and proposed points of ingress:
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation afrer earthwork opera6ons are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of 2 feet and spot elevations.
1. At least two cross secuons (east to west and north to south) through the site showing depth of fill and/or
excavation.
7. A drainage report may be required if site runoff characteristics are changed.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavatioa
4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Pemtits:
A. Rehabilitation: Within thirty (30) days afler cessation of filling and/or excavation, rehabilitation for the
site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of
leveling, grading, ]andscaping or any combination thereof to minimize potential erosion and be acceptable
to the City Engineer.
B. Debris: Debris and/or contaminants shall not be used except with the approva] of the City Engineer.
"For the purpose of this Section, the term debris shall have the same meaning as the temu "gazbage, trash
or junk" as defined in the Wheat Ridge Code of Iaws, Section 15-4."
In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal
agencies be used as fill in any fill areas within the City of Wheat Ridge.
C. Fxcavation and/or fill azeas shall be gaded to facilitate weed control until fmal grades are set and site
rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1).
5. Pemtit Fees*
50 cubic yards or less
51 to 100 cubic yazds
lOlto 1000 cubic yards
for the first 100 cy
plus for each additional 100 cy or
fraction thereof
1001 to 10,000 cubic yazds for the
first 1000 cubic yazds
plus, for each additional 1000 cy
or fraction thereof
10,000 cubic yards or over
$10.00
$15.00
$15.00
$ 5.00
$60.00
$ 4.45
$100.00
TOTAL $
*Wheat Ridge Code of Laws Seceon 5-76.
All pernuts shall be applied for prior [o fill deposi[ion or excavation operations begin. Any permit applied for
after cutting or filling operations on site aze in progress shall be subject to a double fee and other penalties as
prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the100
yeaz flood zone MUST COMPLY WTI'II WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD
PLAIN ZONING ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I
CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH
THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONRVG REGULATIONS AND BUILDING
CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE
IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT
PROCEEDINGS BY THE CITY OF WHEAT RiDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSFSSION OR PERMANENTLY ON TIIE JOB SIT&
APPLICANT:
Applicant's Signature
CITY OF WI3EAT RIDGE:
L
City Engin r
0
Approval Date
Owner's Signature (if different than above)
Rev. 12103
oF w~ T
DEPARTMENT OF PUBLIC WORKS
BUlLD1NG PERMIT APPLICATION REVIEW
Date: 3(ZZ ~D y coL 0 R P~O
Location: 13ZO/ [v. ~/3 ie"~ D,e~ v~ ~~T Z3~ y~/-y`T,a. PK
Attention: Building Department
I have reviewed the attached materials submitted in appiication for approval of a Gowc..~E.~ca.42 BuiaD i.v~
at the above referenced address. Please note the summary comments below.
1. ✓
2. r/
N,5&~ 1~,2~gi27'D
(~l7i3~Dld~~
J-
4. ✓
5. ✓
6.
_aL
7. ✓
8. ✓
9. ✓
]0_ ✓
Boundary Closure:. ✓OK _ Not OK; refer to stipulations.
Drainage:
a. Drainage plan and report needed _
b. Drainage plan not nuded
c. Lot drainage/gading to be reviewed by Building Division _
d. Site drainagelgrading provisions have been reviewed and are:
_~/OK Not OK; refer to stipulaiions.
NPDES Permit Required: ✓ Yes _ No Public Improvements:
a. strxt paving needed: ✓Yes
b. curb and guner needed:(cLIRe-~~ Yes
c. sidewalk needed: LkAwn Ps . ✓ Yes
d. street lights needed: Yes
C. storm sewer needed: Yes
f. letter of crcdit required: _ Yes
If a letter of credit is required, for what improvements?
No
_ No
No
L~- No
✓ No
✓ No
✓bf
Amount of ietter of credit:
Subdivision Ageement required:
Development Covenant required:
If Yu, for A)
Traffic impact analysis and repori requ'ued:
State Highway Access Pertnit needed:
New roadway or alley R.O.W. dedication recommended:
If yes, what is recommended?
All existing dedicated roadways/alleys meet the sundards of the City:
If no, which do oot and what is requested:
11._V~ APPROVAL: 7'he Public Works Depanmcnt has reviewed ihis request and hereby gives its approval,
subject to the above and/or attached s6pulauons.
Signature . David F. Brossman, P.L.S. Date
12. ^~'`E NO APPROVAL: The Public Works Department hu reviewed this request and does not give iu approvai
for the reasons stated:
Signatxre David F. Brossman, P L.S. Date
(s~9~s.✓ls P~~~T s~'~-~ NoT i3E ~ssv~
13. ✓ Slipulationt anached: ✓Ya _ No "~''n4. Tsfc. G/7i' rF~FS i2se£tv'~Zl ~9- eoi°y
°f 7;Vc iNPD--~
14. ✓ Summazy Commenu: Anv dama¢e w the ezisting Public Imorovements az a result ot this construction is to
. be repairod to mxt Citv standards bv the Permit Avplicant nrior to che issuance of tbe Certificate of
Occupancy. A Drainaee Certification Letta is required prior to the issuance of the Certificate of Occupancv.
Yes ✓ No
_ Yu ✓ No
Yes
✓No
Yes
No
Yu
No
Yes
No
DEPARTMENT OF PUBLIC WORKS (303) 235-2861
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
flry a[ Wlseet Ridge
Depamneirt of Pubtic
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED 3ADDRESS
Deaz Contractor:
In conjunction with the approval of the building permit applicauon for the above referenced address, this
letter is to inforxn you that all existing public improvements located along the frontage of said address
shall be restored, (if damaged from related construction) to an acceptable condition, as deternuned by
City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite inspection to
deternune the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4/03
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION
Date: 3 -23 - O
Applicant: M 0 c3J iLc7 t KS C- Ct ✓Z ?
Phone #
Location of Construction: 1300 1 4-~•413Ab DR1uE l
~%z3
s~a .~K.~
N~4_4
~
Purpose of Construction:
Bui
lding Permit Value:
Single Family Commercial
Multi-Family
DEVELOPMENT REVIEW FEES
Development Review Processing Fee:
$100.00
$ /o D• o0
(for document processing)
Single Family Residence Review Fee:
$50.00
$
(for review of applicable technical documents)
CommerciaUMulti-Family Review Fee:
•(for review of eaisting techniral documents)
$100.00
$/o o. 00
•(for review of technical documenu for construction in
Right-of-Way, Final Drainage Report, and Erosion Control Plan)
$500.00
$
CDOT Access Permit Fee:
$I~ 00
$
(for da:ument application and processing)
~
Traffic Impac[ Study Review Fee:
$100.00
$
(for document review and processing)
Flood Plain Variance Review Fee:
(for dcewnent reNicH und pcocessing)
Classl Applicalion: $300.00 $
Class 1 Publication/Notice N/A
Class II Application E750.00 S
Class Il Publication/Notice $90.00 ~
TOTAL REVIEW FEES (due at time of building pemut issuance): $ Zoo -ao
PLEASE NOTE THAT IN ADDTI'ION TO TfE ABOVE FEES, TI-IERE VVII-L BE ADDITIONAL LICENSING AND
PERMITTING FEES REQUIItED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY.
Signature of
Date 3 -z -3 -d I
Rc 06'03
CDPHE-WQCD Fax:3037820390 Mar 31 2004 13:07 P.02
STATE aF COLORADO
gill bwens, Covemar
Douglas H. Benevento, E?recucive Director
Dedicated to protec6'n$ dnd improying Ihe heaRh and environment af the peaple of Colaradv
4300 Chefry Creek Dr. S.
Denvep Caloredo 80246-1530
Phone (303) 692•2000 '
Too Line (303) 697a700
Locat¢d in Glendale, Colomdo
httplk/ww.Cdphe.mre.cro. U5
Maxch 24, 2004
Labnratory and ftadiation Services Division
ai oo L"'r srvd.
p2nver, Colotldo 80230-6928
(3 03) 69 2-3 09 0
Brian V. Nersen, Supezintendent
M. D. Building, Coxp•
3601 S. Huron
Englewood, CO $0110
303l761-2422
rtE; k5nal Y'ermit, Colorado ALscharge Peruit System - Stormwater
CerEification No: CORA36372, Je[ferson County
Basics
Local Contact: Bnsn Nasen, Superiutendent, 303/ 210A886
Anticipated Activitq's 03/2012004 through 03100005
Ou 1.125 acrea (1.125 acres di5turbed)
Permit Expirarion: 3123/2005 0:00:00
Dear Siz or Madam:
fficlosed ple9se fimd a copy of the permit cextification that was issued to you umder te Coloiado Water QnalitY Control Act
Your cezti.fication nndet ffie pennit requires that sptcific actions be pexx'armed at designated timea• You are legally obligated M
comply with all terms and conditions of your certificxdou
This certiScation will automatically expire on the dafe given above. 1f yotu project i$ not 5nally steblUzcd by tUat time, you .
must fill out and submit the attached Conshuction CertiSearion Exteaszan form at least 10 days before the cextlfication expires,
or risk being in violation of the Clem Water Act (On1y ceTtification disturbing less than 5 acres and lastiug less chan one yeax
automatically expae, all other certification nxust be inactivated.)
Note flist the stoxmwater permit for constxuction activities now covers conshuctian sites daswrbing dowu to oae acre (rhe
previous tlneshold was 5 acres). Effective July 1, 2002, any constntCtiOn activiry tbat disnubs at least 1 acce of damd (ui is part
of a larger common plan of deaelopment or sale that will distuah at least 1 acre) zanst apply for pexuut covetage.
piesse read the pe;mit and ceztification. If you have aay questinns please visit oux website at
hap;J/www.cdphestata.co_us/wq/pezmitsuaiWR'9cdAmt.hbnl, or coutaet N1at[ Czahor at (303) 692-3575.
Sinctr~ly)~
~/1
xRftyn Dalan .
stormwatcr prograv, cnarainazor
Permits Uai<
WATER QUALTI'1' CONI'ROL AAISION
$nclosuTe
xc: Regzonal Eouac[1 of Oovernments
T.ocalCoumty'AealthDepst'hment '
Distriet Bngineer, TecLwical5ervices, WQCD
petxmt File Fce FAe
CDPHE-WQCD Fax:3037820390 Mar 31 2004 13:08 P.03
Pezmit No. COR-030000
Facility No. COR-036372
PAGE l. of 17
CERTIFICATION
CDPS GENERAL PERlVIIT
STORMWATER DISCHARGES ASSOCIATED WXTH
CUNSTRUCTION
Coaxstruction Activity: The construction activity includes the conshuction of a 1 story pre-
engineez ed metal building.
This permit specifically authorizes: M. A. Building, Corp.
to dischazge stoxmwater fronx Che facility identiSed as Basics
wtach is located at: 13210 W. 43rd brive
Golden, Co 80403
latitude 3946/36, Iongitude 105/08/48 in Je£:Ferson County
to: Clear Creek
e£S'ective: 03/23/2004
Annual Fee: $449.00 (DO NOT PAY NUW. You will zeceive a prorated bill.)
FROM : NTM WRTER FAX N0. : 3032792865 Mar. 29 2004 12:56PM P1
~'-4-4-e_• k.. ~c-' .C to
CITY OF WHEAT HTDGE
CERTIFiCATE OF'aVATLR AND BEWEIt SER'VICE AYAILABII.TIY
1Vote to Applicant: A bvilding permit will not be Fssued withosrt thia Cerafleate sipad by the
Di&SL1CL Of A$9IIC]/ BllpplylAg 60T41CE6. TLllS CC[tISiC8t0 G.1A~7CGR amE yG37 rSOID ddtC 9$N-oVal
by suthariang~agent
Description
of Building
Date
" 5EWER
Namc of Dishict 'AI9 iHe, JV4 n . Indivifluel Septic Pemoit Yo.
6ewerScrvieeAvailable ()SawerSetviceNotAVaileble
COMMxav or
R'h'L'mR
~ Neme of Disttiat hrA -1~x b l~ ( ,~~1~'Tl9 . Cobiadn Well Pamit No.
SL'MCC AW1I6b7C ()Wyltl[ StlN1w14ULAVb11'Lb1C
COmmGLTS 0:
rn•.1 Gn•CT exiro or .row JG47CC7Crx`! xea tA.J 4 M~iNK~n,!
Seftson Co=ry HeaXm Dq)uftnrt (lF SFYlTG) suiluAmd Slmiatiux Date
Jeffe:soa CountyFlealth DeparCazat (!F WEI.T-)
Auffiodzcd $imature Dde
FINAL DRAINAGE REPORT
For
LOT 23
44TH INDUSTRIAL P.4RIC
VJheat Ridge, Colorado
March 10, 2004
Prepared fnr
MD Buiiders
3601 S. Huron St.
Englewood, Co. 80110
Contact: Dave Peterson
(303) 761-2422
Prepared by
ADG ENGINEERING INC.
770 W. Hampden Ave. Suite 250
Englewood, Co. 80110
Contact: Thomas L. Holben
(303)761-5142
(303) 761-5143 Fax
Project # 6595
C49~~ ~F W~~AT RIDGE
PUBLcC W~RKS, ENG €~EtERerv~
APPG~OVED FOR;
,Z f;RAINr't;°E ❑ S9DEWALK
❑ C:UR[3 <A GU:TER ❑ STPEEi
❑ ❑ S=LFl7C^v~v;Pt`v'I"ll ? ~
ccunc3 p. E~J,-nDt-T/av,Na
.✓..-.-..i-~.~..~ 3 zz e
DATC
SUEJECT:0 FlELi? INSPECTiONS
I hereby certify that this report for the drainage design for Lot 23 of 44'h Industrial park,
was prepared by me or under my direct supervision in accordance with the City of Wheat
Ridge Drainage Criteria requirements for the owners Yhereof.
'3 -l!-o~e
Thomas . Holben Date
Co. P.E. no. Z-71foo
asa ~ y
Table of Contents
TITLE SHEET - CERTIFICATION
TABLE OF CONTENTS
1. SCOPE OF PURPOSE OF REPORT
2. GENERAL LOCATION AND DESCRIPTION
3. PROPERTY DESCRIPTION
4. HISTORIC / DEVELOPED BASIN
5. PROPOSED IMPROVEMENTS
6. CONCLUSIONS
SITE DATA
VICIIdITY MAP
2
3
3
3
4
4
5
6
2
94'H Inductria! Park Lat 23 - I'rnal Drainage Report
1. SCOPE AND PURPOSE OF REPORT
The purpose of this report is to determine the drainage requirements for L,ot 23 of the 44"'
Industrial park in the City of Wheat Ridge. The existing drainage facilities are based
upon 5-year and 100-year frequency storms. All computations in this study are prepared
in accordance with the Urban Storm Drainage Criteria Manual by DRCOG. The Final
Drainage Report for 44'~ Industrial Park prepared by ADG Engineering, Inc. dated 7uly
24, 1998 was also referenced in preparing this report.
2. GENERAL LOCAT'ION AND DESCRIPTION
The proposed development property is located in the E1/2 Section 14 and the WI/2
Section 20, Township 3 South, Range 64 West of the Sixth Principle Meridian in the City
of Wheat Ridge, County of Jefferson, State of Colorado. The site is located on the south
side of W. 44'h Avenue, north of Highway 58, east of Eldridge Street and west of I-70 in
the City of Wheat Ridge. This site is on the north side of the Ciear Creek drainage. All
drainage from this development will go to Clear Creek. Land to the west is light
IndustriaUoffice warehouse and to the north is Mt. Olivet Cemetery, To the south are
gravel pits and to the east is I-70.
3. PROPERTY DESCRIPTION
The area of the development site is 1.03 acres. The eacisting site is mostly flat with grass
cover. The north side of the site above Reno Ditch is hillside with brush and tree cover.
The topography of the site drains from NE to SE across the Lot. The relief is from
447H Industria! Park Lot 23 - Final Drainage Repart
elevation 5468 NVJ corner to elevation 5459 at the SE corner. The site is currently
vacant. The present zoning on the site is PUD Light Industrial. The 100-year flood
piain does not affect this site.
4. HISTORIC / DEVELOPED BASIN
The historic drainage pattern for this site is sheet flow across the site from northwest to
southeast down to West 43`d Drive. The proposed drainage pattern is similar. The
only offsite flow is sheet flow across from 44`h Avenue, north to south across the open
space parcel down to the Reno Ditch and will remain unchanged. There will not be any
impact from offsite flows with the completed project.
The development of this site (Lot 23) is for local Commercial / Industrial services. The
site drains onto West 43"d Drive and flows East (1% grade) to cross pan, than south to
the detention pond. A single detention pond that collects runoff handles requirements for
this project for the westerly riwo-thirds of 44°i Industrial park and is Iocated at the west
end of the CDOT maintenance facility. This pond will release historic flows to the
existing storm drain under Highway 58. The 44t1iIndustrial Pazk Owners Association
will be the responsible party for the maintenance of the drainage system and erosion
control structures as necessary.
5. PROPOSED IMPROVEMENTS
Drainage analysis for this project is by the Rational Method for five and 100-year storms.
The composite five and 100-year runoff coefficients for the site have been calculated to
be 0.76 and 0.88 respectively. This is in keeping with the original drainage report,
44TH Indu.rtrral Park Lot 23 - Final Drarnage Report
developed for the entire 40' Industrial Park.
The design allows for a split down the middle into hvo basins. Basin A(west side) is
0.53 acres, and Basin B(east side) is 0.50 acres. Roof drainage has down spouts
Accommodating this design.
There is a concrete drain pan located in the middle of each parking lot, collecting runoff,
and directing it toward 43`d Drive. Basin A has a composite grade of 2.0% aud Basin B.
has one of 3.3%. The street is designed as part of the overall system to carry this
portion of the storm flows to the onsite (44h Industrial Parks) detention pond B.
Calculated combined five and 100-year flows for Basin A are 1.29 cfs and 3.31 cfs
respectively. Calculated combined five and 100-year flows for Basin B are 1.22 cfs and
3.12 cfs respectively.
6. CONCLUSION
Runoff from this site is consistent with that calculated in the overall (original) Drainage
Report. Onsite flows are directed to West 43`a Drive by swales, streets and gutters. No
onsite detention is required since runoff does not exceed that which was predicted by the
overall drainage study for 44`f' Industrial Park.
STTE DATA
Lot 23 total acreage = 1.02 ac Basin A= 0.53 ac Basin B= 0.50 ac
Building in square feet = 17,400 sf or 0399 ac
Parking in square feet=19,814 sf or 0.455ac (Basin A/ 10,764 sf and Basin B/ 9,050 s fl
Landscape in square feet = 7,653 sf or 0.176 ac
Composite Runoff Coefficient's
CS = (0.85) (0.399) + (0.88) (0.455) + (0.10) (0.176)
1.03
C100 = (0.90) (0.399) + (0.43) (0.455) t (0.40) (0.176)
1.03
= 0.76
= 0.88
6
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SCALE: 1" = 2000'
Mar 22 04 01:03p
ADDENDUM
STTE DATA - CALCULATIONS
Lot 23 total acreage = 1.02 ac Basin A= 0.53 ac Basin B= 0.50 ac
Building in square feet = 37>400 sf or 0.399 ac
Paridng in square feet=19,814 sf or 0.455ac {Basin A/ 10,764 sf and Basin B/ 9,050 sfl
Landscape in square feet = 7,653 sf or 0.176 ac
Composite Runoff CoefficienPs
CS = (0.85) (0399)+ (0.88) (0.455) + (0.10) (0.176) = 0.76
1.03
C100 = (0.90) (0.399) + (0.93) (0.455) + (0.40) (0.176) = 0.88
1.03
Tc L/ 1 SO) + 10 =12.50 min. BASIN A/ TIIvtE INTENSITY GRAPH = 3.2in./hr
5 year = 1239 min. BASIN B/ TIME INTENSITY GRAPH = 3.2in./tu
Tc L/ 180) + 10 =12.50 min. BASIN A/ T(ME INTENSTI'Y GRAPH = 7.1 in./lu
100 year = 12.39 min. BASIN B/ TIIvE INTENSI'I'Y GRAPH = 7.lin./hr
Q=C"I'A
QS = 0.76 * 3.2 " 0.53 = 1.29 cfs BASIN A
Q100=0.88"7.1'0.53=3.31cfs
QS = 0.76 " 32 * 0.50 =1.23 cfs BASIN B
Q100=0.88 • 7.1 "0.50=3.12cfs
8
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~
Gty oF Wheat Ridge \
Department of Public Works
March 22, 2004
DEPARTMENT OF PUBLIC WORKS (303) 235-2861
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
Mr. Thomas L. Holben, P.E.
ADG Engineering, Inc.
770 W. Hampden Avenue, Suite 250
Englewood, CO 80110
Re: - Review Comments of the Final Drainage Report, Grading & Drainage Plan, and Erosion Control
Plan, for the BASICS development (Lots 23, 4Industrial Park) received on Mazch 15 and
Mazch 19, 2004.
Dear Mr. Holben,
This letter is to inform you that the Final Drainage Report, Grading & Drainage Plan, and the Erosion
Control Plan for the above referenced project have been reviewed and approved for construction. Please
be aware of the following items regazding the consiruction of the project:
1. Erosion control for the project shall be placed in conformance with the NPDESBMP requirements
as set forth by the State, the Grading & Drainage and Erosion Control Plans as approved by the City
of Wheat Ridge, and shall be maintained as needed during the course of construction.
2. All drainage improvements shall be constructed in conformance with the approved Final Drainage
Report and Plan.
3. Upon completion of the drainage improvements the Engineer-of-Record, Mr. Thomas L. Holben,
P.E., sha11 provide to the City of Wheat Ridge a Drainage Certification letter stating that the grading
and the drainage sha11 function as defined in the Final Drainage Report and Plan, and the site has
been accurately surveyed to confirm the construction was completed in accordance with the
approved documents. The Certification Letter shall be written and stamped by the Engineer-of-
Record who prepazed the Fina1 Drainage Report, and shall be submitted for review and approval by
the Ciry prior to issuance of the Certificate of Occupancy.
4. It will be the responsibility of the of the contractor for the project to repair any damage to the
existing public improvements on West 43dr Drive as a result of related construction traffic in the
area. Also, the contractor will be responsible for maintaining West 43`d Drive on a regular basis
such that it is free of construction debris and tracking from construction traffic accessing the site.
5. It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable
for the scope of this proj ect, for subgrade compaction and other related material tests for those
improvements to be conshucted within the public Right-of-Way.
(SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS)
6. Priar to any conshuction of the public improvements, the necessary Right-of-Way Construction
Permit(s) and respective licensing will need to be submitted for processing by the City. A detailed
description of the work to be completed within the Right-of-Way and a Traffic Control Plan shall be
submitted for review and approval prior to the issuance of the ROW Construction Permit(s).
7. A copy of the NPDES Permit shall be submitted to the Department of Public Works prior to issuance
of the Grading/Landfill Pernut.
If you have any quesrions, please contact me at 303-235-2864.
Sincerely,
Dauid F. Brossman, P.L.S.
Development Review Engineer
CC: Steve Nguyen, Engineering Manager
Bill Weyman, Field Services Supervisor
Travis Crane, Planner
File (3)
CITY OF WHEAT RIDGE
MATERIAI.S AND TESTING REQUIREMENTS
FOR
CONSTRUCTION OF PUBLIC IMPROVEMENTS
DESCRII'TION
Materials sampling and testing for public improvements shall be performed by an independent materials
testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all
referenced specifications, standazds or policies shall be the latest edition as revised or updated by
approved supplements published and issued prior to the date of the building permit.
REQUII2EMENTS
All materials sampling and testing sha11 be performed by certified, experienced and qualified materials
testing technicians who work under the supervision of a registered professional engineer in the State of
Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated
certifications.
Soil classifications and moisture-density curves shall be provided to the Department of Public Warks
inspector prior to in-place density testing. Materials testing technicians sha11 furnish copies of failed test
results to the inspector as promptly as the results become available. On a weekly basis when testing is
being performed, the developer shall furnish the inspector with copies of all test results taken during the
prior week and a cover letter, signed by the supervising registered professional engineer, which
summarizes the results and discusses any failed tests or inconsistencies.
The City materials testing requirements are provided in Table 720-1. All testing procedures of
verification and centtallab requirements shall be as specified in the Frequency Guide Schedule of the
Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of
the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department
of Transportation Standard Specifications for Road and Bridge Construction.
LOT 23_13201 W 43rd Dr (BASICS) - approval.ltr.doc
Table 720-1
City of Wheat Ridge Materials Testing Requirements
Type of Test
Frequency
Remazks
Soil Survey (Classification),
1 per 500 feet of roadway or pipe
Surveys for roadway and trench
AASHTO M145
trench
may be combined
Moisture-Density Curve,
1 per on-site soil type
AASHTO method deternuned
AASHTO T99
1 per import material source
By soil or materials type
Embankment in-place density,
1 per 250 feet per lane per 6-inch
Miniinum density per soil
Colorado Procedures
loose lift
classification, Section 203.07
Roadway subgrade in-place
1 per 250 feet per lane
Minimum density per soil
density, Colorado Procedures
Classifica6on, Section 203.07
Sidewalk subgrade in-place
1 per 250 feet of sidewalk
Minimum density per soil
density, Colorado Procedures
Classification, Section 203.07
Pipe trench in-place density,
1 per 200 feet of trench per 18
Minunum density per soil
Colorado Procedures
inch vertical interval
Classification, Section 203.07
Aggregate base course in-place
1 per 250 feet per lane
Minnnum 95% of maximum
density, Colorado Procedures
Density, T180
L'une treated subgrade in place
1 per 250 feet per lane
No less than 95% of std. dry
density, Colorado Procedures
density and opt. moisture, T99
Cement treated base in place
1 per 250 feet per lane
Density in acwrdance with
density, Colorado Procedures
contract documents, T134
Hot Bituminous Pavement
1 per 1000 tons
Within specifications of
asphalt content and gradation
Approved mix design, binder PG
64-22
Hot Bihuninous Pauement in
1 per 100 tons
92-96% of maxiinum density,
place density, Colo. Procedures
T209
Concrete compressive strength
1 set per 50 cubic yazds
PCC pavement, shuctural
AASHTO Procedures
Concrete, sidewalks and curbing
Concrete air content and slump
1 per 25 cubic yards
PCC pavement, structural
AASHTO Procedures
Concrete, sidewalks and curbing
LOT 23_13201 W 43rd Dr (BASICS) - approval.ltr.doc
MICHAEL STOEFFLER
PLAN REVIEW 4 INSPECTIONS
PROJECT: Basics Etc.
ARCHITECT: Knthka Loptien
ADDRE55: 13201 W 43" Dr., Wheat Ridge, CO
CONTACT: MD Building Corp. / Mr. David J. Peterson
REFERENCE: Pro ject Number: 03-1100G
Mr. Peterson:
The following plan review is based on the 1997 Uniform Codes
and includes:
Valuation - $700,000
Type of Construction - Type V-NR
Occupancy - B / 5-3
The following will require response:
• A 96" access aisle is required on the passenger side of
each Handicap pnrking stnll.
• Provide raised platform detail for water heater at
"Utility 006".
• Mezzanine in "Basics" space is to be designed for 250
PSF storage load. Provide Framing Plan, bearing wall
locations and listing for Floor/Ceiling assembly. UBC
Chapter 16, 7
• Provide listing for ceiling under stairs at detail 2-A5-1
• Provide 48" High smooth, non-absorbent wall covering in
nll restrooms. UBC 307-1.2
• Tenant 8, Sheet M-2.- REF3 is to exhaust 3336 CFM
Min. At 1.5 CFM per squnre foot. UBC 1202.2.7
• Makeup c►ir louvers for Exhaust Fans are to be located in
the same room as the 53 occupancy. UBC 1202
• Tennnt 8- Door 508 is to be nccessible by way of a ramp
to meet Accessibility Requirements. ADAAG
• Provide roof to GFCI outlet within 25' of roof top
exhaust fnns. UMC, NEe
• Show Electric Service location and rooms former location
on Electrical Plan.
• Submit fire suppression system plnns.
• Design Criteria on Butler building plans and sheet 5-0.1 do
not match. City of Wheat Ridge =
Snow load = 30 PSF
Wind Speed = 90 MPH
Exposure = 0 B
Thank you for the opportunity to review this quality set of
plans. The Plnn Review fee for this pro ject is: $ 3,535.97
Please make check payable to:
Michael Stoeffler
126 Apache Plume Ct.
Brighton, CO 80601
Mar 12 04 01:14p PRIEST ENGIHEERIhG
NGINEERING, INC.
. • ELECTRICAL • CONSULTING •
ENGINEERS
6909 South Holiy Cirole, Suite 304
Englewood, Colorado 80112-1045
Office (303) 773-8773
Fax(303)779-8333
PRIEST aeTR4VELIN.CIX•i
Marcn11,2o04 ~ APPRO`J~11
Subject to Field Inspec:!o „
Building Department for the
CITY OF WHEAT RIDGE
7500 W 29th Ave
Wheat Ridge, CO 80033
Ridge Building Dept.
Date..3'..~.~ "Y
-'qn Checker
REFERENCE: BASICS ETC., 13201 WEST 43R° DRIVE
PROJECT NUMBER: 03-1100G
Dear Sir or Madam:
In response to the Ptan Review comments we have received on this project, we offer the following
response for consideration:
MBCHANICAL
Item 2 The water heater shall be mounfed on 19-inch high platform.
item 6 Ref 3 to be rated for 3336 cfm airflow in tenant space 8.
Item 7 The make-up air louvers for tenant spaces are located on outside walis above
the roof of the office space and are actually in the S3 occupancy space.
ELECTRICAL
Item 9 A weatherproof GFCI receptacle shall be provided within 25-feet of the rooftop
exhaust fan.
Item 10 The electric service shall be located outside the sprinkler room. The paneis are
shown on the drawings and are located in each tenant space.
If you have any additional questions or comments regarding the above referenced project, or if I
may be of some further assistance, please do not hesitate to contact our office.
Sincerely,
PRIEST ENGINEERING, INC.
-i~ L
~
~ .'~~•L~ ~.~'J~1'i
G. Brad Jenes
GBJldlp
CC: fil8 .t~m~t~qs
islx c F 31, ^ zow
303 779 8333 p.l
J' - . .
~ire Frotectiow District
Protectina Lives And PTOperty Since 1962
DATE: 3-2,01-o NO. OF PAGES (Inciuau,g Co,.er)
TO:
FAX NL7MBER: -ira --f - ~ s- s~
FROM: /'cI,
CONI\dENTS: /3Z'0 w K3 A~
4755 lsabell StrPPt •(:nldon annnQ . oi.,.,.,. lon'3\ 11-7n IM-10 _ r.__. I'ono'k o"o i')eo
S0 39tld 1d3Q 3'JIJ 1Nf10WaItld L9LT8LZ£0E 9h:TT ti00Z14Z/E0
M / •
~ire Protection D• ~sfr/
~ct
M. ~F-Protecting Ltves And Property Since 1962
Marct► 24, 2004
City of Wheat Ridge Buiiding Departmem
7500 WeSt 29'" Avenue
Wheat Ridge CO 80033
ATTN: Building Department
Re: 13210 West 43' brive (Basics Etc.)
40 Avenue Industrial Park
To W!►om It May CoACern:
This letter is in regards to plans submitted to this office for review and approval of the
8bove-mentioned project located in the City of Wheat Ridge. AttBChed are commems sent
back to the submitting cornractor. The one concem Faumount Fire Proteuioa District had
and wanted resolved prior to issuance of a building permit has been resolved, that letter is
also ettached.
The Fairmount Fire Protection District has po objection with the issuaace of a building
permit and construction to be8in• The otder items on my comcnern sheet can and will be
addressed as the construcrion process furthers.
No Fire Sprinkler System Permits or Fire Alarm Permits have been issued by the
Fairmourrt Fire Proteuion District at ttus time_ No permits from this office will be issued,
nor shatl any work proceed without these permits, until all criteria for submittsf from the
speci5c sub contractors has been met and approved by the Fa'vmouut Fire Protecrion
District.
If you have any questions or concerns Please feel free to contact me at 303-279•2928_
FIRE PROTECTION DISTRICT
1 ~
F' ctor
47551sabell Street • Golden, Colorado 80403 • Phone (303) 275-2928 • Fax (303) 278-1252
L0 3917d 1d3Q 36I~J 1NIlOWJIt7-~ L9ZLSLZ60E 9b:SI 400Z(bZ/E0
f X'M"NTFire Protect~•vn 1~i rsfi-~ •ct
Protecting Lives And Property Since 1962
FIRE pREVENTION BUREAU
The following information and comments shall appear and be addressed on all
Pceliminary and Final Developmeat Plans.
Building Name and Address, Convactor and Design Team Names, Phone Numbers and
Addresses. Square Footage, Construction Type and Occupancy Classifications, Graphics
5cale, True North shall appear on all submitted plans.
1. All fue apparatus access roads capable of withstanding imposed loads of our
fue appazarus shall be installed prior to any above ground construction. Plans
showing proposed roads, dimensions and matecials skiall be submitted for
approval.
2. All access roads, temporary or of permanern type, shall at no time have
minimum required width aAd overhead obstructed.
3. All temporary fire appazatus access roads made of non asphalt material shell
be maintained at all times to provide needed depth of matetial as compaction
and weather erode access. Continual grading and filling to eliminate any ruts
aad pot holes may be needed.
4. All required fire hydrants shall be installed, flushed and operational prior to
any above grade consrivccion. Plans showing hydrant locations, style to be
used and uaderground piping sha11 be submitted for approval.
5_ plans for required Fire Sprinkler Systems shall be submitted to this office for
approval and peimit by the Fire Sprinkler Contractor in accordance with the
pFPD Fire Sprinkler System Pian Submittal Checklist.
6. Plans for required Fire Alarm Systems shall be submitted to this office for
approvai and permit by the Fire Alarm Contractor in accordance with the
FFPD Fire Alazm Syscem Plan Submittal Checklist.
7_ Knox Box(s) for buildings with Fire Sprinlcler Systems and or Fire Alarm
Systems shall be installed. Kaox Box applications are available and shall be
picked up at FFPA Headquarters 4755 Isabeil Street.
8, Temporary Building Address: A temporary building or individual residential
structure address shall be posted in an unobstructed location viaible from the
sueet until permanent mimbering can be 4ffixed to strucn►re-
9, Any additional commcnts arising during constn:
4755 Isabell Street • Golden, Coloz-ado 80403 • Phone (303) 279-2928 • Fax (303) 278-1252
£0 39tid 1d3Q 3JIA 1NflOWbItlA L5ZT8LZ£06 9b:'[T 400Z/bZ1E0
ffi~ire Protecfion District
1962
Plan Review Comments Sheets
Date: Il " a
Project Name: 3,45ics
Project Address: / 3 z• o 4-+ 3 D4'
Building Department: ~ef" r rc
CO[IlIDC11tS et
,.ixry 44-FP k<'ea•s--Ks.w's / SEEYfr77~'C~7~p/
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I CGi/od •vr=e" .~.~N.n~7a.u rJ.-J ✓'gE 4.v &cjc'sss t~...~ ro-r.Nvc .z2c~
/.cl A,slDi•vp RECT9'. /~iE'criDf f~ri/ if~DC~.S f'~A'7~•rCrc4'~S ~G✓f'+Y✓lffi~l'CG t«"4~C.SrIJ1C~
41t ./1.9./f ✓~r.a/eei_c.Y f GGG~'~'~7a"'~ ~•~~i?w.~<.~7'~cALI 7 .0
mu..1+ucv
C.v.~ s'n e/e.7c--.~ ( 0?.C`' +✓t Cr.1~^fs Pe..A~ r:« c eT' w f lT.~f" J e s~
T 1' lfG
-_T
b0 39tld - 1d3Q 32JIA 1Nf10WaItiA Z9ZL8GZE06 9b:TT 400ZIbZ/60
0312412004 05:25
93/20/2804 09713
~S L
.
303-7615340
303-277-9119
Mt[Ch 23, 2004
FdtmoM r)[e Protaetion Diatrict
GO Mr. Toay Lirrrmi
4755 I6tbd1 SVeet
f;nldfni, CO R0603
Dov W. Ligr'stacll
MDBUILDERS
BASICS RMC MlDt'N
PqM 02
PAGE 01
This is te doeummit die imended aeo ivr au buildlog tv be cmtrucied at 13216 W. 43" Drive,
9Vhcauidr, Cotoredo. In oopeull6on with our enintects" aa te the pecmjtted um under au S 3
ocapancy wa w1U aot be umg or pezmitting the 3tom4e of any hswdow or flemraabls moterids
1n exee,t' er chet aUo+*rcd tinder thea oaoupency grwp. AU oeaams' acavitiga wi11 be liroked by
contracl to tho9e permiseible in thie (S 3) oavpancy, ,SII use whieb would fhll under tg H
Ocwpent,y gri,up will ayw;iGcally pnahi6SL06 iA Olu 108810g dD0Y111d1CS.
7'1u loadinp wee ie epocs"ly fior our uee oa a oovcrcd loedin6 dock oniy asW not for perkia,$ uf
vehicle3.
Plsase feel fnieto caq aite ar aa buiider (uID Buildera 303-761-2422) Ifthero ie mtythina elme you
require.
9incerely,
C~/iZ49-P !
lluax 14oy~ d
307-277A127
90 39L7d 1d3Q 32JIJ 1Nf10W?JItli Z9Zi8GZ£0E 9b:TT b00Z/bZ/E0
. . . . . . . - . i
. . _ . . . . . . . i
:KATHKA • LOPTIEN '
A PROFESSIONALCORPORATION
MI*ECiU RE . VfwMl. e . .Yi[F OR J[SIGH " . I
A P~'~ ~\J ~e tions `
1580 uNCOLN sTneer swie 1130
DENVER, COLORADO 80203 - $UbjgGt t0 Fiel d ~~~SP . . .
303.832 4467 PAX 303-.832 6079 Wheat Rid9o ~uilc:ing [)epk'. a
9 March 2004
pate
Mr. David Petersou
MDB Corporation ned... .
S'ig >Vv~ - '
P.O. Box 1812
Englewood, CO 80150 "
RE: Response to Wheat Ridge Plan Review Comments; Basics - 43`d Place, Wheat Ridge, Colorado i
VIA: FAX to 303-761-5340
i
David:
;
We are in receipt of the plan review notice for the above referenced project and offer the following comments in ~
response to items #1 thru 5 and item #8:1
: i
I
#L• We will comply with this requirement for a 96" access isle on the passenger side aEeach ITandicap parking
stall.
#2: The contractor will build a 6" high raised concreYe pad 20" wide by 43" long on wliich to set the water ;
Fieater.
#3: Upon further anelysis of the areas of the 3asics tenant spacz, we believe that the office area (B Ucc) need ;
not be separated from the storage area (S-3 Occ) per UBC 302.1, exception 2.2: The azea of the B- ~
occupancy is 1094 SF; tha total area of the S-3 Occupancy is 4833 SF (main flec,r p;us mezzanine). The ' I
office area is 22.6% (1094SFi4833SF) of the area of the major ase and'therefore does not exceed the 25% ~
limitation for administrative space. !
. #4: The drawings sltow 5/8" Type X gyp boazd on the utility c[oset side of the framing. We believe tliis meets (
the requirements of Section 1003.33.9, 2°" pazagraph, which states: 'Bxcept where enclosed usable space
under stairs is prohibited by Section 10053.3.6, (applies to exit enclosures only) the walls and soffits of ~
such enclosed space shall be protected on the enclosed side as required for one-hour fire-resistive
construction." It should be also noted, that this space will be protected by an automatic sp;inkler system.
#5: The contractor will install FRP panels to a height of 48" AFF on the wet walls and retuming side walls in
tlie toilet rooms per UBG 307-1.2. ~
#8: In order to an accessible path to Tenant 8 spaces, the contractor shall insfall a 3'-0" x 7'-0" door number '
803 in the east exterior wall of the Tenant 8 space adjacenfio door mark OH8. This man door shall meet ~
all of the accessible7equirements of ANSI A} 17.1 and the UBC, 97 EdiEion. ~
i
. . . . . . . . . . . : . . . . . . . i
P ease don t hesitate to call if,xtp,~ah/a~u!a'~,~~y questions. ~
. . . VF tILP
1 .
c ta;aiiy,
K thka • op en
r _ I
V T9M0THY ; i
TA _ i
T. . Kathk
Register Arc itect : ~~8 1128 >1
`
~ .
. . . . ~~/ll!{11111114\\\~~` " . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . - . . . . . . . . . 1
WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS
One layer yz^ type X
gypsum wallboard or gypsum veneer base applied at right angles to
resilient furring channels 24° D.C. with i" Type S drywall screws 12" o.c. Gypsum board
end joints lorated midway behveen continuous channels and attached to additional
pieces of channels 53" long with screws 12" o.c. Resilient furring channels applied at
ngh[ angles to 2 x 10 wood joists 16" o.c. with two 4d coated nails, 1 yz" long, 0.080"
shank, and 7/32" heads, per joist. Wood joists supporting 1° nominal T& G wood subfloor
and 7" nominal wood finish floor, or s/e" plywood finished floor with long edges T& G and
's/sz" interior plywood with exterior glue subfloor perpendicular to joists with joints
staggered.
WOOD JOISTS, GYPSUM WALLBOARD
One layer s/e" type X gypsum wallboard or gypsum veneer base applied at right angles to
rigid furring channels 24" o.c. wi[h 1" Type S drywall screws 12" o.c. Gypsum board end
joints located midway belween continuous channels and attached to additional pieces
of channel 60" long with screws 12" o.c. Rigid turring channels applied at right angles to
4 x 10 or double 2 x 10 wood joists 48" o.c. with iwo 1+/4" Type S drywall screws at each
joist. Wood joisGS supporting 1+/e " T& G plywood floor.
WOOD JOISTS, GYPSUM WALLBOARD
Base layer 5/e" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24"
o.c. with tya" Type W or S drywall screws 24" o.c. Face layer s/e" type X gypsum
wallboard or gypsum,veneer base applied at right angles to joists with 17/e° Type S
drywall screws 12" o.c: af joints and intermediate joists and 1112" Type G drywall screws
16 12" o.c. placed 2" back on either side of end joints. JoiMS offset 24° from base layer
joints. Wood joists supporting 1J2' plywood with eMerior glue applied at right angles to
joists with 8d nails. Cellfng provides one hour fire resistance protection for wood
framing,.including trusses. -
This Space Left Blank
Approx. Ceiling
Weight:
2 psf
Fire Test:
UL R3501-29, 3-23-64,
UL Design L515
Sound Test:
NGC 4070, 3-21£6
(Re¢ 12-23-70)
IIC & Test:
38 (63 C& P)
NGC 5076, 3-17-66
Approx. Ceiling
Weight: 2.5 psf
Fire Test: UL R7319-47, 5-8-63,
Approx. Ceiling
Weight: 5 psf
Fire Test: FM FC 172, 2-25-72
Sound Test: Estimated
GA-600-2000 iC~ntact 1he manufacturer for more detailed information on proprietary protlucts, 109
ADG ENGINEERING, INC.
, Consulting Engrneers
& Land Surveyors
770 West Hampden Avenue, Suite 250
Englewood, Colorado 80110
Phone: (303) 761-5742
Fax: (303) 761-5143
PROTECT: BASICS # 03-11006
ADDRESS: 13301 W. 43"D DR. WHEAT RIDGE, CO
FOR: MICHAEL STOEFFLER
PLAN REVIEW & INSPECTIONS
03-11-04
WE HAVE RECOGNIZED THE HANDICAP PARKING SPACE TO HAVE A 96"
ACCESS AISLE ON PASSENGER SIDE.
WE HAVE TWO SUCH Pf1RKING SPACES, ONE ON EACH SIDE OF THE
BUILDING.
OUR PLANS HAVE BEEN CHANGED TO REFLECT THIS REQUTREMENT.
IF I CAN BE OF FURTfER ASSISTANCE, PLEASE CALL ME.
~
THO S 75HOLBEN
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KEY PLAN
SPECIFIC ERECTION DRAWING LIST
THE DRFMiNGS L15IED BELOW H4VE BEEN CREATED BY COMPUIER
SPECIFlGLLY f'OR YOUR ORDQt TO ASSIST YOU IN PUf7iNG UP YOUR
BUILDING. iH6E SPEqFlC EtEEC110N DPAWINGS ME THE S4AIE SIZE
AS THIS SHEEi ANO GN BE IOENIIFlm INDMOVqLLY FltOM iXETITLES AND DRAWING SEQUENCE NUMBERS
THAT MPFpR IN THE LOWFR RIGHf IWND CORNEt OF FACH DRAWING.
qUMHC TIIF.
IG FlIE N0.
ROOF
a~ o2/ts/nz
SECONDAf2Y STRUCTURAL
duwxcxwerxRExsox
FRAMING PWV
p 83-123456-05L 02 TITLE-~ LDRAWING ~
THE lE4R DURING WHICH YOUR SEQUENCE
°RD°` W`s °'E"m NUMBER
THE BVRFR OROER NUMBER j OF YOUR OqDQt REVISION IEVEL OF THE DRAN7NC.~
IF THE DRAWINC F415 NEVQ2 B@1
' . REVISm. 00 MPEARS HERE
- SHEEf e
DfSIGN CRITERIA SUMMARY
The 1997 elitbn of the 'Unifortn BulEirq
'
CoEe
by the Intemationol Conferenee o(
Wil&rg OHiciola (ICBO),
Buiidi~g Uae Category
4 l~1ERpL U
~
~
Collaterol Laatl .
pp ~
3
Roaf Panel Deod Load
1,20 pd
uWw Lom
noot U. Loce
yQ Pg
Tnbutory LoaC Reductim (Y/N)
y
S110M LppC
CrounE Snow tmd (Pg)
Smw Importancro Faetor (1j
1.00
Soow Fxpasure Factor (G)
OJO
Fxpoeuro M Roof .
parUal EyPoeed Rf
Tmrain Cale9°7
. B
Tharmal ConTiGon
Normal
Roin on Snov Lood
Rooi Smw looE (PQ
30.00 Vs(
trM Lo,a -
Wnd SVeed
84 mPh
WinE Importance Foetor
1,00
Enclowre qoasffi-otion
EncTpyb
Y(nd Erpoaure Faetw
B .
Seiamic Lood
Seiemic Z.
~
Neor Source Factor (Na)
~ pp
.
. Neor Souma Poator (NV)
7
pp
Seiamie Pertarmonee Cateqory
Shc Profile Type
Bmic Struw Seiemie Ra. Reeponae De}latlon
Syatmm
Bmdr
Mod. Faetor Amp. Facior
g
9~1d
g.
Frtn. Corieentriwlty
5.60 3.920
Syatem bmcetl trvmes
Main Fra
m
m
Mommt-Ren. Ordinary rtroment
4.50 3.750
F~m. Syetem iramm of eteei
MalysA Procedme E9VwImt lolmnl Fmu Procadme
uc~rsn~-i. 0~i sx~ = sH~ z'
u
FIELD WORK SUMMARY -
cTUnu ~vnon - sH¢r i
n
UCfURI1 ElF/A
110N - SHEET 2
sH¢T~
'
WqLL SECONDARY
- SHEEf f EET
y
Flypppe FlE1D LOG7E HOLES IN FAVE SRiUT Fpq ppOR PoSf CONNECIION.
JCTURPLEL
ATION DEfAIL SHEEf - SHEET 8
JCNRAL EIEVATION UEfNI SHF~ - SHEE7 7
fW00{p FlE1D LOfA1E Fip{ES IN OOOR Ppy7.
Z .
H
~
INR~R P
FW0058 Fl
yd pT IMERMm1AlE SIDEWWl CpLUMN WIiX
- S
E
Ef
~
AWAC
5~
- SHEE! 3
- SHEEf t
.
FM0072 FlEID WOPo( Glpf CFLWNEL. AT DOOR PoS7. .
- SMEEf 2
SUPPLQAEMING 7HESPEqFlC EREC710N DMNiNGS 1151Ep ARE
SEVEPAL CENFRPL QlECIIDN DFNWINGS CALLm 'plpNpGpqpXS•,
SEE THE DPAWING 10.SNIFEST FOR A COMPLETE USf OF 7H6E
DINN7NC5.
COVER ORAWING NOTES
N0.
0-40
T{~~~W ~\\AAJ
L .
NOt FOY' COIIS1:C11Ct1011
~Q
BUTLER MHNUFqCTURIN6
COMPHNY
GENERPL OFFICES-K11NSq5 CITY. M75SOURI
PROOUCT OF THE
~ULllL01_Ll.=/~
ORDER ENGINEERING
SYSTEM
SfNlM NOlES: -
CD0001NDATTACH PATTENI' PUTE 00]849 T[I THE WEB OF Ml IMFFN
mIR7E FRMIE
. COLUMN A
fYEIEVEL
C000D2 PAfiiS SHOWN MAY BE UPCRMm Dl1E TO SfANpMp2ED FPBRIGTIpL
REfFR TO THE SHIPPING MrWIFFST FOR PoSSIBLE SUBStRU710NS.
C00013 IF tH6E DFAWINGS ARE SENEO, iHE SFAL APPLIES ONLY TO THE
IMTERWS SUPPLIm BY BUILER MFC. C0. AND IS NOT IMENDm A$
THE SFAL OF THE ENGINEQt OF RECORD FOR THE EMIRE PROJECT.
CA0017 MAiFRINS - ASIN D61GNA710N .
S1RU4T PIATE i' @ L&55 A529 AND l572 FY = 55 K51 (GRqDE 55
SRiUCf PWIE OVER 1 A529 PND A572 fY - 50 N51 (GRADE 503
L1GM COID FORMW EOUN TO A7077 }Y = ep Ip7 (GRROE 6pJ
ROOF AND WALL PONE15 A853 ANO A782 GPAUE 50. W. 80
RWND IUBE A500 GRqpE B FY ~ 42 K51
SOUAftE NBE A500-CRME B FY ~.46 KSI
BRACE RODS 3/4' 4 LE55 /510 GRADEf01B
BRACE RODS OVER 3/4' A572 GRADE 50 oR GREp7Eq
C00028 f/2' DLl BOUS AND NU75 ME FlIRNISHEO AS pN ASSp,~gLY. 1HE
6MWINGS Gl1 OVf iNESE BOL15 AND NUIS BY 7NpR COMGONENf NO'S.
ASSEMBIY COMAINS 0097481 1I2)(1-1/4 BOLT 7OW5085) pND N~R (00950D2~ "
0097482 1/4X7-1/4 THN HO BOLT 0096fi36) AND NVf.00950J2)
0097463 1/2X1-1/2 BOLT (0095195 PNO NUf (0095032 009746{ 1/2X7GAI.V 90LT (00 5J31) 15~03 ) - 009]465 1/2%2 A~25T BOLT (0097T80) MIO 0095
C00027 HIGH StRENGIHgOITIHG; ALL HICH SI{iENGRI BOLI$ ppE A-325-T WIiFI HFAW HIX NU75 AND ARE
TO BE INSfPL.m USING THE SNUG IIGHf MER10D SPECi'nED IN THE
"SPECIFlCATIDN FOR STRUCNAAL JOIMS USING AS7M N25 pR A490
BOLlS', PUBtJSHm BYRCSC, DAlF37 JUNE 23, 2000. SNUCa 11GM
CONDRION IS ATTPINFD WIfH A FEYI IMPPL7S OF PN IMPACT WREHCH
DR THE NLL EFfOfiT OF PN IRON WORKER USING AN ORDIWIRY SPUD
WRENCH N BRMG THE PLIES IMO FlRM COMhCf:
120X145X18 MRF
MD BUILDING CORR . &4SIC5- 30# RoofSL + 3//CLL
ENGlEWOOD, CO WNEATRIDGE, C084 MPH EXP B UBC 97
. SEISMIC ZONE 1
COVER DRAWING
D 04-113696-00
OC
m f ¢ EN
SSO7 0 . . .
. Z - 26) 0 . SSOO317-1 10
-0 (Z) <D (1) <Z> (2) <Z> (1) . . .
550317-126-6 550317-110-0 550317-074-0 550317-110-0
0 (3) <j> (2) <7> (1) <Z> (2) <X> (Z) <Z> (2)
- Q 530889-239-4 530889-299-4 530923-134-0 53W23-162-6 530923-182-6 530923-162-6 Q
~(n W ♦ ♦ R . . .
K487 K18118 - N4B118 - - - - K48128 . K4B728 K48128 - - K48104 . . .
~ 0 ES ~ (7) 0 (1) 0 (1) ~ (1) . .
~ . 540.525-2J9-4 510525-288-4 540525-299-4 510525-299-4 510525-299-4 540525-299-{
° OO (a) ~ OO (iz) OO (1z) OO (iz) O (iz) O Uz> OO (iz) ~ <D (z) ~
N 550303-025-2 I 530901-275-4 530901-335-4 530901-335-4 5:50901-=-4 530301-335-4 530907-335-4 ~ 5 3295-211-2 H .
O N N O
O
Om-g K~aio ~ ~ . ~ A M .n B K~aioa -Om .
0
. 4 05 -2292 ( I SSOO295-229~ 2 N I I
IUF K4817 ~ ~ K48134 . . K48134 K18134 . .~K48112 -iCJI .
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Q r r 550295-129-2 . M M ^ 550295-229-2
O Y Y
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- . . . 1 02 (3) 53W01-2]5-4 530901-335-4 S309D1-335-4 530901-735-4 530901-335-{ 53090]-335-4 ~ (2) I.
0 550295-2N-2 1 . . . ~ 550295-211-2 b X2. c,l O c,) OO c~) O t~l O c,) "
-239-4 540525-289-4 SW525-299-4 510525-299-4 540.525-299-4 510525-299-4
K481 _ _ K48N8 _K18116_ _ _ K4812B_ _ _ _ K48128' _ _ _ K18128 _ _ _ -K18704 .
. . ~ o . . W* OR . . o. ~ . .
<Z> (3) <Z> (Z) 0 (Z) <Z> (2) <E> (2) <D (2) . . . ~ ~ - .
530899-139-4 . 530923-162-6 530923-138-6 570925-150-6 . 530923-150-6 530923-150-6 w . . .
- iV
p <Z> (1) 0(1) <Z> (i) . (2) 0 (i) . . .
550317-110-0 550317-110-0 550317-110-0- 550317-038-0 550317-110-0 '
~ rn . . 07-060) -0 07-110-0 . .
N9
O
'I
O
Oq . . . . . . . .
~
• a ONLY THE FOLLOWING TYPES OF PAR75 ME CPLIID OUT OF lHE SHNCEOUf PLAN. O7HEFt PPIt15 ME SPEqFlm ON THE ERECf10N DRAYANGS: . . .
-2 COLUMNS PND ROOF BFAMS SECONDORY PAFiTS PRE: Q FAVE STRUf, Q TR1155 PURLIN, Q C-SEC110N, 02 2-SEC110N R - BRACE BAY OR SECTION = W. WP, w PF (W - WPLL R0M) (WP - WIND POSn (PF- PQRTAL fRMAE)] [ R= Raof ]
j
-
° RENSION N0. 1 REVISION N0. 2 ~ BUILDER: PRQIECT: BUILDING ORDER DESCRIP(ION: DRAWiNG 11TLE: DRW: BAWISELY ENC%,11
CHK MTE: /02/04 120X145X18 MRF
BUTLER MRNUFRCTURING MD BUILDING CORR SASICS-30N -Roof Sl 3NCLL SHAKEOUT DRAWING NUMBQt: REV.
~E COMP NNY OROER ENGINEERING ENGLEWOOD, CO WHEATRIDGE, C084 MPH fXP 8 UBC 97 PLAN GENERflL OFFICES-KRNSRS LITY. MISSOURI SYSTEM sEisMic zoNe 1 D04-113696-OOA 00
EW
•
0
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Mii
• fI ANCHOR BOLT PLAN
STANDPRD NOTES:
PB0007 GIVE TOP OF FOUNDATION A TROWEL FlNISH. THE FOUNDATION MUST BE
SOUME, lEVE1, ANO SMOOTH.
A80009 ANCHOR BOL15 MUST BE LOGlEO BY MFiWS OF A TEMPIAIE. DO N0T
HAND SEf PNCHOR BOLTS:
AB0010 PNCHOR BOLiS MUSf BE A57M F1554, GRFOE 38. .
A80013 USE RENFORCING SIEEL AS REAIIIREO, PROVIpE FOR HORIZONTAL LOPD
ON ANCHOR BOLlS.
AB0011 i«:i. ~i: 0 N
ftIG10 FRAAf6 H4VE BOTi NORROMAL rW0 VERi1GL REPLIIONS ACiING
AT 7HE fl4SE Of 1HE COLIIMN. IN SOME ClSES THE HORIZOMAL fORCE
IS GREATER THPN THE VEftfICRL A FOUNDATION DESIRNm FOR A
CONVEMIONPL SIFiUCNRE YALL NOT BE 54115FACfOftY. FNLURE TO
MPl(E AOEOUATE PROVISION FOR THE HORROMAL 7XRUSf CAN RESULT IN
FOUNDATION FAILURE
PB0015 FOUNDATION DESIGN AND ANCHOR 90L15, NUIS AND WASH65 ARE NOr
FURNISHm BY BURER. PROPQi QABEOMEHr LENGTH MUSf BE 061CNm
BY FOUNDATONDESIGN ENGINEQt.
AB0016 REfER TO WALL PANE1. ANCHOR BOLT DFkWING FOR SPECIFlC EDGE OF
FOUNDATION DETAllS. AB0017 THE SOf1D BIM.K SYMBOL 061CtUlES A BRACm BAY OR SECIION.
~
-8
-o
~
-e
PROOUCi OF THE
rnwc~i:
6111LDING OROQi DESCRIP110N:
DPAWING TIRE:
DRW: B,~WISELY ENG/
~
~
~
O
~
120X145X18 MRF
SPECIFIC
CHK: ✓ DRIE 03/
/04
e u i LE tt M H N U F N C T U R I N G
MD BUILDING CORP.
BASICS-
30# Roof SL + 3#CLL
ANCHOR BOLT
DRAWING NUNBER:
REV.
L
ar~ian er:
aEaan er
S
OROER
ENGIN
EERING
ENGLEWOOD, CO
WHEATRIDGE, CO
84 MPH EXP - B U8C 97
DRAWING
GENERflL OFF[ E
KNNSflS irr, nissouei
S STEM
SEISMIC ZONE i
D 04-1 13696-01
00
0
•
~
F_T_T__T
Gb b b
ENDWALL FRAME AT SIDEWALL GRID 1
_T
b
_
T_
cb
_1
b
.
A
B
C
D
E
F
G
H
V
Z
V
2
V
Z
V
Z
V
Z
V'
Z
H
V
Z
.
OL
DEAD LOAD
0.04
0.84
0.00
1.16
0.00
1.14
0.00
1.30
0.00
7.14
0.00
7.18
0.00
-0.04
0.64
0.00
CLL
LOLLATEWL LOOD
O.W
0.37
0.00
0.]]
0.00
0J4
0.00
OJB
0.00
0J4
0.00
0.77
0.00
-044
0.37
0.00
.
SL
SNOW LOPD
0.36
3.74
0.00
7.79
0.00
7.48
0.00
7.86
0.00
7.46
0.00
].]9
0.00
-0.36
3.74
0.00
WLL
WINO LOAD LEFf
-1.83
-1.81
0.00
-121
0.00
-231
0.00
-2.27
0.00
-1.71
0.00
-3.85
0.00
-1J4
0.32
0.00
. -
WLR
WINO LOAD RIGH!
127
-0.22
0.00
-321
0.00
-1.87
0.00
-2.14
0.00
-2.48
0.00
-0.57
0.00
2.29
-236
0.00
EO
SOSMIC LOAO
-0.33
-0.38
0.00
OAu
0.00
-0.09
0.00
-0.02
0.00
0.14
0.00
-0.87
0:00
-0.49
0.56
0.00
SLL
MIN SNOW LOAD LEfT
027
3.65
0.00
7.85
0.00
7J0
0.00
5.89
0.00
3.49
0.00
3.84
0,00
-0.27
7.96
6.00
-
SLR
MIN SNOW I.OAD RIGHf
0.27
1.96
0.00
3.04
0.00
3.49
O.OU
5.89
0.00
].]0
0.00
7.85
0.00
-0.27
3.65
0.00
EWP
EW WIND PR65URE
0.73
-1A8
0.80
-2.11
1.72
-2.10
1.84
-2.06
1.93
-2.10
1.84
-2.11
1J2
-073
-1.18
0.80
.
EWS
EW WINO SUCRION
0J3
-1.78
-070
-211
-1.50
-2.10
-1.61
-2.06
-1.69
-210
-1.81
-2.11
-1.50
-0.73
-1.18
-0J0
PSF
PATT SL FlRST SPAN
024
3.91
0.00
4.19
0.00
-0.58
0.00
0.11
0:00
0.03
0.00
-0.32
0.00
-034
0.28
0.00
PSL
PAIT SL IAST SPPN
0.24
OTb
0.00
-0.32
0.00
0.03
0.00
0.11
0.00
-0.56
0.00
~ 4.19
0.00
-0.24
3.91
0.00
P51
PAR Sl SPPN W-1
024
3.91
0.00
4.19
0.00
-0.56
0.00
0.11
0.00
0.03
0.00
-0.32
0.00
-0.24
0.28
0.00
P52
PATf Sl SPAN W-2
-0.07
-0.46
0.00
428
0.00
4.32
0.00
-0.67
0.00
Od8
0.00
tlA5
0.00
O.W
-0.07
0.00
.
P53
PATf SL SPPN W-3
0.01
0.11
0.00
-0.55
0.00
4.18
0.00
4.45
0.00
-0.68
0.00
Q.14
0.00
-D.01
-0.01
0.00
P54
PATf SL SPAN W-4
0.01
-0.01
0.00
0.14
0.00
-0.69
0.00
4.45
0.00
4.18
0.00
-6.55
0.00
-0.01
OA1
0.00
P55
PATT Sl SPAN W-5
-0.07
-0.07
0.00
0.05
0.00
0.16
0.00
-0.63
0.00
4.32
0.00
4.28
0.00
0.07
-0.48
0.00
.
PS6
PATT Sl SPAN W-8
0.24
0.28
0.00
-0.32
0.00
OA3
0.00
0.11
0.00
-0.56
0.00
+.79
0.00
-0.24
3.91
0.00
MRX. POS. REACiION
1.62
4.75
0.80
9.78
1J2
9.59
1.84
9.94
1.93
9.58
7.84
eJ8
1J2
235
4.98
0.80
MA%. NEG. REr1Cl10N
-1J0
-1.18
-0.70
-2.05
-i.W
-1.17
-1.81
-0.97
-1.69
-1.33
-1.81
-2]0
-1.50
-2.09
-172
-0JO
.
.
b b b b
ENDWALL FRAME AT SIDEWALL GRID 7
~
b
b
.
b
FR4ME AT SIDEWALL GRIDS 2
b (t)
& 3
G
F
E
D
C
B
A
A
D.
G
H
V
Z
V
2
V
2
V
2
V
Z
V
Z
H
V
Z
H
V H
V
H V
OL
DEAD 1W
0
04
0
84
0.00
1.18
0.00
1.74
0.00
1.30
0.00
1.14
0.00
1.18
0.00
-0.04
0.64
0.00
DL
OFAD LOAD
0.95
292 0.00
7..18
-0.95 292
CLL
COLL4IERAL lD4D
.
0
04
.
0
37
0.00
O.TI
0.00
0.74
0.00
0.78
0.00
0.74
0.00
Q.TI
0.00
-O.W
0.37
0.00
CLL
COWIERAL LOAD
0.75
225 0.00
5.00
-0.75 2.05
SL
SNOW LORD
.
0
36
.
3
74
0
00
7
79
OAU
7.48
0
00
7.86
0.00
7.48
0.00
7.79
0.00
-0.38
3.74
O.OD
SL
SNOW LOAD
7.10
20.48 0.00
49.05
-0.10 20.18
WIFi
WINU LOPD RIGHf
.
1
74
.
0
32
.
0
00
.
-3
85
0.00
-1.71
.
0.00
-2.27
0.00
-2.31
0.00
-1.21
0.00
1.83
-1.8i
0.00
WLL
WIND LOPD LEfT
-5.93
-6.23 0.00
-13.80
-1.19 -5.76
Wl1
WIND LOPD LEFT
.
-229
.
-2
38
.
0
00
.
-0
57
0
00
-2.18
0
00
-2
14
0.00
-1.87
0.00
-3.21
0.00
-1.27
-022
0.00
WIR
WIND IOID RIGXT
1.19
-5.18 0.00
-13.80
5.83 -623
EO
SEISMIC LOPD
0.49
.
0.56
.
0.00
.
-0.67
.
0.00
0.14
.
0.00
.
-0.02
0.00
-0.09
0.00
0.45
0.00
0.w
-0.38
0.00
Ea
SOSMIC LOOD
-0.91
70.23 0.00
0.00
-0.81 023
SU2
MIN SNOW LOAD RIGFiF
0
27
1
98
0.00
3.84
0.00
3.49
0.00
5.89
0.00
7.70
0.00
7.85
0.00
-027
3.85
0.00
SLL.
MIN SNOW LOM LEFf
5.33
21.08 0.00
38.79
-5.33 9.63
SLL
MIN SNOW LOPD LFFf
.
0
27
.
3
65
0.00
7.85
0.00
7.70
0.00
5.89
0.00
3.49
0.00
3.84
0.00
-027
1.98
0.00
SLA
MIN SNOW LQ4D RIGIR
5.33
9.83 0.00
36.79
-5.33 21.09
EN'P
EW WIND PRESSURE
.
0
73
.
-1
18
0
80
-2.11
1.72
-2.70
1.04
-2.06
1.93
-110
1.84
-2.11
7.72
-0.73
-1.18
0.80
EWP
EW WIND PR6SURE
-0.45
-5.97 0.00
-13.33
0.45 -5.93
EWS
EW WIND SUCfION
.
0
73
.
-1d8
.
-OJO
-2.11
-1.50
-2.10
-1.61
-2.06
-1.69
-2.10
-1.61
-2.11
-1.50
-0.77
-1.18
-OJO
EWS
EW WIND SUCIION
-0.15
-5.93 0.00
-13.33
0.15 -5.93
PSF
PATf SL FlRSf SPAN
.
024
038
0
00
-0
32
0.00
0.03
0.00
0.11
0.00
-0se
0.00
4.19
0.00
-024
3.91
0.00
PSF
PATT SL FlRST SPPN
3.55
21.69 0.00
24.52
-3.55 -121
PSL
PATT SL lASf SPAN
024
3
91
.
0
00
.
4.19
0.00
. -0.56
0.00
0.1
0.00
0.03
0.00
-U.32
0.00
-0.24
0.28
0.00
PSL
PATT SL V5T SPPN
3.55
-1.27 0.00
24.52
-3.55 Y1.W
PSt
PATT SL SPPN W-7
024
.
0
28
.
0
00
-0
32
0.00
0.03
0.00
0.11
0.00
-0.58
0.00
4.19
0.00
-0.24
3.97
0.00
P51
PATT SL SP.W W-1
3.55
27.69 0.00
24.52
-3.55 -727
P52
PATf SL SPPN W-2
-0
07
.
-0
07
.
0
00
.
0
05
0.00
0.16
0.00
-O.W
0.00
4.32
0.00
4.28
0.00
0.07
-0.46
0.00
P52
PATT SL SPAN W-2
3.55
-1.21 0.00
2j.52
-355 21.89
P53
PATT SL SPM! W-3
.
0
01
.
-0
01
.
0
00
.
0
14
0.00
-O.fiB
0.00
4.45
0.00
4.18
0.00
-0:55
0.00
-0.01
0.71
0.00
PDE
P Delfa Unit St S
-0.ffi
-0.15 0.50
0.00
-0.25 ~ OAS
PSt
PATf SL SPMI W-4
.
0
01
.
0
11
.
00
0
.
-0
55
0.00
4.18
0.00
4.15
0.00
-0.69
0.00
0.14
O.W
-0.01
-0.01
0.00
W. POS. REACIION
9:10
2625 0.00
81.44
4.88 28.05
PSS
PATf SL SPIN W-5
.
-0
07
.
-0
46
.
0
00
.
4
28
00
0
4.32
O
OU
-0.63
0.00
0.78
0.00
00.5
0.00
0.07
-0.07
0.00
MRX. NEG. RFACTON
-4.88
-3.31 O.W
-8.42
-9.40 -3.31
.
P56
PATf SL SPAN W-6
.
024
.
3.91
.
0.00
.
4.19
.
0.00
-0.56
.
0.00
0.11
0.00
0.0.3
0.00
-0,32
0.00
-024
028
0.00
.
MRX. POS. REAC710N
2.09
4.98
0.80
978
1.72
959
1.84
9.94
1.93
9.59
7.84
f..78
1.72
178
1.75
0.80
MNL NEG. REACIION
-225
-1J2
-OJO
-2J0
-1.50
-1.33
- -1.61
-0.97
-1.69
-1.17
-1.61
-2.05
-1.50
-1.62
-1.18
-OJO
ISION.NO. 1
.
-
VISION N0. 2
.
.
-
T L E R M R N U F R C T U R I N G
EsNflN5fl5 ITY. MISSOURI
GENERflL OFFI
.
ODUCT OF THE
~ '
~j~
~
ORDER Svs7EM£RING
.
.
.
-
ILDER: PRQIECT:
MD BUILDING CORP. BASICS-
ENGLEWOOD, CO WHEATRIDGE, CO
.
.
ILDING ORDER DESCRIPf10N:
120X145X18 MRF
30# Roof SL. + 3#CLL
84 MPH EXP 6 UBC 97
SEISMIC ZONE 1
REACTION NOTES:
1. THE M µD HORIZON~PL .(N PND Z2, REACIION ME SfAlEO
IN KIPS. 1 KIP ~ 1p00 POUNOS) PO51(IVE DIRfION IS AS SHOWN .
IN THE F LLOVIING Ol4GRIL1.
2. MOMENT REACilONS ME SUTEO IN INCH-KIPS PND ME POSIfIVE IN A
COUNfERCLOCKN'ISE DIRECf10N.
3. hIE FORCE ON 1HE PNCHOR BOlTS OR FOUNDATION WILL BE IN THE
OPPOSRE DIREC710N TO 7lNT SHOWN.
4.MAXIMUM RFAC710N SUMMARY IS THE MAXIMUM POSIfIVE PND NEG4TNE .
REAC710NS BfSED ON THE REOUIRED LOFU COMBItUl10N5.
5. SOSMIC RFAC710N5 SHOWN ARE CONSISIEM WIiH lHE &SE SHFAR M
FROM 1HE SPEQFlm BUII➢INC CODE.WIiHOIIr ADJUS(MQiT FACTORS.
6. 1HE WIND LOAU BROGING REACfION5 W NOT INCLUDE EWP, l115 PND IP
REAC710N5 FROM T1E INfERMmIAIE FRAME 1H6E RFACIIONS SHWLD BE
ADOm TO GEf THE TOTPL REACfIONS FOR THE FOUNW710N pE51GN. F-T-L--o ~
DRAWING TIRE DRW: BRWISELY ENG: -
CHN: 14Li DAIE: 03 02/04 /
DRRWING NUM9ER: REV.
SPECIFIC
REACTION DRAWING 04- 113
696-01A OO
~
0
N9
o°
M
.
e
~o
~o
0
0
SIDEYIALL
cunweU•
~
3/4' OIA3/4' 00. 1 1 1 .
e ~ 4NqtOR BOLlS INCHOR BOLTS . i e PµROJECfm 2 1/2'
PROJECfEO 2' PROJECIID 2' . •I y I I FUXR
UNE
. ~5~~~ i.
go;
~ in w vi .~~i ~ • .
O n 2''2'
I-3 4' WOR WIORi UWR'h1U1F1 1-3 4' . . . ~
~ FFUNE
bEfAll A793 12' DOOR POST (LEF'f) DEfPIL A394 12* DOOR POST (RIGFin SECT70N A411 Typ- SECT70UNANgm gy~FOUNDATION DETAIL P528 SIDEWALL CALUMN
. 10' IMX 10' MA% NOIE 10' MAX AllHOUGH SOME 1 .
ETIVMNl POSf MAY
HRVE I. I.
/ 4 MOLES IN 1HE
. ~ I PNCNOR BOL15 Fl10WN1 # I DtA. BOL15 ~ BfSE %A1E. ONLY
- - PRQIECIID 2' - - PRQIECIID 2' Y M'CHORBOLlS ME
i i Zfr = -Tr = ll REOUPoE~O~ AS SHOWN. 4~ ~
rm
~ Q1DWN1 N I y ~I~ u ANdiOR ~Lls . u ~ raa°EC" ~2
PRQIEC7E0 2'
.
~
I I
z' 2'
i . ~
I 6 ~ •~l f
~
. CORNQt COL COPNQt COL ENDWNL SEGTON ~ Q1DWN1 SECIION ENDWALL SECIION EHD'NI11 SECf10N
DEfAIL A536 CORNER COLUMN DEfAII A537 CORNER COLUMN UEfAIL l546 ENOWALL H-POST OR C-POSf DEfA1L A549 ENDWALI H-POST OR C-PoSf
i' DL1. ONCHOR BOL . . .
PROJECim 2 1/:
0
V
O
~
W
1
~ FRN1E
DEfAIL A583 INiERIOR PIPE OR NBE COLUMN
•
.
.
QQ
PRODUCT OF THE
-
CHK: yI DATE 03/
~
120X745X18 MRF
R BOLT
ORFWING NUMBER:
B U T L E R L E R M A N U F A C T U R I N G
""1°'-'--"~ 6
MD BUILDING CORP.
BASICS-
30# Roof SL + 3#CLL
ANCHO
l
fl
COMPRNY
- ORDER ENGINEERING
ENGLEWOOD, GO
WHEATRIDGE, CO
84 MPH EXP B UBC 97
DETAIL SHEET
D 04-113696-01 C
GENERflI OFFICES-KflNSNSCITY. MISSOURI
SYSTEM
SEISMIC ZONE i
3-f 2' OR 5'
•
E
•
7/e'
PART SCHEDULE
PARf NNAE .
PPAf NUMBQt
PAR1 IENCM1I
~
101
EW CORNER POST
K48104
16'-1 15 32'
102
EW ROOF BEAA1
K48106
24'-11 ] 8~
103
EY/ IMERM POSf
K48108
1]'-1 S7 32'
104
EW ROOF BFMI
K48110
25'-7 5 32'-
105
EW INTERM PoST
K48112
18'-4 31 32'
106
EY/ ROOF BEAM
K48114
20'-0'
107
EW IMERM PoST
K48116
19'-0 1] 32'
q'-71
12 BRM
ROOR
UNE
w~
2
lV
O
'N11
Q Q 201 Q ~ v O Q QXI1 Y01 201 N11 301 201 /1
M11 M11 101 . '~1 p~ ~
4C6 12
-13/4
~
w~
v
e• s
BOLTED CONNECTION SCHEDULE
Q
pUANfIfY
BOLT N0.
D6CRIPIION
NUf N0.
OEfNL
A
OB
097281
5/8X1-1/2 HS BOLT A7
0952J3
B
04
097202
5/B%2-i/4 BOLT A325T
095233
FLANGE BRACE SCHEDULE -
~
PARr N0.
FflONf/LEFf
PART N0.
REAR/RIGlR
DIM. Y
OEfNL
Fl~
WOftK .
207
545100
10 1/2'
C347
202
545101
1'-4 1/2'
C346
203
545101
7'-4 1/2'
C347
SfANDMD N016: IF0009 1/2' DW BOLlS ANO NUiS ARE FURNISHEO AS PN ASSEAIBLY. THE
bRAWINCS C4LL OUr THESE BOLlS M!D NUIS BY THOR COMPONENf
ASSEMBLY COMNNS
009]161 1/2X1-1/4 BOLT (0095085 ANO NlR (0095032
OW7462 1/2X1-1/4 TMN HO BOLT~009 AN8838) AND NUT ~009
0097163 1/2X1-1/2 BOLT (OW5195 O NUT (0095032
0097464 1/2%1-3/4 GALV 80LT (0 5331 AND (OO9503 )
0097465 1/2%2 A325T BOLT (0097280) D (0095230)
IFOD70 PLL NIGH SRiENGTi BOUS ARE A-325-T WIIH XEAW HIX NUiS PN
TO BE INSTALLEO USING 7HE SNUG 71GHf METX00 SPEGFlEp IN iH
'SPECIFlCATION i'OR SIRUCil1RqL JOIN75 USING fSIM A325 OR M9
BOL15', PUBIJSHED BY RCSC, OAlEO JUNE 23, 2000. SNUC TIGFR
CONDIiION IS ATTNNED WIiH A FEY/ IMPACIS OF PN IMPACf WRENC
THE FULL EFFORT OF PN IRON WORKEIi USING AN ORDINMY SPUD
WRENCH TO BRING THE PI]ES INiO FlRM COM'ACT. - ~ IMPORTANT °M'nek
~
ROOF BFAMS MPRKW ~ COUID BE REVQiSED OUPoNG QtECTON.
ROOF BEAA15 MUSf BE INSfP11ED /5 SHOWN i0R PROPQi FR-UP
OF PAR75 AND TO INSURE SfRUC1UPAL IMECRIIY OF 7HE BUIIDING.
NO'S.
5032)
D PftE
E
0 '
H OR
PROOUCT OF THE
mnvn:
v~mnV uuc:
unw: twmseLr trvc:
'
120X145X78 MRF
HDAIE: w/o
/w
El
B U T L E R M R N U F H C 7 U R I N G
MD BUILDING CORR
BASICS-
30# Roof SL + 3#CLL
CROSS SECTION
DF
INC NUMBQi:
REV.
S
ORDER
INEERING
ENGLEWOOD
CO
WHEATRIDGE
O
4 MPH EXP B UBC 97
ERECTION DRAWING
r
'
.
wrrav
er:
GENERHL OFFI E
KHN PS I7r, nissouai
SYSTEM
,
,
SEISMIC ZONE 1
04- 113696-02
00
FRONT EW ELEVATION AT GRID 1
•
•
•
p'-11
12 BRN
3/4F-
~ pp}
•I
'I
~ FLOOR
l1NE
i$E
u~y"
Gi~m
Q Q 3H R~ ~ ~
0.
C1103' E,,, 1-\
1 1/8"
~ Q f09 YH Q
~ o~
A ,c,re3
FRAME ELEVATION AT GRID 2
GENER/1L OFFICES-KRNSRS C[TY. MISSOURI SYSTEM 1C6 12
~ PROOUCT OF THE
Bl1TLER MRNUFHCTURING ="E"""e MD BUILDING CORP.
C O M P A N Y ORDER ENGINEERING ENGLEWOOD, CO
--13/a
]A1
vwW~x
PART SCHEDULE
PPlir NNAE
PARf NUMBQ2
PARf LENGTH
,~,~OELD R
108
EXIERIOR COLVMN
K48118
15-9 3 32'
109
ROOF BFAM
K48120
24'-11 29 32'
110
ROOF BE1M
K4B122
25'-0 19 32'
ill
ROOF BEAA1
K48124
20'-1 1 8'
112
IMERIOR COLLIMN
R14126
18'-61 2'
BOLTED CONNECTION SCHEDULE
Q
OUAMIIY
BOLT N0.
06CRIPIION
NUT NO.
DEfNL
B
04
OW282
5/8%2-1/4 BOLTA325T
W5233
C
OB
097284
3/4X2-1/2 BOLT A325T
095235
U
12
0972B4
3/4%2-1I2 BOLT 1325T
095235
FLANGE BR4CE SCHEDULE
~
FROM/LEFf
RPFA~R/RICNT
DIM. Y
DEfAIL
W~ .
204
515101
1'-4 1/2"
C347
208
5~45101
7'-4 7/2-
C347
208
545102
1'-10 7I2'
C346
209
515102
1'-10 1/2"
C347
210
545103
545703
2'-4 7/2'
C344
211
54510.3
2'-4 1/2'
C346
~ IMPORTANT D1waR'K
~
ROOF BEAMS MPRKm -4 COULD BE REVIItSW DURING EREC710N. .
ROOF 8FAM5 MUSf BE INSfPLLED /S SHOWN FOR PROPERiR-UP
OF PARfS PND TO MSURE SR2lICNW1L INIECftIIY OF THE BUILOING.
R: BUILDING ORDER D6CRIPiION: ORRWING TIitE UKW: 139WI5tLT tnu:
120X745X78 MRF cHK: J onre: aa/ z/os BASICS- 30# Roof Sl + 3#CLL CROSS SECTION DRAWING NVMBQi: REV.
WHEATRIDGE, CO 84 MPH EXP B UBC 97 ERECTION DR4WING sEisMic zoNE 1 D04-11369S-02A 00
•
~
. .
{'-11
,z afw
~
m
i
n
FLOOR
u
~ ~ V ¢
Q Q 1t1 . . . Q ~ ~
~ ,_/p},\ p C1tt
Cla9
r
~ ~ Q tfl Z~ Q
~ Ho7
FRAME ELEVATION AT GRID 3
? I
5
CFS 12
-13,<
~
20f t
b
i
- PART SCHEDULE
108
109
PARf N4ME
EXiERIOR COLUMN
ROOF BEAM
PARI NUMBQt
K45118
K/8120
PARf IQiGTH
15-9 S 32
24'-11 29 32
WK .
110
ROOF BEPM
N48122
25'-0 19 32
111
ROOF BFN.1
K48124
20'-1 1 B'
112
INiERIOR COLUMN
K48726
18'-6 1 2'
BOLTED CONNECTION SCHEDULE
Q
QUFMIIY
BOLT NO.
06CRIPiION
NUI NO.
DEfNL
B
04
097282
5/8%2-1/4 BOLT A325T
095233
C
OB
09]2B4
3/4X2-1/2 BOLT A325f
495235
D
12
097284
3/4X2-1/2 BOLT A325T
095235
FLANGE BRACE SCHEDULE
O
~°OM/N
RPFA~R/R GFR
bIM. Y
DEfNL
m0w .
204
545101
1'-4 1IY
C347
206
545701
1'-4 1/2'
C347
208
545102
1'-10 1I2'
C316
zoe
545102
i'-io i/z'
caa7
210
545103
545103
2'-4 1/2'
C114
211
545103
2'-4 7/2'
C346
waH
t IMPORTANT D1"'
E
ft00F BFNAS MARKED / COULD eE REVQtSED DURING ERECTION.
ROOF BEN.IS MUSf BE INSfW.Im AS SHOWN FDR PROPQi FlT-UP
OG PAR7S AND TO INSURE SfRlIC1URFL INIECRIIY OF iHE BIIRDING.
REV1510N N0. 1
~ REVISION N0. 2
BUILDQi:
PRQIECT:
BUILDING ORDER OESCRIPfION:
DRAWING TMF'
: MWMRY :
PROOUCT OF THE
~
°1E
cxH: on~: a3/o oa
~
720X145X18 MRF
°FAMT a"
j
6
MD BUILDING CORP
BASICS-
30# Roof SL + 3#ClL
CROSS SfCTION
oanwiNC NuMeea: aEV.
Fq
B U T L E R M H N U F fl C T U R I N G
L 0 M P R N Y
ORDER ENGINEERIN6
.
CO
ENGLEWOOD
WHEATRIDGE, CO
84 MPH EXP 8 UBC 97
ERECTION DRAWING
°~0
'
SYSTEM
,
1
D04-113696-028 00
~
.
GENERNLOFFICES-KflNSflSCITY,MI550UR1
.
SEISMIC ZONE
Li
0
~
0
0
~
•
0
NOT.ALI SECTION TYPES SHOWN MAY APPLY TO THIS ORDER. lOP / OUISIDE OURIpE , WIpM
fl "i ,
- GE 1 1 Fl~ws r
i[~I I~
~ ~ '1 -~-WP11 1HICKN65
~ .xiaar~s ~ n~i«ras ii ~~--wnu nuawES
U
i~aioc I I eoTrow / wsroe
iu .
xcc
FlNl4E
FRAME DESIGN INFORMATION . FRAME DESIGN INFORMATION (cont.
PART 06CRIPIION - PMf pESCRIPiIDN
-tw '
tlUIIUM hLWGE = S %
CORNQ2 POSf
~yM R{ICKNQS = .721
PFitf DEPIH - 12'
.
K18108
299
7
TOP FINIGE - 5' X.
-
EYI
gpnOM FIAtiGE - 5' X
ROOF BF1M
y/EB TNICKNESS = .121
KIS108
PAR1 OEPRf = 12'
TOP FlANGE = 5' X.
206-0
EY/
gpnOM FfAtJGE = 5' %
IMERM POSf
WEB P{ICKN65 = .101
PART OFPIH - 8'
K48710
TOP RANGE = 5' X.'.
3~ 1
BOTTOM FIAtJGE m 5' X
ROOF BFPM
Wm IHICKNE55 - .10(
-
PART DFPM = 12*
K18112
TOP FIpNGE - 5' % .
ElV
BOTTOM FLWGE a 5' %
INIEM Po51
WM THICNNE55 = .7IX
PAftf OEPR1 - 12'
K48171
TOP fVJICE = 5' X.'s
2~
BOTTOM FUNGE = 5' X
ROOF BFAM
WM IHICMN65 - .12(
PARr DEPIl1 = 12' TO '
K18118
TOP MNGE - 5'
~-4
BOTfOM FIANGE = 5' %
IMERM POSr
WEg TryICKNE55 = .tIX
PARr DEPfX a 12'
KI8119
TOP FVJlGE : 8' X.P
189-1
EXiERIOR
BOTTOM RANGE = 6' X
COLUMN
WEB iryICKNE55 - .1N
PART OEPIH = 8' TO 27
K48120 TOP FLWCE = 6 X.500"
Z9ROO9-F . BOTTOM fUNCE- 8' X.375'
BEAM
1 WEH 1HICKNE55 =.188' - LOW ENO TO 14'-11 9/32' FRON lOW END .160' - 14'-11 9/32' Fl30M LOW END TO HIGH END
PPlir DEPM = VAPoES 18' TO 28• .
KI81Z2 TOP FIpNGE = 6* % .500
300-5
ROOF BOTfOM FWJGE w 8' X .500
BEAM W~ iHICKNESS - .160' - LOW END TO 15'-0 5/8' f'ROM LOW END
.198' - 15'-0 5/e' FliOM LOW END TO HIGH ENO
PARf pEPIH - VMI6 2B' N 20• .
K18724 TOP FUNGE = 9^ X.500'
241-1 BOTTOM FIMIGE = 9' X.500'
k00F
8EAM WEH 1HICKN65 - .218' PARr DEPIH = VARIES 20• m17 1 /1• m vn• .
Li
K48726
PIPE OVMEIER - 6
I RIOR
Wja TMICKNE55 = .
COWMN
R6.625X.TB0
m
-
°
a
K4812B
TOP flANGE = 6' X
c
190-6
EX1QtI0R
~TTOM FlANGE = 8
COUIMN
WEB TryICKNESS m
g
PART DEPIH = 8' T(
'
3
~ a
K48130
TOP FlN1GE a 5
X
359-7
ROOF
BOTTOM FINJGE = 5
M ~
.
BEMI
WM RiICKNQS =
- LOWEND TO 9'-11 1/2' FRON
- 9'-11 1/2' FROM LOW END TO
K48132
TOP MNGE = 6' X.3]5'
361-3
ROOF
BOTTOM FlPNGE = 8' X.375'
BEAM
WEB 1HICKN65 =.188' - LOW END TO 20'"
- .120' - 20'-0 1I8' FRO
.
PARr UEPfH = 20'
K18734
PIPE OIFMEIER - 6 5/8'
Z14-8
INiQtIOR
WALL IHICKN65 = ,756'
COLUMN
R6.625X.156
_
_
POOF 6FhY
OR CIXIIMN
~ wwux
OR dRf
FLwGE 0140E
(ss cwxq
nnn eoio
NH AiTOCHMFHf
wre:
wre
~Q°
Pft00UCT OF THE .
wmaur cnw
.
120X145X18 MRF
CROSS SECTlON
OHK: DATE: OJ/ /
os
e u i L E R M H N U F H C T U R I N G
MD BUILDING CORR
BASICS-
30# Roof SL + 3#ClL
ERECTION DR4WING
D~WING NUMBER:
REV.
C 0 M P R N Y
ORDER ENGINEERINC
ENGLEWOOD, CO
WHEATRIDGE, CO
84 MPH EXP B UBC 97
DETAIL SHEET
GENERRLOFFICES-KflNSNSCITY.M[SSOURI
SYSTEM
SEISMIC ZONE 1
D04-113696-02E
0Q
OIMfN510N Y
I ROOF BFAAI
OR COLUMN
B OF 9-1 z wauHS V2• x i i/P ~ usE (z) i/z' x i V4 .
e z-rams x[x eaLr (assoes) u~o a ors~s-s z wrsuxs i%2° x~o~.~ (x~uroe~sw2)
1/2' HIX. NVf (095032)
pETaL C344 OOUBLE FWJGE BMCE CONNECfION DEfAIL C346 SINGLE FlANGE BRACE CONNECIION
~dNEN40t! Y y
1 k FOOF BEW EW ROOF BE4A
I I OR COLIMH
L1 ~
~
-
(SC13336) '
~ U5~3J59) ~
EW POSf '
f ~
~
IISE (a 1/4' X 1 1/4' EW USE (8 5 8 % 7 1 /2
HEAVY IXT (~M81 ANP 11 N J
B ZRLYRIS 2 PUM1N5 1/4' HEX HUf (W)OJR) POSf HS/SfRFN
DETAIL C347 ,SINGLE FIANGE BRRCE~ C ONECIION_ DETNL E137 ENDWN.L POSf TOP CONNECnON
i rnv c nx auam
•
•
~ ~ - - - - - - - BRACE ROD SCHEDULE
~ Q ptt PFAr NUMBQi DESCRIP110N THftEAO- NRNBUCKLE
25"-0' 301 4 0544049 312- 3/4 RH-RH BR R00 RH-RH
s~ wt wt ' ' wt xt 302 4 0544049 39P- 3/4 RH-RH 6R ROD RH-RH
eoo~ Boo~ eaol eam 703 4 511048 384- 5/e RH-RH BR ROD RH-RH ~ i ¢op~/ X\app~ ~ I epp~/ X~gom 304 4 544041 378- 1/2 RH-RH BR R00 RH-RH
o- ,
I ~ ~ I sTanoARo Nmes: .
20'-0' W90002 BUCK IHRFAU PROTECTORS INOICAIE 1/2' BR/CE RODS
~
oJ
I~, I o~ b b
WB0003 Rm THREAD PRO7fCTORS INDICATE 5/8' BRACE R00.5
WB000{ IIILOW iHREAD PROIECfORS INDICATE 3/4' BRACE RODS
m SIDEWALL BRACING SIDEWALL BRACING
AT GRID A AT GRID G
a ~ eom aooi ~ . . .
r awi / \ eooi .
U
o mi mi ~
a / \
i ~
i ~
i ~
o-
o
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ROOF BRACING
11
~
P
19
i~
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m
REVISION N0. 1 RENSION N0. 2 PROOUCT OF THE BUILDER: PRPIECT: BUIIDING ORDQi OESCRIP710N: DRAYfNG 1RLE ORW: fl4WI5ELY ENG: w~e Ft- CHK: OATE 0 3/0 04
120X145X18 MRF
B L T LE R M R N U F H C T U R I N G MD BUILDING CORP. BASICS- 30# Roof SL + 3#CLl WIND BRACING FD04-113696-03 WING NUMBQi: REV.
C 0 M P H N Y ORDER ENGINEERING ENGLEWOOD, CO WHEATRIDGE, CO 84 MPH EXP 8 UBC 97 DRAWING ` GENERPL OFPICES-KNNSflS CITY. M[SSOURI SYSTEM .
SEISMIC ZONE 1 00
Ll
f
~
. •
~ 4 4 4 4 4
m~
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bt~-{
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bl
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V
PART SCHEDULE
I]
07Y
PNR NFME
. PPM NIIMBQi
PPAf LEHGIH
WORK A
101
24
PUR P 9.5%.OT/ 2CP
0530901 275-4
22-11 1 2
402
96
PUR P 9.5%.077 2CP
0530901 335-4
2]-/1 1 2
40J
24
PUR P 9.5%.077 9CP
0530907 335-4
27 -11 1 2
104
2
l5 ES P 11%.085
0510525 239-4
19'-11 1 2
405
10
l5 6 P 11X.OB5
0590525 299-4
24-11 1 2
~
~
SfAN0.4RD NOIES: R50002 RffER TO DRAWING 8-1080945 FDR PURLIN BFACE PNif NUMBEAS ANU
TYPICPL INSTPLATION fOR SLOPE 1E55 IHAN OR EQUAL TO 0.75:12.
R50008 REFER TO DETPIL F262 FOR RIDGE PURUN BRACE CONNECIION.
R50028 1 /2' Dl0. BOLIS ANO NU15 ARE FURNISHED AS pN ASSEMBLY. 1HE
1UI 6MWINGS CML OlR iHESE BOL75 MD NUIS BY THEIR COMPONEIR ND'S.
l.J ASSEMBLY COHrNNS
OOB]461 1/2%1-1/4 BOLT (0095085 AND NIJ~ (008`A32)
_
009]462 1/TX1-1/4 1HN H(D BOLT 10096636 FFlD Nlfr C0095032)
0~089]~ 1%2~I(1-3/4 C?LV 90LTS~OOSS~D (00950so37)
oawass i/zxz A325T BOLT (009~1280) nrlo (009 ~230)
-9
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.
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.
NI
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~
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.
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ROOF SECONDARY STRUCTURAL
FRAMING PLAN
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w
~
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- RENSION ND. 1 REVISION N0. 2
PROOUCT OP THE
BURDQ2: PR0.IECT:
BUILDING ORDQi OESCRIP110N:
DRAWING TrtLE:
ORW: BqWISELY ENG:
a~ a~
O
~
120X145X18 MRF
ROOF
CHK:
p~J DATE 03/0 /04
i
i
e
I
°PAi"' eC ° P A M 1 a"
e u i L E R M R N U F R C T U R I N G 0
MD BUILDING CORP. BASICS-
30# Roof SL 3#CLL
SECONDARY STRUCTUR4L
DMWING NUMBQt: REV.
I
o
C O M P A N Y ORDER ENG WEERIN6
ENGLEWOOD
CO WHEATRIDGE
CO
84 MPH EXP B UBC 97
FRAMING PCAN
i
go
GENERflL OFfICES-KflNSflS CITY. MISSOURI SYSTEM
,
,
sEisMic zoNE t
D 04-1 13696-04 00
i
PURLIN BRACE IOCATION SCHEDULE
BEIWEEN
fACATION
BRACE
SECIION
RIDCE
GRIDS .
OEfNL
TOP
BOTfOM
BRACE
1 MD 2
F439
(2) B
-0-
(2)0544140
2 MD 3
F438
(2) B
-0-
(2)OSM1/0
3 AND 4
F439
(2) B
-0-
(2)0.544140
4 MD 5
F439
(2) B
-0-
(2)05M110
5 MD e
F439
(2) B
-0-
(2)05N710
6 ANO 7
F494
(3) B
(2) A
(3)0.544110
•
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.
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~SE£ OEWL .
.
.
SEE DEfNL .
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F153
I
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.
LOGTE CJ) lOP RJWS OF
IHSTNL PoOGE CiIWNEI. AT 1t1P PUM1N BPACE LOGiqN.
Laurz (a) rov xows a
WIWN BR'C6.
usc (a) i/z' x t-
1/
t•
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wwx awLes. .
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av waun e~ucts
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NDIE: PE
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DEfNL F257 'H' SECIION @ IMERMWIATE fRAA1EEW
DETAIL i262 RIDGE CHANN0. CONNECIION
DETAIL F439 Pa,URIJN~BRACE LAYOUT~
DEfNL F444
P~URlJN6AhCE LAYOUT~
FlANGTi 4 IJP
RAUIUS
. n{icKNESs
C - SECTION DESI6N INFORMATION .
PNR
DEPIN
FlPNGE
I!P
1HICNNF55
RADIUS
LS 6 P 11X.085 510525
11-
3 1/2-
1 1/8'
.085-
5/16'
FIAN~
Gq
~RRWUS
THICKN65
Z - SECTION DESIGN INFORMATION
PARf
li
UEPfH
FLANGE
IJP
THICKN6S
RPDIUS
.07] 2CP 530801
9 1/2'
2 3/4'
1 1/16'
.077'
1/4"
P 9.5%.077 4CP 53WOJ
9 1/2'
2 3/4'
1 1J16'
.077'
1/4'
p } USE~(2) %.1 ~~2' A125f -
f Fqo;. q f~ HI-SfPENGiH @JLT f09]2811 4ND
I`. \ '
e' HFAW HIX NVT (O95L33)
4~Z i
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PU~JNnVVVr ~
PURl1N~T ~,BA~.^.
FAVESIRIIf~ ~ ~ \ ~
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DEfAIL F711 CONTINOOUS SPAN PURIJN CONNECTION
-
DEfNL F714 COMINUOUS SPAN PURLIN WNNECTION
'
DETNL F124 EAVE STRUT CONN
TO IMERM
FRAME
iERM. FRPME
DEfNL F725 ~~T CONN. TO IN
INIERM. LOCAl10N - 9 1/2
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u~cititui!ru•wi Ing]281) AND
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DEfAIL F752 PUrop ~ CE
DEfAIL F754 PURUN BRACE
pE7NL F2$3 ~UTy~~ ~HNE ~NW~ FRAME ~
~
~
uu (a) i/r z1-va•
xM eou (avsoas) um
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PROOUCT OF THE
. ~.v
~
120X145X18 MRF
ROOF
CHK: DATE: w/oz
/ a
B U T L E R M R N U F H C T U R I N G
~~""-OL-'~~ 0
MD BUILDING CORP.
BASICS-
30# Roof SL 3#CLL
SECONDARY STRUCTURAL
oenwiNC NuMem:
rsEv.
C 0 M P R N Y
OROER ENGINEERING
ENGLEWOOD, CO
WHEATRIDGE, CO
84 MPH EXP B UBC 97
DETAIL SHEET
GENERFL OFFILES-KflNSflS CITY. NISSOURt
. SYSTEM
.
SEISMIC ZQNE 1
n
C n~y
D Q4-11369v-Q-y
00
I
"
. . .
- . .
~
. . . . I
•
12
3/4F-
0
i
UI
0
a
i"OR Gi1BLE PNGu
INSrN1AlION. SEE
DRAWING 10609K
ORAWING~1091181
~ cb ~ V (t)
FRONT EW STRUCTURAL ELEVATION AT GRID 1
FOR GIBLE ONGLE . .
INSTRLIFTION SEE
DRAWING 1080914 0
12
3/4F-
0
N
1
i.
FOR BfSE MlCIE
INSTpLLhTON SEEDMN7NG 1081181
•
~
0
~
0
a
0
0
N
N
O
O
cb (t) cb ~J
REAR EW STRUCTURAL ELEVATION AT GRID 7
(lb
72
12
-13/1
PART SCHEDULE -
I]
O1Y
PART NAME
PART NUM6p2
PART IFHGfH
Flm Q.
508
]
GIRf PU 9.5%.060 -
0550295 211-2
1] -7 1 4
SW
22
GIR! PU 9.5X.060
0550295 229-2
19 -1 1 4
SfAN0.4R0 NO7F5:
W50006 FlLL P11 OPEN }IOL6 IN DOOR POSf WE85 WITH PUSIIC SNAP-IN
PWGS (097129).
W50014 UNPUNCHm CIRIS-ARE SUP%Jm AT OVERHFM OR SIJDE DOORS.
PUNCHED WPLL SYSIEMS REOUIRE TiE FlElD OPoWNG OF iME 5/16'
PANEL ATTACHMENf HOLES IN TXE GIU FlANCE
mooza I~M P„ R 1 AmN T
REFER TO PROMO OEiNL 0047 FOR PROPQi CIRf ILGNMENr.
W50026 1/2' DIA. 80LT5 MID NVfS ARE FURNISHED /S AN lSSEMBLY. iHE
DRAWINGS GLL OUT TX6E BOLTS AND NUIS BY THOR COMPONINf NO'S.
ASSEMBLY WMNNS -
0097461 //2%1-1/4 BOLT (00950&5 00966 NiD NUr (0095032
009]462 1/2X1-1/4 THN HD BOLT 36) AND NUT-10095032)
0097463 1/2X1-1/2 60LT (0095195 PNO NUf (00950321
008]464 1/2X1-3 4 G4LV 80LT (0 5331 PND (0095037)
009]465 1/2X2 ~25T BOLT (0097280) D (0095230)
~ p~lE
.
PRODUCT OF THE
'
omwine onouc ucscninun:
uwminu wti:
ORW: BAWISEIY ENG: (
p~1C
U
120X145X18 MRF
WALL SECONDARY
CHK: pAIE oa/oz a
e u i LE tt M R N U F R C T U R I N G
MD BUILDING CORP.
BASICS-
30# Roof SL + 3#CLL
STRUCTUR4L
ORAWING NUAIBQ2:
REV.
C O M P A N Y
ORDER ENGINEERING
ENGLEWOOD, CO
WHEATRIDGE, CO
84 MPH EXP B llBC 97
ELEVATION
GENERpL OFFICES-KflNSRS CRY. MISSOURI
. SYSTEM
SEISMIC ZONE 1
e
DQ'1'-1 I 13696-05
00
PART SCHEDULE
alY
PPFf NAME
PART NUMBER
PPAf LFNGTH
W~ Q
501
8
P C P BX.OW 2CP
0530889 239-{
19'-11 1 2
502
2
P G P BX.O60 2CP
0530889 299-4
24 -11 1 2
•
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a
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0
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FOR H45E ANGLE
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ORAWING 1081181
~
V
(t)
(lb
RIGHT SW
STRUCTURAL
ELEVATION AT GRID G
b b
- -
i '
VI
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GCUI CZA
591 '
W03 C1)] ~
h
~
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O
.
~~~rir~..,.
~
120X145X18 MRF
WALL SECONDARY
CNK: DAIE 0 04
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8 U T LE R M R N U F R C T U R I N G
MD BUILDING CORR
BASICS-
30# Roof Sl + 3#CLL
STRUCTUR4L
NG NUMBQi: REV.
wca¢o ea
S
ORDER
ENGINEE
ENGLEWOOD
CO
WHEATRIDGE
CO
84 MPH EXP B UBC 97
ELEVATION
~
.
am~ er:
E
KRNq5 GtTr, nissoua[
GENERflI OFFi
SYSTEM
,
.
seisMic zoNE 1
D04-113696-05A 00
LEFT SW STRUCTURAL ELEVATION AT GRID A
~
0
~n
511
in
0
Y
DOOR 3'-0' 3'-0'
DIMENSIONS
zo'-o•
CLOSE-UP #1
b
n
m
n
CLOSE-UP #3
REVISION
BUTLER MRNUFHCTURING
COMPRNY
GENERflL OFFICES-KflNSRS CITY. MISSOURI
PROOUCT OF THE
~/J l-/ EotU-/W
ORDER EN6INEERING
SYSTEM
0
in
b
i.
0
h
e
n
MD BUILDING CORP.
ENGLEWOOD, CO
CLOSE-UP #2
CLOSE-UP #4-
BASICS-
WHEATRIDGE, CO
PART SCHEDULE
C]
QIY
PAHf N4ME
PPRT NUMBER
PARf LQ1GRi
Fl Q MRK
505
2
P G U 8X.060 2CP
0530923 138-6
11 -8 3 4
-
506
2
P G U 8%.060 2CP
0550923 150-6
12 -6 J 4
50]
2
P G U 8%.060 2CP
05]0923 182-6
13 -6 3 4
511
3
GIR! UP 9.5X.060
0550303 025-2
2-1 / 4
515
2
DR GRT UP 8 X.060
0550317 050-0
4'-2'
516
3
OR GRr UP 8 X.060
0550317 110-0
9'-2'
518
3
DOOR HEODER 121N
0580387 179-4
9-11 1 2
52U
1
DOOR HEADER 121N
0.580797 18]-4
13 -11 1 2
521
1
OOOR POST .062%12
0580]03 193-4
16 -1 1 2
1
522
8
OOOR POSf .062X12 .
0580703 199-4
16 1 2
523
1
OOOR POST .062%12
0590]133 20h13
17'-0'
1
FIELD WORK SCHEDULE
.
DEf41L
FlELO WORK DIMENSIONS
1
X040
A= 15'-1 1/18'
120X145X78 MRF
30# Roof SL + 3#CLL
84 MPH EXP B UBC 97
SEISMIC ZONE 1
DOOR DETAiL DRAWING NUMBER: FEV.
DRAWING
D 04-113696-05B 00
Pi
0
0
0
I
m
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CLOSE-UP #5
0
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0
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0
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NSION N0. i
RE
VISION N0. 2
BUIIDER:
PROE)UCT OF THE
°
n
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BUTLER MRNUFHCTURING
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MD BUILDING CORP
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C O M P A N Y
ORDER ENGINEERI
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N
ENGLEWOOD, CO
GENERflL OFFICES-KflNSflS CITY. MISSOl1HI
SYSTEM
~
CLOSE-UP #6
CLOSE-UP //8
PART SCHEDULE
L]
Ott
PNR NPME
PPfit NUMBQi
PAFir lENGiH
FIELD Q
W0
504
/
P G 11 8%.060 20P
0530923 13{-0
11'-2'
506
4
P G U 8X.060 2CP
0530923 150-6
12 -6 3 4
507
2
P G Il BX.O60 2CP
7530923 162-6
13 -6 3 4
513
2
DR Gff UP 8 X.060
0550317 026-0
2'-2'
514
2
OR GRr UP 8 X.060
0550317 039-0
3'-2'
516
3
DR Gftr UP 8 X.060
0550317 110-0
9'-2'
517
2
OR GR( UP 8 X.060
0550317 126-6.
10 -6 3 4
518
3
WOR HEMQt 121N
0500387 119-4
9-11 1 2
519
1
DOOR HE1DQ2 121N
0.580387 113-4
11 -11 1 2
ST2
B
DOOR POST .062X12
0S80703 199-4
16 1 2
120X145X18 MRF
BASICS- 30# Roof SL+ 3#CLL
WHEATRIDGE, CO 84 MPH EXP B UBC 97
SEISMIC ZONE 1
1rtLE: ORW: 134WISELY ENG:
CHK: DAIE 0.7/02/ 4
OOOR DETAIL ORAWING NUMBER: flEV.
DRAWING
ID04-113696-05C 00 ,
0
0
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4 L1P
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C - SECTION DESIGN INFORMATION . .
PN~
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DEPIH
MNGE
l1P
THICHN65
HADIUS
OOOR HEADER 121N 59038]
1'-0'
3 1/2'
13/i6'
.062'
9/32
'
DOOR POSf .062X12 580703
1'-0'
3 7/2'
13/i6~
.062'
9/32'
FlAN~
Gq
~
FFdUS
.
THICKN65
Z - SECTION DESIGN INFORMATION
PPAf
OEPiH
fIFNGE
IJP
THICKN65
FADIUS
DR qir UP 8%.060 550}1]
8~
2 5/8'
3/4'
.060'
1/8'
GIRf PU 9.5%.060 550295
9 1/2'
2 3/4'
1 1/16'
.060'
1/4'
CIRf UP 9.5%.060 55030.3
9 7/2'
2 7/4'
1 1/18'
.080'
1/4'
P/G P 8X.060 2CP 530889
2 5/6'
3/4'
.OfiO'
1/4'
P/G U 0X.060 2CP 530923
B'
2 5/e'.
3/4'
.OfiO'
1/1' 9/I6' Ul4 HqFS 6 NOIES IN WOft PoSt ~~F~ IN IR BFNA
i1I1 USE (21 /2* X 1 tIC N XIX gbLY (0950&5) RNO t/2' HIX NUt{095032) 1Y DOOR Po CIIP (SB0132) ) / tmp + TIIN HD ~BOLTX098836• & ~P 1/2~ HEX. NU~`C09503~) ( ~S~a4e)
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a, . cuv (~1
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HIX. B~L(095095 AND \ z~ HIX. gbLT 0950851wz)
1I2' HIX. Nm (os) r. . r, ooors vosr ~wo Vz• rSur (os ~..a'
DEfNL D007 DOOR POST TO BOTTOM OF EAVE SiItUT DEfAII D006 DOOR HEADER TO DOOR POST DETPIL DOS3 DOOR POST &SE CL1P CONNECTION DETAIL 0085 LOW DOOR POSf TO EW ROOF BEAM i
12' OOOR POSf 6 EW SEB4LK - LOW IA
EW RWF BM . . . :
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D INST.LLL M11H PANEL~ `CUP ~ SECTION F
~ SECiION M' USE (4) 1/(2' 5%Q )1 ,~1 ~ µCU USpE( (E2 1 (2' % 1 1 f' USE (1) 1 (g ~/~p ~ (B) 1/2' % 1 1/P
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1/2' HEX NUf (OB~9J.
OETAIL D086 HeGH~OW.OLLR1 SE~IB~~CK ~ LV SWPE ¢ DETaL G001 SIMPLE SPAN GIRT CONNECIION (DOUBLE) DETAIL G002 SIMPLE SPAN GIRT CONNECT70N (SINGLE) DETPIL.G008 DOUBI£ GIRf to cOLUMN CONNEC710N
. ia°a°x. i~r iov
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µ~I~N+~ WIIX P/~NEI . . . . ~ ~~w~ . I ~ PANd~F~RS/EN.
use (a1 i/2• x i i/a" ~ eorx nmoe Mo oursmc
M4G6 OF ~ qRf MAY R 1
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(095D95 NID p(~pu5 MQ6
IWE MIiH ME CqLYN CORRECT OLGNMEM M5-Al1GNMEM USE (~il 17 1/' % 1 1/4' . .
. 1/2' XFfL NUf (OB~) - . f1/tIC6. Fl6D HOICH dIt15 HIX
dR! CUIIINE OEfNL . lT ~09`A83 N1 /5 ~WIRED. (AWID THESE CONDIIIONS) . 1/2' HpL rvur (oe~wzg
(z-cirsrs s'roxr. aso ~avuaa~ ro o-cixrs) DEfAIL G009 SINGtE GIRT TO COLUMN CONNECPON DETAIL G019 FlELD NOiCH GIRT G04~~ SECONDARY SR2UCTURAL ALIGNMQJT DETAIL G753 SIN~ S~IM~~ SP~~ G~IRT C~ONN.
( FOR SIxIP 1 .
CONNEC1qN
C}50
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DEfAIL G772- GIRr CHANNEL TO OOOR POSf CONNECTION
DEfA1L G223 SINGLE GIRT TO OOOR POST CONNECTION
DEfNL G247 SAG SiRAP PIACEMENT IN
THE SIDEWALL
°fO
REY7SION N0. f
- REVISION N0. 2
PROOUCT OF iHE
B
UILDQt:
PRp1ECT:
BUItDING ORDER DESCRIPrION:
ORAWING 71T1E
ORW: &1WISELY ENG
.01
~Q
.
~
.
720X145X1$ MRF
WALL SECONDARY
CHK: 1.~ DATE OJ/ 2
/04
N
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B U T L E R M fl N U F N C T U R I N 6
~
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MD BUILDING CORP.
BASICS-
30# Roof SL + 3#CLL
STRUCTURAL ELEVATION
ORAWING NUMBER: .
REV.
C 0 M P R N Y
OROER ENGINEERING
ENGLEW
OOD
CO
WHEATRIDGE
CO
84 MPH EXP B UBC 97
DETAIL SHEET
i
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-
GENERRL OFFICES-KNNSRS CITY. NISSOURI
SYSTEM
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,
SEISMIC ZONE ~
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G1RT CHFMlEI 15932601
FfELO BENO 90
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FASIEfiFRS.
.
OE6. /INO INSTflLL XITH PPNEL FflSTENERS.
SAG SfRAP TO GIRr CONNECfION
DEfP1L G250 SAG STRAP TO EAVE STRUT CONNECiION
DEfAIL G251 8 SW & 9 1/2 EW GIR7S TO CORNER POST
s s[rencK cnowui
SW GIRT TO ENDWALL DR POST CONNEGR70N
DE7AIL G273
DETAIL G280 B' SINGtE GIRf TO OOOR POSf CONNECiION
. .
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DOOR POSf LENCIH
12' DOOR POSf
GtRT CHflNNEL 15432421
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.
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DETAIL G281 8" SINGtE GIRr TO DOOR POSf CONNECT70N
DEfAIL G282 B' DOUBLE GIRf TO OOOR POSf CONNECfiON
DETNL G292 GIRT 8 GIRT CHNL. TO OOOR POST CONN.
GIRT - TO COLUMN CONNECTION
e
9 B'
DEfAIL X040 FlE1D WORK DOOR POST
a
D AI G3
REVISION N0. 1 REVISION NO. 2
PROOUCT OF THE BUILDER: PRPIECT:
BUILDING ORDfR DESCRIPIION: ORAWING TIRE
DRW: BAX75ELV ENG
oae wre
Q
~
=R~
120X145X78 MRF WALL SECONDARY MK: 14 "r avE oa/ox/ 4
e
p1""" g " °RAWH e u T L E R M H N U F R C T U R I N G
MD BUILDING. CORP. BASICS-
30# Roof SL + 3#CLL STRUCTURAL ELEVATION DRAWING NUMBQi: REV.
OROER
EERING
STIN
O
ENGLEWOOD
CO WHEATRIDGE
CO
84 MPH EXP B UBC 97 DETAIL
SHEET -
1
. GENERHL OFFI ES
-KN SI1S ITY. MISSOURI
Y
,
,
sEisMic zoNE 1
n
D 04-1 1 3696-05F 00
•
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.FlEID WORK I I A~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
WAU- PµELS 120'-0' X 4•-0• . .
1 14'-0' % 15'-0' . OPENING . ~
OVQiHFFO OOOR . . .
~J lJ (lb (J b
FRONT ENDWALL PANELING ELEVATION
AT GRID 1
A
1 ' I
.FlElD WORK
WRLL PANELS Z0''OPQlING 0' 1~
101-0' X 10'-0'
OVERHFM DOOR
i I I I1
- - -6W
10'-0' X 10'-0'
04FRMFAD OOOR
l 1 I , 1
~ ~ ~
0
RIGHT SIDEWALL PANELING ELEVATION
AT GRID G
N0.
(9~
BUTLER MRNUFRCTURING
COMPRNY
GENERNL OFFICES-KNNSflS CITY. MISSOURI
PROOUCT OF THE
~~57ULIN)e
OROER ENGINEERING
SYSTEM
i'i
70'-0' X 10'-0'
QJQtXEN DOOR -
(b
- - WALL PANEL SCHEDULE
ID
PMT
NOMBER
E!(.
SUFF.
IM.
SUFF.
LENGIH
DESCRIP170N
W001
570732
106
216-2
SHWAL 50 BIRCH WH
W023
570743
106
037-7
SHWPL HDR 5Q BIRCH WH
W024
5]0]13
106
040-1
SHWPL HDR 50 BIRCM WH
W025
5]0]43
106
042-3
SHWN. HDR 50 BIRCH WH
W026
570743
106
OH-5
SHWPL HDR 5Q BIRCH WH
W02]
5]0]43
706
095-3
SHWPL HDR SQ BIRCH WH
W028
570743
106
167-5
SHWOL HDR 50 BIRCH WH
W029
5]0]43
706
iW-]
SNWAL HDR SQ BIRCH WH
W030
570713
106
170-1
SHWQ.HDR 50 BIRCH WFI
W031
S70743
106
172-3
SHWAL HOR 50 BIRCH WH
W032
5]0]43
106
17!-5
SHWAL HDR 50 BIRCH WH
W073
570743
106
176-7
SHWAL HDR 50 BIRCH WH
W0.34
570713
106
179-1
SHWIL HDR 50 BIRCH WH
W035
5]0]43
106
187-3
SHWAL HDR 50 BIRCH WH
W038
5]0]43
106
183-5
SHWAL HDR 50 BIRCH WH
W037
5]0]43
tOfi
185-7
SHWPL HDR SO BIRCH WH
W078
570713
108
788-1
SHWPL HDR 50 BIRCH WH
W039
570743
706
190-3
SHWAL HDR $0 BIRCH WH
W010
5]0]43
108
192-5
SHWPL HOR SOBIRCH WH
W041
5]0]13
106
19{-7
SHWAL HDR SO BIRCH WH
W042
5]0]43
106
197-1
SHWPL HDR 50 BIRpi WX
W013
5]0]13
106
199-3
SHWPL HDR 50 BIRpf WM
W044
570743
106
201-5
SHWPL HDR SQ BIRCH WH
W045
570713
106
203-7
SHWPL HDR 50 BIRCH WH
W048
570713
106
206-1
. SHWPL HDR SQ BIRCH WH
W047
57074]
106
208-3
SHWN. HDR SQ BIRCH WH
W048
570743
106
210-5
SHWOL HDR 50 BIRCH WH
STANDAftD NOlES:
NP0093 FOR Gfl1ER01. SHWPL WALL PNL INFO REFQt 10 lHE PoLLOWING OWGS :
1081190 - DRAWING INDIX 1087183 - WNl PPNEL LENG7H CALCUUTONS
1081185 - CORNER PANEL AND iRIM INSrPLAl1ON
1081786 - GENERAL INSfALfATION - PANElING FND FfSIENERS
1081787 - PPNEL CONNECl10N OEfAILS
1081197 - PPNEL SIDEIAP FASfQlERS INSfN1ATI0N .
NP0094 1HE DIRECIION OF ERECTION FOR SHADOWALL WALL PrWEL IS
IEFf-TO-RIGM. .
WP0097SHWIL WALL PINEL-TO-PINEL FASIE71iER5 IAE 07364 (1/4 X 3/4 T-30
I TOM 50.F DRIWNGwiRE!
OWNf11Y OF F/SIQlERS TO INSTP31 BEINEIIi SfRUCfUfi/15
GIRr SPACES 3' PND 1E55 = 0
G12f SPACES QJER 3' THRU e' - 1
I ~ GIRT SPACES QJFIi e' e 2 .
~ .S..P«.E iuiiiiiiaaOw~~i«EIWE~FN ALL pSTRUC~RP15. ~ •
wroioo ~3ZwXell i P2°" ur iorsz s UR 80 »IBtiSE FASRQiERS ARE 087362
.NP0109 WAU~ SCRU~BOL~~ FASIENERS ME 097382 (11/32 X 1 1/2.
UNPUNCHm DOOR SIDE GIR75 REOUIRE FlELD DRIllEO 5/16' HOl6.
WP0113 FOR SHAOOWALL OVERHEPD DOOR TRIM INS7ALIATION REFQi TO ORAWINGS
1081201, 1081202 OR 1081203
MD BUILDING CORP. I BASICS-
ENGLEWOOD, CO WHEATRIDGE, CO
WALL LITE PANEL 0570753-055-3 HAS SEEN
SUPPLIED. BUILDER TO FIELD LOCATE AND
CUT SIDEWALL PANELS AS NEEDED FOR LITE
PANEL INSTALLATION. REFER TO STANOARD
DRAWING 1081234 FOR INSTALLATION. THE
WALL LITf PANEL IS TO BE PLACED FROM
THE GIRT AT ELEVATIONI2'-6" ABOVE FINISH
FLOOR, TO THE EAVE.
120X145X18 MRF
30# Roof SL + 3#ClL
84 MPH EXP B UBC 97
SEISMIC ZONE 1
WALL PANEL DftAWING NUMBQ2: 'ftEV.
DRAWING
D04-113696-06 00
•
~ . ~ lJ (t) cb (J
REAR ENDWALL PANELING ELEVATION
AT GRID 7
~
~
~
~
I I
M
t
I I
H
FlE1D WORK
•
W~ PµELS
1-0' X 10' . 1
0 -
0' % 10
-0
20'-0' X 4'-0'
OVERNEAD WM O
VER
HEAD D
.
OOR OPENINC
(
10'-0' X 10'-0'
I
72'-0' X 10'-0'
OVERMEID p00R
OVERHFAD p00R
•
(lb lJ l TJ d
LEFT SIDEWALL PANELING ELEVATION
AT GRID A
S
w
~
s
.
S
N
N
O
n
0
dD
- WALI PANEL SCHEDULE
ID
PARr
NUMBER
OR.
SUFT.
IM.
SIIFF.
IENGM1I
OESCWPIION
W001
570732
706
216-2
SHWAL SQ BIRCH WH
W003
5]0]33
106
216-4
SHWAL Sp BIRCH WH
W004
5]0]33
106
218-6
SHWAL 50 BIRCH WH
W005
5]0]33 .
108
221-0
SHWAL 50 BIRCH WH
W006
570733
106
223-2
SHWAL SQ BIRCH WH
W007
570733
106
225-4
SHWAL SQ BIRCH WH
WOOB
5]0]33
106
227-6
SHWAL SQ BIRCH WH
W009
5]0]33
106
230-0
SHWAL 50 BIRCH WH
WO70
570733
706
232-2
SHWAL 50 BIRCH WH
W011
570733
108
234-4
SHWAL 50 BIRCHWH
W012
570733
106
236-6
SHWAL 50 BIRCH WH
W013
570733
106
238-0
SHWAL 50 BIRCH WH
W014
5]0]33
106
241-2
SHWAL 50 BIRCH WX
W015
5]0]33
106
243-4
SHWAL SO 61RCH WH
W016
570733
106
245-6
SHWAL 50 BIRCHWFI
W017
5]0]33
106
218-0
SHWAL 50 BIRCH WH
W016
5]0]33
108
250-2
SHWAL 50 BIRCH WH
W019
5]0]33
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De-Rev En ineering, Inc.
Geotechuical * Environmental * Foundation Design * Construction Observation * Materials Testing * Forensics
Mr. David Peterson
MD Building Corp.
3601 South Huron
Englewood, Colorado 80110
Re: BASICS (Lot 23)
Soil and Foundation InvesNgation
13201 W. 43'" Drive, Wheat Ridge, Colorado
De-Rey Project No. 03-1100G
Deaz Mr. Peterson:
November 24, 2003
Enclosed is our Soil and Foundation Investigarion for your BASICS Building (Lot 23) just west of I-70
and south of West 40 Avenue at 13201 West 43`d Drive. This report is based on typical conditions we
have found in Wheat Ridge, as well as the detailed information you find in this report.
We appreciate the opportunity to support you on this project aud hope we may be able to support your
next project. If additional information or services aze required, please feel free to contact us.
Respectfuily Submitted
De-Rey Engineering, Inc.
~
4Stepn E. Dee, P.E.
Vice-President
,
747 Sheridan Boulevard, Suite 4A, Lakewood, Colorado 80214 (303) 238-1770 (303) 238-1741 Fax
SOIL AND FOUNDATION INVESTIGATION
BASICS
13201 West 43`d Drive
TABLE OF CONTENTS
1.0 EXECUTIVE SITMMARY ..................................................................................................1
2.0 SCOPE OF WORK ..............................................................................................................2
2.1 Scope of Soil Foundation Investigation ...........................................................................2
2.2 Proposed Construction .....................................................................................................2
3.0 INVESTIGATION ................................................................................................................3
3.1 Field Survey .....................................................................................................................3
3.2 Subsurface Conditions ....................................................................................................3
33 Laboratory Testing of Subgrade Soils .............................................................................3
4.0 ENGINEERING ANALY5IS AND DESIGN ....................................................................4
4.1 Foundations (Spread Footings) ........................................................................................4
4.2 Earthwork ........................................................................................................................5
5.0 RECODIVVIEENDATIONS .....................................................................................................6
5.1 Design Considerations .....................................................................................................6
5.2 Construction Considerations ............................................................................................7
6.0 CLOSURE
10
' VICINII'1' MAP
Figure I
BORiNG LOCATION PLAN
Figure 2
BORING LOGS
Figure 3
LEGEND & NOTES
Figure 4
; SWELL / CONSOLIDATION TEST
Figure Sa- Sb
SLTMMARY OF LABORATORY TEST RESLTI,TS
...................................Table 1
Soil and Fowdation Investigation
13101 West 43'" Drive (Lot 23)
November 24, 2003
De-Rey Engineering, Inc. Proj. No. 03-I IOOG
1.0 EXECUTIVE SUMMARY
1.1 Subsurface Conditions
Subsurface conditions are fairly consistent, with the exceprion of the Northwest corner, where claystone
bedrock was encountered at a depth of hvo (2) feet in Boring number 3. The other borings encountered
manmade fill from seven (7) to twelve (12) feet, generally overlying a layer of sand and gravel with
cobbles. Claystone bedrock was encountered below the sand and gravel layer. Groundwater was
generally encountered at a depth of sixteen (16) feet.
1.2 Foundations
In our opinion, the most feasible system for supporting the proposed structure is:
A. Spread footing foundations of about forty-eight (48) inches width placed below about four (4) feet
depth over one (1) foot of nahual compacted soils and/or structural fill. This foundation system is
the most suitable foundation altemative for light to moderate loads where structural movement is not
critical. An expected total settlement of five (5) inches and a differential settlement of three (3)
inches may be anticipated. A masimum allowable design beazing pressure of 2,000 psf should be
used for soils within ten (10) feet ofthe surface.
B. It is recommended the top one (1) feet of construction debris fill beneath the building foot print and
two (2) feet beyond the foundation limits be replaced with structural fi1L It is also recommended the
top two (2) foot of claystone bedrock beneath the building foot print and two (2) feet beyond the
foundation limits be replaced with sductural fill.
C. Soil lateral load conditions in the at-rest case would be about 39 pounds per square foot per foot of
depth, and in the passive case would be about 280 pounds per square foot per foot of depth.
1.3 Cement
Soils with moderate sulfate exposure occur in the vicinity of this site. We recommend the use of a type II
cement with a water/cement ratio of 0.45.
1.4 A representative of our office should observe the soils' engineering properties to asswe no adverse
deviation occurs from the anticipated conditions outlined in this report.
1.5 More detailed recommendations are made at various locations throughout this report T6ese
must be reviewed to assure proper consideration in system design.
Soil and Founda5on Invesligation
13201 West 43'^ Drive (I.ot 23)
2.0 SCOPE OF WORK
November 24, 2003
De-Rey Engineering Inc. Prq. No. 03-I 100G
De-Rey Engineering, Inc. was retained by MD Building Corp. through Mr. David Peterson, on November
13, 2003 for the purpose of performing a Soil and Foundation Investigation for Lot 23, at 13201 West 43"
Drive (see Figure 1) in Wheat Ridge, Colorado. This report presents the results of the investigation at the
site of the proposed development.
2.1 Scope of Soil and Foundation Investigation
The purpose of this study was to explore the subsurface conditions, obtain some data of the pertinent
engineering chazacteristics of the underlying strata, recommend the most appropriate foundation system,
develop specific foundarion design criteria, attempt to evaluate the risks of slab-on-grade construcfion,
and address other geotechnical factors for the proposed building.
It should be understood that economic and practical constraints limit our sampling and laboratory testing
to only a very small fraction of the total mass of soil and/or bedrock which lies within the zone of
influence of the proposed structure. Our analyses, conclusions and recommendations are based upon the
assumption that samples of the subsurface slrata, wluch we observed and tested, are representafive of the
entire soil mass.
2.2 Proposed Construcfion
As we understand, the proposed construction for the site will consist of a pre-engineered metal building
approzcimately one hundred forty-five (145) feet long by one hundred twenty (120) feet wide with
sidewalls about sixteen (16) feet high. The ridge line of the building is anticipated to be about twenty
(20) feet. The building will be single story and designed to accommodate six (6) to eight (8) tenants.
Pazking will be provided for up to twenty-seven (27) passenger to small truck types of vehicles. There
will be eight (8) loading docks for smaller vehicles (single unit two- to three-axle) and one (1) loading
dock for tractor-trailer type (three- to five-asle) vehicles.
2
Soil and Foundafion ImestigaTion
13201 West 43'" Drive (I,o[ 23)
3.0 INVESTIGATION
3.1 Field Survey
November 7A, 2003
De-Rey Engineering, Inc. Proj. No. 03-1100G
The field exploration portion of this project took place on November 18, 2003. Borings were advanced
using a CME-45 drill rig mounted on a Ford chassis.
Five (5) exploratory borings were drilled at the site. Borings were advanced to about twenty (20) feet for
evaluating foundation design parameters. These boring locations aze shown in figure 2.
3.2 Subsurface Couditions
Topsoil at the site ranged from one (1) inch to about four (4) inches in depth. This topsoil genera7ly
consisted of tan to dark brown sand to silty sand with clay which contained organic material and
supported field grasses.
SubsurFace condirions aze fairly consistent, with the exception of the Northwest corner, where claystone
bedrock was encountered at a depth of two (2) feet in Boring number 3. The other borings encountered
manmade fill from seven (7) to twelve (12) feet, generally overlying a layer of sand and gravel with
cobbles. Claystone bedrock was encountered below the sand and gravel layer. Groundwater was
generally encouutered at a depth of siaReen (16) feet.
3.3 Laboratory Testing of Subgrade Soils
All samples were cazefully inspected and classified in the laboratory by the project engineer. Natural
water contents, dry unit weights, Atterberg Limits, and partial (percent passing the US No. 200 sieve)
gradations and swell/consolidations were performed on relafively undisturbed drive samples or disturbed
bag samples of typical materials enwuntered (see Table 1).
Laboratory testing confirmed the loose to medium consistency of the fill materials. Natural densities of
natural soils were on the order of 106A to 120.9 pounds per cubic foot (pcfl. Natural densities of
manmade Fill were on the order of 85.0 pounds per cubic foot (pcf). Most of these soils were of a plastic
nature. Natural moisture contents ranged from 8.8 percent to 20.9 percent.
i
~ SwelUconsolidation testing at boring 1, at four (4) feet showed initial consolidation of about 1.6 percent
followed by about 0.09 percent swell upon inundation at 0.5 Ksf loading. Swelllconsolidation testing at
i
` boring 3, at four (4) feet showed initial consolidation of about 1.0 percent followed by about 1.6 percent
consolidation a8er inundation at 1.0 Ksf loading. SwelUConsolidation tesfing at boring 3, at fourteen
(14) feet, showed total consolidation of 1.6 percent at 2.0 Ksf.
3
Soil and Foundation Investigation
13201 West 43b Drive (I.o[ 23)
November 24, 2003
De-Rey Engineering Inc. Proj. No. 03-1100G
4.0 ENGINEERING ANALYSIS AND DESIGN
4.1 Foundation
4.1.1 Column Pad Type Foundation
Column Pad Type Foundation with curtain wall. This type of foundarion is the most appropriate type of
foundation given the column loads and the soil conditions on site. In this foundation system, the vertical
building loads are designed using the maximum allowable beazing capacity and the horizontal building
loads aze designed using the passive presswe component of the off-site soils. A trench foundation is
provided to reduce moisture migration into the building envelope and to provide shuctural support for
lightly loaded building components. An expected total settlement of two (2) inches and a differential
settlement of one and a half (1.5) inches may be anticipated. A maximum allowable design bearing
pressure of 2,000 pounds per square foot for soils less than ten (10) feet beneath the surface.
Soil provides lateral loading condirions as well. The conshuction debris (broken asphalt, broken concrete,
claystone fill, etc.) does provide some uncertainfies in calculating the active, at-rest and passive loading
conditions. The angle of internal friction "0" (in degrees) varies with the granularity of the soil to a
certain degree. The angle of internal friction used for this investigation ranged from thirty-three (33) to
thirly-six (36) degrees. This provided an at-rest lateral loading of about 39 pounds per square foot per foot
of depth, and a passive lateral loading of about 280 pounds per squaze foot per foot of depth
4.1.2 Spread Footings
As shown by the natural densities and the blow counts, the material is in a relatively loose/soft
consistency. Use of conventional spread footings may allow excessive settlement. Based on the samples
and material tests, these soils should have an allowable bearing capacity of about 2.0 ksf. Footings should
be placed below frost depth; about thirty-six (36) inches. It is estimated that total settlement would be
about five (5) inches and differential settlement would be about three (3) inches. It may be cost effective
to consider over-excauation of the footings location, re-compacting the top three (3) feet of backfil} or
perhaps importing structural backfill for the top rivo (2) feet beneath footings. An addifional 250 psf in
bearing capacity may be achieved if the footings aze placed about four (4) feet below the surface. A
minimum footing width of forty-eight (48) inches and a minimum pad size of sixty (60) inches by sixty
(60) inches should be used. Interior pads may be rivo (2) feet beneath the surFace. Additional
reinforcement may be appropriate to develop a stiffer footing/beam section.
4
Soil and FoundaUOn Inves[igation November 24, 2003
13201 West 43"' Drive (Lot 23) De-Rey Engineering, Inc. Proj. No. 03-1100G
To reduce the amount of total and differenrial settlement it may be cost effective to consider over-
excavation of the building footprint and re-compacting the soil. It is estimated that total settlement would
be reduced to about three (3) inches and differential settlement would be about two (2) inches if the top
three (3) feet of backfill. Importing structural backfill for the top four (4) feet beneath footings and slabs
could reduce this fiuther.
It is estimated that total settlement would be about three (3) inches and differential settlement would be
about two (2) inches. It may be less of a risk factor to consider over-excavation of the footings location,
re-compacting the top three (3) feet of backfill or perhaps importing structural backfill for the top two (2)
feet beneath footings.
It is recommended the top one (1) feet of construction debris fill beneath the building foot print and two
(2) feet beyond the foundation limits be replaced with structural fi1L It is also recommended the top two
(2) foot of claystone bedrock beneath the building foot print and two (2) feet beyond the foundation limits
be replaced with structural fill.
4.2 Earthwork
Although the soils are typically of a low to no-swell nature, drainage is still necessary to reduce adverse
problems with soils, such as frost heave or strength reduction due to saturation. It is appropriate to slope
the earthwork away from any building. For soil or earthen slopes, a slope of five (5) to ten (10) percent
(0.5 foot to one (1) foot in the first 10 feet) would be appropriate.
It is recommended the top one (1) feet of construcrion debris fill beneath the building foot print and two
(2) feet beyond the foundation limits be replaced with structural fi1L It is also recommended the top two
(2) foot of claystone bedrock beneath the building foot print and two (2) feet beyond the foundation limits
be replaced with shuctural fill.
5
Soi] and Founda6on Investigation
] 3201 Wes[ 43i° Drive (Lot 23)
5.0
5.1 Desigu Considerations
November 24, 2003
De-Rey Engineering, Inc. Proj. No. 03-1100G
RECOMMENDATIONS
51.1 Column Pad Type Foundafion
Column Pad Type Foundarion with cmtaiu wa11. Tlus type of foundation is the most appropriate type of
foundation given the column loads and the soil conditions on site. In this foundarion system, the vertical
build'mg loads are designed using the maximum allowable bearing capacily and the horizontal building
loads aze designed using the passive pressure component of the off-site soils. A trench foundation is
provided to reduce moisture migration into the building envelope and to provide shuctural support for
lightly loaded building components. An expected total settlement of two (2) inches and a differential
settlement of one and a half (1.5) inches may be anticipated. A maximum allowable design beazing
presswe of 2,000 pounds per square foot.
Soil provides lateral loading conditions as well. The construction debris (broken asphalt, broken concrete,
claystone fill, etc.) does provide some uncertainties in calculating the active, at-rest and passive loading
conditions. The angle of internal friction "(D" (in degrees) vazies with the granulazity of the soil to a
certain degree. The angle of intemal friction used far this investigafion ranged from thirty-three (33) to
thirly-six (36) degrees. This provided an at-rest lateral loading of about 39 pounds per square foot per foot
of depth, and a passive lateral loading of about 280 pounds per square foot per foot of depth
5.1.2 Spread Footing
Foundation walis should be reinforced at the top and bottom. This is to give them sufficient beam
strength to span isolated loose pockets of about five (5) to seven (7) feet which may occur in the strata
below foundation levels.
In all cases, minimum fooring width of forLy-eight (48) inches is recommended. The bottom of exterior
footings should be placed a minimum thirty-sizc (36) inches beneath the surface. Pad foundations should
be a minimum of sixty (60) inches by sixty (60) inches. Interior pads may be two (2) feet below the
surface. The top three (3) feet of material below the footings and pads should be removed, moisture
treated and re-compacted to 95 percent of the soils maximum dry density using a Modified Proctor test
after removal of deleterious materials. The soil may be extra sensirive to moisture content so a moisture
range of -3 to +l percent of optimum moisture content is recommended. The natural material should have
amax;mum allowable design bearing pressure of 1,000 psf.
6
Soil and FoundaNon Invesfigation November 7A, 2003
13201 West 43'^ Drive (Lot 23) De-Rey Engineering, Inc. Proj. No. 03-11000
5.1.3 Drainage
A. Adequate surface drainage provision should be made so as to minimize water flowing to the
subgrade soils beneath the buildings. The life of any structure is greatly diminished by improper
drainage. Bacldll azound the buildings should be moistened and well compacted during
conshvctioa The fmal ground surface should be giveu a good slope away from the building. A
minunum slope of six (6) inches in the first five (5) feet (10% slope) is recommended. Paved
surfaces may be sloped a minimum of one aad a half (1.5) inches in the first five (5) feet (2.5%
slope). Roof downspouts should dischazge onto splash biocks. Down spouts and/or pavements
should extend to beyond the limit of the foundation backfill.
B. Permanent subsurface drainage is not expected for this building. A perimeter subdrain system is
not needed for this building. If a drain is installed, it should be sloped to daylight or to a sump.
Drain slopes should be no steeper than two horizontal to one vertical. Due to the sandy soil/fill it
is anticipated that a reasonably high percolation rate in the soils would occur.
5.1.4 Utitities
Utility backfill should be compacted as appropriate for the proposed surface uses (landscape, building,
pavement, etc.). Cobbles (3 inches plus) and boulders should not be present in bedding fill within one
foot of the utility lines. Cobbles up to eight inches may be used in the utility backfill outside this one foot
bedd'mg. Cobbles over eight inches should not be allowed in any utility backfill. On-site materials, with
organic materials removed, aze suitable backtill if properly screened/processed to meet gradation
requirements. Backfill around electric lines should be clean sand material.
5.2 Construction Considerations
5.2.1 Column Pad Type Foundation
A geotechnical engineer should inspect the soils exposed in the bottom of the footing excauations.
Pockets of loose, soft, or other undesirable material should be replaced with properly compacted
shuctural fill approved by the engineer.
The top rivo (2) feet of soiUfill beneath the footings and slabs should be removed, replaced with structural
fill, moisture treated and re-compacted prior to eonstruction of footings or slabs. These soils should be
compacted to ninety-five (95) peroent maximum Modified Proctor density (ASTM D-1557).
Any structural backfill used on-site or over natural soils should also be compacted to ninety-five (95)
percent maximum Modified Proctor density.
7
Soil and Foundation Investigation November 24, 2003
13201 Wes[ 43i° Drive (I.ot 23) De.Rey Engineering, Inc. Pmj. No. 03-I 100G
Any excessively clayey material or pockets encountered during excavation for footings should be
removed and replaced with suitable material.
5.2.2 Spread Footings
A geotechnical engineer should inspect the soils exposed in the bottom of the footing excavafions.
Pockets of loose, soft, or other undesirable material should be replaced with properly compacted
siructural fill approved by the engineer.
The top two (2) feet of soiUfill beneath the footings and slabs should be removed, replaced with siructural
fill, moisture treated and re-compacted prior to conshuction of footings or slabs. These soils should be
wmpacted to ninety-five (95) percent maximum Modified Proctor density (ASTM D-1557).
Any structural backfill used on-site or over natural soils should also be compacted to ninety-five (95)
percent maximum Modified Proctor density.
Any excessively clayey material or pockets encountered during excavation for foorings should be
removed and replaced with suitable material.
5.2.3 EaMhwork
We recommend that cut and fill slopes be no steeper than two (2) horizontal to one (1) verticaL Any
excauation must comply with OSHA requirements (29 CFR Part 1926).
Structural fill should consist of either inherently non-swelling granular material, at an increased risk,
material which can be placed and maintained in such manner that its swell potential is minimized. Any
imported material should be approved prior to its use.
Structural fill should be compacted to at least ninety-five (95) per cent of the masimum Modified Proctor
density (per ASTM D-1557) at a moisture content range of -3 to +1 percent of optimum moisture content.
The necessary moisture content and density of any imported material would be determined at the time of
approval. The moisture content of essentially granulaz material such as sand would not be as critical.
5.2.4 UtiGNes
Caving of the natural soils could likely occur during construction. Shoring, trench-boxes, and/or sloping
trench walls might be necessary. Compliance with 29 CFR 1926 is required.
8
Soil and Foundation Investigation
13201 West 43r° Drive (La[ 23)
Navember 24, 2003
De-Rey Engineering Inc. Proj. No. 03-1100G
Ufility backfill should be compacted as appropriate for the proposed surface use (landscape, building,
pavement, etc.). Cobbles (3 inches plus) and boulders should not be present in bedding fill within one
foot of the utility lines. Cobbles up to eight inches may be used in utility backfill outside this one foot
bedding. Cobbles (8 inches plus) should not be allowed 'm any utility backfill. On-site materials, with
' organic materials removed, are suitable backfill if properly screened/processed to meet gradation
requirements. Backfill around electric lines should be clean sand material.
9
Soil and Fomdation Inves[igation
13201 West 43`" Drive (I.oC 23)
6.0 CLOSIIRE
November 24, 2003
De-Rey Engineering, Inc. Proj. No. 03-1100G
The geotechnical fmdings, recommendations, professional judgment, and criteria on design alternatives
provided herein were developed form the information obtained from the test borings that reflect the
subsurface condifions only at the specific locations and at the particulaz time designated on the test
boring. Soil and groundwater conditions may differ from conditions occurring at the test boring
locations. The nature and extent of any variation in the test borings may not become evident until during
the course of construction. If variations do appear, it may become necessary to reevaluate the
recommendations of this report after observing the variation.
Our professional services have been performed, our fmdings obtained and our recommendations prepared
in accordance with generally accepted geotechnical engineering principles and practices. The engineering
work performed and judgments rendered meet the standards of care for ow profession for this azea. This
warranty is in lieu of a11 other warrauties either expressed or implied. De-Rey Engineering, Inc., is not
responsible for the conclusions, opinions, or recommendations made by others based on the data we have
presented. Any person using this report for bidding or construction purposes should perform such
independent investigarion as they deem necessary to satisfy themselves as to the surface and subsurface
conditions to be encountered and the procedures to be used in the performance of this project.
The copyright laws of the United States and Pan-American conventions protect this report. This report is
produced for the exclusive use of our client(s) and their agent(s) in the performance of constructing the
facilities outlined in this report. Copying this report or portions of this report without the express written
permission of De-Rey Engineering, Inc., or the author, is specifically prohibited.
Respectfully Submitted for
De-Rey Engineering, Inc.
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VICINITY MAP
Suite 4A
Lakewood, Colorado
From: USGS Quad: Morrison 1465 (R I480)
80214
ENG/NEER/NG, INC. - (303) 238-1770
DRAWN BY: CG
SCALE:
Soil and Fonndation Investigation
CHECKED BY: SD
Vertical:
13201 W est 43" Drive
DATE: November 24, 2003
Horizontal: 1" =2000'
Wheat Ridge, Colorado
PROJECT NO: 03-1100G
FIGUI2E: 1
OUMPSFER TRASH
ENCLOSURE . DUA?STER
EHCL0.5UflE
~oscaFE nrzea ~ar-0• 9I uwoscaaeaaen'`,
635" I
~ BORING 3
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BORING LOCATION PLAN
Soil and Foundation Investigation
13201 West 43"' Ddve
Wheai Ridge, Colorado
747 Sheridan Blvd.
Suite 4A
QW6.f -M 9 W6.f L,akewood, Colorado
80214
ENG/NEERING, INC. (303) 238-1770
DRAWN BY: CG SCALE:
CHECKED BY: SD Vertical:
DATE: November 24, 2003 Horizontal: P' = 100'
PROJECT NO: 03-1100G FIGURE: 2 ,
BORING
B-1
B-2
B-3
0' r
16.iW;!
iRlAA,i
iec3:I
5'
] 0' F-
15' I-
20' f
I 25' r
I 30' L-
12/12" ~~V 32/6„
50/4"
Zee
747 Sheridan Blvd.
Suite 4A
BORING LOGS L,akewood, Colorado
80214
ENGlNEERlNG, INC. (303) 238-1770
DRAWN BY: CG SCALE:
Soil and Foundation ]nvestigarion CIiECKED BY: SD Vertical: P' = 5'
13201 West 43' Drive DATE: November 24, 2003 Horizontal:
Wheat Ridge, Colorado PROJECT NO: 03-1100G FIGURE: 3
B-5
B-4
Fill, Claystone, Asphalt Fragmenu, Clay & Sand. May contain large fragments
Sand and Gravel, moist to wet, occasional cobbles
'O.~oyyy'9:P.
p 4:)
/ /
r~ Claystone bedrock, severely weathered, grey, moist
~ Claystone bedrock, gey to dark grey, moist to dry
,
5 min. Water level, time after drilling
Disturbed sample collected
Undisturbed sample collected
42/12 Blow counts; it took about forty two (42) blows to drive the sample 12 inches (ASTMD-1586)
Area of Caving Soils
NOTES:
1. The samples were collected on November 18, 2003 using a CME 45 drill rig mounted on a Ford chassis
2. The stratification lines represent the approximate boundary between soil types and the transition may be gradual.
3. The boring logs show subsurface conditions at the dates and locations indicated, and it is not warranted that they aze
representative of subswface conditions at other locations or times.
LEGEND & NOTES
Soi] and Foundation Investigation
13201 West 43d Drive
Wheat Ridge, Colorado
747 Sheridan Blvd.
Suite 4A
( Lakewood, Colorado
80214
ENG/NEERING, lNC. (303) 238-1770
DRAWN BY: CG SCALE: '
CHECI{ED BY: SD Vertical:
DATE: November 24. 2003 Horizontal: NA
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SWELL CONSOLIDATION TEST
Sample 1: Boring 1@ 4'
Soil and Foundation Inves6gation
13201 West 43i° Drive
Wheat Ridge, Colorado
1.00
Load (KSF)
10.00
747 Sheridan Blvd.
- Suite 4A
Lakewood, Colorado
80214
ENG/NEERING,lNC. (303)238-1770
DRAWN BY: SD SCALE:
CHECKED BY: SD Vertical:
DATE: November 24, 2003 Horizontal: NA
PROJECT NO: 03-1100G FIGURE: Sa
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SWELL CONSOLIDATION TEST
Sample 1: Baring 3@ 14'
Soil and Foundation Investigarion
13201 West 43rd Drive
Wheat Ridge, Colorado
747 Sheridan Blvd.
AMENw- AW' Suite 4A
Lakewood, Colorado
80214
ENGINEER/NG, /NC. 303) 238-1770
DRAWN BY: SD SCALE:
CHECKED BY: SD Vertical:
DATE: November 24, 2003 HorizontaL NA
PROJECT NO: 03-1100G FiGURE: Sb
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COMMUNITY DEVELOPMENT DEPT.
Inspection Services Division
(303) 235-2855
Correction Notice
Job Address: -2-0 1 v.t e 4 3~' ~tL
\j r. k 'V \ crf3
-1 Q t--,n lfi ra -'c q rC, ,-.-N- aod-~- 7
~3) Z)o r\ Gfi i-n SM51 c:9a\ STe>er+ar..1
DO NOT REMOVE THIS NOTICE
When corrections have been made, call for re-inspection at
303-234-5933.
\
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855) °
Building Permit Number : 16871
Date : 3/31 /2004
Property Owner: BASICS ETC.
Property Address : 13201 W 43RD DR Phone : 807-0189
Contractor License No. : 19985
Company : M D Building Corp.
Phone : 761-2422
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
. application, and that I assume full responsibility for compliance with the Wheat Ridge. Building
Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : OFFICE / WAREHOUSE
Construction Value :
$700,000.00
Permit Fee :
$5,439.95
Plan Review Fee :
$3,535.97
Use Tax :
$8,400.00
Total:
$17,375.92
Use :
BUILDING DEPARTMENT USE ONLY
Zoning Co~ SIC : Sq. Ft. :
Approval : TRC OK. NEED TO INCLUDE HANDICAP ACCES AISLES -1 - 8' WIDE VAN
Zoning : pID ACCESSIBLE & 1- 5' WIDE. WALL LIGHTS MAY NOT EXCEED 12'
FROM GRADE
Approval: MS
3/15/04
3/22/04. SEE ATTACHED COMMENTS
Approval : DFB
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : 21911 rApproval bing License No :19557 Mechanical License No : 17977
Company :Shamrock Electric Cpany :Security Plumbing & Company : K C A Companies Inc.
Expiration Date : 2/28/2005 Heating Expiration Date : 3/31/2005
Approval : OKIKS ration Date : 6/7/2005 Approval : OK/KS
: OK/KS
(1) This permit was issued in accordance with the ons set forth in o ication and is subject to the laws of ihe State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colo2do or any other applirable ordinances of the City.
(2) This permit shall expire if (A) ihe work authorized is not commenced within sixty (60) days from issue date or (B) ihe building authorized is suspended or
abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the
original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that wiil change the natural flow of water causing a drainage problem.
(5) Contractor shall notify ihe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
pmceediing with suc sive phases of the job. -
(6) The issua it or prova o ings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe
provi s yild- es 9r any other nce, law, mle or regulation. .
Chief Building Inspector Please sign Terms and Conditions on reverse side of page.
MD Building Corp.
PO Boz 1812
Englewood, CO 80150
303-751-2422
303-761-5340 fcrx
June 7, 2004
G1ty af WhEStridge
Attn.; Kristy Schutto
RE: BASICS, 13210 W. 43 Drive, Pernut #16871
Dear Kristi,
This letter is to verify that the new plumbing cont:acior of record will be Secunty Plumbing & Hexting. Theic Wheatridge
contractor's license number is CityLic14557, issued yesterday, 6/7/04.
!f you have any questions, please crall ine at 303-210-0886.
Sincerely,
Neisen
ZZRV.
MD Building Corp.
Z9 30t7d S?J3QlIIlHQW 04£519L-£0£
GL:bi b00Z180/90
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18171
BUILDING INSPECTION LINE -(303-234-5953) Date : 12/22/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: DAN NOYES
Property Address : 13201 W 43RD DR Phone : 277-9127
Contractor License No. : 19466
Company : AAA Sign Services Phone : 279 5977
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : $1,200.00
I hereby certiTy that the setback distances proposed by this permit application are accurate, and Permit Fee : $58.34
do not violate applicable ordinances, rules or regulafions of the Ciry of Whe Ridge or
covenants, easements or restrictions of record; that all measurements s , and allegations Plan RevieW Fee : $0.00
made are accurate; that I have read and agree ~ bide by all co ditio pr ted on this
application, and that I assume full responsibi' or co plia ce ith e eat Ridge Building US2 TeX : $14.40
Code (U.B.C J and all other applicable W Ridg ordin c s, f r w under this permit.
(OWNER)(CONTRACTOR) SIGNED TE/_6Total: $72.74
Use :
Description : NON I -DIRECTORY SIGN. SQ. SQ. FT.
BUILDING DEPARTMENT USE ONLY
SIC
Approval : TRC
Zoning : pRD
OK
Approval:
ubli ' s' a o, s.
Approval:
Occupancy : Walls
ALL ELEC, MUST MEET 2002 NEC
Roof
Electrical License No :
Company :
Plumbing License No :
Company :
Sq. Ft. :
Stories : Residential Units :
Mechanical License No :
Company :
Expiration Date : Expiration Date : Ezpiration Date :
Approval: Approval: Approval:
(i) This pertnit was issued in accordance wi[h the provisions set forth in yopur application and is subjedto the laws of ihe State of Coloredo and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any oiher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sirzty (60) days from issue date or (B) the building authonzed is suspended or
abandoned for a period of.120 days (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have 6een orwill be made in the
original plans and specifications and "any suspension or abandonment has not exceeded one (1) year: If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new pertnit (4) Noworkofanymannershallbedonethatwilichangethenaturalflowofwatercausing.a.dreinageproblem. (5) ConVactor shall notify the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing w' essive 'ob. (6) The is c pe ' aTIhe approval of ings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pr si g s. ortlinance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number:
oF WHEqTq BUILDING INSPECTION LINE - 303-234-5933 Date:
~ o CITY OF WHEAT RIDGE
" m 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
°°`°R"°° APPLICATIC?N
Properly Owner: 1}tn1 1•1 Oy£S
Property Address: I 31s t W- 4~ w' -b!'tuL Phone: 56 3- a77 - q f 2]
Contractor License No.: t 9 -Ro (o
Company: ~RR Sl./on~ S~'v~ce~ Ph3o~-a7~-sqz7
OWNER/CONTRACTOR SIGNAlURE OP UNDERSTANDING AND AGREEMENT
I hereby certify that the setback tlistances proposed by this permit applicatlon are
accurate, and do not wolate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and
agree to abide by all conditions pnnt on lhis application a at I assume full
responsibility for compliance wi~th ce e~Ridge quildin e(U.B.C) and all
other applicable Wheat Ridge Or ~ s worJlkfndBr is ermit.
i
)nstruction Value:$ f 2-60
Permit Fee:$
Plan Review Fee:$
11se Tax:,P,
T0121: $
Description: Aoyl ,~Iuw.cv.u~-ed+ S/f'iJ
!
Sq. Ft. added 96
COMMENTS:
Approval<~-E `
Zoning: Fp
3COMMENTS:
Approval:
WORKS COMMENTS:
Approval:
S.0z kAAcc4m
I IOccupancy: Walls: Roof: Stories: Residential Units: I
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approvai: Approval: Approval:
(t) ThispermitwasissuetlinaccordancewilhtheprovisionssetforthinyourapplicationandissubjecltothelawsoftheStateof
Colorado and to lhe Zoning Regulations and Building Codes of Wheat Ridge, Coloratlo or any other applicable ordinances of
the City.
(2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue date or (B) the building
aulhorized is suspendetl or abandoned for a period of 120 days.
(3) Ifthis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been orwill be matle in ihe original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abantlonment exceeds one (1) year, full fees shall be paitl for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contraclor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of lhe job.
(6) The issuance of a permit or the approval of drawings and specifications shall nol be construed to be a permit for, nor an
approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
BUILDING DEPARTMENT USE ONLY
Chief Building Official
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COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner' BASICS
Property Address : 13201 W 43RD DR
Contractor License No. : 19246
Phone :
Company : Mountain States Fire Protection, Ina Phone : 778 8195
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $30,156.00
I hereby certify that the setback distances proposed by this permit application are accu2te, and
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measuremenGS shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full res ' ility for com liance with th Wheat Ridge Building
Code (U.B.C.) and all other appl' a le Whea idge ~ inances, fo ork under this permit.
(OWNER)(CONTRACTOR)SIGN DATE_A .
Permit Fee : $587.48
Plan Review Fee : $0.00
Use Tax : $361.87
Total: $949.35
Use :
~-7S`• oa G
Description : FIRE SPRINKLER SYSTEM INSTALLATION
BUILDING DEPARTMENT USE ONLY
zo:n~,itg~m-en sic
Approval :
Zoning :
Approval :
Pub`J~~W~~k om e' ts
Approval :
Occupancy: Walls
Electrical License No :
Company :
Expiration Date :
Approval :
Roof : Stories
Plumbing License No :
Company :
Expiration Date :
Approval :
Sq. Ft. :
Residential Units :
Mechanical License No :
Company:
Expiration Date :
Approval :
(1) This pertnit was issued in accordance with the provisions set forth in yopur application and is suhjec[ to ihe laws of the State of Colorado and to the Zonin9
Regulalions and Building Code of Wheat Ridge, Coloredo or anyother applicable oMinances of the City. .
(2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) ihe building authorized is suspended or
abantloned for a penod of 120 days .
(3) If this permit expires, a new pertnit may be acquired for a fee of onc half ihe amount nortnally required, provided no changes have been or will be made in the
onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspedortwenty-four (24) hours inadvance for all inspections and shall receive written approval on inspeclion card before
pmceediing with successive phae4p
ses of the job. (6) The issuance of a r the a o ' s and specifcations shall not be consirued to be a pertnit for, nor an approval of, any violation of the provons o ug c orany other e, law, rule or regulatioa ~
Chief Building Inspector
Building Permit Number : 77427
Date : 7/21/2004
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number:
of WHEqTq BUILDING INSPECTION LINE -303-234-5933 Date:
_ a CITY OF WHEAT RIDGE
° " 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
c~(OftA~~ APPLICATION
Property Owner: ~ ~ C~;'F
Property Address: / 3 ~D/ 4,3 ;J '~)'J Phone:
Contractor License No.:
a
CompanY: rvt, a,,,, r n ( / Phone:
~i~-•{_. ~rt' . Tfa¢ y..r
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
~
I hereby certify that the setback distances proposed by this permii appliption are
accurate, and do not violate applicable ordinances, rules or regulations of the CiTy of
Wheat Ridge or covenants, easements orrestrictions of record; that all measurements
shown, and ~allegations made are accurate; that 1 have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable
Wheat Ridge Ordinances, forwork under this permit. .
(OWNERHrONiRACTOR): SIGNED DATE
mstruction Value:$ 3- i S
Permit Fee:$
Plan Review Fee:$
ilse Tax:
Total:$
(OWNFR)(CAMRACTOR):PRINTED DATE
Description: r,`,.~ c~~,~•,,,,~'~a~ ~3~>~ .~~o.;{-~`a:,,_;
`Sq. Ft. added
ElecVical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) This permit was issued in acwrcfance with ihe provisions set forth in yourapplication and is subjecl to the laws of the State of
Coto2do and to Me Zoning Regulations and Building Codes of Wheat Ridge, Colorado orany other applicable ordinances of
ihe City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the buiiding
auMorized is suspended or abandoned for a period of 120 days. .
(3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes
have been or will be made in tlie originai plans and specifiptions and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abantlonment exceeds one (1) year, Tull fees shall be paid for a new permit
(4) No work of any manner shall be done that will change ihe natural tlow of water pusing a drainage pmblem.
(5) Contractor shall notify the Building Inspector iwenTy-four (24) hours in advance for all inspections and shall receive written
approval on inspection prd before proceeding with successive phases of the job.
(6) The issuance of a pertnit or the approval ot d2wings and spedfiptions shall not be construed W be a pertnit for, nor an
approvai of, any viola6on of the prohsions of the building codes or any other ordinance, law, rule or reguladon.
Chief Building Officiai
; upouir Fire Protection District
Protecting L"wes And Property Since 1962
~ 4755 Isabell Street • Golden, CO 80403
1er'°e~~~o`9°~
Phone 303-279-2928 • Fas 303-278-1252
Division Of Fire Prevention apP# u"« '~7
Plan Review/Permit Application
Project name:
ProjectAddress: 13Z046 c,_i y3 b
AppGcant Name (Contractor): r P'
Address: Z-U 5 a,uc ¢ 5: D~•v v~r 2 ZZ3
Phone: (-?,°3 ) 7 7S,- 5'193 Faac: (303 ) 77fj- e-mail:
Contact Name: S~•~75 Phone: ( 1 e-mail:
Acrion Requested: eview for permit ❑ Review and comment only ❑ Resubmittal ❑ Reinspection
ConstrucHon Type: ❑ Commercial ❑ Residential
Development: ❑ Rezone and subdivision up to 3 lots 0 Rezone and subdivision 4 to 121ots
❑ Development 121ots or more ❑ Fire Protection Letter
❑ Driveway approval ❑ Other
Construction: FD~New Building Construction - Total Square Footage i 73 Z~ Valuation
❑ Tenant Finish (existing building) 91S~prinkler System
❑ Addition To Building ❑ Hood and Duct System
❑ Fire Alarm ❑ Ha1on System
O Underground Fire line ❑ Other
Hazardous Process: ❑ Spray Booth/Operations ❑ UST/AST Removal
❑ UST/AST Installation ❑ LP/Compressed Gas
p HazMat Mgtnt. Plan ❑ Other
Special Permits: ❑ Fireworks Sales ❑ Fireworks Displays
❑ Blasting ❑ Special Event
❑ Tent Permit ❑ Bum Permit
❑ Other
rlre lle ar[men[ use vni
Date Received: Date Completed: -~Y - Reviewed By:
Pemilt/Review Fee: /73• Picked Up By:
Date Paid: ❑ Cash D Check Check #
Fire Department Comments:
Mountain States Fire Protection, Inc:
1220 S. Inca St. Denver, CO 80223
Pleone: (303) 778-8193 Fax: (303) 778-8205
Hydraulic Calculations and Product Literature for a
Fire Sprinkler System installation
BASICS
13210 W. 43rd Dr.
Golden, CO 80403
Approved as drawm subject to Field inspection
and Acceptance Test. Contart Th2 Fairmount
fire Preventzor Ofiics at 279-2928, 48 hours
prior to Accepfance 'Cest.
Fire prutection system installers
are respo, sible icr sysLe,>n meeting
U L. and rranufac?urers rscammendations
of the instailation.
Date
~ F~~C~3C is't~v~;~t~J!!C ~kiCtlLRTIaF~S
%i~litv 9E THE SYSTEMS
Fairmo ire Protection District
Mountnin Stntes Pire Protection, liec.
(303) 778-8193
Hydraulic Calculations
BASICS
13210 W. 43rd Dr.
Golden, CO 80403
Moutttnia Stntes Fire Proleclioie, [itc
(303) 778-8193
Hydraulic Calculations Table of Contents
Most Remote Area - Ordinary Hazard Group II
hloun[nin Stntes Fire Protecrioiy Lzc.
(303) 778-8193
Job Number: t
ReportDescription' Mos[Rertwtelvea
Job _ _
JmuUm~
1
o~~~e~a~,
R. Simpson
JobName
BASICS
P~one
30377&8193
FPX
303-778-8205
pebes ~
13210 W. 43rd Dr.
7
Sn1eCxE5caEaNtieprsa Nwnbx
aae~z
an~
cny
Golden
C
avcam
80403
amsee
System „ , .
: °.sn
0.29gpm/ft
.
a.aofroalimeo:
2000.00ft (Actual 2002.2611:)
rnoaoeireamsv~arivoarn
5.6 K-Factor 24.65 at 19.376
'
H- so-e-
500.00
Cde2gaPx~MkM
85.OOft'
NumbaO(SpvJtlersCalal#H
24
sismm a-re o-na
107.047
syw~ viw o-arm
665.60
romi w-a
1165.60 @ 107.047
vmma Rawu
+13.522 (17 2%)
Supplies =
Node Flow m
1 3240.00
Hose Flow(ppm)
500.00
Stati si Residual(osi)
126.000 90.000
Gheck Pa`rt Gauges,
Identifier Pressure(psi) K-Factor(K) Flow(qpm)
BOR 94283 68.55 665.60
DONALD . , F.P.
N.I.C.E.T. 90 (Spri ler S tem Layout)
303.920-2881 dfergu isherena. eom
Floor PIanZ
Suppty at Natle 7 (3240.00,500.06, 526;000, 9Q.000
)
'
150
~
135
,
'
120
6.
000
105
t
ith hose streams
6
047
6.5.60
3240.00 90.000
90
N
2
d 75
~
N
N
a
60
yste
m d
emand
curve
45
3
0
15
D 1L
"s~
Z
U090501400 1750 2100 2450 28
00 3150 35
00
Water flow, gpm
[M_OOM.E.P.CAD,Inc. !%j4AutoSPRINKO VRv3.4.58796 0312212004 728:01AM Pape1
gJob Number:l
Report Descrip[ion: Mos[ Remo[e Area
dob
,m~,~g
~~~e«
9
R. Simpson
JroNam
9u1eCeRfirAimM1ia~mNUrttu
BASICS
Tdi-s t
PHJ
73210 W. 43rd Dr.
n~ 2
JobSJe
C*Y
9ate
LpCale
Golden
CO
80403
skem s~"""°~
5y
_
5.6 K-Fador 24.65 at 19.376
Spec Warehouse
HczeMwrenwNSfu~ce
OaisM
NaiOlhMiwtim
Spp.pp
029gpm/ft'
2000.OOft' (Actual 200226ft')
/85EO-IHOss9~Wlix
NumMIX~persCelMatetl
Lwsn~V§r5{~nMlar
Node Flow m
24
85.00ft2
N1oFmk RexWZ Rarnre Gm 0.andeMm(s) Mettnl Ta Mort RertolePrea
TfdlHCmStreams
500.00
Tdal Wakr R,wrei (InduCrg Hme Strmmz)
116.5.60
Mmi-m Rauvre Iln~lanre In Icap-.
0.000
MairtumVelmTy~GmuM
44.60 behveen nodes 1 and 5
Mmim~mVHZRyUn~pwntl
14.84 behveen nodes 8 and 3
vk- otxaunDm:
va-aarmApa
1294.74ga1
Suppiies -
Hose Flow Static Residual ~ Flow Available ~ Total Demand Required Safety Margin
Node (qpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)
1 500.00 126.000 90.000 3240.00 120.569 1165.60 707.047 13.522
GOI1lfdCtOf. Cmwea.N-e.r
enre
orcaa me
#026
CaJ~etlvName
Flime
Edenaon
MounYain States Fire Protection, Inc.
.t
FAX
1220 S.Inca St.
AMacs2
Emal
CdY
Smle
LPCOle
Nkb3R
Denver
CO
80223
(N„OO M.E.P.CAD, Inc. eflAutoSPRINK@ VR d3.4.58.796 0312212004 72832AM Page 2
Job Number: t
Report Descnption: Mos[ Remote Area
.
Device
Actual Flow
(qpin)
Minimum Plow
K-Factor
Pressure
51
S rinkler
607
24.67
24_65
5.6
19.414
S rinkler
608
25.04
24.65
516
19.996
S rinkler
609
25.89
24.65
5.6
27.367
Sprinkler
610
27.45
24.65
5.6
24.024
Sprinkler
611
29.91
24.65
5.6
28.524
Sprinkler
612
33.40
24.65
5.6
35.569
~ S rinkler
623
24.65
24.65
5.6
79.376
Sprinkler
624
25.02
24.65
5.6
19.957
Sprinkler
625
25.86
24.65
5.6
21.326
Sprinkler
626
27.42
24.65
5.6
23.979
S rinkler
627
29.88
24.65
5.6
28.471
Sprinkler
628
33.37
24.65
5.6
35.505
Sprinkler
635
24.66
24.65
5.6
19.386
Sprinkler
636
25.02
24.65
5.6
19.967
Sprinkler
637
25.87
24.65
5.6
21.337
S rinkler
638
27.43
24.65
5.6
23.991
Sprinkler
639
29.89
24.65
5.6
28.485
Sprinkler
640
33.38
24.65
5.6
35.522
Sprinkler
651
24.74
24.65
5.6
19.523
Sprinkler
652
25.77
24.65
5.6
20.106
5 rinkler
653
25.96
24.65
5.6
27.483
Sprinkler
654
27.52
24.65
5.6
24.152
Sprinkler
655
29.99
24.65
5.6
28.674
Sprinkler
656
33.48
24.65
5.6
35.753
~ Most Demanding Sprinkler Data
[%ri;OO M.E.P.CAD, Inc. ififiAutoSPRINKO VR v3.4.58796 03/2212004 728:40AM Page 3
~tade=AnaFjisis =
I I~~
Job Number: t
Report Descnption: Most Remofe Area
Node
Elevation Foot
Fittin s
Pressuresi
Oischar e m
43
14-6
P010'-t'/.
55.467
45
16'11Y.
LtE(3'-0'/z
42.424
75
14-6
PO10'-1^/<
55.369
77
16'-4'/.
LtE 3'-4%:
42.347
gg
14-6
PO10'-1'/<
55.395
107
16'-01/.
LtE 3'-4'h)
42.366
141
14-6
P010'-7'/a)
55745
143
16'-0/.
LtE 3'-4'h
42.641
3
0'-6
BOR
94283
581
74'~
2T21'-70)
78.681
5
0'-6
E, H d
107.047
7
-8'-0
2T 63'-7%z
107.225
8
-6-0
T 39-10
706.785
607
19'-8'/a
S r-0 9.414
19.414
24.67
608
19-1
S r-09.996
19.996
25.04
609
18'S'/
S r-27.367
21.367
25.89
610
77'-10
S r-24A24
24A24
27.45
611
17'-2%s
S r-28.524
28.524
29.91
612
16'-6%.
S r-35.569
35.569
33.40
623
194
S r-19.376
19.376
24.65
624
791-1
S r-19.957
19.957
25.02
625
18'S1/.
S r-21.326
21.326
25.86
626
17'-10
S r-23.979
23.979
27A2
627
17'-2'/<
S r-28.477
28.471
29.88
628
16'£%s
S r 35.505
35.505
33.37
635
19'-8'/.
S r-19.386
19.386
24.66
636
19-1
S r-19.967
19.967
25.02
637
18'-5'h
S r-21.337
21.337
25.87
638
17'-10
S r-23.991
23.991
27.43
639
17'-2'/.
S r-28.485
28.485
29.89
640
16'E'/.
S r-35.522
35.522
33.38
651
19'$'/a
S r-19.523
19.523
24.74
652
19-1
S r-20.106
20.106
25.11
653
18'-5%
5 r-21.483
21.483
25.96
654
17'-10
S r-24.152
24.152
27.52
655
17'-2'/.
S r-28.674
28.674
29.99
656
16'-6'/.
S r-35.753
35.753
33.48
1
0'E
S
107.047
665.60
(n.OO M.E.P.CAD, Inc. ~"~AutoSPRINKB VR v3.4.58.796 03/2212004 728:43AM Paqe 4
f~~ Hy~d'raufic kknatys~s
JobNUmbeci
RepoR Oescription' Most Remote Area
Pi Dlpq
Downstream
U stream
Diameter
Elevation
Flow
Discharge
Veloc"
K-Factor
HWC
Pt Pn
Friction Loss
Fittings
Length
Eq. Length
Total Len th
Pressure
Summary
o•••••Routel•••••
BL
1.5360
Q=24.65
4.27
C=120
0.029908
10'-1'
Pf 0.303
623
624
19'-8'/.
191-1
q=24.65
K=5.6
19.376
19.957
Spr(-19.376)
10'-1%
Pe 0278
Pv
BL
1.5360
Q=49.67
8.60
C=120
0.709308
701-0'/
Pf 1.095
624
625
19'-1
181-5Yz
q=25.02
K=5.6
19.957
21.326
Spr(-19.957)
10'-0'/
Pe 0.274
Pv
BL
1.5360
Q=75.53
13.08
C=120
0.237369
10'-01,
Pf 2.378
625
626
18'5%
17-10
q=25.86
K=5.6
21.326
23.979
Spr(-21.326)
10'-0%
Pe 0.274
Pv
BL
1.5360
Q=102.95
17.83
C=120
0.421003
10'-0%
Pf 4.218
626
627
17'-10
17'-2'/.
q=27.42
K=5.6
23.979
28.477
Spr(-23.979)
101-0%
Pe 0.274
Pv
BL
1.5360
Q=132.83
23.00
C=120
0.674573
101-01/1
Pf 6759
627
628
77'-2Ye
16'-6%a
q=29.88
K=5.6
28.477
35.505
Spf(-28.471)
10'-0%
Pe 0.274
Pv
BL
1.5360
Q=16620
26.78
C=120
1.021146
3'-
Pf 6.754
628
77
16-631 ,
16-4'/.
q=33.37
K=5.6
35.505
42.347
Spr(-35.505)
LtE(3'-4%x)
3'-41,
6'-71/
Pe 0.089
Pv
RN
1 5360
0=16620
2878
C=120
1.021146
7'-101/
Pf 12218
77
75
16 4Y<
14'-6
42.347
55.369
PO(10'-1'/<)
10'-11Y
71'-11 %
Pe 0.804
Pv
CM
3.3140
Q=54.73
2.04
C=120
0.003092
8'
Pf 0.026
75
99
14-6
14-6
55.369
55.395
8'
Pe
Pv
CM
3.3140
0=220.97
822
C=120
0.040883
9-637
Pf 0.350
99
147
14'-6
74'-6
55.395
55.745
8'-6'1
Pe
Pv
CM
3.3140
Q=387.77
14.42
C=120
0.175717
769-1
Pf 22.936
741
587
14'-6
14'-6
55.745
78.687
LtE(7'J'/.), T(21'-00)
29'-1'/
198'-2^/
Pe -0.000
Pv
FR
4.3100
Q=665.60
14.64
C=120
0.087436
10'-10%
Pf 9.532
587
3
14'-6
01-6
78.681
94283
f, BFP(-8.582), BOR
10'-101Y
Pe 6.069
Pv
UG
4.2800
Q=665.60
14.84
C=140
0.068016
83'-0%
Pf 8.817
3
g
0'-6
_g'_p
94283
106.785
LtE(10''9), T(35'-10)
46-
129'-7'
Pe 3.685
Pv
UG
8.5100
Q=665.60
3.75
C=140
0.002393
120'-7'/
Pf 0.440
8
7
-8'-0
_g'-0
106.785
107.225
T(63'-71A)
63'-7%
183'-9'/
Pe 0.000
Pv
UG
4.2800
Q=665.60
14.84
C=140
0.068016
40'-9'
Pf 3.507
7
5
0'-6
107225
107.047
LtE(70'-9), E, Hyd
70'-
51'-6%
Pe 3.685
Pv
DY
2.4690
Q=665.60
44.60
C=120
1.318309
0'
Pf 0.000
5
1
0'-6
0'-6
107.047
707.047
S
0'
Pe
Pv
a•••••Route2•••••
BL
1.5360
0=24.66
427
C=120
0.029923.
Pf 0.304
635
636
19'-8%
191-1
q=24.66
K=5.6
19.386
19.967
Spr(-19.386)
10'-1'
Pe 0278
Pv
BL
1.5360
Q=49.68
8.60
C=120
0.109367
701-01/1
Pf 1.096
636
637
191-1
181SYz
q=25.02
K=5.6
19.967
21.337
Spr(-19.967)
70'-0'/
Pe 0.274
Pv
Bl
1.5360
Q=75.55
13.08
C=120
0.237484
10'-0%
Pf 2.380
637
638
18'S'h
17'-10
q=25.87
K=5.6
21.337
23.991
Spr(-27.337)
10'-01,/
Pe 0.274
Pv
BL
1.5360
Q=102.98
77.83
C=120
0.421205
10'-01,/
Pf 4.720
638
639
17'-10
17'-2'/<
q=27.43
K=5.6
23.991
28.485
Spr(-23.991)
10'-01/
Pe 0.274
Pv
BL
1.5360
Q=132.86
23.00
C=120
0.674893
19-0%
Pf 6.762
639
640
17'-2%
76'-6'/<
q=29.89
K=5.6
28.465
35.572
Spr(-28.485)
10'-0'/
Pe 0.274
Pv
BL
1.5360
Q=16624
2878
C=120
1.021626
3'-
Pf 6757
640
101
16'-6%
16'-4'/.
q=33.38
K7-5.6
35.522
42.368
Spr(35.572)
LtE(3'l4%)
3'-4'
6'-71Y
Pe 0.089
Pv
RN
1.5360
Q=16624
2878
C=120
1.027626
1'-101Y
Pf 12224
701
99
16'-4'/.
14'-6
42.368
55.395
P0 (10'-1Y.)
10'-1%
71'-111/
Pe 0.804
Pv
.~•••••Route3•••••
BL
1.5360
0=24.67
427
C=120
0.029963
10'-1'
Pf 0.304
607
608
19'-8%
191-1
q=24.67
K7-5.6
19.414
19.996
Spr(-19.414)
10'-1 %
Pe 0278
Pv
An_OO M.E.P.CAD, Inc :°.$jAutoSPRWKO VR v3.4.58796 03122/2004 728:46AM Pape 5
A ~i~tirauC~~Analys~s-~
ur~
Job Numbec i
Report Oescription: Mos[ Remote Area
Pi e T e. Diameter
Downs[ream Elevation
U stream
Flow
Uischarge
Velceit
K-Factor
HWC
Pt
Friction Loss
Pn Fittings
Length
Eq. Length
ToWI Len th
Pressure
Summary
BL
1.5360
Q=4972
8.61
C=120
0.109506
10'-0%
Pf 1.097
608
609
19'-1
78'S'h
q=25.04
K=5.6
19.996
21.367
Spr(-19.996)
10'-01/,
Pe 0.274
Pv
BL
7.5360
0=75.60
13.09
C=120
0237797
10'-0'/
Pf 2.383
609
610
18'-5%
17'-10
q=25.89
K=5.6
21.367
24.024
Spr(-21.367)
10'-Q'/
Pe 0274
Pv
BL
1.5360
4=103.05
17.84
C=120
0.421755
10'-0%
Pf 4.226
610
611
77'-t0
77'-2'/.
q=27.45
K=5.6
24.024
28.524
Spr(-24.024)
10'-0%
Pe 0274
Pv
BL
1.5360
Q=132.96
23.02
C=120
0.675767
10'-0%
Pf 6.771
611
612
17'-2'/.
16'-6'/<
q=29.91
K=5.6
28.524
35.569
Spr(-28.524)
10'-0%
Pe 0.274
Pv
BL
1.5360
Q=166.36
28.80
C=120
1.022937
3'-
Pf 6.766
612
45
16'-6%
16'-4'/<
q=33.40
K=5.6
35.569
42.424
Spr(.35.569)
LtE(3'-0'h)
3'-4'
6-71/
Pe 0.089
Pv
RN
7.5360
Q=166.36
28.80
C=120
1.022937
1'-10%
Pf 12240
45
43
16'-0Y.
14'-6
42-424
55.467
PO(10'-7'/a)
10'-1 %
11'-11'
Pe 0.804
Pv
CM
3.3140
Q=277.83
10.33
C=120
0.062448
322'-2'/
Pf 23214
43
581
14'-6
14'-6
55.467
78.681
2E(10'-2'/.), LtE(7'~'/.), T(21'-10)
49'-
371'~'/
Pe -0.000
Pv
~•••••Route4•••••
BL
1.5360
0=2474
428
C=720
0.030119
10'-1 %
Pf 0.306
651
652
19'-8'/a
19'-1
q=24.74
K=5.6
19.523
20.106
Spr(-19.523)
70'-73/
Pe 0.278
Pv
BL
7.5360
Q=49.85
8.63
C=720
0.110071
10'-0%
Pf 7.703
652
653
19'-1
18'SYz
q=25.11
K=5.6
20.106
21.483
Spr(-20.106)
10'-0%
Pe 0.274
Pv
BL
1.5360
Q=75.81
13.13
C=120
0239013
10'-0'/
Pf 2.395
653
654
18'-5'/
17'-10
q=25.96
K=5.6
21.483
24.152
Spr(-21.483)
10'-0%
Pe 0.274
Pv
BL
1.5360
Q=103.33
17.89
C=120
0.423892
70'-0%
Pf 4.247
654
655
17'-10
17'-2'/.
q=27.52
K=5.6
"
24.152
28.674
Spr(-24.152)
70'-0'/
Pe 0.274
Pv
BL
1.5360
Q=133.32
23.08
C=120
0.679160
10'-01Y
pf 6.805
655
656
17'-2%
16'-6'/.
q=29.99
K=5.6
28.674
35.753
Spr(-28.674)
10'-0%
Pe 0274
Pv
BL
1.5360
Q=766.80
28_88
C=120
1.028072
3'
Pf 6.799
656
143
16-6'/.
16'-4'/.
q=33.48
K=5.6
35.753
42.641
Spr(-35.753)
LtE(3'-4%x)
3'411
6-7%
Pe 0.089
Pv
RN
1.5360
Q=166.80
28.88
C=120
1.028022
1'-10%
Pf 12.301
143
141
16-4Y.
74'~
42.641
55.745
PO(10'-1'.)
10'-1'/
it'-11'
Pe 0.804
Pv
v•••••RouteS•••••
CM
3.3140
Q=111.47
4.15
C=120
0.011529
6
Pf 0.098
75
43
14'-6
14'-6
55.369
55.467
-
8'
Pe
Pv
Equivalent Pipe Lengths o(VaNes and Fittings (C=720 only)
C-Value Muttip_iiei
~
Actual Inside Diameter
Schedule 40 Steel Pipe Inside Diameter
487
) = F
ador
Value Of C 100 130
Multiplying Factor 0.713 7.16
740 750
1.33 1.51
[M,OOM.E.P.CAD,Inc ~7fiAutoSPRWK0VRv3.4.58796 03/2212004 728:46AM Page6
Pt
BL
CM
DR
DY
FM
FR
MS
OR
RN
SP
ST
Branch Line
Elevation Foot
Cross Main
Flow gpm
Drop
Discharge gpm
Dynamic
Velocity fps
Feed Main
pressure psi
Feed Riser
Length Foot
Miscellaneous
Friction Loss psUFOOt
Outrigger
HWC Hazen-Williams Constant
Riser Nipple
pt Total preuure at a poiM in a pipe
Sprig
pn Normal pressure at a point in a pipe
Stand Pipe
pf Pressure lou due to fiction belween poiMs
Underground
pe Pressure due to elevation dl8erence between indicated points
Pv Velocity pressure at a point in a pipe
Job Number: 1
RepoR Descnplion_ Mos[ Remote Area
Length Pressure
Eq. Length Summary
AngV Angle Valve
b
Bushing
BaIV
Ball Valve
BFP
Backflow Preventer
BV
Butterfly Valve
C
Cross Flow Tum 90°
cplg
Coupling
Cr
Cross Run
CV
Check Valve
De1V
Deluge Valve
DPV
Dry Pipe Valve
E
90° Elbow
EE
45° Elbow
Ee1
11'/.° Elbow
Ee2
22'h° Elbow
f
Flow Device
FDC
Fire Department Connection
fE
900 FireLock(TM) Elbow
fEE
45° FireLock(TM) Elbow
flg
Flange
FN
Floating Node
ff
FireLOCk(TM) Tee
g
Gauge
GIoV
Globe Valve
GV
Gate Valve
Hose
Hose
HV
Hose Valve
Hyd
Hydrant
LtE
Long Turn Elbow
mecT
Mechaniral Tee
Noz
Nozzle
P1
Pump In
P2
Pump Out
PIV
Post Indicating Valve
PO
Pipe Outlet
PRV
Pressure Reducing Valve
red
ReducedAdapter
S
Supply
Spr
Sprinkler
St
Strainer
T
Tee Flow Tum 90°
Tr
Tee Run
U
Union
WirF
Wirsbo
WMV
WaterMeterVaNe
Z
Cap
(µ.OO M.E.P.CAD, Inc. dyAutoSPRINKB VR v3.4.58796 03/22/2004 7 28:46AM Page 7
Jab Number: 1
Repwt Descnption: Mos[ Remote Area
Job
BASICS
13210 W. 43rd Dr.
Golden CO, 80403
Design Basis
Occupancy:
Total Sprinklers:
Spec. Warehouse
243
Number Of Sprinklers Calculated: 24
K-Factor:
Orifice Size:
Design Density:
Average Density:
Area Of Application:
5.6
0.5
0.29gpm/ft2
0.33g pm/ft2
2000.00ft2 (Actual 2002.26ft2)
Demand At Base Of Riser (BOR)
Total Demand Flow(gpm):
665.60
Pressure(psi):
94.283
Water Supply Information At Time Of Design
Static Pressure(psi): 126.000
Residual Pressure(psi): 90.000
Supply Flow(gpm): 3240.00
Total Demand Flow(gpm): 1165.60
Total Demand Pressure(psi): 107.047
O M.E.P.CAD, loc. .~jfiAutoSPRINKO VR v3.4.58.796 0312212004 728:49AM Paqe 8
Job Number: t
Report Oescription: Most Remote Area
Supply at Node 1
,50
135
Stati
c Press
ure 126.00
0
120
105
1165
.60withhose
streams
665.6
0 @ 107.0
47
90
3240.00 ~ 90.000
N
a
a 75
N
N
W
`
a
60
Sys
tem dem
and curve
45
30
15
0
%50 700 1050 1400 1750 2100 2450 2800 3750 3500
Water flow, gpm
IydeuGCGrepM1
Supply at Node 1
saen w-
126.000
Revtlual R-ure
3240.00 @ 90.000
SYYemP~pm~re W~mntl
107.~47
s~mmola
665.60 @ 107.047
sysem oanan a (meuamv n~ smeirs)
1165.60 @ 107.047
(M_OO M.E.P.CAD, Ina +?~AutoSPRWKO VR ✓3A.58.796 03/22/2004 7:28:51AM Pape 9
ldll"ydwlic Graph_
Job Number' 1
RepoR Descnption' Mcst Remote Area
I BOR
I ,so
135
Stati
c Press
ure 126.00
0
120
105
1165
~
.60 with hose
streams
3240.00 ~ 90.000
90
65.6
0 @ 9428
3
N
a
75
N
N
N
`
a
60
qs
Sys
tem dem
and curv
30
15
0
0350 700 1050 1400 1750 2100 2450 2800 3150 3500
Water Flow, gpm
tryeawme~
BOR
seu~ w~~re
N/A
nanemi wmure
N/A
Sy9em Preavre a~nE
94.283
e
sysem o-
665.60 @ 94.283
sysam omme On~moe xom sue~)
N/A @ 94283
(M..OO M.E.P.CAD, Inc. -i* AutoSPRINKO VR V3.4.58.796 03/22/2004 728:57AM Page 10
Job Number' 1
Report Dewdp[ion: Mos[ Remote Area
OO M.E.P.CAD, Ina ;#§AutoSPRINKO VR v3.4.58796 03/22/2004 728:56AM Page 11
FRU't : NTM WRTER
fRSC N0. : 3032792B65
Mar. 10 2004 11:41fiM Pl
1 F_EpMONE 279-'LBJ4
NORTH TABLE MOU047dIN WA7ER ANR SANITA'IION DISTRICT
14806 WC.51 SFuu AVENllE. GOIUlN. [qLORADO 801054228
FwX (303) 279-2Rh5
FAX TitANSMITTAL SIfEET
To: I Aa o -
COMPANY: Mwszielfn Sz•sES t;as Pi
' AADRESS:
FAX NO: 303- q~8- ~~os"
Nmnber of pages, INCLUDWG this page: 3
FROM: Ar .vvBauweq
YIIONE (303) 274-2854
DATE: 3-10-o y
ry , <air ~ar.v Tu Yoc,. '`+~~T='✓
Fnx.rxnn 0e1Oa93
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O0.~
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3v3
Mountain States Firc 1'rotection, Inc.
1220 S. Inca St.
Deiiver, CO 80223
Phone: (303) 778-8193 Fax: (303) 778-8205
_w. . . , , ~ . n ~ ,
Product Literature
BASICS
13210 W. 43rd Dr.
Golden, CO 80403
Polouutrtia Smtes Pire Proteclian, lnc
(303) 778-8193
Table of Contents
BASICS
13210 W. 43rd Dr.
Golden, CO 80403
Product Literature for a
Fire Sprinkler System Instailation
Backflow Preventer
Wilkins Model 350 Double Check Valve Backflow Assembly
Fire Department Connections
Croker #6405 4" X 21/2" X 21/2" Single Clapper Two-way INets
Fittings
Central Ductile Imn Threaded Fittings
Victaulic FireLock Rigid Grooved Couplings Siyle 005
Victaulic Grooved End Fittings
Hangers
Tolco Fig. 200 Adjustable Ring Hanger
Tolco Fig. 65 C-Type Beam Clamps
Tolco Fig. 100 All Thread Rod
Pipe
Allied Dyna-Thread Lightweight Sprinkler Piping .
Allied Dyna-flow Lightweight Sprinkler Piping
Sprinkler Heads
Viking Model M Standard Response Extra-Large Orifice Upright Sprinklers Brass
Viking Micromatic Model M Standard Response Pendent Sprinklers Chrome
Viking Micromatic Model M Standard Response Horizontal Sidewall Sprinklers Yz' Brass
Valves
Nibco KT-585-70-UL & KT-580-70-UL Threaded Bronze Ball Valves
Nibco T-301-W 175 Ib. wwp Bronze Angle Valve
Nlaeaetaiii Stntes Frre Proteclioiv, Lic.
(303) 778-8193
s ,==y - ~ . sa a r s g a a~ a
lNt'4~ k d
FEATURES
Sizes: ❑ 2 1/2" ❑ 3" U 4" ❑ 6" ❑ 8" ❑ 10"
Maximum working water pressure 175 PSI
Maximum working watertemperature 140°F
Hydrostatic test pressure 350 PSI
End connections
(Grooved for steel pipe) AVWVA C606
(Flanged) ANSI B16.1
OPTIONS Class 125
(Suffixes can be combined)
❑ - with NRS shut-off valves (standard)
❑ FS - with cast iron wye type strainer (flanged only)
❑ FSC - with epoxy coated wye rype strainer (flanged only)
❑ G- with groove end gate valves
❑ GF - withgroovedinletgateconnectionandflanged
outlet gate connection
FG - with flanged inlet gate connection and grooved
outlet gate connection
❑ L- less shut-off valves (flanged body connections)
CJ OSY - with OS & Y gate valves
ACCESSORIES
❑ Repair kit (rubberonly)
❑ Thermal expansion tank (Model WXTP)
0 OS & Y Gate valve tamper switch (OSY-40)
APPLICATION
Designed for installation on potable water lines to protect
against both backsiphonage and backpressure of polluted
water into the potable water supply. The Model 350 shall
provide protection where a potential health hazard does
not exist.
STANDARDS COMPLIANCE(HonzontalandVerticalflow-up)
(unless otherwise noted, applies to sizes 2112" thru 10")
• ASSEOO Listed 1015
= CSA0 Certified (2 1/2" thru 8'j
• IAPMO@ Listed (2 1/2" thru 8")
• AW1NACompliantC510
• ULOO Classified
• C-ULOO Classified
• FM9Approved
• Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the Universityof
Southem California
MATERIAlS
Main valve body
Ductile Iron ASTM A 536 Grade 4
Access covers
Ductile Iron ASTM A 536 Grade 4
Coatings
FDAApproved fusion epoxy finish
Internals
Stainless steel, 300 Series
NORYLT"", NSF Listed
Fasteners
Stainless Steel, 300 Series
Seal ring
EPDM (FDAapproved)
O-ring
Buna Nitrile (FDAapproved)
Springs
Stainless Steel, 300 Series
E
k
F
~
~
F
I
0
I
a
I ' 8
A
C D
~
~f --6_.-
C
0
c
MODE1
35005YG SHOWN A
BOVE
DIMENSIONS 8 WEIGHTS (do not include pkg.)
DIMEN
SION a ro
ximate
WEIGHT
MODEL
B
E
E
WITHOUT
WITHNRS
WITHOS&Y
SIZE
A
LE55 GATE
C
D
OS&Y
OS&Y
E
F
G
GATE
GATE
GATE
VALVES
OPEN
CLOSED
NRS GATE
VALVES
VALVES
VALVES
in. mm
in. mm
in. mm
in. mm
in. mm
in. mm
in.
mm
in. mm
in. mm
in. mm
Ibs. kg
Ibs. kg
Ibs. kg
2 V2
65
718
403
33/4
95 1
71141 184
163/8 416
737/8
352
11 3/8289
3112 89
41 9/4 1048
53 24.'I
755 70.4
163 74
3
80
7/8
403
3 3/4
95
71/4 184
18 7/8 479
15 518
391
12 3181314
13 12 89
42 3/4 1086
53 24.1
777 80.4
183 83
4
100
1/2
495
4112
114
8 203
223l4 578
18 V4
464
3141375
1 6 152
523/4 1340
91 41.3
271 123
281 127.6
6
150
13/4
1/2
-2i3
597
6
152
W
19 483
7 178
62 3/4 1594
449 203.II
4fi5 21'1
8
200
3/4
959
10
254
77
356 1625
870 3677
834 378.6
70
250
3/4 959
10
254.
N 219
453/47162
353/6
899
26V2 673 8V2 216
931/4 2369 388 1762 N48 5212 1206 547.5
•
_
~ •
~
~
Paa
e 1
of 2
FLOW CHARACTERISTICS
N I
a
N ~
0
J
C
7 N
K
a
9
i
N
O
rc
~
N
W
a
MODEL 350 2112", 3" & 4"(STANDARD 8 METRIC)
FLOW RATES (I/s)
12.6 252 37.9
50.5
212"(65mm) 3"(e0mm) a-(toomm)-
i
4 a
69 0
35 ~
N
N
LAI
K
0 200 400 600 8oo d
FLOW RATES (GPM)
MODEL 350 6", 8" & 10"(STANDARD & METRIC)
FLow anies (vs)
63.7 1262 189.3 252.4
5
6" (150mm) 70" (250mm ~ 8" (200mm) -
5
A
0 1000 _ 2000
PLOW RATES(GPM)
ORated Flow (Eslablished by approval agencies)
3000
704
69 0
35 ~
~
N
N
K
4000 a
TYPICAL INSTALLATION
Local codes shall govern installation requirements. Unless
otherwise specified, the assembly shall be mounted at a
minimum of 12" (305mm) and a maximum of 30" (762mm)
above adequate drains with sufficient side clearance for
testing and maintenance. The installation shall be made so
that no part of the unit can be submerged.
aaorECrrvE
ENfAOSURE
1R'MIN_
_T
DIpECiIONOFFl.OW C-D
Ot1TDOOR INSTALLATION
SPECIFICATIONS
The Double Check Backflow Prevention Assembly shall be ASSE RO Listed 1015, and supplied with full port gate valves.
The main body and access covershall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and checkvalve
shall be NORYLT"^, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The
checks shall be accessible for maintenance without removing the device from the line. The Double Check Backfiow
Prevention Assembly shall be a WILKINS Model 350.
Page 2 of 2
WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/23&7700 Fax:805/238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:9051405-1292
Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http:/Mrww.zurn.com
VERTICALINSTALLATION
(350G)
OIRECTION C£ fLWV c-D
INDOORINSTALLATION
(350GF)
` outlet connection as selected by figure number. SPepIF~r
6405 ''HREt#D.
ExRAe4orInG: `Auto Spkr:'
IFItt15l9: C251 Brass
lpi~'PitlNAA FITi1SXE5:
P8 - Polished Brass
RC Rough Chrome Piated
~
PC Polished Chrome Plated
_
6405 6ack 5?%. 10
~ ......i
- -
6407 6407 Anyle ; 614 ; 10 4'h :
~ , :
. .
~ IRIR S.lSTEO IlND FM APP6tOVEIQ
6405
6ack Ouilet
^
f
&407
AngIP. Oullet
RfQt/B1,E CLARPER 7'lIVO-WAX INLETS
An exposed auxiliary inlet connection with 500 G.P.M. infel
capacity to supplemem fire protection water supply. F..xposed
design provides an economSr.al method of satisfying Fre Dept.
~
inlet reqsiirements.
STAN~sArz~ EpUIpr~eNr: Cast brass two-way inlet body
aniy with douhle drop clappers and pin lug swive(s; back or
angle ouflet connec.tian as selected by tigure number. Branding
6410-6415
(.15 Selectnd. SK►EC11CY THRE.Rt> and B6tANDItRG.
BRANpiNG- "Standpipe," "Auto Spkr," "Standpipe-Sprinkler."
FlNIS!$: C35t BfaSS
QPTiOt#l.16 FANlSN65:
PS - Polished Brass
"
RC Rough Chrome Plated
~
PC - Polished Chrome Flated
U/6. NST6D A!!fA FM APPROY~'cp
6420-647_5
MV BOAf[IC! dF STANDd►RpD$ A4l~r APS+LA65 APPROVEII~
„m'~+-i,
~~.y
6h?7
An exposed auxiliary inlet connection with 500 G.P.M. intet
capacity to supplement tire protectfon water supply. E..xposed
design provides an esonomical method of satisfying Fire Dept.
~ fniet requirements.
~ star+a,nrz[a ~t~usr~M~rar Cast brass two-way inlet body
only with single swing clapper and pin lug swivel; back or angie
:
. tl ...N
Bar..k Outlei
-
u . _ E
i.
~ .....................ti
86° Angle OuUet
~ -1 t
L yY I
45" Angle Oi.rttet
Paqe 6-9
seNcLE ca„wPF•ER xwua-Wav ENLETS
:I:1W!11
Threaded Fittings ~
Tyco Fire Products www.tyco-grooved.com CENTRAL
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA . `01000~
CustomerService/Sales:TeC(215)362-0700/Fax:(215)362-5385 (',aC00V0d PIpIf1J PI'OdUCtS
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
General
Description
U ~ FM See Fire Proteciion
Submi[tal Sheet for
pressure rating and Listing
and Approval information
Ductile Iron threaded fittings (with
the exception of California Tees and
Street Elbows) conform to ANSI
B16.3. They are higher in strength
and more corrosion resistant than
cast iron fittings. The additional
strength is provided by the ductile
properties making up the fitting. This
is accomplished by adding
magnesium while the iron is being
poured into itfinal cast shape. This
provitles an advantage as the
fittings are not as susceptible to
leaks or cracking and they are also
lighterthan standard cast iron.
Caution: /nstallers wha liave not used
ductile iron threaded littinqs be%re
shauld be instructed that the fittings
are sfronger than the pipe and over-
tightening the liiting can create leaks
and cause damage to pipe threads. In
general, lhere is about one-hall turn
diflerence between cast iron and
ductile iron fittings. Apply Tef(on tape
or high quality pipe joint compound on
the male pipe threads and tighten two
to three turns beyond hand tight. If
you are using an autamatic make-on
machine, please exercise caution in
setting your machine to the proper
parameters prior to tightening liltings
onta the male pipe threads.
Technical
Data
Figures: 811, 812, 813, 814, 815,
816, 817, 818, 820, 825, 827,
830, 719, California Tees, and
Street Elbows
SizeS: '/z" - 2112"
Maximum Working Pressure:
800 Series, California Tees,
and Street Elbows: 300 psi
Figure 719: 250 psi
Appravals: UL, and FM
Note: See Fire Protection
Submittal Sheet for exact
Listing/Approval information.
Manufacture Source:
Imported
Material:
Ductile Iron, conforming to
ANSI B16.3 (NOte: Figure 719
Plugs are constructed of Cast
Iron)
Thread: N.P.T.
13 Installation
Apply Teflon Tape or high quality
pipejoint compound on the male
pipe threads and tighten two to
three turns beyond hand tight.
(See caution in first column)
Ordering
Procedure
Ordering iniomiation: When placing
an orcler: indicate the full produd
name. Please specify the quantity,
figure number and size.
Availability and Service: Grooved
Piping Products, valves, accessories
and other products are available
throughout the U.S., Canada, and
internationally, though a network of
distribution centers. You may write
directly or call 215-362-0700 for the
distributor nearest you.
Care and
Maintenance
The owner is responsible for the
inspection, testing, and
maintenance of their fire protection
system and tlevices in accordance
with the applicable standards of the
National Fire Protection Association
(e.g., NFPA 25), in addition to the
standards of any authority having
jurisdiction. The installing contractor
or product manufacturer should be
contacted relative to any questions.
Any impairment must be
immediately corrected.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a
qualified Inspection Service.
No. 21-3.0
Figure 811
90° Elbow
--B ~
i ~
e
i A
Size
Inches
A
Inches
B
Inches
Part
Num6er
Weight
Lbs.
Box
Qry.
if2
V1e
s/18
86206
024
240
15Ae
3/4
86205
0.40
120
1
1112
"he
£36200
0.64
70
11/<
13/4
t'/+e
86201
0.95
40
1'/z
115/16
1'A6
86202
124
30
2
2'14
t'/z
86203
174
20
2117
T'/je
19116
86204
328
.10
~ p r
Figure 812 f ~
90° Reducing Elbow A
_ i
Size
Inches
A
Inches
B
Inches
C
Inches
D
Inches
Part
Number
Weight
Lbs.
Box
Oty.
'/a x Vz
13h6
13h6
'/e
s/e
86342
0.33
160
1 x Vz
1'/a
13/e
sHe
13/+0
86210
0.44
110
1 x'/a
13/e
17/ie
"/+s
86271
0.53
90
11/4 x112
15/16
11h
s/s
"he
86212
0.64
75
11Ax'14
PHo
15/e
1'Ha
86213
075
60
l'/aXl
isAa
P'ha
71e
1
86214
077
55
V/3X314
11/2
13A
3/4
~'th8
86221 1
0.95
45
1112 x1
15/e
113116
'/e
11/e
86215
0.99
40
11/2 x11/n
1131+e
17/e
1'/a
13He
86216
1.14
35
2 x'/a
15/e
11s116
'/e
131e
86217
1..39
30
2 x 1
13/a
21/16
2
15ha
86218
1.58
25
2 x 11/2
2
2'ha
11/a
17/+0
86220
1.67
20
21/2 x 2
23/8
25/e
1'/n
17/o
86262
7.01
15
Figure 813
45° Elbow
a'\
D
p L Figure 874
Tee
-
~AI
A B i
I B i
~
i
A g i
L
Size
Inches
A
Inches
B
Inches
Part
Num6er
Wei9ht
Lbs.
8ox
Ory.
'/z
'/e
'/e
86780
022
250
31n
1
7/ie
86781
0.33
150
1
ll/e
1"/I6
86280
0.48
90
l'/a
15hs
s/e
86281
073
50
11/2
P/ia
"/+e
86282
0.93
35
2
1"hs
'sAe
86283
'1.55
'18
212
1'she
1
86782
270
12
Size
Inches
A
Inches
B
Inches
Par[
Numher
Weigh[
Lbs.
8ox
dry.
'/z
1'/e
'/+s
86340
0.33
150
'l<
1'11e
'la
86347
0.50
90
1
1Va
"ha
86230
0.85
60
11l4
191a
11lia
86231
1.30
35
1 '/z
Ps/ic
13/ia
86232
1.63
24
2
21/4
1112
86233
2.63
12
712
2"hs
ha
86234
4.55
8
Figure 815
Reducing Tee
Size
Inches
A
Inches
B
Inches
C
Inches
D
Inches
E
Inches
F
Inches
Part
Num6er
Wt.
Lbs.
Box
Qry.
'/4 x3/4 x1/2
1'/1e
1'/1a
11/a
s/e
s!e
"/is
86235
0.46
95
3I4 X 3I4 X 1
17/18
1 7110
13/8
718
7/8
uh6
86755
0.68
65
1x112 x1
11/2
131e
11/2
"hs
"hc
"/+a
86236
070
55
1 .Y3/4X Y2
1 1/9
13lffi
13/8
9/18
5/8
13/1G
86756
0.63
80
1 X 314 X 3I4
1%
15/f0
17/16
11/18
~/t
71e
86757
0.68
65
1x3/nx1
11/2
Pha
11/2
13hs
'/e
'3/ia
86237
0.77
155
1 X l X1/2
1 1z4
~'A
13f0
3/18
9/10
13h0
86238
0.66
6.~
1x1x314
1'/a
1'/e
1?ha
"ha
"/la
'/e
86239
0.73
60
1 X 1 x 11/4
1"/1 e
1'41e
1'he
1
1
'/a
86240
0.97
45
t x 1 x 11/2
1"He
1"hs
15/8
111e
71/e
'/e
86241
1.14
35
1'/a x 1 x'/z
1'SHe
1'/a
1 sha
s/o
sHs
1
86242
0.81
50
1'/ax1X'!n
17hs
13/e
15/e
3/~
'1116
1Vis
86243
0.90
50
11/4 x 1 x 1
1°hs
1'12
1"h6
7/0
13/1e
7
86244
1.03
45
1'/ax1 x11/4
13/a
1'41 8
13/a
PHs
1
1Vic
86245
1.10
40
111aX1 X1'/z
1%
113/ie
VHe
13h6
V/e
1Vis
86246
1.43
30
VV9X11I4X'10
1318
1 .10
J.AB
11/10
11110
1
86247
0.87
45
11/4 x11/4 x3/4
17hs
Pha
ts/e
'/a
'/a
11/ic
86248
0.96
45
111<X1114 X1
1116
19H6
1 u/16
71.
718
1
86249
1.10
40
11/4 x11/4 X1112
P/e
Y/e
1"/m
1"/m
1"/ia
111ie
86250
1.50
30
1'laxT/ax2
21/0
21!e
2
17/16
P/ia
1'/0
86251
2.00
24
1'hx 1 x'h
PHe
15/ie
1'4ie
"hs
s/a
1'/e
86252
0:97
40
1'12 x 1 x'/+
142
13/x
13/n
314
"Hs
13he
86253
1.14
40
11/2 x1X1
151a
1V2
1311a
'/o
"/ia
1'/a
86254
1.14
30
11hx1x11h
1111+a
111He
115H6
13he
11/e
13Ha
86255
1.52
30
11/2x11/aX112
17ha
1511c
1"Hc
"/ia
s/e
t'/e
86257
1.031
40
1112xl'/ax314
19a
Phs
1314
314
3/4
13hs
86258
1.10
40
1112x1114x1
15/s
1111s
1111ue
'/a
'!e
11/a
86259
1:31
30
1112X~'AX2
23/10
Th
~1 G
17118
1111B
.1 I1/<
86260
1,94
20
PhXT/zx'/z
1'116
Pha
1"/18
14ie
"ha
1'/e
86261
1.14
35
Y/zXt'/zX'!a
1112
1112
13/4
'/a
'/n
13Hs
86262
1.23
35
1Vzx1'/2x1
15/e
15/8
1"1t6
7/e
r/e
1'/e
86263
1.38
30
11l2 x1'/2z1114
1t31+0
111+e
P!e
1 Yie
1Yia
1311a
86264
1.50
30
11/2X1'/zX2
23/is
2311e
2
Pha
Phe
1'14
86265
2.001
20
2 x 1 x 2
21/<
2
2'/4
V/2
15/1 a
11/2
86266
2.18
15
2X1'/ax2
2'/4
21/e
2114
1112
P/m
11/2
86267
2.31
15
2x1'/2x'h
112
Phe
Yla
'la
"Ae
151+e
86268
150
30
2x1'hx3/4
15/e
1112
l'shs
7/e
3/a
13/e
86269
1.61
25
2x11]2x1
131,
1'/e
2
1
'/e
151is
86270
1.65
20
2x11/2x1112
21he
l's/ia
23/1e
tshs
13/ie
1711a
86272
2.03
20
2x1'/2x2
2114
23h6
21/4
l'!z
Yhs
1112
86273
2.37
15
2x2x'/2
1Y2
71/2
P/e
'/a
'l<
15lie
86222
1.50
30
ZX2X'I4
15I8
15l8
1'5I1B
'IB
'IB
1'IB
86223
1.67
20
2 x 2 x 1
13/4
7314
2
1
1
15/+a
86224
191
20
2x2X11/4
17/e
111e
21/v
11/0
11/e
1'/ie
86225
2.05
20
2 x 2 x 1'/2
2
2
23he
11/4
11/4
1'/z
86226
2.11
15
2 X2 X2112
25/8
25/8
2318
1314
11/e
17/16
86227
3.67
10
21/2.YZX3/4
13I4
111B
25/16
5/8
7/8
13/6
86274
2.22
15
-2-
Figure 816
Reducing Coupling
a A
Size
Inches
A
Inches
B
Inches
Part
Number
Weigh[
Lbs.
Box
Qry.
3I4 X117
1114
uh8
86772
2.38
24~
1 x1/2
1"hs
112
86228
0.38
200
l X'/n
11/7
7,
86229
0.53
110
Figure 817
Cross
Size
Inches
A
Inches
B
Inches
C
Inches
D
Inches
Part
Number
Weight
Lbs.
Box
Qry.
1
1'/2
1'/2
"/,s
"/,a
86284
0.97
45
1'A
131n
13/.
l'he
1'1,e
86285
1.59
25
172
115He
1'511 a
131,s
13hrc
86286
1.89
20
2
21/4
2'h
11/2
11/2
86287
2.93
10
1'/4 x 1Vnx 1 X 1
1"11e
l°/+s
t
71e
86289
125
30
l'/z x P/sx 1 x 1
113116
ls/e
11hs
11s/,a
86322
1.48
24
2 x 2 x 1 x 1
2
1'/4
1'/n
Y/+e
86291
264
10
'__I 17
Figure 818 I B A
Slraighl Coupling
Size
Inches
A
Inches
6
Inches
Part
Number
Wrench
Weigh[
Lbs.
8ox
Ory.
1/2
13/e
sha
72779
Yle
0.18
360
151e
91,o
72778
13/8
026
200
1
13/4
3/e
72755
1"/le
0.44
110
11/n
2
'/+e
72754
2
0.54
75
11/2
23/16
3/4
72753
2'/4
0.71
60
2
27Ie
1'/e
72752
2al4
1.15
30
2'/z
3
'/a
72758
31/e
2.29
18
Figure 820
Cap
Size
Inches
A
Inches
Part
Number
Weight
Lbs.
Box
Oty.
Vx
'/v
72776
0.15
500
3/4
1
72777
022
300
1
13hs
72824
0.33
T80
11/4
15/ic
72756
0.54
110
t'/z
t'/e
72822
0.68
BO
2
1'/z
72823
0.96
45
21/z
1319
72825
1.8~
25
Figure 825
Exlension Piece
I
EA-~1
Figure 827
Hex Bushing
Size
Inches
A
Inches
Part
Number
Weight
Lbs.
Box
Qty.
Vzx11/2
112
72751
020
300
1/2 x 2
2
72980
0.27
250
3/e x 1'/z
11/2
72981
022
250
'/n x 2
2
72982
0.31
200
~A I
Size
Inehes
A
Inches
Part
Number
Weigh[
Lbs.
Box
Qry.
1 X 112
11ne
72726
0.22
280
1 x3
11/+e
72762
0.16
280
1'/ax 1
13/te
72763
0.31
150
1Vzx 1
11/4
72757
0.53
100
1'/zx11/4
11/a
72764
0.35
100
2 x 1
13/e
72759
075
80
2 x 11/4
1 '/e
72761
0.69
80
2x11/2
13/v
72775
0.62
80
i
Figure 830 ~ A
Brass Seat Union
Figure 719
Casl Iron Piug
fifij
Size
Inches
A
Inches
B
Inches
Part
Number
Weight
Lbs.
Box
Qty.
'!z
P/e
"ho
86207
0.47
110
'A
2
15/+s
F36275
0.66
80
1
2'Ha
"hc
86276
1.08
50
t'/<
2112
1'/is
86277
1.54
35
9Vz
27!e
'i'he
86278
2.03
25
2
37
15/0
86279
3.15
16
Size
Inches
A
Inches
Par[
Num6er
Weight
L6s.
8ox
Qry.
'/z
's/m
86292
0.10
500
a/.
t'/s
86293
0.18
300
1
11/4
86294
028
200
11/n
13/e
86295
0.50
110
11/2
17/16
86296
070
80
2
1'/2
86297
0.90
45
-3-
Slreet Elbows
~ B
Size
Inches
A
Inches
B
Inches
C
Inches
Part
Number
Weight
Ibs.
Box
Qry.
1 x
1'h
3/<
3
42003
0.70
80
1 x 1
1'/z
3
42002
0.90
60
Limited
Warranty
Products manufactured by Tyco
Fire Products are warranted solely
to the original Buyer for ten (10)
years against defects in material
and workmanship when paid for
and properly installed and
maintained under normal use and
service. This warranty will expire
ten (10) years from date of
shipment by Tyco Fire Products. No
warranty is given for products or
components manufactured by
companies not affiliated by
ownership with Tyco Fire Products
orfor products and components
which have been subject to misuse,
improper installation, corrosion, or
Fr-r--il -r-
i i
i i
i i
L L
CalifomiaTees
Size
Inches
A
Inches
B
Inches
C
Inches
D
Inches
Part
Num6er
Weight
Ibs.
Box
Ory.
1 x'hx 1
1'
h
'/e
3
314
42000
0.95
50
1 x 1 x 1
/z
1'
3/a
3
'/a
42001
0.95
45
which have not been installed,
maintained, modified or repaired in
accordance with applicable
Standards of the National Fire
Protection Association (NFPA),
and/or the standards of any other
Authorities Having Jurisdiction.
Materiais found by Tyco Fire
Products to be defective shall be
either repairetl or replacetl, at Tyco
Fire Products' sole option. Tyco
Fire Products neflher assumes, nor
authorizes any person to assume
for it, any other obligation in
connection with the sale of products
or parts of products. Tyco Fire
Products shall not be responsible
for sprinkler system design errors
orinaccurate orincomplete
information supplied by Buyer or
Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN
CONTRACT, TORT, STRICT
LIABILITY OR UNDER ANY
OTHER LEGAL THEORY, FOR
INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES,
REGARDLESS OF WHETHER
TYCO FIRE PRODUCTS WAS
INFORMED ABOUT THE
POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS'
LIABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOlNG WARRANTY IS MADE
lN LtEU OF ANV AND ALL OTHER
WARRANTIES fXPRESS OR /MPLIED.
INCWOING WARRANTIES OF
MERCHANTABILITYAND FITNfSS FOR
A PARTICULAR PURPOSE.
General Notes: It is the Designer's responsibiliry to seleci producis suitable for the in[ended service and to ensure [hat
pressure ratings and performance data is not exceeded. Never remove any piping component nor correci or modify any
piping deficiencies without first depressurizing and draining the system. Material and gasket selection shuuld 6e verified
to be compalible for the specific application.
~
€-~--y 7t~
~ EH1t!'iEC? u.Ck.371'Af!'£
/Flow Control/ Tyco Fire
tLlCO
1 Products -4- Printed U.S.A. 10-01
iCtaUliC~
An Q) 9001 certlfied company
PRODUCT
DESCRIPTION
,~E
. • .
~~~~~~Y :
~~I_J7J.l~\~7ldllll7~AJ.10181~1~9'L~"~,:~` .~~~~y,-- .
> .
Style 005
ViC£. t FireLockT""
Goske System
Rigid Coupling
with Vic-PIusTM Gasket System
FireLockTM Style 005 rigid
coupling has a unique, pat-
ented angle-pad design
which allows the housings
to offset while clamping the
grooves_ By pennitting the
housings to slide on the
angled bolt pads, rigidity is
obtaiaed.
DIMENSIONS
"Zyl
mx ~
Rated for wet and dxy sprinkler
systems at 350 PSI (2413 kPa) for
1114 - 4" (42,4 -114,3 mm) sizes
and 300 PSI (2068 kPa) fox 41/4 -
8" (108.0 - 219,1 mm) sizes;
Schedule 10 roll grooved or
Schedule 40 cut or roll grooved
stee] pipe. Style 005 is rigid and
does not accommodate expan-
sion, contraction or angular
deflecKion.
The FireLock couplings
provide rigidity for valve
connections, fire mains and
long straight runs. Support
and hanging requirements
correspond to NFPA 13
Sprinkler Systems. Angle-
pad design peimits assem-
bly by cemoving one nut/
bolt and swinging the
housing over the gasket.
This reduces components
to handle during assembly;
speeds and easesinstalla-
tion or, pipe grooved to
Victaulic specifications.
Style 005 FireLock cou-
plings with the Vic-
PIusT"' Gasket System
are designed and rec-
ommended for use
§ LPC and VdS App~oved,
see notes on page 2.
ONLY on fire protection
systems.
Vic-Plus Gasket System:
Victaulic§ now offers a gas-
ket system which iequiLes
no field lubiication. The
Vic-P1usT"A System (patent
pending) is dry, clean, and
non-toxia lt ceduces assembly time substantially
and eliminates the mess
and chance of
ovec-lubrication.
io.ozio
0 § t Reler to notes on page 2.
SIZE
Marz.
Max.
Allow.
Dimensions
Nominal
Work.
End
Pipe End
@ BoltlNu[
Inches/:zu.
Aprx.
Inches
Press. §
Load
Sep. }
No. - Size
Wgt Ea.
y
r
PSI'P "'o.
Lbs.`lN
In.far.~
Inchesh,.,
E
Z
Lbs.4s,
1'/n
350
755
0
05
1
88
12
.
. :
.
.
2 3/8 X Z
.
N
.
1%z
350
990
0 OS
3 00
45
1 88
12
~
,
2 - ~/e X 2
.
2
350
1550
0.07
3 50
5.25
7 88
1.6
2-'/e X 2'h
.
.
,
2'/z
350
2270
0.07
400
5.75
1.88
1.9
.
-'e X 2/2
2
. .
350
2475
0.07
13
4
5.75
188
1.9
76,1 mm
2 -
'a X 2'/z
3
350
0.07
4 63
6.13
1.88
2.1
3e X 2'k
2 -
,
4
3W
0.16
575
725
2.13
3.1
2 -'e X 2'k
_
300
016
63
5
725
213
3.1
108,0 mm
,
E
e x 2'/x
2 -
5
300
729O
0.76
688
9.00
2.13
4.5
2 - %z X 23/a
300
0
16
6 63
9.00
2.13
45
133pmm
.
2~z X Z~a
300
7125
016
688
9.00
2.18
4.8
139.7mm
2-VzX2'/,
6
300
10340
0
16
800
10.00
2.73
5.0
J
.
2-*kX2'/
300
9200
0.16
7.63
10.00
2.13
55
159,0 mm
' 2- Y. X 4'/.
.
300
9955
0
16
8.15
10.00
2.13
5.5
~651 mm
.
Z~z X 2~
8
300
17525
0.19
1050
13.73
2.63
17.3
2-'/o X 41/n
Victaulie Wodtl Headquarters • P.O. Box31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX:610/250-8817 • www.victaulic.com
1538 Rev.E t0/OD @ Regissretl iratlemark of V~qaulic OO CopyriyM 1909 Viclaulic Printetl in US A.
Patented
MATERIAL SPECIFICATIONS
Housing: Duc[ile iron confoan-
ing to ASTM A-395, grade 65-
45-15, and ASTM A-536, grade 65-45-12.
Housing Coating: Orange
enamel
O Optional: Hot dipped galva-
nized
Gasket:
❑ Gxade "E" EPDM - Type A
Vic-Plus Gasket System t
(Violet color code). FireLock
products have been Listed by
Underwriters Laboratories
Inc. and Approved by Factory
Mutua] Research for wet and
dry (oil free air) sprinkler ser-
vices up to the rated working
pressure using the Grade "E"
Type A Vic-Plus Gasket
System, requiring no field
]ubrication.
For dry services, Victaulic
continues to recommend the
use of Grade "B" Type A
F7ushSealo Vic-Plus Gasket
System. Contact Victaulic for
details.
Holts/Nuts: Heat treated car-
bon steel, zinc electroplated to
ASTM B-633; Track head bolt
confoxming to ASTM A-183
minunum tensile 110.000 PSI
(758340 kPa); Flanged hex nut
conforming to ASTM A-563,
Grade A.
} Standard gasket and FlushSeal gasket
approved for dry pipe systerns, to -40°F
(-401 Supplemental lubncant is reo-
ommended ior services installed a[ or
conlinuously operabng below 0°F
(48°C). Uiclaulic continues to recom-
mend the use of FlushSeal gaskets for
dry services The infonnation prov[ded below is based on the latest ]isting and approval data at the time of publication.
Listings/Approvals aze subject to change and/or additions by the approvals agencies. Contact Victaulic for
perfonnance on other pipe and the ]atest ]istings and approvals.
iooaaa
Rated Working Pressure
Rated Working Pressure
Pipe
Schedule
Size
Inches
UL
ULC
FM
Pipe
Schedule
Size
Inches
UL .
ULC
FM
5
11/a - 3
175
175
175
EZ
4
300
300
300
10
40
?'/a - 4
350
350
350
6
175
175
175
,
5-8
300
300
300
SF
1%a-4
300
300
300
BLT
7'/<-2
300
300
300
Super40
11/<-2
300
300
300
DF
1'/0 - 4
300
300
300
TL
1'/a - 2
300
300
300
6
175
175
775
WLS
1'/<-2
300
300
300
DT
1 Ya - 2
300
300
300
XL/XL-I I
1'/a - 3
300
300
300
EL
1'/<-2
300
300
300
NOTES:
5 iefers to Listed/Appcwed
Schedale 5 steel sprinkler pipe.
10 refers W Lasted/Approved
Schedule 10 steel sprinkler pipe.
40 refers to Listed/Approved
Schedule40 steet sprinklec pipe.
BLT refers m Listed/Appiaved
steel spiinkler pipe manufactured
by American Tube Company.
DF refers to Listed/Approved
Dyna-Flow steel sprinkler pipe
manufactuced by American Tube
Company.
DT refers W Listed/Appmved Dyna
Thread steel spiinMer pipe
manufaccured by Amedcm Tube
Company.
F.L refers to Listed/Approved
Eddylite steel sprinkler pipe
manufac[ured by Bull Moose Tube
Co.
EZ wfe[s to Lisced/Appmved
GZ-I7ow steel spcmklec pipe
manufectured by Nocthwest Pipe
& Casing Co.
SF refers to Listed/Approved .
Supeo-Plo steel sprinkiec pipe
manufactuced by Allied Tube and
Conduit Cocpocation.
SL [efeis to Listed/Appmved steel
spcinkler pipe manufaccured by
Westem Tube and Conduit
Cocpocation.
Supec 40/}Q, refecs to Lvsted/
Approved Super 90 or Snp2r XL
steel sprinl<ler pipe manufacturec]
by Allied Tube and Conduit
Corpocation.
WIS refecs to Listed/Appmved
steel sprinkier pipe manufactuced
by Wheatland Tube Company.
%[./XL-II reters to Listed/Approved
. XL o[ XI, II steel spdnklec pipe
manufactuced by Allied Tube and
Conduit Corporation.
NOTES
' Working Pressure and Entl Loatl are lotal, fmm all intemal and extemal loatls, based on standard weigM (ANSq steel pipe, standard roll or cut grooved in accor-
dance with Victaulic specifications. Conlact Victaulic for performance on other pipe.
WARNING FOR ONE TIME FIELD iEST ONLY, the Maximum Joinl Working Pressure may be increased [o i'/v limes the figures shown.
} For tield installation only. FireLock Style 005 wupiings are essentially rigid and do no[ accommodate expansioMcontraction.
@ Number of bolts required equals number of housing segments.
Melric thread size bolls are available (color coded gold) for all coupling sizes upon request Contact Victaulic (or details.
§ Sryle 005 couplings are VAS and I PC Approved to 12 Bar (175 PSp.
WARNING: Piping sys[ems must always be depressurized and drained before at[empting disassembly and removal ot any Viclaulic piping pmtlucls.
This product shall be manulacWretl by Victaulic CampaM- All protlucts shal be inslalled in accordarice with current Viaaulic installalion/assemblY'inslmctions.
Viclavlic reserves ihe riyhi lo change pmeucl specificalions, tlesigns and slandartl equipmi withoul nctice antl wiNOm incurring obligaiions.
10.90 - 2
Grooved End
Fittings
_ _ a
PRODUCT
DESCRIPTION
Victaulic offers a bmad line
of f ttings in sizes through
48" (1200 mm) in a vanety
of straigh[ and reducing
styles. MosC standard fit-
C ~ t td irabl~
U~C
So,
FM
Seeb'ic:aulic
publication 10.01
tor details.
„
~
mgs are c~s o ~ ~
ductile iran to precise toler-
atices. Victaulic standard
fittings pressure ratings
conform to the ratings
of Victaulic Style 77
couplings.
All Cltungs are supplied
with grooves or shoulders
to permit fas[ ins[allation
without field preparation.
The grooved design per-
Alternate Styles
Extra Heavy EndSeal'
"ES" Fittings - EndSeal
fittings are available in 'l -
12 (50 - 300 mai) for use
wi[h "GS° grooved pipe and
HP-70ES EndSeal or
Fire-R'" couplings. °ES" fiC-
tings are painted green tor
easy identification. EndSeal
(and standard) fittings may
be easily intemally coated
(by others) for severe ser-
vice requirements. Always
specify "LS EndSeal fit-
tings" when ordering. See
Sec[ion 07.03 for informa-
tion on EndSeal fittings.
Fittings Machined for
RuUber or Urethane Lin-
ing (MRL) - For severe
abrasive services, Victaulic
fittings may be rubber or
Luethane lined (by others).
Lining may be inside dianr-
eter/end (abrasion resis-
tance) or wrap-around
(corrosion and/or abrasion)
machined. Refer to Section
25.03 or con[act Victaulic
for specific detaits.
mits Ilexibili[y for easy
alignment. These 6tUngs
are not intended for use
with Y"ictauliccouplin.p,sfor
plain end pipe (refer to Sec-
tion 14.09for6ltings avail-
able tor plai» end
applications).
Fittings are provided in var-
ious materials including
malleable iron: ductile iron,
sleei or segmentally weided
steel depending on styles
and size. Fi[tings are
painted orange enamel
with galvanized optionalfy
available, contact Victaulic
for details.
SCainless Steel- Grooved
end fittings are available i❑
Schedule 10 Type 316
stainless steel (Schedide 5,
AO and Type 304 optionally
available) in various si2es.
Fitting center-to-end
dunenslans wil7 vary
depending upan tyye and
scheduile. 12efer to Section
17.04 and 17.16 for details.
VICTAULICa IS AN 1509001 CERTIFIED COMPANY
Victaulic fittings are
designed specifically for
use in grooved piping sys-
tems Fittings are provided
grooved or with shoulders
conforming to standard
sCeel pipe outside dianie-
[ers. When connecting
waTer or Iug-type butterfly
valves directly to Victaulic
fittings with 791 or 743 Vic-
F7ange' adapters, check
disc clearance dimensions
with I.D. dimension of
fitting.
Alumimmi- Grooved end
fittings are available in alu-
minum alloy 356 T6, in
sizes [rom I - 8" (25 - 200
mm). Reter to Section 21.03
or con[act VicCaulic Cor
details.
~B -0. J1
.
•
C 0.030" R
fORABRASION RESISTANCE ONLY
~ I I k
o o.
W 2^p
O.D. E 0.030"R
FOR CDRROSION AND/OR
ABRASION RESISTANCE
Exaggera(ed for darity
{2.~._ .Jr T .v:L<:
5.Y§ .At o._axR.
V'fi~..,n)9
!Pci-
.~:.S.Itv<i.i.
Phone 1-8W-PICK VIC (1-II00-742 5II42)
Phone 416-615 5575
Phone3L9-3II1-1500
Phone:610-5593300
Phone:65-6235 3035
Fax:610-250-8017
Fax476-675-5565
Fax 32-93804438
Fax:610559-3608
Fax:65-6235-0535
e-maiPpickvicCViclauliccom
e-inafl: viccanatla@viclaulic.com
e.mail: viccum@viclauliu6e
e-mail: vicalCVic[auliccom
e-mail: vicap@viclaulicwm I
1449 Rev N 1103 0 Registere0 Tretlemark of Victaulic mt_,spyngnt [we viaauuc
=MIMM
FLOW DATAt
(['rictlonal Resistance) The chart expresses 2he friaional resistance of various Victaulic fittings as equivalent feei oFstraight
pipe. FitYings not listed can be escimated &om the data giveq for example, a 221/2z° elbow is
approximately one-half the resistance of a 45° elbow. Values of mid-sizes can be in2erpolated.
PipeSize
Dimension - Feetl,aatera
PipeSize
Dimension-Feef/-e;:r,
Elh
ows
Tee
s
Elb
ows
Tee
s
90° Elbows
45° Elbows
90° Elbows
45° Elbows
Actual
No.100
No.110
Actual
No.100
No.'I10
Nominal
Outside
No.'10
1'h D
No. 77
1'/x D
Nominal
Outside
No. 70
1'h D
No. 11
1'h ❑
Oia.
Oia.
Std.
Long
Std.
Long
Dia.
Oia.
Std.
Long
Std.
Long
InAwai
In./inr::
Radius
Radius
Radius
Radius
Brench
Run
In./eom
In./n,m
Radius
Radius
Radius
Radius
Branch
Run
1
1.315
1.7
-
0.8
-
4.2
1.7
S
8B25
13.0
9.8
6.5
4.0
33.0
13.0
2
2375
3.5
25
7.8
1.1
9.5
3.5
10
10.750
17.0
120
8.3
5.0
41.0
17.0
3.000
4.3
-
2.1
-
10.8
4.3
12
12.750
20.0
14.5
10.0
6,0
50.0
20.0
76,1 mm
3
1500
5.0
3.8
26
1.6
13.0
5.0
14
14.000
#
15.8
#
11.0
70.0
23.0
4.250
6.4
-
32
-
15.3
64
76
16000
u
180
u
130
800
27.0
7080mm
4
4.500
6.8
5.0
3.4
2.1
16.0
6.8
18
10.000
#
20.0
#
14.0
90.0
30.0
5.260
8.1
-
4.1
-
20.0
8.1
20
20.000
#
22.5
16.0
100.0
33.0
133,0 mm
5500
8.5
-
42
-
21.0
II S
24
24.000
#
27.0
N
19.0
120.0
40.0
139,7 mm
5
5.563
8.5
-
42
-
21.0
8.5
26
26.000
#
28.0
#
20.5
130.0
43.0
6250
9.4
-
4.9
-
25.0
9.6
30
30.000
#
34.0
k
24.0
150 0
50.0
759,0 mm
6
500
9
6
-
5.0
-
25.0
10.0
36
36.000
#
40.5
N
2
8
5
180 0
60.0
165,1 mm
.
v
_
.
-
-
- -
.
.
I 6
6625 I
70.0
7.5
50
30
25.0
100
47.
42000
470
N
330
2100
700
7 The Ilow daia listed is based upon Ne pressure dmp of Schedide 40 pipe.
# Con[ac[ Victaulic fa details. .
MATERIAL SPECIFICATIONS
Fitting: Ductile iron conforming
to ASTM A-395, grade 65-45-I5,
and ASTM A-536, grade 65-45-
12.
Or: 14 - 24" (350 - 600 mm),
forged steel, conForming to
ASTM A-239, Gr. WPB (0.375"
wall)
Or: Segmentally welded steel
as shown under nipples
Nipples: (adapter, swaged &
hose)
9 3/4 - 4" (20 - 100 mm):
Carbon steel, Schedule 40,
conforming to ASTM A-53,
Type F
❑5-6"(125-ISOmm):
Carbon steel, Schedule 90,
conforming io ASTM A-53,
Type E or S, Gr. B
❑ 8 - 12" (200 - 300 mm):
Carbon steel, Schedule 30 or
90, conforming to ASTM A-
53.TypeEorS.Gr.B
❑ 14 - 24" (350 - 600 mm):
Carbon steel, .375 wall, coo-
forming to ASTM A-53, Type
E or S, Gr. B
Flanged Adapter Nippies:
(Nipple - see above)
❑ Class 125 Flange: Cast iron
conforming to AN5113-16.1
❑ Class 150 Flange: Carbon
steel conforming to ANSI
B-16.5, raised or flat face
❑ Class 300 Flange: Carbon
steel conforming to ANSI 13-
16.5, raised or flat face
Fitting Coatings: Orange
enamel
❑ OptionaC Hot dip galvanized
and others. Some fittings sup-
plied electroplated as stan-
dard - see product
specifica[ions.
Flanged Adapter Nipple
Coating: None (IJnfioished)
❑ Op[ional: Orange enamel,
hot dip galvanized and oth-
P.CS.
07.01 - 2
Fittings
(Duc[ile iron)
~GIOE~
I v v x
C ~v+
to E ~ y
~ _ P
i
E
y
E
......c~
OIOE~ ~
f~ Cto~
~
CIOE
a
~CtoE~
rCtOEM
~ iJ
i ~
C
to
E
~
Fitting Size
No.10
901 Elbow
No.11
45° Elbow
No.12
22'h° Elbow
No.13
1 1Y.° Elbow
No.20
Tee
No.35
Cross (sw)
Nominal
Oia.
In./?,
Actual
Outside
Dia.
In.h:~3cs
C to E
Inches
in:-_
Apnc.
Wgt Ea.
Lbs.
r!;
C to E
Inches
Aprx.
Wgt Ea.
Lbs.
k5
C to E
Inches
Apa.
Wgt Ea.
Lbs.
C to E
Inches
Approx.
Wgt. Ea.
Lbs.
C to ]E
Inch
Apnc.
Wgt. Ea.
Lbs.
C to E
Inches
Apoc.
Wgt Ea.
Lbs.
1050
225
05
L50
0.5
1.635w
-
1.38sw
-
225
0.6
225
0.9
1
1.315
225
0.6
1.75
0.6
325@
0.6
1.385w
03
225
1.0
225
1.3
1Y<
1.660
2.75
7.0
1.75
0.9
1]5
0.8
1.38sw
0.5
2]5
11.5
2.75
21
1%>
t900
2.75
1.2
1.75
0.9
1J5
0.8
1.365w
0.5
2.75
20
2.75
2.5
2
2375
325
1.8
2.00
1.3
375 Cd
Lh
1.38
1.0
3.25
3.0
325
3.8
2Yz.
2875
3]5
12
225
22
4.00@
23
1.50
1.1
375
4.3
3.75
6.1
76J mm
3.000
3.75
3.7
225
3.4
-
-
175
52
-
-
3
3.500
425
4.5
2.50
3.7
4.50 @
3.7
1.50
2.1
425
6.8
425
10.5
3Yz
4.000
4.50
5.6
7 75
M13
250 sw
4.0
1JS sw
27
4W sw
7.9
4.50
?
11.5
,
4
4.500
5.00
7.1
3.00
5.6
2flH
5.6
1.75
3.6
5.00
11.9
5.00
15
6
1080mm
4.250
500
17.0
3.00
5.6
-
-
500
15.5
-
-
4Y.
5.000
5.25sw
10.0
3.13sw
6.0
6
1.885w
42
5255w
15A
525
16.5
5
5.563
5.50
11.7
325
8.3
[
200sw
SA
5.50
17.8
5.50
20.0
133,0 mm
5.250
5.59
11.7
325
8.3
5 50
77.8
139,7mm
'~~00
550
11J
83
-
-
550
17.8
-
-
6
6.625
6.50
172
10.8
200
7.0
6.50
25.7
6.50
28.0
159,0 min
6250
6.50
18.6
F
10.8
-
-
-
5.50
27.1
-
-
165,1 mm
6.500
6.50
15.5
9.8
3.13
11.4
200
7.4
6.50
22.0
6.50
28.0
II
8.625
775
29.9
4.25
20.4
7J5 @
20A
2.00
W.1
?
7]5
47.6
7.75
48.0
10
10.750
9.00
63.3
4.75
37.5
4.38sw
300
213 sw
11
8
9.00
99.0
9.00
121.5
12
17]50
10.00
74.0
525
66J
4885w
40.0
2255w
29.3
10900
133.0
10.00
170.0
1 M1/t
14.000
21.00
164.0
~JS
82-0
. 5.00 sw
46.0
3.50 sw
320
11.00 sw
161,0
11.00
198.0
16 #
16.000
24.00
210.0
"I0.00
100A
5.00 sw
58.0
4.00 sw
42.0
12.00 sw
188.0
12.00
250.0
"I S#
1 B 000
27.00
273.0
1125
135.0
5.50 sw
65.0
450sw
532
15.50 sw
263.0
15:50
350.0
20#
20.000
30.00
343.0
12.50
174.0
6.00 Sw
7896
S.OOsw
65.0
17.25sw
339.0
1725
452.0
Zh Il
24.000
36.00
516.0
15.00
251.0
7.00 sw
140.0
6.00 sw
60.0
20.00 sw
473.0
20.00
795.0
# lA', 16', 16'. 20', 24' (350 - f W mm) clbows (90°, 45°) are 7'h D long r2dius fnrged steel elbows No. WU and No. 110. Jee page o.
Por iD radius eibows contact Vicraulic (sw) Seymenlally welded s[eel
^e Gaoseneck design, end-to-entl dimension
07.01 - 3
No. 33
True Wye
(Segmen[ally welded steel)
CtoLF\
*SE
No. 29M
Tee with
Threaded Branch
(Ductile Iron)
C to
"-GE~
7Aw~ :
~ "
C to TE ~
1-
Fitting Size
Dimensions
Inchestraa,
Nominal
Dia.
In./-m
Actual
Outside
Dia.
In./ m-
to LE
to SE
Approx.
Wgt. Ea.
Lbs.
#9
1
7.315
225
225
1.1
1'/<
1.660
2.75
750
15
Pk
1.900
2.75
2.75
1.6
2
2.375
3.25
2.75
2.5
2'/z
2.675
3]5
3.00
4.3
3
3.500
4.25
3.25
6.1
3'h
4.000
4.50
3.50
9.6
4
4500
5.00
3.75
'O.C
5
5.563
5.50
4.00
15.0
Dimensions
Fitting Size
Inches/msn
Actual
Approx.
Nominal
Outside
Wgt. Ea.
Dia.
Dia.
Lbs.
In.la,G.
In./ma;
C to GE
C to TE
i14
3K
1.050
2.25
2.25
Q.s
1
1.315
225
225
1.0
7'/a
1.660
275
275
1.5
1Yz
1.900
2.75
2.75
2.0
2
2375
325
4.25
3.0
21/2
2.875
3.75
3.75
4.3
3
000
3.75
3
75
52
76,1 mm
.
.
3
3.500
4.25
6.00
6.8
z~
3'Fe
4.000
4.50
4.50
7.9 sw
4
4.500
5.00
7.25
11.9
4.250
5.00
5.00
15.5
108,0 mm
(sw) Segmenrally welded seel.
Flfiing SiiB
Dimensions
InCheS/mm
Nominal
Dia.
In.h-a,a
Actual
Outside
Dia.
In.LT-?
to LE
to SE
Approx.
Wgt Ea.
Lbs.
-
6
6.625
6.50
4.50
223
S
8.625
%JS
6.00
36.0
10
10.750
9.00
6.50
69.9
12
12J50
10.00
7.00
80.0
14
14.000
11A0
7.50
1342
16
16.000
12.00
8.00
167.0
18
18.000
75.50
8.50
234.O
20
20.000
1725
9.00
26;.0
24
24.000
20.00
10.00
523.0
Dimensions
Fitting Size
Inches/;r:r:,
Actual
Approx.
Nominal
Outside
WgL.Ea.
Dia.
Dia.
Lbs.
In./mra
In./mm
C to GE
C to TE
k~
4'h
5.000
5.25
5.25
15.0 sw
5
5.563
5.50
5.50
17.esw
5.250
5.50
5
50
17
8
133,0 mm
,
.
5.500
5.50
5,50
17
6
1393 mm
.
6
in
6.625
6.50
6.50
25.7sw
6.250
650
6
50
27
1
159,0 mm
.
.
6.500
6
50
650
220
765,1mm
.
S
6.625
7]5
7]5
476sw
"10
107750
9.00
9.00
710
12
12.750
10.00
10.00
99.0
07.01 - 4
No. 100 and
No. 110
Long Radius Elbows
7 ~/z D
k-CtaE-1
I
I CtoE
rI ~
No.100 No.710
•F!a.-; 1 'Y.:..w ...:ws~v::c_
No. 100 and
No. 110
Long Radius Elbows
3D
(Wiih added waq [hickness at
bend for abrasive service)
k--CtoE ~
I
No.100 No.110
FittingSize
No.100-90°
No.110-45°
Nominal
Oia.
Aclual
Outside
Oia.
In.l:r,
C to E
Inches
. .
Apnc.
Wgt.
Each
Lbs / ,
C to E
Inches
Apnc.
Wgt.
Each
Lbs./,cc
2
2.375
4.35
25
2.75
7.6
2'h
2.875
5.00
4.1
100
2.8
3
3.500
5.H8
6.0
3.38
4.9
4
4.500
7.50
12.3
4.00
7.3
`
5
5.563
+
182
14.
13
6
6,67_5
10.75
30.4
5.50
17.4
165.1 mm
6.500
10.75
29.0
5.50
79.0
8
8.625
1425
66.0
7.25
36.0
FittingSize
No.100-90°
No.170-45°
Actual
Apnc.
Aprx.
Nominal
Outside
C to E
Wgt
C to E
Wgt.
Dia.
Dia.
Inches
Each
Inches
Each
In./a:nr
In/..
-;:e:a
Lbs.fi;r,
nr-.
Lbs./r.g
10
10.750
15.00
~07.0
~
6.75
57.0
12
12750
18.00
156.
0
7.50
90.0
14
14.000
21.00 s
164.0
. BJS 5
82.0
i 6
16.000
24.00 s
210.0
"I ODO s
100.0
18
18.000
27.00 s
273?0
11.25s
"135.0
20
20.000
30.00 s
343.0
12.50 5
?
174.0
24
24.000
36.00s
516.0
15
005
251.0
Ducule imn except those marked (s) whlch are steeL NOTE FiUings sizc 26 - 48" are available roll grooved For Instailation wilh Sryle 770 Large Diameter couplings. Contact Vicwulic fw
deWils.
Wall Thickness
90° Elbow
45° Elbow
FittingSize
Inches/nxit[~;natsrs
No.100-3D
No.110-30
Actual
Aprx.
Apnc.
Nominal
Outside
In
At
C to E
Weight
C to E
Weight
Dia.
Dia.
Non-crilical
Back Wear
Inches
Each
Inches
Each
Area
Area
Extra
"r»
Lbs.lYt,
mM
Lbs./k;,
2
2375
0.184
0.309
0.125
10.00
5.0
6.50
4.7
3
3.500
0246
0.371
0.125
13.00
16.0
775
10.4
A
4.500
0.267
0.455
0188
1600
15.5
9.00
172 ,
6
6.625
0.310
0.560
0
~250
7400
70.0
13 W
45.0 ,
07.01 - S
No. 30
45° Lateral
(Segmentally welded steel)
LE
vo
C lo
SE
No. 60 Cap
No. 40, 42, 43
Nipple
(Stee)
~ T
r-EtoE~
No.60
No.42
Grv. X Bev.
'.-EtaE-.I
r-EtoE~
0
m
No.43
No.40
Grv. X Grv.
Grv. X Thd.
Oimensions
Fitting Size
Inches/m:a.
Actual
Appmx.
Nominal
Outside
Wgt. Ea.
Dia.
Oia.
Lbs.
In.l:cmx
In./r:~rn
C to LE
C to SE
i:g
'/n
1A50
4.50
2.00
1.0
1
1315
5.00
225
1.7
"I
1.660
5 75
250
25 tl
1 h
1.900
6.25
2.75
3.5
2
2375
7.00
2.75
4.6 tl
2Yz
2.875
7.75
3.00
9.0
1000
850
3.25
11.0
76,1 mm
3
3.500
8.50
325
11.7 d
3S4
4.000
'F
10.00
3.50
17.8
4
4500
10.50
3.75
222 d
S
5.563
1Z50
4.00
21.8
a;e
(d) Uucule imn.
No. 60
No. 40, 42, 43 #
Fitting Size
Cap`
Nipple (Steel)
Actuai
Thick.
Apnc.
Aprx.
Nominal
Outside
T
Wgt.
E to E
Wgt.
Dia.
Dia.
Inches
Ea.
Inches
Ea.
In.rn
In.Gsun
rsn
LbsJkv
t
Lbs.F„~,
'/e
1.050
0,88
0.7
3.00
0.3
1
1315
088
03
3,00
0.4
1~/n
1.660
0.88
0.3
4.00
0.8
1/z
1.900
23
0 BII
0.5
4.00
0.9
2
2.375
0.88
0.6
4.00
1.2
2'h
2875
0.88
1.0
4.00
1.9
3.009
0.88
1.2
-
-
76,1 mm
3
3.500
0.88
12
4.00
2.5
3%z
4.000
0.88
2.5
4.00
2.1
4
4.500
1.00
2.5
6.00
5.5
708,0 mm
4.250
1.00
23
-
-
4~k
5.000
1.00
2.5
-
-
5
5.563
1.00
4.6
6.00
7.4
: ~
. e.,.
.
Pitting Size
Dimensions
Incheslm:n
Nominal
Dia.
In./r-.r,i
Actual
Outside
Oia.
INmi,:
to LE
to SE
Approx.
Wgt. Ea.
Lbs.
6
~
6.625
14.00
4.50
43.6
165,1
mm
6500
14.00
450
43.6
8
8.625
18.00
6.00
72.0
10
10.750
20.50
6 W
105.0
12
12.750
5'.
23.00
7.00
165.0
14
74.000
26.50
7.50
276.0
16
16000
29.00
5.00
344.2
18
18.000
32.00
8.50
429.0
20
20000
35.00
9.00
500.0
24
24.000
40D0
10.00
715.0
No. 60
No. 40, 42, 43 #
Fitting Size
Cap'
Nipple (Steel)
Actual
Thick.
Apnc.
Aprx.
Nominal
Outside
T
WgL
E to E
Wgt.
Dia.
Oia.
Inches
Ea.
Inches
Ea.
In.lroe-
In./;.:r~,
ren
Lbs.Hsy
rnsn
Lbsh:o
5250
1.00
45
-
-
133A mm
5.
500
1.00
4.5
-
-
1393 mm
.
6
6.625
100
61
6.00
9.5
6250
1.00
6.8
-
-
159,0 mm
6.500
1.00
7.3
-
-
165,1 mm
6
6.625
1.19
13.1
6.00
742
10
10J50
1.25
210
II.00
27.0
12
12.750
1(25
35.6
8.00
33.0
14
14.000
9.50
*
-
-
16
16.000
10,00
"
-
-
10
18.000
11.00
'
-
-
20
20.000
1200
'
-
-
24
24.000
'
`
-
-
& Por Pump Package Nipples with 11/2' (40 mm) hole cutro receive Style 923 VicLet` or Sryle 924 Vic-O-Wellreques[ special No. 40,
42 or 43 nipple prices and request No. 40H, 42-H or 43-H on order. NOTE: 4' - 12' (100 - 300 mm) diame[er - 6' (200 mm) minimum
length reqUired.
@ Available wiLh Bn[ish StanAard Pipe Threads, specify"13SP' clearly on order.
' S[eel dish caps available thmugh 2P (600 mm), mntact Viclaulic. No. 60 cap is no[ suitable For use in vacwm service wieh Sryle 72
or 750 wuplings. No. 61 Bull Plugs should be used.
07.01 - 6
No. R-10
Reducing Base
Support Elbows
(DUC[ile Iron)
im
Grooved X Grooved (G X G)
to E 7
C afi'
I
y -0
t Y''+
~.:;'3;' ~ t
H
" ~ -c
"=s~ u
9 Oiz.
Grooved X Flanged (G X F)
No. 41-ANSI 125
(Casl iron)
No. 45F-ANSI 150
Flat Face (S[eel)
No. 45R-ANSI 150
Raised Face (S[eel)
No. 46F-ANSI 300
1=1a[ Face (S[eei)
No. 46R-ANSI 300
Raised Face (Steel)
Flanged Adapter
Nipples
I. EIOE~
Flaf Face
~EtoE0MWM
Rafsed Face
Nominal
Dimensions .
Approx. Wgt Ea.
Size
InchesF.,;t+trm-c~-~-r.
L6s./i;u
Inchesl-*=: ,
C to E
H
B Dia.
G X G
G X F
5 X A
9.00
7.25
1.50
79.0
33.0
X 5
9.00
1.50
1.50
23.0
36.0
6 X 6
10.50
2.13
L50
33.0
52.0
10 X 5
7200
240
1.50
61.0
88.0
Filting 5ize
Approx. Weight Each
Lbs./%;7
Nominal
Dia.
In.l+,
Actual
Outside
Uia.
Ink,ie-,
Length
E to E
Inches
No. 47
ANSI
125
No. 45
ANSI
150
No. 46
AN51
300
3/4
1.050
3
-
2.3
3.3
1
1315
3
2.5
2.7
3.9
1%a
1.660
A
3.0
3.3
4.8
I '/z
1.900
4
3.5
3.9
6.9
2
-
2.375
4
.a
55
:
62
fl2
.
2Vx
2.875
4
8.0
9.9
77.9
3
3.500
4
9.5
1194
16.5
3'h
4.000
4
12 0
15.1
20,1
4
4500
6
167
18A
27A
5
5.563
6
21.6
21.3
35.3
Approx. Weight Each
Ftting Size
Lbs./i=cz
Actual
Lenglh
Nominal
Outside
E to E
No. 47
No.45
No. 46
Dia.
Dia.
Inches
ANSI
ANSI
ANSI
In.l:rn:
In.lmr;f
'125
150
300
s
6.625
s
zs.s
z~s
47s
8
8.625
6
39.0
41.3
70.3
~
10
10750
8
57.0
59.8
100.6
12
12.750
8
41.0
88.2
1462
14
14.000
B
-
16
16.000
fl
-
.
*
18
18.000
8
-
~
20
20.000
8
-
+
+
24
24.000
8
-
+
+
. Contact Viciauiic for details.
NOTE Flanged adapter nipples are suppiied with standard rolled gmoves. Standard wl grooves or machininy for mbber lininy are
optionally avaliable. ConUcl Victaulic (or delails.
07.01 - 7
Concentric/Eccentric Reducers
Steel (except as noted)
No.50
No.51
Approx.
Approx.
Nominal
E to E
Wgt. Ea.
E to E
Wgt. Ea.
Size
Inches
Lbs.
Inches
Lbs.
Inches/mm
-
z~
I 1A X 3/4
1.9
_ X
X 1
+
1.9
-
-
Pk X a/a
+
1.4
-
-
~ ~
X 1
2.50' d
0.8
8.50
4.5
X 1'/.
2.50' d
1.0
-
-
L ,<,5
•
c..5
.
z x 1/4
250' a
o.s
9.00
2.0
X 1
250" d
OJ
9.00
23
X 1 Ya
2.50' d
1.2
9.00
4.6
X Ph
2.50` d
1.0
9.00
4.6
x
21/z X '/a
7.3
3.3
X 1
9.50
3.6
9.50
15
x
X 7 Y<
2.50" d
3.3
9.50
+
x ap
X?'/z
2.50'C
3.6
9.SC
17
X 2
2.50 d
19
9.50
4.3
3 X
+
1.5
+
4.5
s x
~
-
X 1
250'd
1.3
9.50
4.8
r.
~
X 1
+
3.0
+
4.8
X 1'h
2.50' tl
5.7
9.50
5.7
X 2
2.50`cJ
1.6
3.50 c1
6.0
t)Q X
e.t
X 2'fe
250` d
1.8
3.50 d
7.0
~
2.50 d
2.1
-
-
X 76,1 mm
3'Fe X 3
2.50 tl
2.0
9.50
7.0
i
4 X 1
3.00'd
3.0
10.00
6.5
X 1 Ya
+
4.6
-
-
G 3.
_
X 1'fz
, dt
10.00
6.9
10.00
6.1
X 2
3.00' d
2.4
4.00 tl
3.3
x :
X 2'/z
3.00' tl
2.7
4.00 tl
3.4
X 3
3.00' d
32
4.00 d
15
X 3~fz
3.00 d
2.9
70.00
8.0
5 X 2
X
4.00
9.0
11.00
5.2
X 2'/e
11.00
11.0
11.00
1Q6
X 3
4.00 d
5.5
11.00
11.1
X 4
3.50 tl
4.3
5.90 tl
12.0
E
rmE~
le- E lo E ~
No.50
No.51
Nominal
Size
Inchesli;t~
E to E
Inches
srIl
Approw
Wgt Ea
Lbs.
Iex
E to E
Inches
:n:x!
Approx.
Wgt Ea.
Lbs.
6 X 7
4.00` tl
5.0
11.50
14.5
X 7'h
+
X 2
4.00' tl
6.6
11.50
14.5
X 2'fi
4.00" tl
6.4
11.50
142
X 3
400"d
6.h
S.SOtl
15.0
X 4
A.OOtl
6.5
S.SOd
17.0
X 5
4.00 d
6.4
5.50 tl
l.:p
17.0
fl X 2'h
16.00"
7.9
12.00
26.1
X 3
5.00 tl
9.3
12.00
22.0
X 4
5.00 tl
10.4
12.00
23.0
X 5
i
5.00 tl
11.6
12.00
23.0
X 6
5.00 d
11.9
6.00 d
24.0
1G X 4
. :
6.00 U
:s'.7
19J
t
13.00
:s t
32.0
.::.5
X 6
`
.
34.3
+
34.6
X 6
6.00 d
20.0
13.00
36,9
X e
~
6.00 d
22.0
7.0 tl
21.6
12 X A
x ,
+
4A.0
14.00
48.0
X 6
i
7.00d
24.6
14.00
50.0
X 8
J. tC3:
7.OOd
520
, i
14.00
;e;
53.5
_ s)
x io
x
7.ooa
39.0
ia.oo
szo
14 X 6
<a;i
13.00
65.0
1100
60.0
X fl
/ "s(
13.00
:ss::,
65.0
' ,
13.00
t%:
60.0
X 10
13.00
66.0
13.00
65.0
X T 2
X
13.00
68.0
13.00
66.0
16 X 8
X
14-00
73.0
14.00
73.0
X 10
X -
14.00
73.0
14.00
13.0
X12
14.00
73.0
14.00
73.0
X 14
14.00
73.0
14.00
73.0
is x io
<>~x'-
15.00
91.0
u`oo
91.0
X 12
15.00
91.0
15.00
91.0
X 14
15.00
9t0
1600
91.0
X 16
15.00
91.0
15.00
91.0
Table condnued on page 9
(d) Ductile imn . Conract Victaulic for details.
'Available with male threatleA small entl No. 52.
@ Steel eccenvic reducers available through 30' (750 mm), contact Vicmulic for dimensfons.
07.01 - 8
Concentric/Eccentric Reducers r`oE7 ~-EtoE ~
S[eel (except as no[ed)
z'rv~
No.
50
No
.51
.
No.
50
No
.51
Approx.
Approx.
Approx.
Approx.
Nominal
E to E
WgL Ea.
E to E
Wgt Ea.
Nominal
E to E
Wgt Ea.
E to E
Wgt. Ea.
Size
Inches
Lbs.
Inches
Lbs.
Size
Inches
Lbs.
Inches
Lbs.
Inches/NS,
Inches/;;m,
Mu,
-
20 X 10
20.00
110.0
20.00
177.0
24 X 12
20.00
150.0
20.00
150.0
x
.
.,r,.,
X 12
20.00
120.0
20.00
120.0
X 14
20.00
162.0
20.00
162.0
X 14
20.00
149A
20.00
149.0
X 16
20.00
162A
20.00
162.0
X 16
20,00
120.0
20.00
120.0
X 78
20.00
162.0
20.00
162.0
x
XI8
20.00
136.0
20.00
136.0
X 20
20.00
151.0
20.60
190.0
24 X 10
20.00
1420
20.00
1420
x
.
No. 25 and No. 29 Reducing Tees
(Segmentally welded steel)
Nominal
Size
InchesG:f;a
No.25
Std.
C to E
Inches/r„cFn
No.29
w/Thd.6ranch
C to E
Inchesk.;~:;
Apnc.
Wgt. Ea.
Lbsf,~q
1 X T X'/
~.0
1'/<X1'/<X1
+
+
13
1'12 X1'hX'/n
•
v
+
+
1.5
X I
+
.
L5
XI y
.
+
1.7
2X2X'/a
125d
3.25tl
7.5
X1
3.25d
3.25d
2.7
X 1'/a
+
1.8
XtYz
125d
3.25
3.0
21/z X 2'k X aK
+
+
3.9
X 1
3.75 d
375
3.6
X 1%.
+
+
4.2
X 1Y2
3.75 tl
3.75 tl
3.9
X 2
3J5 tl
3,75
4.5
3X3X
~
~
+
5.7
X1
4.25d
425tl
6.1
X 1'/n
+
+
8.0
X z
j
425 d
4.25
6.5
X 2
415 d
425
62
X 2'k
425 tl
425
6A
~CloE+l -CtoEl
IF
c C
to lo
E E
No.25 No.29
Nominal
Size
Incheslm„
No.25
Std.
C to E
Inches/;na,
No.29
wRhd. Branch
C to E
Inches/nmr
Aprx.
WgG E.
Lbs/6g
4X4X1/,
t
+
B.0
X 7
5.00 d
S.OO tl
7.8
X 1 %
+
+
9.6
X 1%z
5.00 d
5.00 tl
10.2
X 2
5.00 tl
S.OO d
112 .
XZ%
S.OOd
S.OOd
11.4
i.1
X 3
5.00 d
5.00 d.
71.6
5 X 5 X 1
. . ; i
+
.
+
14.0
X 111.
+
+
14.3
X 2
r s
5.50
S. W
14.5
X 2'h
5.50 d
5.50 tl
152
X 3
5.50U
55,
16.6
X 4
5.50 d
16J
6 X 6 X 1
F
23.0
X 1'/z
+
240
X
T d`
6.SOtl
21.6
X 2Yz
6.50 tl
6.50 d
21.4
X3
6.50 d
6 50 tl
26.5
X 4
~
6.50 d
6.50 tl
25.0
X 5
6.50 d
6.50 d
23.2
Table conUnued on page 70.
07.01 - 9
No. 25 and No. 29
Reducing Tees
(Segmen[ally welded steel)
No.25
No.29
Nominal
Std.
wRhd. Branch
Aprx.
Size
C to E
C to E
Wgt. Ea.
InchesG.v;s
Incheshn:n
Inches/..:~s;
Lbsl'au
61/z X 6%x X 3
6.50 tl
6.50
24.0
X4
6.Wd
6.50
25.0
x
II X 6 X 1'/a
+
+
33.0
x p,.
X 2
775
7.75
33.5
X 2~h
+
39.0
X 3
7]5
7]5
33.6
X4
7]SA
IJStl
41.8
X 5
7J5
7.75
34.0
X
!z,.:
X 6
7.75 d
7J5 cl
42.3
x
i'75
735
48.0
X 165,7 mm
10 X 10 X 1%z
",/,"J
+
+
62.0
X 7
9.00
9.00
62.0
X 2%s
«
62A
X 3
+
60.0
+
X 4
, IG
9.00
9.00
67.0
X 5
9.00
9.00
52.0
X 6
9.00
9.00
59.0
X 8
9.00
9.00
64.7
12X12X1
+
+
77.0
X 2
r
+
+
80.0
X 2'h
-
+
76.0
X 3
10.00
10.00
82.0
X 4
10.00
[:i
10.00
80.0
X 5
10.00
10.00
7$.0
X 6
10.00
~.i
10.00
75.0
X 8
70.00
10.00
80.0
X 10
; .
10.00
10.00
84.0
:
14X14X4
, r
+
+
1020
X 6
+
+
108.2
X 8
11.00
11.00
112.0
x .:i;
-=i
'~CloE+l rCtoEi
I
OR- ?
M M
c c
{ to co
E E
x ~
No.25 No.29 No.25 No.29
Nominal
Std.
lThd. Branch
Aprx.
Size
C to E
C to E
Wgt. Ea.
Inches/x,ii
Inches/:.er..
Incheslan:n
Lbs/kg
14 X 14 X 10
11.00
11.00
120.0
X 12
11.00
11.00
129.1
16X16X4
+
+
130.0
X 6
+
+
133.5
X S
~
12.00
12.00
145.0
X 10
1 200
1200
149.5
X 72
12.00
12.00
154.0
X 74
xa
v
+
+
167.0
_o
18X18X4
+
194_0
X 6
+
+
200.0
X
X S
x
+
+
202.0
X 10
15.50
15.50
212.0
x . i:
X 12
16.50
15.50
222.6
X
X 14
15.50
-
230.1
X i
X 76
15.50
-
247.6
20X20X6
~
+
+
240.0
X 8
24A.0
x
.
. .
X 10
x z.
'
+
256.0
X 12
;i
+
264.0
X 14
1725
-
275.0
X 16
1Z25
-
.
288.6
s.._
X'IS
1725
-
297.0
a
.
24 X 24 X 8
20.00
20.00
340.0
. F X
X 10
20.00
20.00
343.9
,C lb;
X 12
20.00
20.00
352.8
X 74
20.00
-
360.0
X 16
20.00
-
378.0
X 18
20.00
-
380.0
i ~5.i
.
X 20
. 20.00
-
373.0
(d) Ducule ima t Contac[ Vicraulic for details.
No. 29 ThreaAed Outlet Reducing Tees are supplied NPT and are available with Briush
Standard Nreads Por Briush SranAard specify"BSP" clearly on order.
07.01 - 10
No. 52
Reducer
Threaded
Small
(Duclile Iron)
,.n~z . . a.m_..« .r...,:.»_..
No 53,54 & 55
Swaged Nipples
(Steel)
~-EtoE
~
Na. 53
r EtoE -
No.54
r-EfoE I
No.55
Nominal
Size
Inches/n,a,
E to E
In.
~
Y
Aprx.
Wgt. Ea.
l.6s14..;
Nominal
Size
Inches/,=,ni
E to E
In.
mr.•
Apnc.
Wgt. Ea.
Lbs./;::z
Nominal
Size
Inches/.nre
E to E
In.
snn;
Aprx.
Wgt. Ea.
Lbs./k,
1%z X 1
2'
5
0
0.8
3 X'/a
+
1.55
5 X 4
+
4.5
X 1'/<
250
0.9
X 1
2.50
1.3
6 X'I
4.00
;
5.5
zxa
zso
o.s
xiIh
aso
iss
xz
aoo
5.7
X 1
250
0.7
3 X 2
2.50
LS
X 2%
4.00
5.6
X 1'/e
2.50
1.2
X 2'h
2.50
24
X 3
4.00
5.8
X 1'12
250
1.0
A X 1
3.00
2.3
X h
_
+
6.55
21hxi
.
1.Os
X1Yz
+
ZSS
X5
+
205
X I 1/<
2.50
1.25
X 2
3.00
2.6
8 X 2
16.00
7.5
X 1 I/z
250
1.3s
X 2Vz
3.00
26
X 2%z
16.00
1J
X 2
3.00
14
X 3
3.00
2.5
(s) Steel. . Conmct Viclaulic for de[ails. Available wllh f3riush 5[andard Pioe Threads, specifV "6SP" deady on ader.
. Contac[ Uaaulic for details.
Approx.
Approx.
Nominal
E to E
Weight Each
Nominal
E to E
Weight Each
Size
Inches
Lbs.
Size
Inches
Lbs.
Incheslme%
Irsn
rqi
Inchesl::.<i.
^ir::
#3
2 X 7
6.50
2.0
4 X 2'/z
9.00
7.5
X 11/a
6.50
2.0
X 3
9.00
7.5
X
X 1'h
6.50
2.0
X 3'h
9.00
7.5
2'kX1
7.00
3.0
5X2
11.00
11.5
r
J
X 1'/<
7.00
3.0
X 3
11.00
11.3
X 11h
7.00
3.0
X 4
11.00
11.5
X 2
7 00
3.0
6 X 1
1200
17.0
3X7
6.00
4.5
X1'/<
72.00
77.0
X _s
X 11/e
8.00
4.5
X 1 Yz
12.00
17,2
X 1'k
800
4.4
X 2
12.00
17.h
X 2
II.00
4.5
X 2Yz
12.00
17.4
X 2Vs
8.00
45
X 3
12.00
17.4
31/z X 3
8.00
6.8
X 3%z
12.00
17.4
F
A X1
:
9.00
7.5
X 4
i
12.00
17.5
X 1Y.
9.00
7.5
X h'h
12.00
17.5
X 1'h
9.00
7.5
X 5
12.00
17.5
X2
9.00
7.5
BX6
20.0
07.01 - 11
No. 18 and 19
Adapter Elbows
(Duc[ile iron)
~GE~
-
~
TE
No. 18
Cto\
GE -
r~" ,
to
TE
No. 19
s_-r=ss,+<:~.•~:wY,~,.zm=_.,ac:<::m .m:^~;.~
No. 27
Standpipe Tee
(Duc[ile Iron)
rEOBry
lo
' C
Y EOR
No. 27
No. 21
Bulihead Tee
(Duc[ile Iron)
Cto
EOR-j
Gta
E08 M ~
No. 21
Fitting Size
No.18
90°Adapter Elbow @
No.19
45° Adapter Elbow @
Nominal
Dia.
In.ln;m
Actual
Outside
Dia.
In./::sin
C to GE
Inches
;nr,l
C to TE
Inches
Approx.
Weight Each
16s.
C to GE
Inches
;az~:
C to TE
Inches
Approx.
Weight Each
Lbs.
3/4
1.050
2.25
2~25
0.5
1.50
1.50
0.5
1
1.315
225
225
0.5
1]5
1 75
.fi
0
11/4
1.660
2.75
2.75
0.9
1]5
175
0.6
1/z
1.900
2.75
2.75
7.1
175
175
0.9
2
2.375
125
4.25
2.5
2.00
3.00
1.9
2%z
2.875
375
3.75
3.0
225
225
23
3
3500
4.25
6.00
5.8
250
425
5.0
3~h
4<000
4.50
625
8.0
525
5.25
8.8
A
4.500
5.00
725
12.0
'
3.00
5.25
8.8
6
6.625
6.50
6.50
17
S
3.50
d-
3.50
72.7
Cm Availzblewith British S[andard Pipe Threads, specify"BSP" clearly on order.
. Contsct Viaaullc For demils.
Approx
Nominal
C to EOR
C to EOB
Weight Each
Size
Inches
Inches
Lbs.
Inches/m;,3
nr+~
r.rw
kn
4 X A X 2Yz
325
4.00
9.1
6X6X2'F.
3~25
5.13
14.8
Available with British Standard Pipe Threads, specify'6SP" deady an wder.
Approx
Nominal
C to EOR
C to EOB
Weight Each
Size
Inches
Inches
Lbs.
Inches/arzri
5X5Xfl
7.75
5.50
28.7
a
6X6X8
7J5
6.50
37.5
:t x.r,
07.01 - 12
No. 61
Bull Plug
(S[eel)
'.-EfoE~
~
No. 32
Tee Wye
(Segmen[alty welded s[eep
Fitting Size
Nominal
Diameter
Inches/:~.,:~.
Actual
Outside
Diameter
Incheshr;-,
.
E to E
Inches
;-c,s
Approx.
Weight Each
Lbs.
kc
2
2.375
4.00
ZS
2 %
2.675
5.00
3.0
3
3.500
6.00
4.5
4
4.500
7.00
7.5
5
5.563
8.00
12.0
6
6.625
10.00
17.0
k S[eel dish caps available thmugh 24' (300 mm), conlact Vicraulic.
No. 60 cap is no[ suilable for use in vacuum service wlUi Sryle 72 or 750 couplings.
No. 61 6ull Pluys should be used.
Dimensions-Inches/ntsb;',mmtaK
Approx.
Nominal
Size
Inches/m.v
G
H
E,
Ez
Weight
Each
Lbs.l'i,.
2X2 X 2
2.75
7.00
9.00
4.63
6.4
2'h. X 2%z X 21h
x
3.00
7]5
.
10.50
.
5]5
11.5
3
3X3 X 3
325
8.50
11.50
6.50
14
3'h X 3%2 X 31h
3.25
10.00
13.00
Z75
22.9
4 X4 X 3
3.75
10.50
12.88
7.88
23.0
X 4
3.75
10.50
13.63
6.13
26.0
5X5 X3
4.00
1250
1425
9.25
29.0
X 4
4.00
1250
15.13
9.63
36J
X 5
A.00
12.50
16.13
10.00
48.0
6X6 X 3
, . t a..
450
14.00
1537
10.31
.
37.3
X 4
4.50
14.00
16.25
10.75
46.3
X 5
x'
4.50
14.00
77.25
71.13
55.0
x 6
x
.
450
,
14.00
,
18.25
.
71.50
.
60.5
II X S X 3
' ^;t
6.00
.
18.00
.
18.15
.
13.19
76.0
X 4
6.00
18.00
79.00
13.50
76.4
3a
x s
6.00
18.00
20.00
is.aa
85.6
X 6
6.00
18.00
21.13
14.38
112.0
X 8
6.00
18.00
2325
1525
127.1
TOX10X3
6.50
20.50
19.68
14.88
96.0
X 4
6.50
20.50
20.75
15.25
97.4
X 5
6.W
20.50
21.68
15J5
115.0
X 6
6.50
20.50
22.88
16.13
133.7
X 8
6.50
20.50
27.25
1925
156.0
X 10
6.50
2050 .
27.25
18.00
190.0
12 X 12 X 12
7.00
23.00
31.00
20.50
240.0
07.01 - 13
No. 30•R
Reducing Lateral
(Segmentally welded steeQ
T-
Cto
LE
+0~.
/G
No. 80 Female
Threaded
Adapter
Ductile Iron (except as notetl)
EtoE
7a
Approx
C to
C to
Weight
Nominal
LE
SE
Each
Size
Inches
Inches
Lbs.
Inchesln_~:
111~11
Mm
icp
3X3X2
5.50
3.25
9.8
X 2'fe
fl 50
3.25
9.13
4X4X2
10.50
3.75
10.0
x' x
X 2%z
10.50
3.75
10.0
X3
1Q50
3.75
18.3
5 X 5 X 2
1250
4.00
24.0
X 3
12.50
4.00
27.0
x:.
X 4
12.50
4.00
26.5
6X6X3
14.00
4.50
37.0
X 4
14A0
4.50
36.0
X 5
14.00
4.50
44]
K
6 X 6 X 4
15.00
6.00
62.0
r ~
X 5
~
18.00
6.00
75.5
X fi
18.00
6.00
62.0
x ;
10 X 10 X 4
20.50
6.50
104.8
X 5
2050
6.50
99.0
X 6
20.50
6.50
105:8
X 8
~
20.50
6b0
118.0
12 X 12 X 5
. .
23.00
7.00
122.0
X 6
23.00
7.00
137.0
X 8
23.00
7.00
147.0
Flvailable wafi 6rinsh Sfantlard Pipe threaAs, speci(y"BSP" deady on order.
s = steel
Approx.
C to
C to
Weight
Nominal
LE
SE
Each
Size
Inches
Inches
Lbs
InchesF,ne,
MIM
m~,~
!_u
12 X 12 X 10
23.00
7.00
167.0
14 X 1 A X 4
26.50
7.50
172.0
,<,..5
_
X 6
26.50
7.50
187.0
X 8
26.50
7.50
205.8
X 10
26.50
7.50
235.0
X 12
26.50
7.50
250.0
16X76X6
J
29.00
8.00
215.0
X II
29.00
8.00
752.5
x,.
X 10
29.00
5.00
265.0
x
X 12
29.00
8.00
295.0
X 14
29.00
6.00
305.0
x J-,
s8,2
iaxiaxs
3200
8.50
274.0
;x
X 8
32.00
8.50
275.0
X 12
32.00
8.50
347.0
x
X 14
32.00
6.50
350.0
X 16
3200
6.50
3620
% :
20 X 20 X 12
35.00
9.00
415.0
X 14
35.00
g00
420.0
x
ai
X 16
35.00
9-00
425.0
x
24 x24 x16
40.00
10.00
425.0
x zo
40.00
10.00
570.0
Fittin
g Size
Nominal
Oiameter
Incheslmn
Actual
Outside
Diameter
Inches/mm
EtoE
Inches
mm
Approx.
WeighlEach
Lbs.
&g
3K
1.050
2.00
1.0
7
1.315
206
1.0
1'/<
1.660
231
1.55
1%z
1.900
231
1.5s
2
2.375
250
tA
2'h
2675
2.75
1.5
3
3.500
2.75
29
4
4.500
325
4.5
07.01 - 14
R:R
No. 32-R
Reducing Tee
Wye
(Segrnentally welded s[eeI)
No. 48
Hose Nipple
(S[eel)
I.-E to E--.I
I
Nominal
Dimensions
Inchet
Approx.
Weight Each
Size
Inches/:4ri:,
G
H
E,
Ez
Lbs
4 X 3 X 3
3.50
9.50
10J5
5.75
16.0
X 4
175
10.50
13.63
8.13
16.0
5 X 3 X 3
~
1.25
9.75
17.50
7.63
25.0
X 5
x:
4.00
12.50
16.13
11.13
43.4
5X4 X 3
1.88
9.13
71.88
6.88
21.0
X 4
1.88
9.13
12J5
7.25
25.0
6X4X6
x
4.50
14.00
1E325
11.50
61.0
6 X 5 X 3
1.25
10.75
13.00
8.00
s
27.0
X 4
1.25
. 10.75
1383
8.3n
31.0
8X6X4
1.00
12.00
14J5
925
45.0
8X 6 X 8
6.00
13.00
2325
15,25
112.0
Fitting Size
Nominal
Diameter
Inches(a,a;
Actual
Outside
Diameter
InchesGTa,
E to E
Inches
~
Approx.
Weight Each
Lbs.
a/n
1.050
3.
12
0.3
1
1.315
3.38
0.4
1'/
1.660
188
0.6
l'k
1.900
3.88
0.6
2
2375
4.50
1.1
2%a
2.875
538
2.0
3
3.500
SJS
32
4
4.500
7.00
4.9
5
5.563
8.75
8.0
6
6.625
10.12
74.3
8
8.625
71.88
24]
10
10J50
12 W
401
12
12750
14.50
62.0
This pmtluct shall be manulacwred by Uctsulic Canpany Ail protlucts shall be Installed In accortlance wnh cu:rert Victaulic instalatioNZSSemGy'mstmc~ions.
Victaulic reserl [he ngh; lo change pmtlun spxifica6ons. tlesigns antl standard eyuipnent withom notiw antl wilnco! incumng obligations.
07.01 - 15
Fig, 200 -"Trimline" Adjustable Band Hanger
Size Range - 1/2" thru 8" pipe
Material - Carbon Steel, Mil. Galvanized to G90
specifications
Function - For fire sprinkler and other general piping
purposes. Knurled swivei nut design permits hanger
adjustment after installation.
Features -
•(1/2" thru 2") Fiared edges ease instailation for
all pipe types and protect CPVC plastic pipe from
abrasion. Capturetl design keeps adjusting nut
from separating with hanger. Hanger is easily
instalied around pipe.
•(2'/1" thru 8" Spring tension on nut holds it
securely in hanger before installation. Adjusting
nut is easily removed.
Approvals - Undervvriters' Laboratories listed (1/2"
thru 8") in the USA (UL) and Canada. (cUL) for steel
and CPVC plastic pipe and Factory Mutual Engineering
Approved (3/4" thru 8"). Conforms to Federal
Specifications WW-H-171E, Type 10 and Manufacturers
Standardization Society SP-69, Type 10.
Maximum Temperature - 650°F
Finish - Mil. Galvanized. For Stainless Steel materi-
als, orderTOLCOT"^ Fig. 200WON.
Order By - Figure number and pipe size
Dimensions • Weights
ripe FZotl Size Mau. Rec. Approx.
Size Inch Metric A g Load Lbs. Length
112
3/8
Smm or 10mm
3'/a
25/a
400
11
3/4
3/8
8mm or 10mm
3'/a
27,
400
11
1
3/8
Smm or 10mm
3'!a
2'/a
400
12
. 19,
3/8
8mm or 10mm
33/,
2'/e
400
13
1'f, .
3/8
8mm or 10mm
3'/a
2'/a
400
14
2
3/8
8mm or 10mm
41/,
3
400
15
2'/z
3/8
10mm
55/a
4'/a
600
27
3
318
10mm
5'/a
4
600
29
3'/,
3/8
10mm
7'/a
51/,
600
34
4
318
10mm
7'/a
5
1000
35
5
1/2
12mm
9'/a
6'/<
1250
66
6
112
12mm
10'/a
63/.
1250
73
8
1/2
12mm
13'/a
S1/,
1250
136
m Omce/Manufacturing Facility • 1375 Sampson Ave. • Comna. CA 92819 • Ph: 909737.5599 • Fax 909737.0330
Cuscomer Service • 80D786.5266
FM
U~ G Uj,
Fig. 65 and Fig. 66
Reversible C-Type Beam Clamps 3/4" and 11/4' Throat Openings
Size Range -(Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod
Material - Carbon Steel with hardened cup point set screw
and jam nut
Function - Recommended for hanging from steel beam where
flange thickness does not exceed 3/4" (Fig. 65) or 11/4' (Fig. 66).
Features - All steel construction eliminates strudural deficien-
cies associated with casting type beam clamps. May be used on
top or bottom fiange of the beam. (Beveled lip allows hanging
from top flange where clearance is limited.) May be installed with
set screw in up or down position. Offset design permits unlimited
rod adjustment by ailowing the rod to be threaded completely
through the clamp. Open design permits inspection of thread
engagement
Approvals - Underwriters' Laboratories Listed in the USA (UL)
and Canada (cUL). Factory Mutual Engineering approved.
Conforms to Federal Specification WW-H-771E, Type 23 and
Manufacturers Standardization Society SP-69, Type 19. Exceeds
requirements of the National Fire Protection Association (NFPA),
Pamphlet 13, 3/8" rod will support 112" thru 4" pipe, 1/2" rod wili
support 1/2" thru 8" pipe.
Finish - Plain
Note - Available in Electro-Galvanized and HDG finish.
Order By - Figure number, rod size and finish
Fig. 65 Patent #4,570,885
Fig. 65
Dimensions • Weights
Rod Size
Max. Rec.
Approx.
A
B
C
D E
F
Load Lbs.*
Wt.1100
3/8
1'/,6
3/4
1 7/16
1
610
28
1/2
1^Iz
3/4
1 9116
1'/a
1130
55
5/8
1%
3/4
1 9/16
1'/.,
1130
55
' Max. loads for clamp with set screw in up or down position.
Fig. 65
Dimensions • W
eights
Rod Size
Max. Rec.
Approx.
A
B
C
D E
F
Load Lbs'
Wt.1100
3/8
1'/,,
1'!<
1 7/16
1
610
28
1/2
1V,
114
1 9/16
14.
1130
55
5/8
1'/,
1'/.
1 9/16
1'/,
1130
55
" Max. loads
for clamp with set screw in up or
down position.
KM
94)
Office/Manufaauring Facility • 1375 Sampson Ave. • ComnaCA 92879 • Vh: 909737.5599 • Fax: 909737.0330 ~
Cusiomer Service • 6007865266 ~
Fig. 98 - Rod Stiffener E~a
Size Range - Secures 3/8" thru 7/8" hanger rod
Material - Carbon Steel - ~ ~z..
Function - Secures channel to hanger rod for verticai seismic bracing.
Finish - Electro Galvanized
Note - Available in HDG finish or Stainless Steel materials.
Order By - Figure number
Fig. 99 - All Thread Rod Cut to Length
Size Range - Secures 3/8" thru 7/8" rod in
1" increments
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain
Note - Availabie in Electro-Galvanized and
ADG finish or Stainless Steel materfals.
Order By- Figure number, rod diameter; rod
length and finish
Fig. 100 - All Thread Rod Full Lengths
Size Range - Secures 3/8" thru 7/8" rod in
10'Iengths
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain
Note-Available in Electro-Gaivanized and
HDG finish or Stainless Steel materiais.
Order By - Figure number, rod tliameter
and finish
Dimensions • Weights
Max Rec. Load Lbs.
Rod For Service Temps Approx.
Size 650°F 750°F Wt./100
1l4
240
215
12
3/8
610
540
29
1/2
1130
1010
53
518
1810
1610
84
3/4
2710
2420
123
718
3770
3360
169
1
4960
4420
222
1Y,
8000
. 7140
360
11/,
11630
10370
510
Dimensions • Weights
Rod
Max. Rec. Load Lbs.
Size
For Service Temps
650°F 750°F
3!8
610 540
1/2
1130 1010
5/8
1810 1610
3/4
2710 2420
7!8
3770 3360
m Offrce/Manu(acwring Faciliry, • 1375 $ampson Ave. • Corona, CA 92879 • Ph: 909J37S599 • Fax 909J37.0330
Cuslaner Service • 600]665266
Wit`h ABF'
ProSecGon:-
I ILYA 1 I / ~ id . 1 : -4 A' I 1
Dyna-Thread°
Full Line Sch-40 Replacement
Dyna-Thread' offers fhe life expectancy of Sch40 with superior hydraulics and greafer value.
Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safery
and longevity of traditional Sch40 pipe with qualiry and superior hydraulic advantages.
. o . Schedule 40 ! [~=R
• Dyna-Thread's inside diameter is up
to 3.6% larger than Sch-40 giving it
superior hydraulics. And, when used
in combination with Dyna-Flow pipe,
down sizing often occurs.
• With its increased strength and lighter
wzight; Dyna-Thread reduces
installation fatigue and is ideal for
retro-fit applications.
• More wall thickness at the thread
(CRR=1.00) gives Dyna-Thread
better life expectancy than lightwall
threadable pipejoints.
• Dyna-Thread is fully listed and
approved by UL, tJLC, and FM for
fire sprinkler applications.
• The life expectancy of Dyna-Thread
and Sch-40 are equal based on the
calculated wa11 thicknesses per UL.
• The consistent quality of stee] used to
make Dyna-Thread facilitates smooth
threading and lower maintenance
costs.
• The exterior of Dyna-Thread is
protected by a cleaq durable mill
coating for extended shelf life and
easy paint application.
s FM UD
Listed Approved Listed
Coaosion Resistance &ntio (CRR) is a
UL (Underwriters Laboratory) term for
the estimated life expectancy of a pipe
joint. This is based on the calculated
wall thickness at the base of the first
exposed thread, assumed to be the
weakest point of the pipe length. Dyna-
Thread and Sch-40 have the same
calculated wall thiclrnesses at this point
and are both assigned the same CRR of
1.00.
The internal sur£ace oF all black Allied
Tube & Conduit Fire Sprinkler pipe
products up to 4.5000" in diameter is
coated with our new Antibacterial
Formula, "ABF". In scientific laboratory
test, ABS proved to have superior
resistance to microbial colonization of
pipe walls, thereby delaying or possibly
preventing the anset of
Microbiologically Influenced corrosion
(MIC) when the First Sprinkler System
is first installed.
Specifica
tions
NPS
Nominal I.D.
Wt.
Wt. (1120 Filled)
Pcs/ WVLitt(21')
Wf/Lift (24')
Wt/Lift (25')
In; mm
In; mm
Lbs/F(-Kg/m
Lbs/ft, Kg/m
Lilt
Lbs; Kg
Lbs; Kg
Lbs; Kg
1'
1.080
1.330
1.75
70
1955
2234
2327
25
27.4
2.0
2.60
70
887
1013
105
tYa"
1.408
1.870
2.54
51
2002
2288
2364
32
35.8
2.8
3.78
51
908
1038
108
1Yz°
1.639
2.290
3.22
44
2115
2418
2519
40
41.6
3.4
4.79
44
959
1097
114
2"
2.104
3.050
4.57
30
1921
2196
2287
50
53.4
4.5
6.80
30
871
996
103
• Unlike lightwall threadable pipe,
Dyna-Thread has no thread gauge
warning.
• Dyna-Thread is approved for
standard hanger spacing (15 ft.
O.C.), can be nsed as earthquake
sway bracing, and is safe to use as
drops.
• Dyna-Thread is safer to weld on:
• Dyna-Thread is more widely
accepted than lightwall threadable
where Sch40 is specified.
Super 40/Dyna-Thread pipe is
manufachued to meet: ASTM A-135,
Grade A and is in compliance with
NFPA-13. All sizes of Super 40/Dyna-
Thread are rated at 300 psi working
pressure. Super 40/Dyna-Thread is UL
and iTLC Listed for wet, dry deluge and
pre-action sprinkler systems and FM
Approved for use in wet systems. Super
40/Dyna-Thread can be "hot-dip"
galvanized to meet FM requirement for
dry systems. Super 40/Dyna-Thread is
approved for all threaded cotiplings and
welded outlets and is suitable for all
roll-grooved, and plain-end fittings.
(See listing infotmation).
:
16100 S. Lathrop • Harvey, IL 60426 Customer Service
tqCO/F/owConiro/ QT- aII'p~~ ~ 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543
~
NBE&GONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806
S3-3
X~w;cY n aeF~
Protecl~on v
DA. : O e e
Dyna-Flowe
High Strength Steel Pipe
The original high-strength lighfwall sprinkler pipe with hydraulics superior to Schedule-10.
Dyna-Flow pipe is the "briginal" high-
strength lightwall sprinkler pipe. Dyna-
Flow has outstanding hydiaulic
capabilities and is recognized as the
most popular aLternative to Schedule-10
pipe. Lightweight, easy to ciit and easy
to handle for installation. Dyna-Flow is a
valuable addition to any fire protection
system.
With an inside diameter of up to ll%
larger than Schedule-40 and up to 7%
larger than Schedule-10, Dyna-Flow
pipe hydraulics are exceptional. Larger
I.Ds enable Dyna-Flow, and related
components, to be down-sized within the
system, thus increasing the potential for
job cost savings. For complete Hazen-
Williams charts, refer to "Dyna-Flow
Hydraulic Data TaUles:"
Dyna-Flow products are coated with
an environmentally approved and
specially formulated modified-acrylic or
water-based coating. This durable coating
is paimable. The black coating acts as
an excellent primer and is resistant to
weathering and U.V. degradation from
outdoor storage.
Metallurgical properties provide excellent
fabrication characteristics for end prep
finishes, welding and roll grooving.
There is no special piocess or equipment
needed for fabrication and installation.
The intemal surface of all black Allied
Tube & Conduit Fire Sprinkler pipe
products up to 4.5000" in diameter is
coated with our new Antibacterial
Formu]a, "ABF". In scientific laboratory
test, ABS proved to have superior
resistance to microbial colonlzation of
pipe walls, thereby delaying or possibly
preventing the onset of Microbiologically
Influenced wrrosion (MIC) when the
First Sprinklec System is first installed.
tqCO/Flow Contro/
Specifica
tion
s
NPS
Nominal I.U.
M.
WL (1120 Filled)
Pcs/
WUtift (21')
WUtift (24')
L'JtlLiff (25')
In; mm
In,-mm
!bs/Ft, Kg/m
Lbs/Ft; Kg/m
CiR
Lbs; Kg
Lbs; Kg
.Lbs,-Kg
1"
1.191
0.830
1.31
91
1,586
1.812
1,888
25
30.3
12
1.95
91
719
822
856
1Ya"
1.536
1.059
1.87
61
1,356
1,550
1,615
32
39.0
1.6
2.78
61
615
703
733
1'h"
1.728
1.667
2.71
61
2,135
2,440
2,542
40
43.9
2.5
4.03
61
968
1107
1153
2"
2203
2.104
379
37
1,634
1,868
1,946
50
56.0
3.1
5.64
37
741
847
883
2'/z°
2.703
2.564
5.10
30
1,675
1,846
1,923
65
68.7
3.8
7.59
30
733
837
872
3"
3.314
3.387
7.18
19
1,351
1,544
1,608
80
842
5.0
10.69
19
613
700
729
4"
4.310
4.473
10.86
19
1,784
2,039
2,124
90
109.5
6.7
16.16
19
809
925
963
Dyna-Flow/Super Flo pipe is manufac-
tured to meet ASTM A-795 Type E,
Grade A and is in compliance with
NFPA-13 and NFPA-14. All sizes of
Dyna Flow/Super Flo aze iTL Listed, FM
Approved and iJLC Listed.
@ FM 9
Listed Appraved Listed
Dyna-Flow/Super Flo is iJL/[TLC Listed
for use with roll grooved, plain-end
conplings, and welded joints for wet, dry,
preaction and deluge systems. It is FM
Approved for roll grooved, plain-end, and
welded joints for wet systems. Refer to
appropriate documentation for up-to-date
listing and approval information. Dyna-
Flow/Super Flo is now available "hot-
dip" galvanized and has been specifically
approved by FM for dry systems uses.
• Lightweight and easy to install,
resulting in more efficient use of your
freight and labor dollars.
• Provides stability needed to comply
with standard hanger spacing
(IS ft O.C.) per NFPA.
• Available in Standard lengths for your
convenience, or can be ordered in
custom lengths upon approval.
• Fast cutting and welding, as well as
easy roll grooving and end preparation.
• Available in Factory ro11 grooved form
for qnicker shop turnaround.
• Clean, durable mill coating provides
longer "shelf life" and acts as an
excellent primer for custom paint
applications.
l~/ aIl1e~ 11360 Norcotm Rd. HPhi ade ph a4 PA 19154 C ~
(800) 882- 543Tuse s coNOUir 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806
S2-3
December 17, 2001
Sprinkler 13 e
V'~ ~ ~ WEXTRA-LARGE NDARD RESPONSE
E, ORIFICE
IGHT AND PENDENT
SPRINKLERS
1. PRODUCT NAME
Viking Modei M Standard Response
Extra-Large Orifice Upright and Pen-
dent Sprinklers
• Sprinkler Base Part No.07961 (Sprin-
kler identification No. VK536t)
• Sprinkler Base Part No. 09679
(Sprinkler ldentification No. VK530t)
t Sprinkler i0entifcalion numbers providetl in
acmrtlance with the 1999 edition of Nf PA "13,
Section 3-2.2.
Z. MANUFACTURER
The Viking Corporation
210 N. Industrial Park Road
Hastings, Michigan 49058 U.S.A.
Telephone: (269) 945-9501
(877) 384-5464
Fax: (269) 945-9599
e-maiC techsvcs@vikingcorp.com
3. PRODUCT DESCRIPTION
Viking S[andard Response Extra- Large
Orifice Upright and Pendent Sprinklers
are (hermosensi[ive spray sprinklers
equipped witha rugged 5 mm glass bulb.
The extra-large orifice provides greater
fiows at lower pressures than standard
orifice or large orifice sprinkiers. This
fea[ure allows reduced pipe sizing for
hydraulically calculated sprinkler sys-
tems, which require high densities of
water. Viking Standard Response Ex-
tra-Large Ori(ice Sprinklers may elimi-
nate [he need for a fire pump or reduce
the size of the pump if it is required. On
existing systems, replacing large orifice
sprinklers with extra-large orifice sprin-
klers may provide the higher densities re-
quired to allow an increase in the hazard
classifica[ion of an occupancy.
Standard Response Ex(ra-Large Orifice
Sprinklers are available with Mishes and
temperature ratings to mee[ design re-
quirements. The special Teflo0 and Poly-
ester coa[ings can be used in decorative
appiications where colors are desired. In
addi[ion, these [wo finishes are corrosion
resistanl and provide pro[ec[ion against
many corrosive environments.
During (ire conditions, the heat-sensi-
tive liquid in the glass buib expands,
causing the bulb to shatter, releasing
the pip-cap and sealing spring assem-
bly. Water flowing through the sprinkler
orifice strikes the sprinkler de(lector,
forming a uniformspray pat[em to extin-
guish or control [he fire.
Viking Standard Response Glass-Bulb
Style Sprinklers may be ordered and/or
used as open sprinklers (glass bulb and
pip-cap assembly removed) on deluge
systems.
L,..
ry"1➢R~
~
~
a
Upright
pendent
4. TECHNICAL DATA
LISTINGS AND APPROVALS
Refer to the chart on page 13 f.
Glass-bulb fluid temperature rated to
-ss °F (-ss °c).
Rated 175 psi (1207 kPa) waterworking
pressure.
Factorytested hydrostatically to 500 psi
(3 448 kPa).
Thread Size: 3/4" NPT (20 mm E3SP)
Nominal K-Factor:112 U.S.tt (16,1 meU
ric, for use when pressure is mea-
sured in kPa)
TtNominal U.S. K-fac[or providetl in accordance
wilh Ihe 1999 ediiion of NFPA 13, Section 3-2.3.
Spring: U.S.A. Paten[ No. 4,167,974-
Buib: U.S.A. Pa[ent No. 4,796,710
Spacing and Minimum Operating
Pressure Requirements: Refer to
applicable NFPA Installation Stan-
dards for UL and C-UL Listing re-
quirements, and refer to FM Loss
Prevention Data Sheets for FM Ap-
proval requirements. .
SprinklerTemperaWie
NominalSprinklerTemperaWre
MaximumAmbient
Bulb
Classitica_lion
Ratiny_(Fusing Point
Ceiling Temperaturel
Color2
Ordinarv
135 °F (57 °C
700'F 38 °C
Oran e
Ordri
155 °F (68 °C) _
100 °F 38 °C
Red
Intennediate
175 °F 79 °C
150 °F 65 °C
Yellow
In[ermetliate
200 °F 93 °C
150 °F !65 °C)
Green
FIiQh
286 °F 141 'C
225 °F 107 °C
Blue
Sprinkler Finishes: Brass, Chrome-EnloyO (patents pending), White Polyester, NavaJo
White Polyester, Black Polyester, and Black TeOon"
Corrosion-Resistant Coatmgs3: White Polyester, Navajo White Polyester, Black Poly-
ester, and Black Teflon' in all temperature ratings and Wax-Coated Brass for sprinklers
with these temperature ratings:
135 °F (57 °C) Off-White Wax 200 °F (93 °C) Brown Wax
155 °F (68 °C) Light [3rown Wax 286 °F (141 °C) Dark Brown Wax
175 °F (79 °C) Brown Wax
Footnotes
I Based on NFPA-13. Other limits may appiy, depending on fire loading, sprinklerlocation,
and other requiremen[s of the Authority Having Jurisdiction. Refer to specific installation
standards.
Z Temperature rating is stamped on [he deflector.
3 The corrosion-resistant coatings have passed the standard corrosion tes[ required by the
listed approving agencies. These tests cannot and do not represent all possible corrosive
environmen[s.f~riortoins[alling,verifythroughtheend-userthatthecoatingsarecompati-
ble with or suitable for the proposed environment The coatings indicated are applied to
the exposed exterior sudaces only and, Iherefore, cannot be used as open sprinklers.
Note that the spring is exposed on the Teflon~ coated and Polyester coated sprmklers.
iable 7
UL LISTING: Viking Standard Response
Ex[ra-Large Orifice U~nght and Pen-
dgit{ Sprinklers are UL Lisled for,
NFPA 13 applications with a minimum
operatingpressureof7psi(46,3kPa).
The Viking Standard Response Ex-
tra-Large Orifice Uprjght Sprinkler is
UL Listed for use in High-Piled Storage
Occupancies as defined in NFPA 13
wilh a minimum operaling pressure of
7 psi (48,3 kPa).
FM APPROVAL: The Viking Standard Re-
sponse Exlra-Large Orifice Uori°ht
Sprinkler is FM Approved for use in
Ordinary and Extra-Hazard Occu-
pancies as well as High-Piled Storage
Occupancies. A minimum end-head
s[arting pressure of 10 psi (70 kPa) is
required. Refer to applicabie FM Loss
Prevention Dala Sheets (inciuding
8-9 for High-Piled Storege Occu-
pancies).
Also:
When acceptable [o the Authority Having Juris-
tliction, [he Viking Stantlard Response Ex.
[ra-large Orifice I I°~r'Pnht Sprinkler may be used
as a specifioapplication heaU with a density of
.6/2000 tt' for wet sys[ems or.6/2fi00 tt' for dry
systems ro protect singie-, double-, multiple-
row, antl portable rack storage ot Class I-IV,
Group A and e Plastics, carmned, expantled or
unexpanded, as well as exposed unexpanded
when the following conditions are meC
1. A maximum storage heigh[ of 20 R. (6,1 m).
2. A maximum ceiling height of 25 tt (7,6 m).
3. A 36-inch (914,4 mm) minimumtlearancefrom
the deflector to the rop of srorage.
Otherwise, tlesign to fie appropria[e density/
area requiremen[s.
Note: Units of ineasure in parentheses may be approximalions. Replaces page 13 e-(, dated November 2, 2001 (changed ELO
Form Na F_010692 wrenches).Referto data page SR1-2 forgeneral care, instal-
lation, and main[enance information.
Sprinkler 13 fDecember 17. 2001
~ STANDARD RESPONSE
EXTRA-LARGE ORIFICE
UPRIGHT AND PENDENT
SPRINKLERS
SPRINKLER MATERIALS
Frame: Brass Castings UNS-C84400
Deflector: Brass UNS-C26000 .
Bulb: Glass, nominal 5 mm diameter
Belleville Spring Sealing Assembly:
Nickel Alloy, coated on both sides
with TeflonO Tape
Screw: Brass UNS-C36000
Pip Cap and Insert Assembly: Copper
UNS-C11000 and Stainless Steel
UNS-S30400 .
Teflone Coated Sprinklers
Belleville Spring: Nickel Alloy, exposed
Screw: Brass UNS-C36000, Nickel plated
Pip Cap and Insert Assembly: Copper
UNS-C71000 and Stainless Steel
UNS-S30400, TeflonO Coated
Polyester Coated Sprinklers
Belleville Spring: Nickel Alloy, exposed
Screw: BrassUNS-C36000, Nickel pla[ed.
Pip Cap and Insert Assembly: Copper
UNS-C11000 and Stainless Steel
UNS-S30400 '
AVAILABLE FINISHES
Brass, Chrome-EnloyO, White Polyes-
[er, Navajo White Polyester, Black Poly-
ester, and BlackTeflonv, in all tempera-
ture ratings; Wax-Coated Brass for
sprinklers with [emperature ratings
through 286 °F (141 °C). .
ACCESSORIES
Sprinkler Wrenches:
A. Standard Wrench: Part No. 05118CW/B,
available since 1981.
B. Wrench for coated and recessed
sprinklers: Part No.11663WlB*`
"A V 2" ratchet is required (not available from
Viking).
Sprinkler Cabine[s:
A. Six-head capaci[y: Part No. 01724A,
available since 1971.
B. Twelve-head capaciry: Part No.
01725A, available since 1971.
1,314" 3/4" Ceiling Opening Size: 2-5116" (5II,7 mm) minimum, 2-112' (63,5 mm) maxi-
44,5 mm (Z )
NPT
2-5/16" :.i
:
.
,
.
1 -5/8" (58,7 mm) b1/8"
2(41,3 mm) ~ 1314" (28,6mm)
(58,7 mm) "I-3/4..
~ (44,5 mm) ~Ainimum (44,5 mm)
uni
~.~~4„ Maxim
~
3/4" 2 mm
(20 mm) NPT -
Standard Response S[andard Response S[andard Response ELO Pendent m Standard Response ELO Pendent
rinkler Installed with the Micromatic Sprinkler Ins[alled with a 1/8" (3,1
S
p
ELO Upright Sprinkler ELO Pendent Sprinkler
Model E-1 Recessed Escutcheon mm) Surface-Mounted Escutcheon
Figure 1
Approval Chart
Temperature KEY
~
S[andard Response Extre-Large Oritice
~ Finish
Upright and Pendent Sprinklers
A1X~- Escu[cheon (if applicable)
Thread Size
Sprinkler
Sprinkler
Sprinkler
Nominal
Overall Length
Listings and Approvals2
gase
Identification
K-Factor
Sty1e
~
9
3
^
°•5
6
6
7
NPT
BSP
Part No
U.S.
metric
Inches
mm
UL
C-
L
NYC
FM
314"
20 mm
Pendent
07961
S
112
16,1
&5/76
58J
AZ E'qBZY'
A2X, F32Y, E4X
A3X, B3Y. E4X
-
3/4"
20mm
U ri ht
09679
VK530
772
161
587
D2 E4 CS
D2 E4 CS
-
D"I
Approved Finishes
Approved Temperature Ra[ings
1- Brass and Chrome-ENgy 0
Approved Escutcheons
A-135°f(57°C),155°F(68°C),775°F(79°C),
°
°
°
2- Brass, Chrome-Enloy White Polyes
t0
10
X-Standardsurface-mountedescutch-
f
°
F
F (141
C)
200 °F (93
C), and 286
, Navojo White Polyester
Black
ter
eons or lhe Micro
ast
Model
-1 Ad-
B-"135 °F (57 °C), 155 °F (68 °C),'17SF (79 °C),
Polyester~ , and BlackTeflono10
justable Escutcheone
and 200 °F (93 °C)
3- Brass, Chrome-Enloyo, and BlackTeflono
Y -Standardsurface-moun[ed escutch-
C- 286 °F (141 °C)
4- Wax-Coaled Brass (corrosion resistant)
eons or Ihe Microfast° Model F-1 Ad-
D-'155 °F (68 °C), 175 °F (79 °C), 200°F (93 °C),
5- 6rass wi[h 200 °F (93 °C) Wax Coating
justable Escutcheone, or recessed
and 286 °F (141 °C)
(corrosion resistant); Maximum ambient
with the Microma[0 Model E-1 Re-
E - 155 °F (68 °C). 775 °F (79 °C), and 200 °F (93 °C)
ceiling temperature = 150 °F (65 °C).
cessed Escutcheon
I Base part number shown. For complete part number, refer to Viking's curren[ price schedute.
Z This table shows the listings and approvals available at the time of printing. Otherapprovals may be in process. Check wi[h lhe manufacturer
for any additional approvals.
3MeVicK-factorshownisforusewhenpressureismeasuredinkPa.WhenpressureismeasuredinBAR,multiplythemetricK-factorshownby 10.0.
^ For UL/GUL Listing requirements concerning E LO sprinkler spacing and minimum pressure requirements, refer to applicable NFPA Installa-
tion Standards.
5 Listed by Underwriters Laboratories Inc. for use in Canada.
6 Accepted for use, City of New York Departmen[ of Buildings, MEA 89-92-E, Vol. III.
I For FM Approval requirements conceming ELO sprinklerspacmg and minimum pressure requirements, refertoapplicable FM Loss Preven-
lion Data Sheets.
8 The Microfasto Model F-1 Adjustable Escutcheon is considered a surtace-mounted escutcheon because it does not allow the fusible element
of the sprinkler to be recessed behind the face of the wall or ceiling.
9S prinkler I.D. Nos. and nominal U.S. K-factors provided in accordance with the 1999 edition of NFPA 13, Section 3-22 and Section 3-2.3.
,0UL/GUL Listed as mrrosiorvresistant.
Replaces page 13 e-f, dated November 2. 2001 (changed ELO wrenches). Refer to Form No. F_010692
data page SR1-2 for general care, installation, and maintenance information.
. , ° November 21, 2003
bz~ -
'
Upright Penden[ Conventional
Sprinkler Temperature
Nominal Sprinkler Temperature
Max. Ambient
Bulb
Ciassification
Ratin Fusin Point
Ceilin 7emperature'
Color2
Ordiner
155 °F 68 °C
100 °F 38 °C
fted
Intermediate
175 °F 79 °C
750 °F 65 °C
Yellow
Intermediate
200 °F 93 °C
150 °F 65 °C
Green
Intermediate
212 °F 100 °C
150 °F 65 °C
Green
High _
286 °F 141 °C
225 °F 107 °C
Blue
6ctra Hi h
360 °F 7 82 °C
300 °F 749 °C
Meuve
Ultra High4
500 °F 260 °C
465 °F 240 °C
Black
Sprinkler Finishes: Brass, Chrome-EnloyO, White Polyester (White Poly tinish for Sprinkier
Base Part Nos.10138,10139, 70141, and 70220), Black Polyester (Bleck Polyfinish for Sprin-
kler Base Part Nos. 70138 and 10139), and Black TeTlon@
Corrosion-Resistant Coatings3: White Polyester (White Poly finish for Sprinkler Base Psrt
Nos. 10138, 10139, 10141, and 70220 only), BlackPolyester (Black Poly finish for Sprinkler
BasePert Nos.10138and10139),andBlackTeflon~ malRemperature ratmgs.Wax-Coated
Brassand Waxover Polyesterfinishsforsprinklerswith thefollowing temperature ratings:
155 °F (68 °C) Lt. Brown Wax 200 °F (93 °C) Brown Wax 286 °F (141 °C) Dk. Brown Wax
175 °F (79 °C) Brown Wau 272 °F (700 °C) Brown Wax
~ Besed on NFPA-13. Other limits may epply, depending on fire loeding, sprinkler location, and
other requirements of theAuthoriry Having Jurisdiction. Referta spxific insteliation standerds.
2 The temperafure rating is stamped on the deflector.
3The corrosion-resistant coatings have passed the standard corrosion test required by the ap-
proving flgencies indiceted on pages 11 b-d. These tests cennot and do not represent all
possible corrosive environments. Prior to installation, verify through the end-user that the
coatings are compatible with or suitable for the proposed environment. The coatings indi-
cated are applied to the exposed exterior surfaces only and, therefore, the sprinklers can-
not be used as ogen sprinklers. Note that the spring is exposed on sprinklers with Poly fin-
ishes and Teflon coatings.
4 Sprinklers of Ultra-High tempereture rating ere intended for use inside ovens, dryers, or sim-
ilar enclosureswith normal operatingtemperaturesebove300°F(149°C). Where theambi-
entiemperature eround the Uitre-High temperature rated sprinkler is significantly reduced
below 300 °F (749 °C), response time may be severely reterded.
5 Wax Over Polyesier unaveileble for Sprinkler Base P/Ns 09992, 09993, 09994, and 09995.
N' KJF 6 MICROMATIC° AND
Wt ~ MicromaticHP° STANDARD
RESPONSE SPRINKLERS
7. PRODUCT NAME
Viking Micromatic" Model M and Micro-
maticHR"' Model M Standard Response
Sprinkiers
•Available Styles: Upright, Pendent, and
Conventional
2.MANUFACTURER
The Viking Corporation
21 0 N. industrial Park Road
Hastings, Michigan 49058, U.S.A.
Telephone: (269) 945-9501
(877) 384-5464
Fax: (269) 945-9599
e-mail: techsvcs@vikingcorp.com
3. PRODUCT DESCRIPTION
Viking Micromatic`" and MicromaticHP"
Standard Response Sprinklers are small
thermosensitive spray sprinklers available
in several finishes, temperature ratings,
and orifice sizes to meet design require-
ments. The small irame and 5 mm giass
bulb provide a pleasing appearance.
Used in conjunction with one of the vari-
ous corrosion-resistant coatings, the units
provide protection against many corrosive
environments. In addition, the Polyester
finishes and Teflonn coating can also be
used in decorative applications where col-
ors are desired.
During fire conditions, the heat-sensitive
liquid in the glass bulb expands, causing
the bulb to shatter, releasing the pip cap
and sealing spring assembly. Waterflow-
ing through the sprinkler orifice strikes the
sprinkler deflector, forming a uniform spray
pattern to extinguish or control the fire.
V king Standard Response Glass-Bulb Style
Sprinklers may be ordered and/or used as
open sprinklers (glass bulb and pip cap as-
sembly removed) on deluge systems.
4. TECHNICAL DATA
LISTINGS AND APPROVALS
Refer to the charts on pages 11 b-d.
Spacing Requirements: Max. spacing 15
ft. (4,6 m), min. spacing 6 ft. (1,8 m).
Giass bulb fluid temperature rated to -65 °F
(-55 °C).
Spring: U.S.A. Patent No. 4,167,974
Min. Operating Pressure: 7 psi (48,3 kPa).
RATED WATER WORKING PRESSURE
Sprinklers 09992, 09993, 09994, and
09995 are ra[ed for use with water
working pressures ranging from the
minimum 7 psi (48,3 kPa) up to 250
psi (1724 kPa) for high-pressure sys
tems. High-pressure (HP) sprinklers
can be identified by locating "250"
stamped on the deflector.
All other Part Nos. not mentioned above
are ratedto a maximum 775 psi (1207
kPa) wwp.
Factorytested hydrostatically to 500 psi (3
448 kPa).
SPRINKLER MATERIALS
Frame: Brass Castings UNS-C84400
Deflector: Brass UNS-051000, Brass
UNS-C26000, or Copper UNS-C19500
Note: Units of ineasure in parentheses may be approximations.
Form No.F_100397
UNS-C31400 or UNS-C31600 Sprinkler 11 a
for Sprinkler Base Part No. 09992.
Brass UNS-C51000 or Copper
UNS-C19500 for Sprinklers 10139,
10142,10170,10173,and 10223.Cop-
per UNS-C19500 for Sprinkler Base
Part Nos. 10138, 10747, 70169, 70174,
10187, 10190, 10193, 10220, 10233,
12105, and 12106. Brass UNS-C26000
for all other Part Nos.
Bushing (tor Sprinkler Base Part Nos.
09994, 09995, 70188, 10189. 10191,
10192, 10278, 10219, 10221, and
70222): Brass UNS-C36000
Bulb: Glass, nominal 5 mm diameter
Belleville Spring Sealing Assembly: Nickel
Alloy, coated on both sides with Teflon
Tape
Screw: Brass UNS-C36000
Pip Cap tor Sprinklers 09992, 09993,
09994, 09995, and 10227: Bronze
Pip Cap and Insert Assembly for all other
Sprinkler Part Nos: Copper UNS-Cl 1000
and Stainless Steel UNS-S30400
Pip Cap Attachment: Brass UNS-C36000
Ejector Spring (Part Nos. 12105 and
12706): Stainiess Steel
Sprinklers with Tefiono Coating
Belleville Spring Sealing Assembly: Ex-
posed
Screw: Nickel plated
Pip Cap: Teflon° Coated
Sprinklers with Poly Finishes
Belleville Spring Sealing Assembly: Ex-
posed
AVAILABLE FINISHES
Brass, Chrome-Enloy° (patents pending),
White Polyester (White Poly finish for
Sprinkler Base Part Nos. 10738, 10139,
10741, and 10220), Black Polyester (Black
Poly finish for Sprinkler Base Part Nos.
10138 and 10139), and Black Teflon° in all
temperature ratings; Wax-Coated Brass
or Wax over Polyester* for sprinklers
ftepiaces page 11 a-d, dated May 2, 2003 (new SIN for Sprinkier 10233).
Refer to technicaf da[a page SRi-2 for general care, installation, and
maintenance information.
Sprinkler 71 b
, .
November 21, 2003
MICROMATIC° AND
~ • ~ ~ MicromaticW STANDARD
RESPONSE SPRWKLERS
Approval Chart
--Tempereture KEY
.
~ Finish
MicromaticO Standard Response Pendent Sprinklers
A~
MaXimum 175 PSI WWP
Standard Orifice
Thread
Max.
Sprinkler Descriptian
Nominal
Overall
Listings and Approvais2
Size
Pressure
K-Factor
Len th
NPT BSP
PSIG
ryle
Base
rt
SIN
U.S.
metricfi
Inch
mm
cULus4
FM
NYC3 .
VdS
LPCB
Number
'z" 15 m
75
t
]Pende
10139
V 702
2-316
56
BS
B7 D4
12
2-all
LC10
.
-
.
Lar e Orifice
1/V
75mm
175
Pendent
10223
V 02
8.0
175
2-38
60
B1 D8 E71 F7
B7 070 F7
B1 D8 E17
-
-
3 °
e
o
-~vs
i_
7
~
-
-
15 mm
175
Pendent
10187
VK202
8.0
11 5
23 8
60
B1 D8 E71 F7
C10
-
-
-
-
20 mm
175
Pendent
10170
VK202
8.0
11 5
2-318
60
81 De E71
C10 A7
-
-
B7 D3
p~
5
VK202
-
-
-
2
-
Small
Orifices
'z"
15mm
175
Pendent
1022110
VKO03
.8
4O
23176
56
B D8 E11
B 7 D10
5 mm
o.
10
-
-
70mm
1 5
Pendent
10175
*
.2
r
&
58
-
812
87 D3
-
15 m
175
Pendent
10 8810•1
2
$7 4
58
B1 D8 E11
-
15 mm
175
1
Penden
1 7a18910•1
.8
2-3 76
56
B1 D8 E
7 D10
8
-
-
-
-
Inst
a led with the Vikin Micro
atic~ M
odel E-1 or E-2 Recessed Escu[chean~~
Yz"
75mm
775
Pendent
10139
VK102
5.6
87
2316
56
D2
C58
D2
DS
D2
75mm
175
Pedent
10223
VK202
8.0
775
2-38
60
D1
D78
Dt
-
-
75mm
175
Pendent
702219•10
VK003
2.8
40
2-316
56
D1
C7
Di
-
D7
Yz'
75mm
175
Pendent
102228-10
VK004
42
60
2-1'4
58
D1
-
Dt
-
Di
34"
20 m
175
Pendent
10 42
VK20
6.0
11,5
2-516
59
D1
D78
D1
-
D72
-
15 mm
175
Pendent
7017312
VK702
5.6
81
2316
56
_ D7
C78
-
-
D7
-
20mm
175
Pendent
10170
VK202
8.0
115
238
60
D7
D7B
-
-
01
34"
20mm
175
Pendent
12105
VK202
8.0
115
2-316
56
-
-
-
~~2
-
I
nstalled wi
th the Vi
kin M
icrofast~ Model F4 Adjustable Escut
cheonil
'/z"
15 mm
175
Pendent
10139
VK702
5.6
81
216
56
D2
-
D2
ES
D2
1/2 "
75mm
175
Pendent
10223
VK202
8.0
115
2-38
60
Di
-
D7
-
-
1/2"
75 mm
175
Pendent
102211
VK003
2.8
4.0
2-3 76
56
D7
-
Di
-
Di
'/z"
75mm
175
Pendent
102229•10
VK004
42
60
2-14
58
07
-
Di
-
D7
34"
20mm
175
Pendent
10142
VK202
8.0
115
2-516
59
D1
-
Di
-
D72
-
15 mm
175
Pendent
1017312
VK102
5.6
8 7
2-3 16
56
-
-
-
-
D7
-
20 mm
175
Pendent
70170
VK202
8.0
11 5
2-3 8
60
-
-
-
-
D7
34"
20mm
175
Pendent
12105
VK202
8.0
11 5
2-316
56
-
-
-
E12
-
Approved Finishes
Approved Tempera[ure Ratings
1- Brass, Chrome-Enloi White Polyesters, Black Polyesters, and Black Teflon@s
"s
s
s
, and Black Teflon
, Black Poly Pinish
2- Bress, Chrome-Enloi White Poly Finish
A- 755 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C),
3- Whde Polyester, Bleck Polyester, BlackTeflon°, Wax-Coated Brass, and Wacover Polyester
272 °F (100 °C), 286 °F (141 °C), end 360 °F
4- White Paly Finish, Bleck Poly Finish, Bleck TeilonO, Wax-Coeted Bress, end Wex over Poly
(182 °C)
Pinish
B- 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C),
5- Brass, Chroni White Poly Finish, and Black Poly Fnish
286 °F (141 °C), and 360 °F (782 °C)
6- White Poly Finish, Black Poly Finish, and Wax-Coated Brass (corrosion resistent)
C - 755 °F (68 °C), 775 °f (79 °C), 200 °F (93 °C),
7 - Brass end Chrome-Enloye
and 212 °F (100 °C) -
8- Wax-Coated Brass and Wax Over Polyesters
D- 155 °F (68 °C), 175 °F (79 °C), and 200 °F
9- Wax-Coated Brass and Wax Over Poly Finishs .
(93 °C)
10 - Wau-Coated Brass (mrrosion resistant)
E- 286 °F (141 °C~
11 - High Temperature 200 °F (93 °C) Wax Coating (wrrosion resistent); maximum ambient
°
°
F - 500 °F (260 °C)
1
C)
F (65
temperature ellowed at ceiling =.150
12 - Brass C o e-Enl White PoNester and Black Polyester
1 Bese part number shown. For complete part number, refer to Viking's current price schedule.
2 This teble shows the listings and epprovals availeble at ihe time of printing. Other approvals mey be in process.
3 Accepted for use, City of New York Department of Buildings, MEA Number 81 Vol. XII.
° Listed by Underwriters Leboratories-Inc. for use in the U.S. and Caneda.
5 cULus Listed as corrosion-resistent.
e Metric K-factor shown isfor use when pressure is measured in kPa. W hen pressure is measured in BAR, multiplythe metric K-tactor shown by 10.0.
7 Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with narmel opereting tempera-
tures ebove 300 °F (149 °C). W here the ambienttemperature around the Ultra-High temperature reted sprinkler is signifcently reduced 6elow
300 °F (149 °q, the response time ot the Ulira-High temperature rated sprinkler mey be severely refarded.
a FM Approvel of Vking MicromaticO Standard Response Recessed Pendent Sprinklers installed with the Viking Micromaticg Model E-1 or E-2
Recessed Escutcheon is lim ited to wet systems and preaction systems qualifying as wet systems, for hazard occupancies up to and including
Ordinary Hezflrd, Group IL
e Listings end Approvals limited to Light-Hazard Occupancies with hydreulicelly celculeted wet systems only.
1OThe sprinkler orifice is bushed.
~lRefer to the "Sprinkler Accessories" section for technical data on approved escutcheons and other accessories. Escutcheons must be or-
dered seperately from sprinklers. Refer to V king's current price schedule.
"Sprinklers 70173, 10189, and 10188 ere availeble on speciei order.
Spacing Requirements: Maximum specing 15 ft. (4,6 m), minimum spacing 6 ft. (7,8 m).
. November27,2003
Sprinkier11 c
MICROMATICO AND
A DA ~ MicromaticHP~ STANDARD
NIKJWA
J
RESPONSE SPRINKLERS
Approval Chart
Temperature KEY
~ Finish
MicromaticHPO Standard Response Pendent Sprinklers
Maximum 250 PSI WWP
,qT
Standard Oritice
Thread Size
Max. pressure
Sprinkler Description
Nominal K-Factor
Overall Length
~
Listings and Approvals2
NPT
BSP
PSIG
S[yle
Base Part N
umber~
SIN
U.S.
metric5
Inch
mm
cULus3
FM
NYC
VdS LPCB
Y."
75 mm
250
Pendent
09992
VK122
5.6
8.1
2-1/4
58
Ai
-
-
- -
Small Orifice6
Yz" 75 mm 250 Pendent 099947 VK023 2.8 4,0 2-1/4 58 A1 - - - -
Installed wi[h Ihe Viking MicromaticO Madel E-1 or E-2 Recessed Escutcheon9
Yz"
15 mm. 250
Pendent 09992
VK122
5.6 8,1 2-1/4 58 1 Bt -
-
- -
%z"
15 mm 250
Pendent 099946.7
VK023
2.8 4,0 2d/4 58 Bt -
-
- -
Installed with the Viking Miaofas[O Model F4 Adjustable Escutcheone,9
'/z'
15 mm 250
Pendent
09992
VK722
5.6
8,1 2-7/4
58
At
-
-
- -
%z"
15 mm 250
Pendent
099946.7
VK023
2.8
4,0 2-1/4
58
A1
-
-
- I -
Approved Temperature Ratings
- Approved Finishes
A - 755 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141 °C)
B - 155 °F (68 °C), 175 °F (79 °C), end 200 °F (93 °C)
1 - Brass, Chrome-Enloy°, WFite Polyester^, 81ack Polyester°.
end Black Teflon@4
Foo[no[es
1 Base part number shown. For complete pert number, refer to Viking's current price schedule.
2 This table shows the listings ¢nd epprovals aveilable at the time of priniing. Other approvals may be in process.
3 Listed by Underwriters Loboratories Inc. for use in the U.S. and Cenada.
^ cULus Listed as corrosion-resistant.
s Metric K-tactor shown isfor use when pressure is measured in kPa. When pressure is measured in BAR, multiplythe metric K-fector shown by 10.0.
° Listings and Approvals limifed to Light-Hazard Occupencies with hydreulically celculated wet systems only.
7 The sprinkler orifice is bushed.
8 The Microfast~ Model F-1 Adjusteble Escutcheon is considered a surface-mounted escutcheon beceuse it dces not allow the tusible element
of ihe sprinkler to be recessed behind the face of the well or ceiling.
9 Refer to the "Sprinkler Accessories" section for technicel data on epproved escutcheons and other accessories. Escutcheons must be or-
dered sepflretely from sprinklers. Refer to Viking's current price schedule.
Spacing Requiremen[s: Meximum specing 75 ft. (4,6 m), minimum specing 6 ft. (1,8 m).
Sprinkler Base Part No. 10139 Ceiling Opening Size:2-5/16" (59 mm) Minimum,
wrth a standerd 178" (3,1 mm) 2-1/8"
surface-mounted escutcheon. Z_~~8~ 2-i/2" (64 mm) Mauimum.
(S4 mm) (54 mm)
ft
~
`
_ 7Bff,
tlBRB ~
. 58 mm ("5 mm) 2 I-1/2 (38 mm) 1_3~4• 1-i/9 (28,6 mm)
~(51 mm) Minfmum (,(,4~5 mm) MITI+ um
Maximum* ~ Maxium
m
Sprinkler Base Pert No. 10139 Sprinkler Base Part No. 70739
Sprinkler Bese installed with a Microfast~
Part No. 70139 installed with e Micmmatico
Model F-1 Adjustable Escutcheon. Model E-t Recessed Escutcheon.
Figure 1
with temperature ratings through 286
°F (141 °C).
* Wac Over Poiyester unavailable fir Sprinkler
8ase Part Nos. 09992,09993,09994, and 09995.
ACCESSORIES
Sprinkler Wrenches:
A. Standard wrench: Part No. 10896W/B
(availabie since 2000) or 05000CW/B
(no longer available).
B. Wrench for coated and recessed
Micromatic° and MicromaticHP~ Stan-
dard ftesponse Sprinklers: Part
No. 07398W" (available since 1990),
or Part No. 12144W/B**, available
since 2003. NOTE: Recessed pendent
sprinklers with pro[ective caps mus[
use wrench 12144W/B.
*`A Yx" mtchet is reqvired (not available tmm Vi-
king).
Refer to the "Sprinkler Accessories" sec-
tion of the data book.
Sprinkler 11 d
November 21, 2003-
MICROMATIC° AND
V
MicromaticHP8STANDARD
RESPONSE SPRINKLERS
Approval Chart ~Temperature KEy
Fnish
Micromatic~ and MicromaticHP~ S[andard Response Ay
Upriqht and ConVentional Sprinklers '
Maximum 775 PSI WWP .
Standard Orifice
Thread Size
M"'
Pressure
Sprinkler Description
Nominal
K-Factor
Ovarall
Len th
Listings and Approvals2
NPT
BSP
PSIG
Style
Base Part
SIN
U.S.
metrics
Inch
mm
cULus4
FM I
NYC
VtlS
LPCB
Number
'/z"
75 mm
175
U ri ht
10738
VK100
5.6
8,1
2-3/16
56
B14 E11 F73 G9
A76 D75 G16
B74 E11, F733
-
-
'/z"
75 mm
175
U ri ht
10233
VK145
5.6
8 7
23/16
56
-
A8, D7 G8
-
B6
B9, E3
15 mm
775
U ri ht
70174
VK700
5.6
81
2-3716
56
A8, D7 G8
-
-
B9, E3
-
15 mm
175
U ri ht
10193
VK100
5.6
81
2-3 i6
56
B1 E10 f73 G9
A8 D7 G8
B7 E70 17133
-
-
ar e O
L
rifice
Yz"
75mm1 175
Upriqht
10220
UK200
8.0
715
11
238
60
82 Eit F13 G9
B8 E72 GS
B2 E113
-
-
3 4"
20 mm 175
U ri ht
10747
VK200
8.0
ll 5
2-5 i6
59
62 E11 F73 G9
88 E72 GS
82 Et1 F133
B6
BS E71
-
15 mm 175
U ri ht
10190
VK200
8.0
11,5
2-3/8
60
Bi E10 F73 G9
BB E72 G8
-
-
-
-
20mm 775
U ri ht
70169
VK200
8.0
115
2-516
59
B7 E70 P13 _
B8 E12 G8
-
-
B9 E3
S
mall O
rifice
e
15 mm
775
U ri ht
702189
VK007
2.8
40
23 76
56
B7 E10 F13
E9 E72
-
-
-
Yz"
15mm
775
U ri ht
702198
VK002
42
60
2376
56
31 E70 F13
-
-
-
-
-
tSmm
775
U ri ht
707979
VK002
42
60
2316
56
61 E10 F73
-
-
-
-
-
15mm
775
U ri ht
101929
VK007
2.8
40
2-316
56
B1 E70 F73
E9 E72
-
-
6
-
-
10mm
775
U ri ht
10176
VK007
42
60
2-316
56
-
-
-
17
69 E3
Conven
tiona
l
'/z"
15 mm
175
Conv.
70227
VK178
5.6
81
23 76
56
B7 E70 F73
-
B7 E1o F73"
B17
BS E10
34"
20mm
175
Conv.
10228
VK120
8_0
115
2-516
59
Bt E10 F73
-
81 E70 F73~
BS E70
-
75mm
175
Conv.
1017210
VK718
5.6
67
2316
56
B1 Ho F73
-
-
-
BS E1o
-
20mm
775
Conv.
1016810
VK720
8.0
11.5
2-516
59
B7 E10 F73
-
-
-
85 E70
34"
20mm
175
Canv.
12106
VK720
6.0
11.5
2-516
59
-
-
-
B77
-
Maximum 250 PSI WWP
Standard Orifice
Yz" 75 mm 250 U ri ht 09993 VK724 5.6 81 2-1 4 58 C1 - - - -
SmallOrificee
Yz" 15 mm 25o U ri ht 09995a
VK021 2.8 4.0 2-1 4 58 C7 - - - -
Approved Finishes
I - Brass, Chrome-Enloy~, White Polyesters, Black Polyesters, and Black Teflon0~
Approved Tempera[ure Ratings
.
5
2- Brass, Chrome-Enloy White Poly Finish Black Polyesfer , and Black Teflan
°
°
°
°
°
Wax-Coated Brass, and Wax over Polyester
3- White Polyester, Bleck Polyester, Bleck Teflon
F (79
C), 200
F
F (68
C), 175
A- 155
°
°
°
°
4-WhitePalyFinish,BiackPolyester,BlackTeflon°,Wax-CoatedBrass,andWexoverPolyester
F(700
C),286
F(141
C),
(93°C),212
°
°
5- Brass, Chrome-Enloy~ White Polyester, and Bleck Polyester
F (182
C)
360
and
°
°
°
Chrome-Enloy6 White Poly Finish, and Black Palyester
6- Brass
F (79
C), 200
F
B- 755 °F (68 °C), 175
°
°
,
7 _ yyhite Poly Finish and Wax-Coated Brass (wrwsion resistent)
F
(93 °C), 28s °F (147
C), and 360
8_ gress, Chrome-Enloy° and White Poly Finish
°
°
°
°
9" Brass and Chrome-Enloy°
C), 175
F (79
C), 200
F
C- 155 (68
°
°
5
10- Wflx-Coeted Bress and Wex over Polyester
(93 °C), and 286
F (747
C)
°
°
5
71 - Wax-Coated Brass and Wax over Poly Finish
C), 200
F
D- 155 °F (68 °C), 175 °F (79
°
°
°
72' Wax-Coated Brass (cormsion resisteni)
C), and 212
F (700
C)
(93
°
13-200°F(93°C)High-Tempereture Wex Coating(corrosianresistent);maximumambienttem-
E-155°F(68°C),175°F(79°C),and200
F
perature allowed at ceiling = 150 °F (65 °C~
~
°
14-Brass, Chrome-Enloyv, White Poly Finish Black Poly Finishs and BlackTeflongs
C) .
(147
F-286 F
500 °F (260 °C)7
G
ck Poly Finish, and Wax-Coated Brass (corrosion resistant)
15 - White Poly Finish, Ble
-
~
16 - Brass, Chrome-Enloy , White Poly Finish, and Black Poly Finish
O
White Pol ester.and Black PolVester
77 - Brass Chrome-Enlo
Footnotes
~ Base part number shown. For complete pert number, refer to Viking's current price schedule.
2 This tflble shows the listings and approvals availeble flt the time of printing. Other approvels mey be in process.
3 Accepted for use, City of New York Department of Buildings. MEA Number 89-92-E, Vol. XII.
^ Listed by Underwriters Leboratories Inc. for use in the U.S. and Cenede.
s cULus Listed as corrosion-resistent.
8 Metric K-fector shown is for usewhen pressure is measured in kPa. When pressure is meesured in BAR, multiply the metnc K-factor shown by 10.0.
7 Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar endosures with normal operating tempera-
tures ebove 300 °F (149 °C). W here the ambient temperature eround the Ukra-High temperature rated sprinkler is significantly reduced below
300 °F (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded.
B Listings and Approvais limited to LighUHezerd Occupancies with hydraulically calculated wet systems only.
" The sprinkler orifce is bushed.
10Sprinklers-10168 and10172 are available on special order.
~'Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. Iil.
Spacing Requirements: Mauimum spacing 75 ft. (4,6 m), minimum spacing 6 ft. (1,8 m).
Replacespagel7a-d,datedMay2,2003(newSlNforSprinkler10233).Refertotechni- FormNo.F 100397
cal da[a page SR7-2 for general care, installation, and main[enance information. -
October 'I, 2000
Sprinkler 14 e
MICROMATIC0 AND
MicromaticHPo STANDARD
RESPONSE HORIZONTAL
SIDEWALL SPRINKLERS
1. PRODUCT NAME
Viking Micromatic`s Model M/M-5 and
MicromaticHP,~ Model M Standard Re
sponse Horizon[al Sidewall Glass-Bulb
Style Sprinklers
2. MANUFACTURER
The Vilcing Corporation
210 N. Indus[rial Park Road
Hastings, Michigan 49058 U.S.A.
Telephone: (269) 945-9501
(877) 3845464
Fax: (269) 945-9599
e-maiL techsvcsOvikingcorp.com
3. PRODUCT DESCRIPTION
Viking Micromatice and MicromaticHPO
Standard Response Horizontal Side-
wall (HSW) Sprinklers are small
[hermosensitive glass-bulb sryle spray
sprinklers available with finishes and
[empera[ure ralings to mee[ design re-
quirements. Used in conjunction with
one of the various corrosion-resistant
coatings, the units provide protection
against many corrosive environmen[s.
In addi[ion, the speciai Polyester or Tef-
lono coatings can be used in decora[ive
applications.
During fire conditions, the heat-sensi-
tive liquid in the 5 mm glass bulb ex-
pands, causing the bulb [o shatter, re-
leasing the pip-cap and sealing spring
assembly. Water flowing through the
sprinkler ori(ice sVikes the sprinkler de-
flector, forming a uni(orm spray pattem
to extinguish or control the fire.
Viking S[andard Response Glass-Bulb
Sryle Sprinklers may be ordered and/or
used as open sprinklers (glass bulb and
pip-cap assembly removed) on deluge
sysiems.
4. TECHNICAL DATA
LISTINGS AND APPROVALS
Refer to the approval chart on page
14 f.
Glass-bulb fiuid temperature ra[ed [o
-65° F (-55° C).
Rated Water Working Pressure:
Sprinkler Base Part Nos. 09849
and 09997 are rated for use with
water working pressures ranging
from the minimum 7 psi (45,3
kPa) up to 250 psi (11724 kPa) for
high•pressure systems. High-
pressure (HP) sprinkler can be-
identified by locating the number
"250" on the deflec[or.
All Other Part Nos: Maximum 175
psi (1 207 kPa) wwp.
Factory [es[ed hydrostatically to 500 psi
(3 448 kPa).
Minimum opera[ing pressure: 7 psi
(48,3 kPa)
Spring: U.S.A. Patent No. 4,167,974 No[e: Units of ineasure in parentheses
may be approximations.
Form No.F_123096
:
.
Bulb: U.S.A. Paten[ No. 4,796,710
SPRINKLER MATERIALS
Frame: Brass Cas[ings UNS-CII4400
DeFlector. for Sprinkler Base Part No.
09997: Brass UNS-C26000. For all
other Par[ Nos.: Copper
UNS-C19500.
Bushing (for High-Pressure Sprinklers):
Brass UNS-C36000
Bulb: Giass, nominal 5 mm diameter
Seal: TeflonO Tape
Spring: Nickel Alloy
Screw: Brass UNS-C36000
Pip Cap: Copper UNS-C31600 for Sprin-
kler Base Part No.10224. For ail other
Part Nos.: Copper UNS-C11000 and
Stainiess S[eei UNS-S30400.
Polyester Coated Sprinklers
Spring: Nickel Alloy, exposed
Screw: Brass UNS-C36000 Nickel plated.
Pip Cap: for Part Number 10224: Cop-.
per UNS-C31600. For all others:
Copper UNS-C11000and Stainless
S[eel UNS-530400.
TeflonO Coated Sprinklers
Spring: Nickei Alloy, exposed
Screw: Brass UNS-C36000
Nickel plated.
Pip Cap (Teflo0 coated): For Part
Number 10224: Copper UNS-
C31600. For all olher Part Num-
bers: Copper UNS-C11000 and
Stainless S[eel UNS-S30400.
AVAILABLE FINISHES -
Brass, Brigh[ Brass, Chrome-Enloy~,
Whi[e Polyester, Navajo Whi[e Polyes-
ter, Black Polyester, and Biack TeflonO
in all [emperatute ratings; Wax-Coated
Brass or Wax Over Polyes[er for sprin-
klers with temperature ratings through
286 °F (141 °C).
ACCESSORIES
Sprinkler Cabinets:
A. Six-head capacity: Part No.01724A
B. Twelve-head capaciry: Part No.
01725A
Available since 1971.
Sprinkler Wrenches:
A. S[andard Wrench: Part No. 10896013
(avaiiable since 2000) or Par[ No.
OSOOOCW/B (no longer available).
B. Wrench for coated and recessed
sprinklers: Part No. 07398W*
Available since 1990.
' A 1/2" ratche[ is requiretl (not available trom
Viking).
Refer to the "Sprinkler Accessories" sec-
[ion of the Viking Engineering and Design
Data book.
S
kl
i
Nominal
Ceilin Tem erature a[ 5 rinkler
pr
n
er
S
kl
r
i
TemperaWre
~
di
ti
Cl
pr
n
e
Temp. Raling
Max. Ambien[
'
Max. Recommended
Z
Buib Color3
ca
on
ass
(Fusinc Point)
TemP. Allowed
Ambient TemP.
Ordinary
I
135 °F (57 °C)
115 °F (46 °C)
100 °F (38 °C)
Oran e
Ordina
155 °F (68 °C)
735 °F (57 °C)
100 °F (38 °C)
Red
Intermediate
175 °F (79 °C)
755 °F (68 °C)
150 °F (65 °C)
Yellow
Intermediate
200 °F (93 °C)
180 °F (82 °C
150 °F 65 °C)
Green
Hiqh
286 °F (141 °C)
266'P (130 °C)
225 °P (107 °C)
Blue
Ex[ra Hi h
360 °F 782 °C
340 °F (171 'C
300 °F 149 °C)
Mauve
Sprinkier finishes: Brass, Bright Brass. Chrome-EnioyO (patents pending), White Polyes-
ter. Navajo White Polyester, Black Polyes[er, and Black Teflone
Corrosion-Resistant Coalings^: White Polyester, Navajo White Polyes[er. Black Polyes-
ter, and Black TefioO in all tempera[ure ratings. Wax-Coated Brass and Wax over Poly-
ester for sprinklers with the following temperature ratings:
135 °F (57 °C) Of(-White VVax 200 °F (93 °C) Brown Wax
155 °F (68 °C) Light Brown Wax 286 °F (141 °C) Dark Brown Wax
175 °F (79 °C) Brown Wax
Footnotes
I Based on National Fire Prevention and Control Administration Contract No. 7-34860.
Z Based on NFPA-13. Other limits may apply depending on fire loading, sprinWer locafion, and
other requirements of the Authonry Having Junsdictlon. Referto specif c installation standards.
3 The temperaWre rating is stamped on the deflector.
4 The corrosion-resistant coatings have passed the standard corrosion test required by the
approving agencies indicated in the Approval Chart on page ta L These tests cannoi and
do not represent all possible corrosive environments. Prior to instaliation, verify through
the end-user lhat the coatings are compatible wi[h or suitable for the proposed environ-
menL The coatings indicated a re applied to the exposed exterior surtaces only and, ihere-
fore, cannot be used as open sprinklers. Note that the spring is exposed on sprinklers wiih
Teflon,V or Polyester coating.
Table 1
New forma[ replaces page 14 a-d, dated Oc[ober 14, 1999, page 14 e-g, dated June
4, 1999, and page 31 a-d, clated May 27,1999. Refer to technical data page SR1-2
for general care, installation, and maintenance informa[ion.
Sprinkler 14 f Oc[ober l, 2000'
MICROMATICO AND
~ MicromaticHP3 STANDARD
RESPONSE HORIZONTAL
NIM NG
SIDEWALL SPRINKLERS
. . Ap rovalChart
~
~Temperature KEY
-
~
and MicromalicHPO
Micromatic
finish
~
Slandard Response HSW Sprinklers
QIXf-- Escutcheon (if applicable)
Maximum 775 psi wwp
Standard Ori(ice
Thread
Max.
g
Sprinkler
Base
Sprinkler
Nominal
Overall
z
Listings and Approvals
_
1CL
i
I.D. No tz
iz
t i 6
.1
s
s
ii
a
C.
VK104
A"IX, A"IZ, 64X,
61Y
B1Z
AlX
A1X. A1Z, 64X,
A2X
A2X
63X
'15 mm
175
"10171
VK104
-
7,9
22
53
B1Y, 64Y, 642,
.
,
,
B4X, B4Z, 64Y
B9Y, 64Y. 64Z,
C6X
,
B3X
,
,
65X
7
-
PCg
V2"
15 mm
175
09849
VK116
5.6
7,9
2.5
64
_
_
_
ILQ[if
L
B
10 mm F 175 09126 - 5,8 24
61,9
-
. . Maximum 250 psi wwp
nd2fd_Q[ .I4 Stal [O tIL.lO_305_R7 ~@eln~
"I/2" 15 mm 250 09849
VK116 5.6 7,9 2.5
64
al ' s p m In 152 mp7 Relow Cei
10
DlW
Approved Temperature
ppproved Escutcheons
Ratings
qpprovedFinishes
While Polyester'
Na-
Chrome-Enloy°
ht Brass
1- Brass
Bn
V-Instailedwithstandardsurface-mountedes-
~
A- ~35 °F (57 °C), ~55 °F (68
,
,
,
,
g
vajo White Polyesters, Black Polyesters, and Black Teflona5
cutcheons or the Viking Micromatic
E
"
°C),175 °F (79 °C), 200 °F
(93 °C), 286 °F (141°C)
O
2- Brass, Bright Brass, and Chrome-Enloy
I Recessed
scutcheon.
Model E-
W- Installed with standard surface-mounted
and 360 °F (182 °C)
3- Wax-Coa[ed Brass (corrosion resistant)
I escutcheons or the xlikin9 Micro(asto
155 °F
B - 135 °F (57 °C)
4-Wax-CoatedBrassandWaxOverPolyester(corrosionresistant)
Model F-1 Adjustable Escutcheone.
,
(68 °C), 175 °f (79 °C),
5- White Polyester, Navajo White Polyester, and Black Polyester
°
°
x - Installedwithstandardsurtace-mountedes-
and 2 00 °F (93 °C)
C)WaxCoa[ing(mrrosionresistanq;maximum
6-200
F(93
°
°
cutcheons only.
C- 286 °F (741 °C)
F (65
C)
ambient temperature at ceiling = 1~50
White PolyesteN
a-
ht Brass
Chrome-Enloy
Bri
grass
7
Y- Recessed wdh theViking Micromatic~" Model
D- 135 °F (57 °C), 155 °F
, ~
,
,
,
g
-
sack Teflon ,
o
B
l
'
E-1 Recessed Escutcheon.
Viki
Mi
f
to
i
h
h
(68 °C),175 °F (79 °C),
asst and
WaxQve
WeD-Coa
ted B
r Po~yeet~
ng
cro
as
Z - Ins[alled w
t
t
e
200 °F (93 °C), and 286
Model F-1 Adjustable Escutcheon.
Footnotes
I Base part number is shown. For complete part number, refer to Viking's current price schedule.
Z This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any addilional approv2ls.
3 UL and ULC Lis[ed for Ligh4Hazard occupancies only. Locate with de0ectors 4" to 72" ("102 mm to 304 mm) below ceilinys.
FM Approved for Light-Hazard occupancies only. Locate with de(lectors 4" to 6"(102 mm to 152 mm) below ceilings.
tan[
i
r
i
d GUL Li
t
d
C
5
.
as corros
on-
es
s
s
e
UL and UL
, an
s Metric K-Fac[orshown is for use when pressure is measured in kPa. When pressure is measured in BAR, mul[iplythe metric K-Factor shown by 10.0.
"
"
to 12
7 UL and GUL Lis[ed for Light-Hazard, Ordinary Hazard Group I, and Ordinary Hazard Group II occupancies. Locate wi[h deflectors 4
(702 mm to 305 mm) below ceilings.
e The Viking MicrofastOModel P-1 Adjustable Esculcheon is considered a surface-mounted escutcheon because it tloes no[ allow the fusible el-
ement of the sprinkler ro be recessed behind the face of the wall or ceiling.
9 UL and C-UL Listings limited to Ligh4Flazard Occupancies with hydraulically calculated wet systems.
10The sprinkler orifice is bushed
"Approved by the New York City Board of Standards and Appeals under Calendar Number 219-76-SA.
12Sprinkler I.D. Nos. and nominal U.S. K-factors provided in accordance with the 1999 edition of NF PA 13, Section 3-22 and Section 3-2.3.
NOTE: Locate wi[h deFlectors 4'to 6" (102 mm to'152 mm) from walls. Exception: Horizon[ai sidewall sprinklers may be ins[alled with the de-
flectors less than 4" (102 mm) from the wall in which Ihey are installed. Align horizonial sidewall sprinklers wich [op of deflectors parallel to the
ceiling or roof.
"
2-7/16" 1-5/B•
2-11/16
1.3 mm)
(61.9mm)
(66.3mm)
Minimum
,_T,.. (31.Bmm)
i
1/2^ - (I Smm)
(NPT)
Ceiling Hole SiZe
Viking HSW Sprinkler Base
2-5/16" (58,7 mm) minim
No.09849
Part
2-1/2" (63,5 mm) moximum Maximum
Viking HSW Sprinkle
r Base Part No. 09849 Viking HSW Sprinkler Base Part No. 09849
InstaOed wi[h a Standard
VS" (3,1 mm) Escutcheon Installed with the Viking Recessed Escutcheon
New forma[ replaces page 14 a-d, dated October 14, 1999, page 14 e-g, dated June Form No. F_123096
4, 1999, and page 31 a-d, dated May 27, 1999. Refer to technical data page SR7-2
for general care, installation, and maintenance information.
300 Ib. WWP Bronze Ball Valves
Fire Protection Valve • Two-Piece Body • Chrome Plated Ball •
Blowout-Proof Stem • Reinforced TFE Seats
300 PSI120.7 Bar Non-Shock Cold Water
CONFORMS TO MSS SP-110 • UL LISTEDt •
FMRC APPAOVEDt
MATERIAL LIST
PART SPECIFICATION
1. Handie Nut Zinc Plated Steel Zinc Plated Steel Clear Chmmate
with Plastisol Grip
3.
Threaded Pack Gland
Brass ASTM B 16
4.
Packing
TFE
5.
Stem
Silican Bronze ASTM B 371 Alloy C69430
or ASTM B 99 Allay C65100
6.
ThrustWasher
ReinfarcedTFE
7.
8all
BrassA5TM6124AlIoyC37700orASTM
B 16 Allay C36000 with Hard Chmme Plate
8.
Seat Ring (2)
Reinforced TFE
9.
Body
Cast Red Bmnze ASTM B 584 Alloy C84400
10.
Body End Piece
Cast Aed Bronze ASTM B 5II4 Fllloy C84400
'/e"and%" simontyhasa304stainlesssteelgroundingwaslier
Threaded
Oezincificalion
Resistant
KT-580-70-UL
1 Ya" - 3" Standard Port
Threaded
KT-585-70-UL
Full Port
DIMENSIONS-WEIGHTS
-OUANTITIES
NPTx NPT
KT-565-70-UL Oimensions
Size A" B C
D PoA Weight Box
Master
KT-580-70-UL
in. mm. In. mm. In. mm. In. mm.
In. mm. Lbs. Kg. Qty.
Cin. Qty.
Standard PoR
NPTxNPT
Ya 8 2.00 51 1.75 44 5.00 127
18 10 .45 20 10
100
a'e
10
2.00
51
1.75
44
5.00
127
38
10
.45
20
10
100
1/2
15
2.44
62
1.88
48
5.19
732
.50
13
.64
29
10
100
3/4
20
2.94
75
225
57
625
159
JS
19
7.33
.60
5
50
1
25
134
85
2.38
59
6.44
164
1.00
25
1.79
.81
5
20
Size
In. mm.
In.
A
mm.
KT-560-70-UL Dimensions
B C
In. mm. In. mm.
U Port
In. mm.
Weight
Lbs. Kg.
Box
Qty.
.
Master
Ctn. Qly.
t Y<
32
3.94
100
2.63
67
6.75
171
7.00
ZS
211
.99
5
20
7+/ 40 631 170 300 76 8.91 228 125 32 327 1.49 5 ZO
2
50
4.63
177
325
83
9.06
230
1.50
38
5.09
2.31 5
10
21/2
65
5.84
148
153
90
9.66
245
2.00
51
825
3.79 2
6
3
DO
7.09
202
441
172
11.53
293
2.50
64
15.65
7.11 1
4
t UL Gsted, FMPC App
mved
for irim a
nJ drain
use - sizes K" thm
2".
FM ~L
h!5(CYS7
~ NIBCO ING WOFLO HEFOQUAflTEPS • 7516 MIDDLEBUflYST. • EIXHAFT, IN 4696-4740 • USA • PH: 1.800234.0227
TECH SE(NICES PH' 1888.4464226 • FAX: 1.8002340557 • INTEFNATIONPL OFFICE PH_ N5742953221 • FA%: N574295.3455
KT-585-70-UL
1/4a° - 1 " FuII Part
175 PSI112.7 Bar Non-Shock Caid Water
CONFORMS TO MSS SP-80 • UL/ULC LISTED*
MATERIAL LIST
PART
SPECIFICATION
1.
Hantlwheel Nut
300 Series Stainless Steel
2.
Iden[ification Plate
Aluminum
3.
Handwheel
Aluminum Coinmercial Allay 1338000
4.
Stein
SificanBranzeASTMB371AlIayC69430
5.
Packing Gland
Bronze ASTM B 621 ASTM B 16t/
ASTM B 584 Allay C84400
6.
Packing Nut
Branze ASTM B 62/
ASTM B 584 Alloy C64400/ASTM B 16
7.
Packing
Non Asbestos Aramid Fibers w/Graphite
8.
Bonnet
Bmnze ASTM B 62 Alloy C83600
9.
Disc Holder Nut
Bronze ASTM B 62 Alloy C83600
10.
Disc Holder
Bronze ASTM B 62 Alloy C83600
11.
Seat Disc
EPDM Rubber fW)
TFE (Y)3
12
Seat Disc Nut
Bronze ASTM B 62#/ ASTM B 96
Alloy C65100 w/SS Washer
13.
Body
Bronie ASTM B 62/B 584 Alloy C83600
f 2'/a" and 3" size only
t Not on 2"
DIM ENSI ON S
-WEI G HTS
-QUANTITIES
Size
In. mm.
In.
A
mm.
Uimensions
B
In. mm.
H
In.
mm.
Weight Box
L6s. Kg. Qty.
Master
Cin. Qty.
11/< 32
219
56
6.13
156
2.19
56
377 1.69 1
70
i1/z 40
238
60
7.19
183
2.38
60
554 252 1
10
2 50
2.25
57
725
184
225
57
6.72 3.05 7
10
`"2Yz 65
3.19
81
10.56
268
3.19
81
16.73 - 7.33 1
2
""3 80
3.88
86
11.13
283
3.88
86
21.72 9.87 1
2
' UUULC Listed forsizes fortrim and drain use 1'/n", 1Vz",2"
" • Sizes V/a" and 3" supplied as L31 LY with TFE seat disc.
T-301-W .
NPTx NPT
C ~L UOL
~ NIBCO WG WOPLD HEAOQUAFiERS • 1576 MIDDLEBUFY ST. • ELKHAPT, IN 465764740 • USA • Pkl' 18002340227
TECH SEflVICES PH: 1.8II8 446.4226 • FW(: 1.800234.0557 • IMEPNATIONAL OfFICE PH: +1.94.295 3221 • fAX: +1574 295 3455
175 Ib. WVIIP Bronze Angle Valves
Dezincifiw[ion
Fire Protection Valve • Screw-in Bonnet • Integral Seat • Renewable Disc Resistant
T-301-W
Threadetl
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06/21/2094 11:36 303-7615348 MDBUILDERS PAGE 01
MD .Building Corp.
PO Sox 1812 .
Englewood, CO 80150
~0(f~
303-761-2422
~
303461-5340 fax 2
,
7une 21, 2004 ,
City of WheaUridge ~
Attn.; Kristy Schutto
RE: BASICS,13210 W. 43 Drive, Pemut 018871
Dcar ICristi,
Thisletter is to verify that the new electrical contractar of recotd will be Denver Electrical Contractozs. Kelly'['l1om, owner,
wiil be in to obtain his Wheatridge license ss soon as Qossible:
If you have any qvestions, please cal] me aC 303-210-0886.
Sincerely,
. Neisen
NID Building Corp.
. .
~
i
~
STATE OF Gr0l.ORADO
DEP.4RTMENT OF REGULATORY AGENCIES -
DIVISION OF REGISTRATIONS
BOARD OF ELECTRICAL
ACTIVE
ELECTRICAL CONTRACTOR
~562 103/O1/1999 i 02/28/2001 1
~ VUM6ER ~ iSSUED ; E;CPIRES ~
VANDRE ELECTRIC & REFRIGERATION CO:
LLOYD PARSONS
1276 S BANNOCK ST
DENVER CO 80223
~ tu~¢ /ti" • ~
!]IREC`CN TT-
DIVISICN CF REGISTRATiCNS
6iGuNruae ~
_ . . . i
~l
CITY AND COUNTY OF DENVER
. BUILDING INSPECTION DIVISION -
---200 W. 14th AVENUE, DENVER, C0.80204
REGISTFATION
iLICENSENO.
JNTEOF
ISSUE
DFTEOF
IXPIRATON
1007565
03/31/99
03/31/2001
REGISiRFiIOW
UCENSETVPE
OESCRIPIION
AMOVM
ELECTRICAL
NOT REQUIRED
0.00
TOTAL
0.00
CONTRAC70R LICENSElREGISTRATION
VANDRE ELECTRIC & REFRIG CO
1272 S BANNOCK ST
DENVER CO 80223
i
DIRECTOR OF BLDG. INSP.OIV..: .
~ _ - - _ 1
FORM NO. 7530 NOT VALID UNTIL RECEIPTED BY CASHIER
VANDRE ELECTRIC AND REFRIGERATION C0. - 27707
Ciry of Wheaz ffidge 2/13/2001
6014 • Licenses . ,
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11787
BUILDING WSPECTION LINE - 303-234-5933
- CITY OF WHEAT RIDGE Date : 2/13/2001
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner :
Property Address : 13200 W. 43RD DR UNIT 104, Phone : 723-935-5000
105
Contractor License No. : 18136
Phone: 777-2318
Company : Vandre Electric
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby ceAify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with'the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ri`d~ge ordinances, forwork underthis ermii.
(OWNER)(CONTRACTOR)SIGNEa 11~.i// rJ'r/L~Sa~~DAT'~
Description : TENANT FINISH-5000 SQ. FT OF OFFICE
Construction Value :
$1,800.00
Permit Fee :
$63.15
Plan Review Fee :
$0.00
Use Tax :
$27.00
Total:
$90.15
Use:
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Approval :
Zoning :
Approval:
Approval :
Occupancy : Walls
Roof : Stories
Residential Units :
Electrical License No :
Company :
Expiration Date :
Approval :
Plumbing License No :
Company :
Expiration Date :
Approval:
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This permit was
Regulations anc
(2) Thispermi[shal
abandoned for e
(3) If this permit exi
(4)
No wOrk of anym.
(5)
Cont2ctorshallni
proceediing with s
(6)
The issuance of a
. .
of the building cqp
;tl in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
ling Code of Wheat Ridge, Coloredo or any oiher applicable ordinances of the Ciry. re rf(A) ihe work authorized is not commenced within sixty (60) days from issue tlaie or (B) the building aufhorized is suspended or
>d of 720 days.
a new permit may be acquired for a fee of one-half the amount normalry required, providetl no changes have been or will be made in the
;cifica[ions and any suspension or a6andonment has not exceeded one (1) yeac If changes are made or if suspension or abantlonment
, full fees shail be paitl for a new pefmit.
er shall be done thatwill change the natural flow of water causing a drdinage problem.
rthe Building Inspector twenty-four (24) hours in atlvance for all inspectlons and shall receive written approval on inspection card before
:essive phases of the job. . . . mit or the approval of drawings antl specifications sha0 not 6e constmed to be a permit for, nor an approval of, any violation of the provisions
or any other ordinance, law, rule or regulatiort
'__B~✓.~ . . . . . . . . . .
Chief
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
A PpL1cAT1oN
Property Owner : -z(C
Property Address ar'o~cJ 4026 be2 Phone
Contractor License No. `L 4IW44 le)aKf?05-
Company : (f,41lO12-& Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit appiication are accurete,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicabie Wheat idge or nces, forwork under this ermit.
(OWNER)(CONTRACTOR) SIGNED- DATE~2
Construction Value :
Permit Fee :
Use Tax :
Total :
Use
Descriptian : 14-twGO vOY` -6 CJ!":'F~,)
Electrical License No :',!~b a
Company : I/A-g.J04f &ECW
la 2Co Sv 6Awf'-r- sy-
Expiration Date :
Approval : '~/Zf"'
Plumbing License No :
Company :
Expiration Date :
Approval :
Mechanical License No :
Company :
Expiration Date :
Approval :
(t) This permit was issued in accortlance with the provisions set foM1h in yopur application and is subjec[ to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of VJheat Ridge, Colorado or any other applicabie ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixly (60) days from issue date or (8) the building authorized is suspentled or
abandonetl for a period of 120 days.
(3) If this permit expires, a new permit may be acquiretl for a fee of one-halF the amount normally required, provitletl no changes have been or will be made in lhe
original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paitl for a new permit.
(4) No work of any manner shall be done ihatwiil change the na[ural Flow of water causing a drainage problem.
(5) Contrector shall notiry the Buildin9 Inspector lwenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before
proceediing with successive phases of ihe ~ob. (6) The issuance of a permit or the approval o~drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe provisions
of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
Date: 2/ 2 3/O 1
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13200 W. 43uu Dulve UNIT 203
PURP05E OF cSTRUCTURE: TENANT FINIS1i
Building Department Approv
Remarks:
Zoning Approval:
Remarks:
Public Works Approval:_
Remarks:
Fire Marshall Approval:_
( If Applicable)
Remarks:
Sanitation District Approval:
(If Applicable)
Remarks:
Water District Approval:_
(If Applicable)
Remarks:
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Date:_2 / 2 3/O 1
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13200 W. 43ao DRlve UNIT 204
PURP05E OF crlTRUCTURE:_TENANT FtMSIi
Building Department Approval:
Remarks:
Zoning Approval:M_
Remarks:
Public Works
Remarks
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(If Applicable)
Remarks:
Sanitation District Approval:
(If Applicable)
Remarks:
Water District Approval:
(If Applicable)
Remarks:
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Date:_2 / 2 3/O 1
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13200 W. 43rzu Drzrve UNIT 205
PURPOSE OF STRUCTURE:_TeNANT FlNlsli
Building Department Approval:
Remarks:
Zoning Approval:
Remarks:
Public Works Approval:
Remarks
fire Marshall Approval:
( If Applicable)
Remarks:
Sanitation District Approval:_
(If Applicable)
Remarks:
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(If Applicable)
Remarks:
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Date:_2 / 2 3/O 1
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13200 W. 43uu DRrve UNIT 206
PURPOSE OF STRUCTURE:_TeNANT FlNlsli
Building Department Approval:
Remarks:
Zoning Approval:
Remarks:
Public Works Approval:
Remarks
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Date:_2 / 2 3/O 1
A Certificate of Occupancy or Completion has been requested for:
ADDILESS: 13200 W. 43RD Drzrve UNIT 207
PURPOSE OF STRUCTURE:_TeNANT FINISFI
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number
Date
10353
4/10/00
Property Owner :
Property Address
Contractor License No.
Company
Plumbing License No :20569
Company :Carroll Plumbing & Heating
Inc.
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applirable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of reco ; that all measu ements shown, and allegations
made are accurate; that f have read and a e to abide by al conditions printed on this
application, and that I assume full respon bili for wmpli n with the Wheat Ridge Building
Code (U.B.C.) and all other applicable at idge ordi c s, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : Office warehouse condos
Construction Value :
$383,957.00
Permit Fee :
$2,584.15
Pian Review Fee :
$1,679.70
Use Tax :
$5,759.35
Total:
$10,02320
Use:
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. : 13860
Approval : MO
Zoning : pID
Approval: DM
wommignmalmmm
Approval : GK
Occupancy : Walls
13200 W 43RD DR
20582
ICA Construction Inc.
Okay
Okay
See attached PW review sheet. ENGINEERING FEE $550.00 TO BE
INCLUDED IN PERMIT FEE
Roof : Stories : Residential Units :
Electrical License No : 20345
Company : Colorado Concept
Lighting
Expiration Date : 2/28/01
Approval:
(1) This permitwas issuetl in ai
Regulations and Building Ci
(2) This permit shall expire if (A
abantlonetl for a periotl of 1
(3) If this permit expires, a new
(5)
(6)
oFthe
Expiration Date : 1 /27/01
Approval:
Phone : 288-2476
Phone : 288-2476
Mechanical License No : 18111
Company : Cooper Heating &
Cooling
Expiration Date : 1/27/01
Approval:
h the provisions set forth in yopur application and is subject to the laws of the Sta[e oF Colorado and to the Zoning
Ritlge, Coloredo or any other applicable ordinances of ihe City,
lhorizetl is not commenced within sixty (60) days from issue date or (B) ihe building authorized is suspentled or
ie arquired for a fee of one-half ihe amount nortnally required, provided no changes have been or will be matle in the
suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonmen[
aid for a new permit.
it will change the natural fiow oFwater causing a drainage problem.
s[or iwenty-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection cartl before
ejo6.
of tlrawings and specifcations shall not be conshuetl to be a permit for, nor an approval oF, any violation of the provisions
ice, law, rule or regula[iort Chief
D,EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
. BUILDING INSPECTION bIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 APPLICAT,Io N
Property Owner: =NC-
°roperty Address :/3zQb (,iJ 4 3411Jtir1TS l01-107 Phone : 303' 2,66- 24*1.&,
Contractor License No. : 00582,
Company : ~e-4 ~~5T2tX-170N TNC, Phone : 3D3 -8~~' 4.$
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distanees proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrietions of re cor ; that all measurements shown, and allegatio.
made are accurete; that I have read and agr e abide by all conditions printed on this
application, and that I assume full responsi lity or complianc~ with the Wheat Ridge Buildii
Code (U.B.C.) and all other applicable Whe R dge ordinppc4s, for work under this pQrtniti
(OWNER)(CONTRACTOR)
Gonstruction Value : 383 457. 66
Permit Fee : 5-
~.C.
Use Tax : -7 S`i, 35
Total :
use:
t ~a
Description U&?~NIX)Wn
BI.WLDING DEPARTMENT USE ONLY ~3
~
~ .~om ~ ~ ✓ SIC : ~ Sq. Ft..
Pro~a . ,
Y~J~`~Oa
zonin9: ~ MD
RE
:Approval:
Approval : 4 1 6'+
Occupancy : Waiis : Roof : Stories : Reside
Electricai License No : 263 45 Plumbing License No : ZJC~S69
Company : CptA. 1:0t1 CFPr L11>►IYtP/GCompany :CAP-RDLLII.JM P IAIG
Expiretion Date : 7,1Z$101 Expiration Date :/`Z 71O f
Approval: Approval:
Mechanical License No : I 8l ( l
Company: (f~EP- YEp7-) A}U
Expiration Date : { J/(/oo
Approval :
(1) This permit was issuetl in accortlance wiN the pmvisions set forth in yopur application and is subject to the laws of the State of Colo2tlo antl to the :.oning
Regulations and Builtling Code of Wfieat RiOge. Colo2tl0 or any other applicable ordinances af the Ciry.(2) This pertnit shall expire if (A) ihe work auNOrizetl is not commenced wiNin sizty (60) tlays fram issue date or (B) the
building authonzed is suspentletl or
a6antloned for a periotl of 720 days (3) If Mis pertnit expires, a new pertnit may be acquiretl for a fee of one-half the amount nortnally required. provided no Changes have been or will be matle in the
original plans antl specifintions antl any suspension or abantlonmenl has not exceeded one (7) year. If changes are matle or if suspension or abantlonment
ezceeds one (t) year, PoII fees shall 6e paid for a new pertnit (4) N. work of any manner shall be tlone Mat will change the naNal flow of water causing a tl2inage problem.
(5) ConVactor shall notlry the Building Inspector Iwenty-four (24) hours in atlvance for all inspections and shall receive written approval on inspection artl before
(6) The issuance of a pemiit or the appmval of tl2vrings and specifications shall not be wnsW etl to be a pertnit (or, nor an approval of, any violation of the provisions
of the building codQsa~,any ofher ortlinance, law, rule or regula6on.
Chief
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10354
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 4/10/00
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner :L-bL C_o11solLG~t/,_L O li WI Lo.43V-Gt Or,
Property Address : 13240 W 43RD DR Phone : 288-2476
Contractor License No. : 20582
Company : ICA Construction Ina Phone : 288-2476
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of rew A that all measurements shown, and allegations
made are accurate; that I have read and ag ee o abide by all o ditions printed on this
application, and that I assume full responsi ili for complian wlth the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wh idge ordina , for work under this pgrmit
(OWNER)(CONTRACTOR) SIGNED DATE~J
Description : Office warehouse condos
Construction Value :
Permit Fee :
Pian Review Fee :
Use Tax :
Total
$2,612.15
$848.95
$5,834.15
$9,295.25
Use:
DEPARTMENT USE ONLY
Approval : MO Okay
Zoning : PID
SIC : Sq. Ft. : 14040
Electrical License No : 20345 Plumbing License No :20569 Mechanical License No : 18111
Company :Colorado Concept Company :Carroll Plumbing & Heating Company : Cooper Heating &
Lighting Ina Cooling
Expiration Date : 2/28/01 Expiration Date : 1/27/01 Expiration Date : 1/27101
Approval: Approval: Approval:
(1) This permit was issuetl in accordance wi[h the provisions se[ forih in yopur application and is subjectto ihe laws of the State of Colorado and to the Zoning
Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work au[horized is not commenced within sixty (80) days fmm issue date or (B) the building authorized is suspended or
abandoned for a periotl of 120 days (3) If this permit expires, a new pertnit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specificatlons and any suspension or abandonment has no[ exceeded one (1) year. If changes are made or if suspension or abandonmeni
exceeds one (1) year, full fees shall be paid for a new permit.
4 No work of any manner shall be done ihat will change the natural Flow of water causing a tlrainage problem.
5 Contractor shall nolify ihe Building Inspec[or hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceetliingOa ccessive hasesofthejob.
(6) The issuanermi opproval of drawings and specificalions shall nof be wnstrued to be a permit for, nor an approval of, any violation of tM1e provisions
of 4he bs er ordinance, law, rule or regulatioa .
Chief Buiiding Inspe tor
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 qPPLICATIo N
Property OwnerTICIA-~.j~~x-~-~ ~u
°roperty Address : CJ72-4D (,JA3 9;;~_DR_UNt t 5 2Dl -zD7 Phone : 3b3 _Z88-Ze
47(e
Contractor License No. : Z pj gZ
3D3 -Sq0 -:~&S
Company ::ECA
Phone :303-4Z,3-cj (J,e(
OWNER/CONTR
ACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value qW 3, va
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or
covenants
easements or restrictions of recor
h
ll
t
ermit Fee
,
;
a
a
measurements shown, and allegations
made are accurate; that I have read and aqr e t abide by all conditions printed on this
li
ti
d
h
C
Use Tax :
ca
app
on, an
t
at I assume full responsibi ity r complia 1 ewth the Wheat Ridge Building
Code (U.B.C.) and all other applicable Whea i ge ordin s, for work under this pertni .
OWNER
CONTRA
A
Tot81 :
c- I gs
(
CTOR) SIGNED
I&j DATE`_T
Use :
Description : D F,FL(~E/W ✓iP-Fl'(CX~~F-~~-D,-G
I
S r . n . e . /
~J BUILDING DEPARTMENT USE ONLY
Zo ~.:~A p ovai~ Q~ ~~(-/'+~''~'1 SIC: Sq. Ft.: ~~~~ll
Zoning 11)
Approval: `
~r,s ~ :
APProval I o0
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : ZO34S Plumbing License No :zC5~o l Mechanical License No :/15l
Company :C~Lp .CoNCz;-t 1-i G Company :(~~RZOLL PLUM,$l0G Company :0.,P~2 u~l i l A1 ~
Expiration Date : Z/~*(p i Expiration Date :(~Z7/O 1 Expiration Date
Approval:
Approval : Approvaf :
(t) This permit was issued in accortlance with Ne provisions set foM in yopur appliration and is subject to the laws of ihe State of Coloretlo and to Ne <'.oning
Regulations and Building Cotle of Wheat Ridge. Coloratla or any other applica6le oitlinances of ihe City.
(2) This permit shall expire if (A) Me wark authonzed is not commencetl within sixly (60) Eays trom issue date or (8) ihe builtling authonzed is suspendetl or
a6antloneE for a periotl of 120 days. .
.(3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally requiretl, provitletl no changes have 6een or will be matle in Ne
onginal plans antl specifiwtions and any suspension or abandonment has not exceedetl one (1) year. I( changes are matle or if suspension or abandonment
exceeds one (i) year, full fees shall be paid for a new permiG
(a) No work of any manner shall be done Mat will rhange the naturel fiav of water tausing a d2inage problem.
(5) ConVactor shall no6fy ihe Building Inspector twenry-faur (24) hours in advance for all inspections and shall 2ceive wntten approval on inspec6on prtl betore
proceetliing with successive phases of Nejob.
(6) The issuance of ermit or Ne apProval of d2winqs antl specifiw6ons shall not be consWed to be a pertnit far, nor an approval of, any violation of the provisions
of Ne huiltlin ,od a~", oNer ortlinance, law, rule of regulaGOn.
/ DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number
Date
11744
2/2/2001
Property Owner :
Property Address : 13200 W 43RD DRIVE #104 & Phone : 3032340835
105
Contractor License No. : 20900
Phone: 303424407
Company : A.J. Kilpatrick
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiy that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordjnances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED - DATE~'-2-X~/
Description : ADD ON OFFICE SPACE TO WAREHOUSE
Construction Value:
$8,500.00
Permit Fee :
$167.25
Plan Review Fee :
$0.00
Use Tax :
$127.50
Total:
$294.75
Use:
Electrical License No : p
Company :
Expiration Date :
Approval:
Plumbing License No :19621
Company : Kilpatrick Plumbing &
Heating
Expiration Date ; 5/16/2001
Approval: :
Mechanical License No : 0
Company :
Expiration Date :
Approval:
(7) This permit was issued in accordance with the provisions set forth in yopur applica[ion and is subject to the laws of the S[a[e of Cobrado and to the Zoning
Regulations and Building Code of Whea[ Ridge, Coloretlo or any other applicable ordinances of the Ciry.
(2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the building authorizetl is suspendetl or
abandonetl For a period of 120 daya (3) If [his permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will 6e made in the
original plans antl specifications and any suspension or abandonment fias not exceeded one (1) year. If changes are made or if suspension or abandonmen[
exceeds one (1) year, full fees shall be paitl for a new permit.
(4) No work of any manner shall be tlone thatwill change the natural Flow of water causing a drainage problem.
(5) Contrector shall notiy the Building Inspekortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a p or the approval of drawings and specifications shall not be construed to be a pertnit for, nor an approval of, any violalion oFthe provisions
of the building or nXo)qd"nance, law, rule or regulation. : . .
Chief Building
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
APPLtCATION FORM
Property Owner ~~/~icz- '7roc
Property Address 14~>V f /OS Phone
Contractor License No: :'20j`~
Company : A7 Phone : U
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :
I hereby certify that the setback distances proposed by this permit application are accurete,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions pnnted on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge orcjinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED .~~!✓°`G~s- DATE-7•1 -0/
Description : 9/,/
ENEEREEME
Approval : .
Zoning :
Approval:
Approval:
Occupancy:
Electrical License No :
Company :
Expiration Date :
Approval :
Walis
Permit Fee :
Plan Review Fee :
Use Tax :
Total :
Use : A/ G~7n D~~.~c
~arc~
BUILDING DEPARTMENT USE ONLY
Roof : Stories :
SIC
Ft. :
PA
RF-CEIVF-D
Units :
Plumbing License No : fffx.21
Company : Company :
Expiration Date :
Approval :
Expiration Date :
Approval:
(1) This permi[ was issued in accortlance with the provisions set fotlh in yo/ur application and is subject to Ne laws of the State of Colorado and to Ihe Zoning
Regulations antl Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the City .
(2) Th is permit shall expire if (A) Ne work au[horized is not commenced within sirzty (60) days from issue date or (B) [he builtling au[horized is suspendetl or
abandoned for a periotl of 720 daya .
(3J If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normalty required, providetl no changes have been or will be made in the
onginal plans antl specificalions and any suspension or abandonment has not exceetletl one (7) year. If changes are matle or if suspension or abandonment
exceetls one (7 ) year, full fees shall be paitl for a new permit.
(4) No work of any manner shall be done that will change the natural flow otwater causing a dreinage probiem.
(5) 2 0nt2ctor shalFOOliry the Bulldmg Inspector lwenty-four (24) hours in advance for all inspections and shall re ceive written approval on inspection card before
(6) fihe issuance of a pertnit or the approval of tlrawings antl specifcations shail not be consVUed to be a pertnit for, nor an approval of, any violation of the provisions
of the building codes or'a`rTy other or"nce, law, rule or regulation. .
Chief Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13200 W. 43rd Dr. Unit 105 Wheat Ridge CO 80033
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Date• 1/26/01
A Certificate of Occupancy or Completion has been requested for:
ADDRE55:13200 W. 43rd Drive Unit 707 Wheat RirigP r„ snnjj
PURP05E OF cSTRUCTURE: Tenant Fi ni ch
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Date• 1i26i01
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13200 W. 43rd Drive Unit 102 Wheat Ridqe CO 80033
PURPOSE OP STRUCTURE: Tenant Fi ni sh
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Remarks:
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Date• 1i16/01
A Certificate of Occupancy or Completion has been requested for:
ADDRESS:_ 13200 W. 43rd Dr. Unit 104 Wheat Rid e CO 80033
PURP05E OF STRUCi7JRE: Tenant Fi ni sh
Building Department
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MEMORANDUM
I A roved Date
~~~~~~~~~~~~~ORYS
TO: Darin Morgan, Chief Building Official
FROM: Michael Garcia, Development Review Engineer N~
CC: Greg Knudson, City Engineer
Chuck Braden, Engineering Tech. I
DATE: December 19, 2000
~
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SUBJECT: Lots 11 & 12 @ 44`h Industrial Park - PW repairs for issuance of C.O.
A site inspection was completed by the Public Works Department on December 19, 2000 at 9:30 a.m. The
following items are to be addressed prior to issuance of a C.O.:
L There is asphalt located at the driveway that will have to be removed and replaced. This area has been
identified with orange paint.
2. There is curb and gutter that has been damaged during consiruction. These sections have been identified by the
letter "x" in orange paint. The amount ofwalk that is to be removed and replaced is 10 feet. An escrow amount
of$529.OOcan bepaidtothePublicWorksDeparhnentforthedamagedasphaltandconcrete. Anallowabletime
to complete the repair work will be determined.
Please contact me at 303-235-2868 if you have any questions.
cc: File (2)
44ind_Lots 11&12_repaicmem
An
December 7, 2000
City of Wheat Ridge
7500 West 29" Avenue
Wheat Ridge, CO 80215
RE: Lot 11&12 of 44te Industrial Park
CertiTication Letter
City of Wheat Ridge:
!Z- Z°^orJ
(32c)y), r3z-10 L-a_ 4 3`~ P.-.
Per a recent site investigation, the site appeazs to be built to plan. There is no detention on
site because of the regional detention pond. The general drainage pattern is flow away from
buildings to the back of the parking stalls. Flow then heads towazd the previously
constructed drainage swale to the regional detention pond.
The location of all drainage patterns has been constructed to plan.
Therefore, the site will function as intended in regard to drainage.
Please call me if you have any questions.
Very Truly
/Io ~l~Gf
Jdhn M. Mi
Director of
0 1~~~s
PS~IV ~'t~`
Z.
32350
11445 West I-70 Frontage Road North, Wheat Ridge, CO 80033
ph 303.403.4706 fx 303.403.0800 http://designengineer.cam
P'r--GD 1 17-116(o0
The City of
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat
GRidge
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATE g- 00 ADDRESS 132CO ~V l~s 1I ~.12
Dear Contractor:
In conjunction with the approval of the building permit
application for the above referenced address, this letter is to
inform you that all existing public improvements located along
the frontage of said address shall be restored, (if damaged from
related construction) to an acceptable condition, as determined
by City of Wheat Ridge Public Works Department, and prior to the
issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative
will conduct an onsite inspection to determine the existiny
condition(s)of the public improvements at this address.
If u have any questions, please contact me at 235-2868.
~
i cerely, /
a ~
Gr g Knizdson, M.P.A.
Development Review Engineer
cc: File
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235•2949
PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date o0
Applicant Tc-A l hG• Phone # 3!;!3 - ?Alb - Z~7-b
Location of Construction
Purpose of Construction Building Permit Value
Single Family Commercial >C Multi-Family
DEVELOPMENT REVIEW FEES
00
Development Review Processing Fee: $50.00 $
(for document processing)
Single Family Residential Review Fee: $25.00 $
(for review of applicable technical documents )
Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing
technical documents), $500.00 fee (for review of technical documents for op
construction in right-of-way, final drainage report and erosion control plan). $ Scx:>
Subdivision Improvement Agreement Fee: $125.00
(for document processing and recording)
Development Covenant Fee: $125.00 $ "
(for document processing and recording)
- O -
CDOT Access Permit Fee: $100.00 $
(for document application and processing)
Traffic Impact Study Review Fee: $100.00
(for document review and processing)
Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 $ ~ O r
(for document review and processing)
~
TOTAL REVIEW FEES: (due at time of building permit issuance) $~50, -
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING
FEES REOUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY.
Signature of Applicant Date (
04 ~~T
S
DEPARTMENT OF PUBLIC WORKS
BUILD/NG PERMIT APPLICATION REVIEW
o R P,~O
Date: oD
Location: 132 DO vl 43 '4 -t>nvt - o~'S ~ ~ Et 12
Attention: Building Department
I have reviewed the attached materials submitted in application for approval of a 1 GG W G C
at the above referenced address. Please note the summary comments below.
1. Boundary Closure: X OK Not OK; refer to stipulations.
2. Drainage:
a. Drainage plan and report needed
b. Drainage plan not needed
c. Lot drainage/grading to be reviewed by Building Division
d. Site drainage/grading provisions have been reviewed and aze:
X OK Not OK; refer to stipulations.
3. NPDES Permit Required: _ Yes X No
4. ~
Public Improvements
a.
street paving needed:
Yes
X
b.
curb and gutter needed:
Yes
X
c.
sidewalk needed:
Yes
~
d.
street lights needed:
Yes
~
e.
storm sewer needed:
Yes
X
£
l
If
letter of credit required
f
d
: Yes
~
a
etter o
cre
it is required,
for what improvem
ent
No
No
No
No
No
No
Amount of letter of credit:
5.
- Subdivision Improvement Agreement required:
Yes
X No
6.
Development Covenant reqmred:
-
Yes
k No
If Yes, for
7. ~
Traffic impact analysis and report required:
Yes
X No
8. ~
State Highway Access Permit needed:
Yes
x No
9.
New roadway or alley R.O.W. dedication recommended:
Yes
>c No
If yes, what is recommended?
10 t-
- All ' ting dedicated roadways/alleys meet the standards of the City:
~
X Yes
No
If ,
ch do not and what is requested:
~
-
11. ✓
P OVALe PublicJVVorks Department has reviewed this request and hereby gives it:
a val, subj t to the ap~ove and/or attached stipulations.
4/? 1co
Si ature reg Knudson Date
12. _ NO APP OVAL: The Public Works Department has reviewed this request and does not give
its approval for the reasons stated:
Signature Greg Knudson Date
13. Shpulations attached: _ Yes ?1 No
14. Summary Comments:
'n ~J N 1~ 1, N LG L.. . I Sv~'N •
1~a~r~w t Gen~-~ ~Ga e~nn ~G*1't!~ rjr~~7acr,d i~y'CHc vnq ~nee~~ •
I? rkvt 'FG IS9.a d~nc-e o~
C,O,
7500 West 29th Avenue
The City of
Wheat Ridge, Colorado 80215 Wheat
Telephone 303/ 235-2868 Rldge
FAX 303/235-2857
April 7, 2000
Mr. John McClain, P.E.
BCA Group
11445 West I-70 Frontage Road North
Wheat Ridge, Colorado 80033
Re: Lots 11 & 12 @ 44 Industrial Park, 13200 & 13240 West 43rd
Drive - Approval of Final Drainage Report, & Grading/Erosion
Control Plans
Dear Mr. McClain,
This letter is to inform you that the final drainage report, and
the grading/erosion control plans for the above referenced
project have been reviewed and approved for construction. Please
be aware of the following items regarding the construction of the
project:
1. The proposed drainage facilities shall be constructed and
approved by the City of Wheat Ridge prior to issuance of the
Certificate of Occupancy.
2. Brosion control for the project shall be placed in conformance
with the approved drainage/erosion control plan and shall be
maintained as needed during the course of construction.
3. A11 drainage improvements shall be constructed in conformance
with the approved drainage report and plan.
4. Upon completion of the drainage improvements the engineer,
Mr. John McClain, P.E., BCA Group shall provide to the City
of Wheat Ridge a letter of certification stating that the
various improvements, as defined in the drainage report and
plan, have been accurately surveyed to confirm that their
construction is in accordance with these documents. The
certification letter shall be written and stamped by the
engineer who prepared the drainage report, and sha11 be
submitted for review and approval by the City prior to
issuance of the Certificate of Occupancy.
2/99 CITY OF WHEAT RIDGE
MATERIALS SAMPLiNG AND TESTING REQUIREMENTS
FOR
CONSTRUCTION OF PUBLIC IMPROVEMENTS
DESCRIPTION
Materials sampling and testing for public improvements shall be performed by an independent
materials testing company at the expense of the developer, and/or utility district. Unless
otherwise designated, all referenced specifications, standards or policies shall be the latest edition
as revised or updated by approved supplements published and issued prior to the date of the
building permit.
REQUIREMENTS
All materials sampling and testing shall be performed by certified, experienced and qualified
materials testing technicians who work under the supervision of a registered professional
engineer in the State of Colorado. All materials sampling and testing equipment shall be
serviceable and calibrated.
Soil classifications and moisture-density curves shall be provided to the Department of Public
Works inspector prior to in-place density testing. Materials testing technicians shall fumish
copies of failed test results to the inspector promptly as the results become available. On a
weekly basis when testing is being performed, the developer shall fixmish the inspector with
copies of all test results taken during the prior week and a cover letter, signed by the supervising
registered professional engineer, which summarizes the results and discusses any failed tests or
inconsistencies.
The City materials testing requirements are provided in Table 720-1. All testing procedures,
point of verification and central lab requirements shall be as specified in the Frequency Guide
Schedule of the Colorado Department of Transportation Field Materials Manual. One test is
required for any fraction of the specified frequency. The reference to Section 203.07 in the table
is from the Colorado Deparhnent of Transportation Standard Specifications for Road and Bridge
Construction.
Code Correction List
March 22, 2000
Owner: ICA Construction, Inc.
Builder: Same
Address: 13200 W. 43rd Drive
Description: Two Office / Warehouse Buildings
1. Please note that the comments submitted by the Wheat Ridge Police Department
are onlv recommendations and do not give authority to violate zoning, building and
~ public works division requirements.
Provide a complete codes analysis prepared by the project engineer or architect.
3.✓ Provide a typical floor plan for each building drawn to scale showing office,
warehouse and restroom layout.
4. ~ Provide a plumbing plan drawn to scale which includes water and gas line sizes and
locations along with waste and vent information stamped by the engineer of
architect.
5. Provide a mechanical plan drawn to scale and stamped bythe engineeror architect.
6. ` One "van-accessible" handicapped parking stall will be required with a 96 inch
access aisle. Also provide a sidewalk (in island) between handicapped parking stalls
J so the both building may use both stalls.
7.✓ The 18" steps shown on the elevation plans are not represented on the Iandscape
and site plan with respect to contours and spot elevations.
8°.J Provide a letter from the owner of the property stating what their anticipated use of
the buildings will be, i.e. repair garages, manufacturing?
Please make these additions or corrections to the submittal and resubmit for review, if you
have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
~
Darin Mor a
Codes Ad inistrator
Mazch 27, 2000
Mr. Alan White
Planning Director
City of Wheat Ridge
7500 W. 291" Avenue
Wheat Ridge, CO 80215
RE: Lot 11 & 12 Warehouses, 44`" Industrial Park
Request for Administrative Variance
Deaz Mr. White
It has been brought to my attention that our plans for the above referenced project show
an encroaclunent to the reaz building setback line. The setback is 30 feet on the reaz lot
line which is also common with the State Highway 58 Right-of-Way. The structures
over this setback line aze 2 trash enclosures. They encroach 10 feet into the 30 foot
setback.
We aze requesting an administrative variance to allow these to structures to be gIaced
in the 30 foot rear setback. We feel an administrative variance is appropriate @ue to the
minor nature of the request. Due to the loading azeas and truck tuming radii, it would
be difficuli to locate the trash enclosures inside the setback line.
We are enclosing a reduced plan of the site. Please call me at 303-940-9966 if you have
any additional questions.
Yours Truly,
J 'Z~~~,~
Director ofEngineering
] I~/` 1/~0~ v,~CC . ~
~
11445 West 1-70 Frontage Roatl North, Wheat Ridge, CA 80033
ph 303.403.4706 fx 303.403.0800 http://designenoneer.com
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TO Planning and Development
FROM Deri Patt
Police Department
SUBJECT 44 Street Industrial Park lots 11 and 12
DATE March 10, 2000
I have reviewed the plans for the above listed site. I have the following recommendations:
LANDSCAPE:
1. The evergreen trees planned for the entrance to the buildings will provide cover and
concealment for criminal activity as they mature. These trees if planted according to the site
plan, blocks view from the street to the back sides of both buildings. These buildings have door
that may allow for unlawful entrance to the units within the building. All mature trees to be
trimmed of branches up 6'-8' from the ground to allow for natural visual observation from
surrounding areas to the parking lots and building.
2. All shrubs and bushes mature height to not exceed 36". This height reduces the risk of
persons hiding. It also allows for natural visual observation onto the property both for the
parking lot and building.
3. Plants/landscape immediately next to the building should be low-growing ground cover, not
to exceed 18" mature height to allow for maximum natural visual observation and eliminate
concealment for potential offenders.
4. There should be minimal landscaping immediately next to parking areas and sidewalks.
Landscaping near vehicles and pedestrian areas often raises the perception of criminal activity.
5. Ground cover should not include rock material. Rocks can be used to break windows in the
buildings and cars.
BUILDINGS:
1. The building finish should be with an anti-graffiti paint or sealant.
2. Several entrances and windows in the front of the building would allow for consistent
observation of the parking areas normal users and traffic.
3. From the site plan, it is not possible to review the interior layout of the building for any crime
prevention recommendations.
FENCING:
1. Any solid privacy fencing/walis should be avoided as they provide cover and concealment,
Page 1 of 2
raising risk and fear of crime. Fences should be constructed of material or in a manner that
allow for observation through. Material or a design such as wrought iron provides visibility and
discourages and prevents climbing over.
2. Fencing should be sealed or finished with an anti-graffiti painUsealant to aid in the ease of
clean up.
SITE:
1. During construction, the property should be clearly posted with "No Trespassing" signs. This
may help deter trespasses, and allow the Police Department to cite offenders with the crime
along with any others offenses that may be committed by trespassers.
LIGHTING:
1. Exterior lighting around the buildings and in parking lots should be a minimum of 1.5 candle
minimum maintained. This will provide for brightly lit areas that discourages criminal activity
due to the illusion/perception of observation and recognition.
2. Each doorway, front and back of the buildings, should have maintained, working lights above
each door to discourage unlawful activity.
From these plans, I have no further recommendations at this time. Revisions in the plans, may alter
my recommendations.
While my recommendations do not guarantee a crime-free environment, it has been experienced that
application of the concept of Crime Prevention Through Environmental Design (CPTED) will reduce
the opportunity for crime to occur and will enhance the quality of life.
Thank you.
Deri
Page 2 of 2
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Date• 2i2ioi
A Certificate of Occupancy or Completion has been requested for:
ADDRE55: 13240 W. 43rd Drive Unit 202
PURPOSEOFSTRUCTURE: Tenant Finish
Building Deparunent Approval:
Remarks:
Zoning Approval:
Remarks:
Public Works Approval:
Remarks:
Fire Marshaii Approval:
(If Applicable)
Remarks:
Sanitation Disuict Approval:
( If Applicabie)
Remarks:
Water District Approval:
(If Appiicable)
Remarks:
Date• 2/1/0l
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 13240 W. 43rd Drive Unit 201
PURPOSFOFSTRUCi7JRE: Tenant Finish
Building Department Appro
Remarks:
Zoning Approval:~
Remarks:
Public Works Approval:
Remarks:
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation Disvict Approval:
(If Applicable)
Remarks:
Water District Approval:
(If Applicable)
Remarks:
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FERMiT TRACKING rORM
a
nDE)e=_ss
DATE SUBMITTED ~J -11-Ck) PERMIT NUMBER ~ 035 TYPE OF PERMIT C~mm '
CON7RACTOR PHONEa~3 -a€3a -~l('7(n
CONDITIONS OF
12,
DATE IN DATE OUT
~ BUILDINGDEPARTMEN7 - -I-~O ~F-tO°_oo-tm
I
3
FIRE DEPARTMENT~Z
❑ GIN ARBORIST
~ POLICE DEPARTMENT.
0 SEWER 1)I57RICT
O WATER DISTKICT
~
REQUIRED CONDITIONS MET FRIOR TO PERMIT APPLICATION ? YES NO N/A
~ ENGINEERING DEPARTMEN7
PLP,NNIN6 DEPARTMENT a-a- w
.r,- 2 , . , t
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at /-s'G~~ ~0 1-
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Building Dept.
DO NOT REMOVIrTHIS TAG
FORM WR6-22
1 have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction Notice
Job Located at ~Zb 3- 06 7
1 have this day inspected this structure and these premises and
have found the foliowing veOlations of City and/or State laws gov-
erning same:
aa
~zo z
Nl
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date ~j~
DO NOT REMOVE TH4S TAG
for Building Dept
FORM WA6-22
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
i/
' Notice,~
Job Located at
Date
DO NOT REMOVE THIS TAG
for Building Dept.
FOHM WR6-22
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
~
GEOTECHNICAL INVESTIGATION
COMMERCIAL CONDOMINIUMS,
LOTS 11 AND 12, 44T" INDUSTRIAL PARK
13200 AND 13240 WEST 43RD AVENUE
WHEAT RIDGE, COLORADO
Prepared For:
ICA CONSTRUCTION, INC.
851 Highway 224, Suite A-6
Denver, CO 80229
Attention: Mr. Daniel Mues
Job No. 30,668
January 24, 2000
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
1971 WEST 12TH AVENUE 0 DENVER, COLORADO 80204 m (303) 825-0777
~
TABLE OF CONTENTS
SCOPE
SUMMARY OF CONCLUSIONS
SITE CONDITIONS
PROPOSED CONSTRUCTION
SUBSURFACE CONDITIONS
SITE DEVELOPMENT
BUILDING FOUNDATIONS
FLOOR SYSTEMS
PAVEMENTS
CONCRETE
SURFACE DRAINAGE
LIMITATIONS
FIG. 7- LOCATIONS OF EXPLORATORY BORINGS
FIG. 2- ESTIMATED BEDROCK SURFACE ELEVATION
FIG. 3- ESTIMATED GROUND WATER SURFACE ELEVATION
APPENDIX A- SUMMARY LOGS OF EXPLORATORY BORINGS
APPENDIX B- LABORATORY TEST RESULTS
APPENDIX C- GUIDELINE SITE GRADING SPECIFICATIONS
APPENDIX D- PAVEMENT CONSTRUCTION GUIDELINES
1
1
2
3
3
5
7
8
10
13
13
14
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 12, 44'" INDUSTRIAL PARK
CTL(f 30, 668
~
SCOPE
This report presents the results of our Geotechnical investigation for Lots 11
and 12 of the 44th Industrial Park, a commercial development area located south of
West 44`h Avenue, north of Highway 58 and west of Interstate 70 in Wheat Ridge,
Colorado (Fig. 1). The purpose of this investigation was to evaluate the subsurface
conditions at the site and provide geotechnical design and construction criteria for
the proposed development. The scope was described in our Proposal dated
December 18, 1999.
The report includes descriptions of subsurface conditions found in our
exploratory borings, our evaluation of the engineering characteristics of the subsoils,
and our opinions and recommendations regarding design criteria for foundations,
floor systems, exterior flatwork, pavements and other construction details influenced
by the subsoils. The report was prepared from data developed from field and
laboratory investigations, site observation, engineering analysis, and experience
with similar projects. The recommendations presented in the report are based on
our understanding of the construction as currently planned. A brief summary of our
findings and conclusions is presented below, with more complete description and
results of field and laboratory tests included in the report.
SUMMARY OF CONCLUSIONS
1. Subsoils encountered in our borings consisted of sandy clay fill and
natural sandy clay, underlain by claystone bedrock. Nine to eighteen
feet of fill was encountered in all six of the borings. A three foot thick
layer of natural sandy clay was encountered in TH-6 below the clay fill.
Bedrock was predominately claystone and was encountered at depths
of 13 to 18 feet. Ground water was encountered in boring TH-3 at a
depth of 14 feet during drilling. When measured several days later,
water was encountered in borings at depths of 12 to 22 feet below the
ground surFace.
ICA CONSTRUCTION, INC. . .
COMMERCIAL CONOOMINIUMS, LOTS 11 AND 72, 44TM INDUSTRIAL PARK
CTLIT 30, 668 ~
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2. Selected samples of fill exhibited slight compression to very high swell
in laboratory tests. One sample of natural clay exhibited low swell and
three samples of claystone exhibited slight compression to moderate
swell in laboratory testing. The expansive soils and bedrock are the
primary geotechnical concerns affecting development.
3. We recommend drilled pier foundations bottomed in bedrock for the
proposed buildings. We recommend a minimum pier length of 20 feet.
However, longer piers may be required.
4. Slabs-on-grade supported by the expansive soils at this site will have
risk of movement due to heave. Slabs on deep filis may also be
subject to settlement. Due to the variable swell potential of the soils in
the building pad areas, we recommend removal of approximately 5 feet
of the upper level soils to reduce risk of heave. These materials should
be moisture treated to above optimum moisture content and replaced
as compacted fill. Slightly better slab perFormance may be realized by
replacing the upper 5 feet of fill with imported non-expansive granular
fill.
5. We recommend asphaltic concrete pavement sections of 5.5 inches for
automobile parking and 6.5 inches for fire lanes and truck traffic areas.
6. Good surface drainage and control of irrigation should be maintained
to reduce the risk of excessive wetting of the foundation soils. Water
should not be allowed to pond adjacent to the buildings or on
pavements.
SITE CONDITIONS
The subject lots are located within the 44th Industrial Park, a commercial
development located southwest of the intersection of West 44"' Avenue and Interstate
Highway 70 in Wheat Ridge, Colorado (Fig. 1). The site is bordered by State Highway
58 to the south and West 43rtl Drive to the north. Adjacent lots to the east, west and
northwest are currently being developed.
The site is relatively flat and gently slopes to the south and southeast towards
a drainage between the site and the on-ramp to State Highway 58. There was no
water in the drainage area at the time of this investigation. The site had recently
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOTS 71 AND 12, 44^' INDUSTRIAL PARK
CTLIT 30, 668 2
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been graded and utilities had been installed. Additional site grading is expected to
be minimal outside building area. West 43ro Drive was paved. We understand the site
was fiiled approximately 15 years ago after previously being used for gravel mining.
PROPOSED CONSTRUCTION
Plans fumished to us indicate two single-story office/warehouse buildings will
be developed, each with seven spaces. Construction will be load-bearing masonry
walls supporting a steel bar-joist roof system. Structural loads are expected to be
light to moderate with wall loads ranging from 1 to 5 kips per foot and column loads
up to about 75 kips. We expect the buildings will step grade at several points to
follow the gentle site slope to the south. Slab-on-grade floors are expected. Paved
parking areas will occupy the central portions of the site between the buildings.
SUBSURFACE CONDITIONS
Subsurtace conditions at the site were investigated by drilling eight borings,
including two relatively shallow borings in pavement areas, at the approximate
locations shown on Fig. 1. Graphic logs of the soils found in the borings and field
penetration resistance test results are presented in Appendix A. Laboratory test
results are presented in Appendix B and summarized on Table B-I.
Clay fill was encountered in all six deeper borings to depths of 9 to 18 feet
over natural soil and bedrock. The fill was comprised primarily of sandy clay with
gravel and occasional cobbles. A layer of native sandy clay 3 feet thick encountered
in boring TH-6 above the claystone bedrock. Claystone bedrock was encountered
at depths of 12 to 18 feet. Contours showing the estimated depth to bedrock are
shown on Fig. 2. Ground water was encountered in only one boring (TH-3) during
drilling at a depth of 14 feet. Several days after drilling, ground water was measured
in five borings at depths of 12 to 22 feet. Boring TH-1 was covered by construction
traffic on the adjacent lot to the west and water measurements were not possible.
ICA CONSTRUCTION, INQ .
COMMERCIAL CONDOMINIUMS, LOT511 AND 72, 44TM INDUSTRIAL PARK
CTL/T 30, 668 3
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Field penetration resistance tests showed that the fiil was medium stiff to very
stiff, the natural clays were very stiff and the bedrock was hard to very hard. Ten
samples of fill and one sample of natural sandy clay were tested for swell-
consolidation. Ten fill samples exhibited behavior ranging from compression to very
high swell (6.8 percent) and the natural clay sample exhibited low swell (1.2 percent).
All samples were wetted under an applied pressure of 1,000 psf. All fill samples that
exceeded low swell criteria (0 to 2 percent) were from depths of less than 5 feet.
Three samples of the claystone bedrock showed slight compression to moderate
swell (-0.2 percent to 3.7 percent). Results of the swell tests are summarized in Table
A.
TABLE A
SUMMARY OF SWELL TESTS
Range of
Meas4re~i Sw
eir ("fa~ *
5oi1 'Fype
~ampression
' Lew
Moclerate
High
~ery High i
<a
o xo <3
: 2 to
4to 5s
` >s
Number of
Sampies: antl
Percent
Fill
3
3
2
1
1
30%
30%
20%
10%
10%
Sandy Clay
0
1
0
0
0
0%
100%
0%
0%
0%
Claystone
1
1
1
0
0
Bedrock
33.3%
33.3%
33.3%
0%
0%
Overall Sample
4
5
3
7
1
Number
Overall Percent
29%
36%
21%
7%
7%
" Swell measured after wetting under an applied-pressure of 1,000 psf.
ICA CONSTRUCTION, INC. .
COMMERCIAL CONDOMINIUMS, L0T517 AND 12, 44TM INDUSTRIAL PARK CTLIT 30, 668 4
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SITE DEVELOPMENT
We were not provided with site grading plans, however we anticipate some cut
and fill to achieve construction grades. We understand that the site was previously
used for gravel mining and then filled approximately 15 years ago. Fill compaction
records were not available for our review to verify the fill is suitable for support of
foundations, slabs-on-grade and other improvements. Our field penetration test
results indicate some compactive effort was applied to the fll. Borings in the area
of the both buildings indicate some moderate to highly expansive fill are present at
or near proposed finished floor levels. Samples of the fill selected for laboratory
testing exhibited low and moderate to very high swells.
We recommend removal of these fill materials to a depth of at least 5 feet
below floor slabs and either replaced with imported granular fill, moisture conditioned
to within 2 percent of optimum, or the on-site clay fill soils can be re-worked and
moisture conditioned from optimum to 4 percent above optimum moisture content
and compacted to at least 95 percent of standard Proctor density. The use of
granular fill could result in slightly better floor slab performance, compared to
moisture conditioned clay fill. The existing fill can be re-used if free of organic and
deleterious material. Guideline Site Grading Specifications are presented in
Appendix C.
Areas to receive fill should be scarified, moisture conditioned to between
optimum and 4 percent above optimum and compacted to at least 95 percent of
standard Proctor maximum dry density (ASTM D 698). All fill should be compacted
to at least 95 percent maximum dry density. The properties of the fill will affect the
perFormance of slabs-on-grade and pavements. We recommend clay fill be moisture
conditioned to optimum to 4 percent above optimum moisture content. Sand soils
used as fill should be moisture conditioned to within 2 percent of optimum moisture
content prior to compacting. The fill should be placed in thin, loose lifts (8 inches or
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOTS 17 AND 12, 44TM INDUSTRIAL PARK
CTLlT 30, 668 . 5
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less) and compacted. Placement and compaction of fill should be observed and
tested by a representative of our office during construction.
If import material is required to raise site grades, we recommend importing
granular soils for use below floor areas. Imported granular fill should have less than
35 percent particles passing the No. 200 sieve, a liquid limit less than 30 percent and
a plasticity index less than 15. Granular fill should be placed only within the interior
floor areas. We recommend clay fills be used outside of foundations to help control
subsurface moisture infiltration under slabs.
We anticipate utility construction will require excavation depths of 4 to 6 feet.
The overburden materials found in our borings were not unusually hard, indicating
utility installation can be accomplished using conventional heavy-duty excavation
equipment. Utility trenches should be sloped or shored to meet local, State and
federal safety regulations. Based on our investigation, we believe the compacted fill
and overburden clay will classify as a Type B soil based on OSHA standards. Sand
soils and uncontrolled fill will classify as Type C. The bedrock should classify as
Type A unless a high degree of fracturing results in a Type B classification. Type A
soils require minimum 3/4:7 (horizontal:vertical) side slopes, Type B 1:1, and Type
C 1.5:1. Excavation slopes specified by OSHA are dependent upon types of soil and
ground water conditions encountered. Contractors should identify the soils
encountered in the excavation and refer to OSHA standards to determine appropriate
slopes. Excavations deeper than 20 feet should be braced or the slopes should be
designed by a professional engineer.
Water and sewer lines are often constructed beneath pavement areas.
Compaction of trench backfill can have a significant effect on the life and
serviceability of pavements. We recommend clay trench backfill be placed in thin,
loose lifts, moisture conditioned from optimum to 4 percent above optimum moisture
content and compacted to at least 95 percent of maximum ASTM D 698 dry density.
Sands may be moisture conditioned to within 2 percent of optimum and compacted
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 12,44m INDUSTRIAL PARK b,
CTUT 30,668
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to similar density. Placement and compaction of fill and backfill should be observed
and tested by a representative of our firm during construction.
BUILDING FOUNDATIONS
The subsoils found in our borings at foundation levels included expansive clay
fill. The expansive materials are not considered suitable for support of shallow
foundations. We recommend drilled pier foundations bottomed in bedrock for the
proposed office/warehouse buildings.
Piers should be drilled at least 6 feet into the comparatively
unweathered bedrock and have a minimum length of 20 feet. Piers
should be designed for a maximum allowable end pressure of 30,000
psf and an allowable skin friction value of 3,000 psf for the portion of
the pier within bedrock.
2. Piers should be designed for a minimum deadload pressure of 15,000
psf based on the pier cross-sectional area. If this deadload cannot be
achieved, pier length and bedrock penetration should be increased to
compensate. A skin friction value of 3,000 psf for the portion of the
pier in bedrock should be used for uplift resistance.
3. We estimate settlement of drilled piers designed with the above criteria
to be about 1/4 to 1/2 inch. Differential settlement between piers can
equal total settlements.
4. All piers should be reinforced full length. Reinforcement should extend
into grade beams or foundation walis. As a minimum, we recommend
reinforcement with at least 0.005 times the gross cross-sectional area
of the pier using Grade 60 steel, and a minimum of two No. 6 bars.
5. There should be a 4-inch (or thicker) continuous void beneath all
grades beams and foundation walls, between the piers, to concentrate
the deadload of the structure on the piers.
6. Piers should have a center-to-center spacing of at least 3 pier
diameters orthey should be designed as a group. If it is necessary to
have piers in close proximity, we can provide criteria for design of
groups.
ICACONSTRUCTION,INQ COMMERCIAL CONDOMINIUMS, LOTS 71 AND 12,44m INDUSTRIAL PARK
CTLIT 30, 668 7
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7. A minimum pier diameter of 12 inches is recommended at this site.
Quantity and size of column reinforcement or the size of base plates
may dictate the most convenient size of drilled piers. Economy can be
achieved by varying the depth of penetration and limiting the number
of pier sizes.
8. Concrete should be ready and placed in the pier holes immediately
afterthe holes are drilled, cleaned and inspected and reinforcing steel
set. For cased piers we recommend the use of high slump concrete,
(6 inches ± 1 inch) to reduce the probability of concrete arching or
hanging on the side of the casing and/or reinforcing steel. The
concrete should be designed for the specified strength at the higher
slump. At least 5 feet of concrete should be maintained above the
ground water level prior to and during casing removal.
9. If tremie-type placement is not necessary, we recommend concrete
placement with a reversed chute or a hopper with a discharge hose to
direct concrete vertically downward to minimize contact with
reinforcing steel.
10. Drilled pier foundation installation should be observed by our
representative to confirm the piers are bottomed in the proper bearing
material and check the contractor's installation procedures.
FLOOR SYSTEMS
The clayey fill at this site exhibited behavior ranging from compression to
very high swell in laboratory tests. New fiIls composed of site clays are likely to
exhibit low to moderate swell. Expansive soils are stable at their existing moisture
content but upon wetting can heave and cause significant movement and damage to
slabs-on-grade. A slab-on-grade floor is usually preferred for buildings of the type
planned. Refer to the section on SITE DEVELOPMENT for recommendations of
building pad subgrade preparation to reduce potential movement. Considering soil
conditions, our experience indicates potential slab movement of 1 to 2 inches may
occur. To our knowledge, the only method to positively control floor movement due
to expansive soils is construction of a structural floor system supported by the
foundation. This could be done with a crawl space or with a reinforced slab cast over
at least 6 inches of void-forming materials. This type of construction may not be
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, L07517 AND 12, 4d"' INDUSTRIAL PARK $
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economically feasible for commercial and retail use areas in the type of project
planned. Partial structural floors can be constructed in highly finished retail areas
if anticipated fioor movements in these areas are not tolerable.
If a slab on grade altemative is chosen, risk of movement and damage due to
swell or settlement must be accepted by the owner. The existing and future filis may
settle. The placement of moisture treated fill or imported sands below floors will not
eliminate swell or movement of slabs; it can reduce the movement and tend to make
movements more uniform. Building details will need to be planned to allow for the
potential slab movement. Exterior flatwork performance can also be enhanced by
extending the treated soil layer under sidewalks and entrance areas. We do not
recommend a granular fill zone below exterior flatwork, the full thickness of treated
zone should consist of moisture treated clayey fill. Our recommendations are
formulated considering the floor slabs will be underlain by at least 5 feet of low
swelling materials, which may consist of a combination of new clay fill or imported
granular materiaL
If the owner understands the risk of slab movement and selects a slab-on-
grade floor system, we recommend the following design and construction criteria for
slabs-on-grade at this site.
1. Slabs should be separated from exterior walls and interior bearing
members with a slip joint which allows free vertical movement of the
slabs. This can reduce cracking if some movement of the slab occurs.
2. The floor slab should be supported by compacted fill. Selection of a
moisture vapor barrier beneath a thin (4 inches) sand layer may be
appropriate based on floor coverings selected and product warranty.
3. It may be necessary to tie walls to the slab at isolated locations to
resist lateral loads at loading dock locations. We recommend the
connecting reinforcing be minimized. A control joint should be placed
at the limit of the steel, parallel to the wall to allow the slab to hinge and
crack when slab movement occurs.
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOT511 AND 12,44TM INDUSTRIAL PARK 9
CTU7 30, 668
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4. If slab-bearing partitions are used, they should be designed and
constructed to allow for slab movement. At least a 3-inch void should
be maintained below or above the partitions. If the "floaY" is provided
at the top of partitions, the connection between interior, slab-
supported partitions and exterior, foundation supported walis should
be detailed to allow differential movement.
5. Underslab plumbing should be eliminated where feasible. Where such
plumbing is unavoidable it should be thoroughly pressure tested for
leaks prior to slab construction and should be provided with flexible
couplings. Pressurized water supply lines should be brought above
the floors as quickly as possible.
6. Plumbing and utilities which pass through the slabs should be isolated
from the slabs and constructed with flexible couplings. Where water
and gas lines are connected to fumaces or heaters, the lines should be
constructed with sufficient flexibility to allow for movement.
If a forced air heating system is used and the furnace is Iocated on the
slab, we recommend provision of a collapsible connection between the
furnace and the duct work, with allowance for at least 3 inches of
vertical movement.
8. Frequent control joints should be provided in slabs to reduce problems
associated with shrinkage and cracking, in accordance with ACI
recommendations.
PAVEMENTS
The pavement design was based on AASHTO design methods as accepted by
Jefferson County. The pavements are considered private. Bulk samples of the
subgrade were obtained from 2 borings (S-1 and S-2). The subgrade samples were
visually grouped and tested for Atterberg limits and percent fines. The subgrade
soils classified as A-7-6 according to AASHTO criteria with a Group Index of 17. We
used a R-value of 11 based on the laboratory analysis of bulk samples of the onsite
soils. We used an Equivalent Daily Load Application (EDLA) of 5 for automobile
parking areas and 10 for fire lanes and truck traffic areas. Based upon the above
criteria, we recommend the following minimum pavement sections.
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOT511 AND 12, 44TM INDUSTRIAL PARK O
CTLIT 30, 668 . .
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Automobile Parking
Areas 8 Drives
5.5" I Not Recommended
Not
Recommended
Fire Lanes & Truck
Traffic Areas
6.5" I Not Recommended
6.5"
Existing fills are expansive and also could potentially settle under pavements.
Re-working 3 to 5 feet of the existing fill as described in SITE DEVELOPMENT could
be considered to improve pavement subgrade soils.
Our experience indicates problems with asphalt pavements can occur where
over-the-road trucks drive into loading and unloading zones and turn at low speeds.
In areas of concentrated loading and turning movements by heavy trucks, such as
at entrances, loading dock zones, and trash collection areas, we recommend
Portland cement concrete pavement placed directly on prepared subgrade. Concrete
pads at dumpster locations should be large enough to fully support the trash trucks.
Asphalt over base course is not recommended in areas to receive heavy truck traffic.
Given the soil conditions found in our borings, we anticipate expansive soils
may affect pavement performance by causing heaving and cracking. If large areas
such as the automobile parking areas are paved with concrete, cracking is more
Iikely. We suggest limiting concrete pavement to loading docks, truck parking areas,
and entry aprons or other turning areas. All soils which will support pavements
should be scarified, moisture conditioned and compacted prior to paving. We have
included construction guidelines for flexible and rigid pavement in Appendix D. If the
design and construction guidelines cannot be followed or anticipated traffic loads
change considerably, we should be contacted to review our recommendations.
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOTS 71 AND 12,44TM INDUSTRIAL PARK
CTL/T 30, 668
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The design of a pavement system is a function of paving materials. The
quality of each construction material is reflected by the strength coefficient used in
the calculations. If the pavement system is constructed of inferior material, then the
life and serviceability of the pavement will be substantially reduced.
Our design was based on a modulus of rupture of 600 psi for concrete. We
recommend concrete contain a minimum of 5.5 sacks of cement per cubic yard and
between 5 and 7 percent entrained air. A mix design should be prepared for paving
using the aggregate and cement that will be used during construction. Pavement
concrete should conform to CDOT Class P mix criteria.
If the construction materials cannot meet the above requirements, the
pavement design should be re-evaluated using strength parameters for the available
materials. Materials and placement methods should conform to the requirements of
Douglas County and CDOT "Standard Specifications for Road and Bridge
Construction." Materials planned for construction should be tested to verify
compliance with the project specifications.
A primary cause of early pavement deterioration is water infiltration into the
pavement system. The addition of moisture usually results in softening of base
course and subgrade and the eventual failure of the pavement. We recommend
drainage be designed for rapid removal of surface runoff. Curb and gutter should be
backfilled and the backfill compacted to reduce ponding adjacent to pavements.
Final grading of the subgrade should be carefully controlled so that design cross-
slope is maintained and low spots in the subgrade which could trap water are
eliminated. Seals should be provided between curb and pavement and at all joints
to reduce moisture infiltration. Landscaped areas and detention ponds in pavements
should be avoided as much as practical.
ICA CONSTRUCTION, WC.
COMMERCIAL CONDOMINIUMS, LOT511 AND 12, 44TM INDUSTRIAL PARK 2
CTLIT 30, 668
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CONCRETE
Concrete which comes into contact with the subsoils and bedrock can be
subject to suffate attack. Our experience with the subsoils in this area indicates
sulfate concentrations in the range that should have a negligible effect on concrete
according to the American Concrete Institute (ACI). We believe Type I or Type II
cement may be used for all concrete at this site. Modified Type II (sulfate resistant)
cement may be used to provide increased sulfate resistance, if desired.
SURFACE DRAINAGE
The performance of foundations is dependent to a large degree on relatively
consistent soil moisture conditions. We recommend the following precautions be
observed during and after construction:
1. Wetting or drying of open foundation excavations should be avoided
during construction. Clays should be kept moist during construction.
2. Positive drainage should be provided away from all foundations. We
recommend providing a minimum slope of at least 6 inches in the first
10 feet away from the foundation in landscaped areas. Pavements
adjacent to the buildings should also be sloped for positive drainage
away from the buildings. Water should not be allowed to pond near the
buildings or on pavements.
3. Backfill around grade beams should be moisture treated and
compacted to at least 95 percent of standard Proctor maximum dry
density (ASTM D 698).
4. Roof drains should be directed away from the buildings. Down spout
exRensions and splash blocks should be provided at discharge points.
We do not recommend directing roof drains below floor slabs.
5. Landscaping should be carefully designed to minimize irrigation.
Plants used close to foundation walls should be limited to those with
low moisture requirements; irrigated grass should not be located
within 5 feet of the foundation. Sprinklers should not discharge within
5 feet of foundations. Irrigation should be limited to the minimum
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOTS 11 AND 12,447- INDUS7RIAL PARK 13
CTLlf 30,668
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amount sufficient to maintain vegetation; application of more water will
increase the likelihood of slab and foundation movements.
LIMITATIONS
Our borings were widely spaced to provide a reasonably accurate picture of
the subsurface conditions. We believe this investigation was conducted in a manner
consistent with that level of care and skill ordinarily used by geotechnical engineers
practicing in this area at this time. No other warranty, express or implied, is made.
If we can be of further service in discussing the contents of this report or the anatysis
of the influence of the subsurFace conditions on the design of the proposed
construction, please call.
CTL/THOMPSON, INC.
t~~VGx`
Marva L. Jolly
Geotechnical Engineer
by:
David A. Glater,
Associate Geoli
MLJ:DAG:mIj/sf
(10 copies sent)
ICA CONSTRUCTION, INC. COMMERCIAL CONDOMINIUMS, LOTS 11 AND 12, 44TM INDUSTRIAL PARK
CTUT 30, 668 14
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SCALE: 1 40'
ICA Construcilon, Inc.
Commerelal Contlominluma, Lafa 11 and 12, 44th Industrlal Park
Job No. 30,668
WEST 43RD DRNE _ - - - ~ ~
i
i
r M
I TH-3
~
S-1
O
~
~
I
~
I
~ LOT 12
I
i
I TH-2
I •
~
~
I
LL
i
I
i
i
I
i
I
i
I TH-1
•
~
(
i
• ~
TH-6 I
i
i
~ I
i
I
~
~
I
~
~
I
~
~
LOT 11 I
TH-5 I
~ • I
1
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i
~
I
i
S-2 I
O
i
i
I
i
~ I
I
i
TH-4 ~
• ~
I
~
LEGEND:
TH-1 INDICATES LOCATION OF
• EXPLORATORY BORING
S-1 INDICATES LOCATION OF
0 PAVEMENT SUBGRADE BORING
TBM INDICATES LOCATION OF TEMPORARY
B BENCHMARK: NORTHWEST PROPERTY
CORNER. (ASSUMED ELEV. = 100 FEET)
Locations of
Exploratory
Borings
Fig. 1
VICINITY MAP
NO SCALE
SCALE: 1 40'
81
~
ss
84
LEGEN
TH-1
0
82 S-1
O
D:
INDICATES LOCATION OF
EXPLORATORY BORING
INDICATES LOCATION OF
PAVEMENT SUBGRADE BORING
T8M INDICATES LOCATION OF TEMPORARY
~ BENCHMARK: NORTHWEST PROPERTY
CORNER. (ASSUMED ELEV. = 100 FEET)
8,
8
80 800 INDICATES ESTIMATED BEDROCK
SURFACE ELEVATION (FEET)
NOTE:
78 THIS ESTIMATE WAS BASED UPON A
SUBJECTIVE ANALYSIS OF DRILL HOLE
DATA AND MAY NOT REFLECT LOCAL
VARIATIONS.
76
~
ICA Construction, Inc.
Commerclal Contlominlums, Lois 11 entl 12, 44th Induatrial Park
Job No. 30,668
81
Estimated
Bedrock Surface
Elevations
Fig. 2
• 7g
I
SCALE: 1°= 40'
~
as
84
86
32
LEGEND:
84
82
TH-1 INDICATES LOCATION OF
0 EXPLORATORY BORING
S-1 INDICATES LOCATION OF
O PAVEMENT SUBGRADE BORING
TBM INDICATES LOCATION OF TEMPORARY
80 40 BENCHMARK: NORTHWEST PROPERTY
CORNER. (ASSUMED ELEV. = 100 FEEf)
gp - INDICATES ESTIMATED GROUND WATER
SURFACE ELEVATION (FEET)
78
NOTE:
THIS ESTIMATE WAS BASED UPON A
rg SUBJECTIVE ANALYSIS OF DRILL HOLE
DATA AND MAY NOT REFLECT LOCAL
VARIATIONS AND SEASONAL FLUCTUATIONS.
74
~
;
ICA Constructlon, Inc.
Commaroisl Contlominlume, Lota 11 and 12, 44th InAUatrlal Perk
Job No. 30,668
80
72
Estimated Ground
Water Surface
Elevations
Fig. 3
75 74 72 i
~--------------------------J
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APPENDIX A
SUMMARY LOGS OF EXPLORATORY BORINGS
ICA CONSTRUC710N, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 12,447- INDUSTRIAL PARK
CTLIT 30,668
00
TH-1
EL:=94.8
TH-2
EL.=97.3
2
33/12
21/7z
17/12
~
w
w
w
2
so/6
TH-3
EL.=100.0
4
~
100 -i
95
90
85
8040
H
¢
I H
~
W
J
W
75
70
65
60
JOB NO. 30,668 LOGS OF EXPLORATORY BORINGS
55
FIG. A-1
00
TH-4
EL.=93.9
TH-5
EL.=95.5
2
2
2
TH-6
EL.=98.3
2
2
2
~
100---i
95
90
85
~
w
w
U-
80 0
H
H
¢
7
W
J
W
75
70
70
65
60
JOB NO. 30,668 LOGS OF EXPLORATORY BORINGS
55
FIG. A-2
S-1 S-2 ~
EL.=99.5 EL.=94.6
100
LEGEND:
~ FILL, CLAY, SANDY, GRAVELLY, OCCASIONAL COBBLES, MEDIUM STIFF TO VERY STIFF,
SLIGHTLY MOIST TO MOIST, BROWN, DARK BROWN, GRAY.
95
CLAY, SANDY, VERY STIFF, MOIST, BROWN, SLIGHTLY CALCAREOUS (CL).
Fl
8 BEDROCK, CLAYSTONE, SLIGHTLY SANDY, HARD TO VERY HARD, GRAY, BROWN.
~90
INDICATES SHELBY TUBE SAMPLE INTERVAL
85 ~ DRIVE SAMPLE. THE SYMBOL 19/12 INDICATES THAT 19 BLOWS OF A 140-POUND HAMMER
FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES.
r
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w k
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S"[ INDICATES WATER LEVEL MEASURED AT THE TIME OF DRILLING.
75
= INDICATES WATEF LEVEL MEASURED SEVERAL DAYS AFfER DRILLING.
NOTES:
1. THE BORINGS WERE DRILLED ON DECEMBER 22, 1999 USING A 4-INCH DIAMETER, CONTINUOUS
FLIGHT AUGER AND A TRUCK-MOUNTED DRILL RIG.
2. BORING ELEVATIONS ARE APPROXIMATE AND WERE SURVEYED BY A REPRESENTATIVE OF OUR
70 FIRM REFERENCING THE TEMPORARY BENCHMARK SHOWN ON FIG. 1.
3. THESE LOGS ARE SUBJECTTO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS
CONTAINED IN THIS REPORT.
65
60
55
JOB NO. 30,668 LOGS OF EXPLORATORY BORINGS FIG. A-3
~
APPENDIX B
LABORATORY TEST RESULTS
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 12,44TM INDUSTRIAL PARK
CTLlf 30, 668
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From TH-1 AT 9 FEET NATURAL MOISTURE CONTENT= 22.1 %
Swell Consolidation
JOB NO. 30,668 Test Results FIG. B-1
1.0 10
NATURAL DRY UNIT WEIGHT=
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JOB NO. 30,668
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JOB NO. 30,668
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Swell Consolidation
JOB NO. 30,668 Test Results FIG. B-4
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Swell Consolidation
JOB NO. 30,668 Test Results FIG. B-5
10
NATURAL DRY UNIT WEIGHT=
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JOB NO. 30,668
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NATURAL MOISTURE CONTENT= 20.4 %
Swell Consolidation
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NATURAL MOISTURE CONTENT= 21.7 %
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APPLIED PRESSURE - KSF
Sample of CLAYSTONE NATURAL DRY UNIT WEIGHT= 106 PCF
From TH-6 AT 24 FEET NATURAL MOISTURE CONTENT= 16.2 %
Swell Consolidation
JOB NO. 30,668 Test Results FIG. B-8
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Sample Description CLAY, SANDY, GRAVELLY, BROWN,
BULK SAMPLE
Compaction Test Procedure ASTM D 698
METHOD "A"
Job No. 30,668
IIQUID LIMIT
46
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PLASTICITY INDEX
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APPENDIX C
GUIDELINE SITE GRADING SPECIFICATIONS
Lots 11 and 12, 44`h Industrial Park
South of West 44"' Avenue & West of Interstate Highway 70
Wheat Ridge, Colorado
ICA CONSTRUC710N, INC.
COMMERCIAL CONDOMINIUMS, LOTS 11 AND 12, 44TM INDUSTRIAL PARK
CTLIT 30, 668 .
~
GUIDELINE SITE GRADING SPECIFICATIONS
Lots 11 and 12, 44t" Industrial Park
South of West 44`h Avenue & West of Interstate Highway 70
Wheat Ridge, Colorado
1.
This item shall consist of the excavation, transportation, placement and
compaction of materials from locations indicated on the plans, or staked by the
Engineer, as necessary to achieve preliminary street and overlot elevations.
These specifications shall also apply to compaction of excess cut materials
that may be placed outside of the development boundaries.
2. GENERAL
The Soils Engineer shall be the Owner's representative. The Soils
Engineer shali approve fill materials, method of placement, moisture contents
and percent compaction, and shall give written approval of the completed fill.
3. CLEARING JOB SITE
The Contractor shall remove all trees, brush and rubbish before
excavation or fill placement is begun. The Contractor shall dispose of the
cleared material to provide the Owner with a clean, neat appearing job site.
Cleared material shall not be placed in areas to receive fill or where the material
will support structures of any kind.
4. SCARIFYING AREA TO BE FILLED
All topsoil and vegetabie matter shall be removed from the ground
surFace upon which fill is to be placed. The surFace shall then be plowed or
scarified until the surFace is free from ruts, hummocks or other uneven
features, which would prevent uniform compaction by the equipment to be
used.
5. COMPACTING AREA TO BE FILLED
After the foundation for the fill has been cleared and scarified, it shall be
disked or bladed until it is free from large clods, brought to the proper moisture
content (optimum to 4 percent above optimum moisture content) and
ICA CONSTRUC710N, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 72, 43TM INDUSTRIAL PARK
CTUT 30,668 C.-1
~
compacted to not less than 95 percent of maximum density as determined in
accordance with ASTM D 698.
6. FILL MATERIALS
Fill soils shall be free from vegetable matter or other deleterious
substances, and shall not contain rocks or lumps having a diameter greater
than six (6) inches. Fill materials shall be obtained from cut areas shown on
the plans or staked in the field by the Engineer.
On-site materials classifying as CL, CH, SC, SM, SW, SP, GP, GC and GM
are acceptable. Concrete, asphalt, organic matter and other deleterious
materials or debris shall not be used as fill.
7. MOISTURE CONTENT
Fill material classifying as CH and CL shall be moisture treated to
between optimum to 4 percent above optimum moisture content. Granular
soils classifying as SC, SM, SW, SP, GP, GC, and GM shall be moisture treated
to within ± 2 percent of optimum moisture content as determined from Proctor
compaction tests. Clay and granular fill which is more than 10 feet below final
grade should be moisture conditioned to ±2 percent. Sufficient laboratory
compaction tests shall be made to determine the optimum moisture content for
the various soils encountered in borrow areas.
The Contractor may be required to add moisture to the excavation
materials in the borrow area if, in the opinion of the Soils Engineer, it is not
possible to obtain uniform moisture content by adding water on the fill surFace.
The Contractor may be required to rake or disc the fill soils to provide uniform
moisture content through the soils.
The application of water to embankment materials shall be made with any
type of watering equipment approved by the Soils Engineer, which will give the
desired results. Water jets from the spreader shall not be directed at the
embankment with such force that fill materials are washed out.
Should too much water be added to any part of the fill, such that the
material is too wet to permit the desired compaction from being obtained,
rolling and all work on that section of the fill shall be delayed until the material
has been allowed to dry to the required moisture content. The Contractor will
be permitted to rework wet material in an approved manner to hasten its drying.
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 72, 44TM INDUSTRIAL PARK
CTLJT 30, 668 . C'2
~
8. COMPACTION OF FILL AREAS
Selected fili material shali be placed and mixed in evenly spread layers.
After each fill layer has been placed, it shall be uniformly compacted to not less
than the specified percentage of maximum density. Fill shall be compacted to
at least 95 percent of the maximum density as determined in accordance with
ASTM D 698. Fill deeper than 10 feet below final grade should be compacted
to 100 percent of ASTM D 698. At the option of the Soils Engineer, soils
ciassifying as SW, GP, GC, or GM may be compacted to 95 percent of maximum
density as determined in accordance with ASTM D 1557. Fill materials shall be
piaced such that the thickness of loose materials does not exceed 10 inches
and the compacted lift thickness does not exceed 6 inches.
Compaction as specified above, shall be obtained by the use of
sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other equipment
approved by the Engineer for soils classifying as CL, CH, or SC. Granular fill
shall be compacted using vibratory equipment or other equipment approved
by the Soils Engineer. Compaction shall be accomplished while the fill material
is at the specified moisture content. Compaction of each layer shall be
continuous overthe entire area. Compaction equipment shall make sufficient
trips to ensure that the required density is obtained.
9. COMPACTION OF SLOPES
Fill slopes shall be compacted by means of sheepsfoot rollers or other
suitable equipment. Compaction operations shall be continued until slopes are
stable, but not too dense for planting, and there is not appreciable amount of
loose soils on the slopes. Compaction of slopes may be done progressively in
increments of three to five feet (3' to 5') in height or after the fill is brought to
its total height. Permanent fll slopes shall not exceed 3:1 (horizontal to
vertical).
10. PLACEMENT OF FILL ON NATURAL SLOPES
Where natural slopes are steeper than 20 percent in grade and the
placement of fill is required, cut benches shall be provided at the rate of one
bench for each 5 feet in height (minimum of two benches). Benches shall be
at least 10 feet in width. Larger bench widths may be required by the Engineer.
Fill shall be placed on completed benches as outlined within this specification.
ICA CONSTRUCTION, INQ COMMERCIAL CONDOMINIUMS, L0T511 AND 12, 44TM INDUSTRIAI PARK CTLlT 30, 666 C-3
~
11. DENSITY TESTS
Field density tests shall be made by the Soils Engineer at locations and
depths of his choosing. Where sheepsfoot rollers are used, the soil may be
disturbed to a depth of several inches. Density tests shall be taken in
compacted material below the disturbed surface. When density tests indicate
that the density or moisture content of any layer of fill or portion thereof is
below that required, the particular layer or portion shall be reworked until the
required density or moisture content has been achieved.
12. SEASONAL LIMITS
No fill material shall be placed, spread or rolled while it is frozen, thawing,
or during unfavorable weather conditions. When work is interrupted by heavy
precipitation, fill operations shall not be resumed until the Soils Engineer
indicates that the moisture content and density of previously placed materials
are as specified.
13. NOTICE REGARDING START OF GRADING
The Contractor shall submit notification to the Soils Engineer and Owner
advising them of the start of grading operations at least three (3) days in
advance of the starting date. Notification shall also be submitted at least 3
days in advance of any resumption dates when grading operations have been
stopped for any reason other than adverse weather conditions.
14. REPORTING OF FIELD DENSITY TESTS
Density tests made by the Soils Engineer, as specified under "Density
Tests" above, shall be submitted progressively to the Owner. Dry density,
moisture content, and percentage compaction shall be reported for each test
taken.
15. DECLARATION REGARDING COMPLETED FILL
The Soils Engineer shall provide a written declaration stating that the site
was filled with acceptable materials, and was placed in general accordance
with the specifications.
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, L0T511 AND 12, 44"' INDUSTRIAL PARK
CTLIT 30,668 C-4
~
APPENDIX D
PAVEMENT DESIGN AND CONSTRUCTION GUIDELINES
Lots 11 and 12, 44`h Industrial Park
South of West 44' Avenue & West of Interstate Highway 70
Wheat Ridge, Colorado
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOTS 11 AND 72, 44TM INDUSTRIAL PARK
GTLIT 30,668
~
FLEXIBLE PAVEMENT CONSTRUCTION RECOMMENDATIONS
Experience has shown that construction methods can have a significant effect
on the life and serviceability of a pavement system. We recommend the proposed
pavement be constructed in the following manner:
1. The subgrade should be stripped of organic matter, scarified, moisture
treated, and compacted. Soils should be moisture treated to 1 to 4
percent above optimum moisture content and compacted to at least
95 percent of maximum standard Proctor dry density (ASTM D 698,
AASHTO T 99).
2. Utility trenches and all subsequently placed fill should be properly
compacted and tested prior to paving. As a minimum, fill should be
compacted to 95 percent of maximum standard Proctor dry density.
3. After final subgrade elevation has been reached and the subgrade
compacted, the area should be proof-rolled with a heavy pneumatic-tired
vehicle (i.e. a loaded ten-wheel dump truck). Subgrade that is pumping
or deforming excessively should be scarified, moisture conditioned and
compacted.
4. If areas of soft or wet subgrade are encountered, the material should be
subexcavated and replaced with properly compacted structural backfill.
Where extensively soft, yielding subgrade is encountered, we
recommend the excavation be inspected by a representative of our office.
5. Aggregate base course should be laid in thin, loose lifts, moisture treated
to within 2 percent of optimum moisture content, and compacted to at
least 95 percent of maximum modifisd Proctor dry density (ASTM D 1557,
AASHTO T 180).
6. Asphaltic concrete should be hot plant-mixed material compacted to at
least 95 percent of maximum Marshall density. The temperature at
laydown time should be near 235 degrees F. The maximum compacted
lift should be 3.0 inches and joints should be staggered.
7. The subgrade preparation and the placement and compaction of all
pavement material should be observed and tested. Compaction criteria
should be met prior to the placement of the next paving lift. The
additional requirements of Jefferson County and the Colorado
Department of Transportation Specifications should apply.
ICA CONSTRUCTION, INC.
COMMERCIAL CONDOMINIUMS, LOT511 AND 12,447- INDUSTRIAL PARK
CTLIT 30, 668 . D-1
~
RIGID PAVEMENT CONSTRUCTION RECOMMENDATIONS
Rigid pavement sections are not as sensitive to subgrade support character-
istics as flexible pavement. Due to the strength of the concrete, wheel loads from
traffic are distributed over a large area and the resulting subgrade stresses are
relatively low. The critical factors affecting the performance of a rigid pavement are
the strength and quality of the concrete, and the uniformity of the subgrade. We
recommend subgrade preparation and construction of the rigid pavement section be
completed in accordance with the following recommendations:
Natural soils should be stripped of organic matter, scarified, moisture
treated, and compacted. We recommend the top one foot of the
subgrade be moisture treated to between 1 to 4 percent above optimum
moisture content. Soils should be compacted to at least 95 percent of
maximum standard Proctor dry density (ASTM D 698, AASHTO T 99).
Moisture treatment and compaction recommendations also apply where
additional fill is necessary.
2. The resulting subgrade should be checked for uniformity and all soft or
yielding materials should be replaced prior to paving. Concrete should
not be placed on soft, spongy, frozen, or otherwise unsuitable subgrade.
3. The subgrade should be kept moist prior to paving.
4. Curing procedures should protect the concrete against moisture loss,
rapid temperature change, freezing, and mechanical injury for at least 3
days after placement. Traffic should not be allowed on the pavement for
at least one week.
5. A white, liquid membrane curing compound, applied at the rate of 1
gallon per 150 square feet, should be used.
6. Construction joints, including longitudinal joints and transverse joints,
should be formed during construction or should be sawed shortly after
the concrete has begun to set, but prior to uncontrolled cracking. All
joints should be sealed.
Construction control and inspection should be carried out during the
subgrade preparation and paving procedures. Concrete should be
carefully monitored for quality control. The additional requirements of
the Colorado Department of Highways Specifications should apply.
The design section is based upon a 20-year Period. Experience in the Denver area
indicates virtually no maintenance or overlays are necessary for the design period.
To avoid problems associated with scaling and to continue the strength gain, we
recommend deicing salts not be used for the first year after placement.
ICA CONSTRUCTION, MC.
COMMERCIAL CONDOMINIUMS, LOTS 77 AND 12, 44'" INDUSTRIAL PARK
CTLIT 30, 668 D'2
CTL/Thompson, Inc.
1971 West 12th Avenue
Denver, Colorado 80204
(303) 825-0777
Commercial Testing Laboratories, Inc.
22 Lipan Street
Denver, Colorado 80223
(303) 825-3207
CTL/Thompson, Inc.
5240 Mark Dabling Blvd.
Colorado Springs, Colorado 80918
(719) 528-8300
CTLlThompson, Inc.
234 Center Dr.
Glenwood Springs, Colorado 81601
(970) 945-2809
CTL/Thompson, Inc.
375 E. Horsetoath Rd.
The Shores Office Park
Building 3, Suite 201
Ft. Collins, Colorado 80525
(970) 206-9455